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Home My WebLink About _ 4.11(c)--Award BN No. 5400 Trinity Street Bikeway Project GI �" Y � F � � � ° � � � " � � CITY OF REDDING REPORT TO THE CITY COUNCIL MEETING DATE: October 2, 2023 FROM: Chuck Aukland,Public ITEM NO. 4.11(c) Works Director ***APPROVED BY*** � ��n � .�.._ s.N,.�� ukl�n�l,H'ciblic Wc�aks L'��reGt ' 9(?1/2423 ry ip}�in,�C"i ana � 9,i2�/7423 caulcland@ci.redding.ca.us btippin@cityofredding.org SUBJECT: 4.11(c)--Award BN No. 5400 Trinity Street Bikeway Project Recommendation Authorize the following actions relative to Bid Negotiation No. 5400, Trinity Street Bikeway Proj ect: (1) Award to S.T. Rhoades Inc., in the amount of$1,615,736.40; (2) Approve an additional $183,500 to cover the cost of administration and inspection fees; (3) Approve $310,000 for project development costs; (4) Approve $205,000 to provide construction contingency funding; (5) Authorize the City Manager to approve additional increases in either the construction management or construction contingency amounts up to a total of$50,000; (6) Approve the project design plans, specifications and special provisions; and (7) Find that the Project is categorically exempt from the California Environmental Quality Act per Section 15301 — Existing Facilities and Section 15302 — Replacement or Reconstruction. Fiscal Impact The Trinity Street Bikeway Project (Project) is being funded by the Affordable Housing and Sustainable Communities (AHSC) Grant associated with the Downtown Block 7 Project. Cost Summa Item Estimated Pro'ect Develo ment Costs $310,000 Construction Contract+ Contin enc $1,820,736.40 Contract Administration, Ins ection, Testin $183,500 Additional Cit Mana er Authorit $50,000 Total Pro'ect Costs $2,364,236.40 Pro'ect Bud et $2,709,220 Report to Redding City Council September25,2023 Re: 4.11(c)--Award BN No. 5400 Trinity Street Bikeway Project Page 2 Project cost components are estimates and some shifting of the project development, construction management, and construction contingency funds may be necessary to balance the project within the approved budget. Alternative Action The City Council (Council) may choose not to award the bid for the project and provide staff with alternate direction. If the project is not awarded, there will be a gap within the existing bicycle network between Center Street and Turtle Bay. In addition, AHSC grant funds will not be used and may need to be returned to the state. Background/Analysis Attached is a tabulation of bids received and opened on September 12, 2023, for the project. The low bid in the amount of$1,615,736.40 was received froin S.T. Rhoades Construction, Inc., of Redding, California. The engineer's estimate was $1,593,538.00. Total project development costs for this project are estimated to be $310,000. Project development costs include engineering, surveying, right-of-way, environmental, consultant services, and permit fees. The purpose of this project is to provide an east-west bicycle and pedestrian connection through downtown Redding. This project will connect the existing cycle track on Center Street to Sundial Bridge Drive. This project includes the construction of a two-way cycle track along Trinity, Continental, and Butte Streets, ADA curb ramps and signage. The project will relocate the traffic signal at the northwest corner of Market and Trinity Streets and will update the signal at this location to accommodate bicycle traffic. New street lights will be installed along the new cycle track route. Environmental Review Staff has determined that the project qualifies as categorically exempt from environmental review under California Environmental Quality Act Guidelines Section 15301 — Existing Facilities and Section 15302 - Replacement or Reconstruction. Class 1 exemptions include the operation, repair and alteration of existing structures and facilities incl�uding the installation of bicycle lanes. C1ass 2 exemptions consist of replacement or reconstruction where the new structure will be located on the same site and will have substantially the same purpose and capacity. The project wi11 add bicycle facilities within the existing right of way. The facility will have the same purpose and capacity and will result in negligible expansion of use, as new vehicle lanes are not proposed. The project has been reviewed for sensitive resources such as threatened or endangered species or their habitats, sensitive vegetation communities, tribal lands, or tribal cultural resources. The project has no potential to have a significant effect on the environment. Council Priority/City Manager Goals This agenda item is a routine operational item. Attachments ^Location Map ^Bid Tabulation ^Notice of Exemption Plans Specifications and Special Provisions Addendum 1 � PROJECT LOCATION � �� W z W RI TNI Y STREET � w � � � � Q C� � ~ z u z � � z O�. � o �� ---- BU1 �- STRE T � � � � � �� B �o� REoo CITY OF REDDING EXHIBIT A � Z � PUBLIC WORKS TRINITY STREET BIKEWAY PROJECT o G� t� �,: < ,Q DEPARTMENT �c� �� LOCATION MAP BID TABULATION FOR: Trinity Street Bikeway Project Bid Schedule No.: 5400 ENGINEER'S EST S.T. Rhoades Construction Inc. Cal Electro Inc. 9/12/2023 U N IT U N IT U N IT ITEM DESCRIPTION UNIT QTY PRICE TOTA� PRICE TOTA� PRICE TOTA� 1 Prepare Water Pollution Control LS 1 $10,000.00 $10,000.00 $900.00 $900.00 $2,000.00 $2,000.00 2 Water Polution Control LS 1 $35,000.00 $35,000.00 $5,000.00 $5,000.00 $7,500.00 $7,500.00 3 Traffic Control LS 1 $100,000.00 $100,000.00 $300,000.00 $300,000.00 $95,000.00 $95,000.00 4 Project Funding Sign LS 1 $3,000.00 $3,000.00 $1,995.00 $1,995.00 $1,500.00 $1,500.00 5 Construction Area Signs EA 42 $650.00 $27,300.00 $262.00 $11,004.00 $500.00 $21,000.00 6 (F) Excavation (Unclassified) CY 185 $100.00 $18,500.00 $100.00 $18,500.00 $220.00 $40,700.00 7 Cold Mill AC SY 2105 $12.00 $25,260.00 $7.00 $14,735.00 $20.00 $42,100.00 8 Microsurface (Type II) SY 33295 $5.00 $166,475.00 $3.65 $121,526.75 $5.00 $166,475.00 9 Asphalt Concrete TON 355 $250.00 $88,750.00 $225.00 $79,875.00 $400.00 $142,000.00 10 Aggregate Base CY 155 $100.00 $15,500.00 $165.00 $25,575.00 $350.00 $54,250.00 11 Cross Gutter SF 520 $75.00 $39,000.00 $80.00 $41,600.00 $45.00 $23,400.00 12 Curb and Gutter LF 135 $150.00 $20,250.00 $140.00 $18,900.00 $80.00 $10,800.00 13 Concrete Curb Ramp SF 665 $50.00 $33,250.00 $60.00 $39,900.00 $38.00 $25,270.00 14 Sidewalk (4" PCC) SF 655 $25.00 $16,375.00 $35.00 $22,925.00 $30.00 $19,6�tJ.�C� ' 15 Replace Manhole Frame and Cover(SD) EA 5 $200.00 $1,000.00 $1,750.00 $8,750.00 $2,000.00 $10,000.00 16 Replace Manhole Frame and Cover(SS) EA 5 $200.00 $1,000.00 $1,750.00 $8,750.00 $2,000.00 $10,000.00 17 Remove Pavement Marking SF 2215 $5.00 $11,075.00 $8.00 $17,720.00 $9.40 $20,821.00 18 Remove Traffic Stripe (Thermoplastic) LF 17252 $1.00 $17,252.00 $1.20 $20,702.40 $1.70 $29,328.40 19 Pavement Marking (Thermoplastic) SF 7100 $9.00 $63,900.00 $13.00 $92,300.00 $15.00 $106,500.00 20 Pavement Marking (Green Bike) SF 5000 $17.00 $85,000.00 $29.00 $145,000.00 $34.00 $170,000.00 21 Traffic Stripe (4"Thermoplastic) LF 305 $2.00 $610.00 $10.00 $3,050.00 $12.00 $3,660.00 22 Traffic Stripe (6"Thermoplastic) LF 28800 $2.00 $57,600.00 $1.85 $53,280.00 $2.20 $63,360.00 23 Traffic Stripe (8"Thermoplastic) LF 815 $3.00 $2,445.00 $3.55 $2,893.25 $3.75 $3,056.25 24 Pavement Marker EA 1043 $7.00 $7,301.00 $10.00 $10,430.00 $11.00 $11,473.00 25 Install Sign EA 12 $600.00 $7,200.00 $600.00 $7,200.00 $650.00 $7,800.00 26 Remove Sign EA 15 $225.00 $3,375.00 $85.00 $1,275.00 $200.00 $3,000.00 27 Marker Post EA 280 $150.00 $42,000.00 $285.00 $79,800.00 $45.00 $12,600.00 28 Traffic Signal Modifications LS 1 $400,000.00 $400,000.00 $165,000.00 $165,000.00 $400,000.00 $400,000.00 29 Street Light(Standard & LED Luminaire) EA 12 $8,000.00 $96,000.00 $7,500.00 $90,000.00 $10,000.00 $120,000.00 30 Pullbox (2E) EA 10 $1,500.00 $15,000.00 $1,100.00 $11,000.00 $1,200.00 $12,000.00 31 Pullbox (3E) EA 3 $2,000.00 $6,000.00 $2,000.00 $6,000.00 $1,500.00 $4,500.00 32 Conduit(2" PVC) LF 2282 $50.00 $114,100.00 $65.00 $148,330.00 $80.00 $182,560.00 33 Conduit(4" PVC) LF 327 $100.00 $32,700.00 $80.00 $26,160.00 $120.00 $39,240.00 34 Conductor(#6) LF 2610 $12.00 $31,320.00 $6.00 $15,660.00 $3.00 $7,830.00 TOTAL -CONTRACT ITEMS $1,593,538.00 $1,615,736.40 $1,$69,373.65 Shaded areas indicate corrections made in accordance with the special provisions. Page 1 of 2 BID TABULATION FOR: Trinity Street Bikeway Project Bid Schedule No.: 5400 SnL Grou Inc. Avera e 9/12/2023 U N IT U N IT ITEM DESCRIPTION UNIT QTY PRICE TOTA� PRICE 1 Prepare Water Pollution Control LS 1 $3,000.00 $3,000.00 $1,966.67 2 Water Polution Control LS 1 $27,250.00 $27,250.00 $13,250.00 3 Traffic Control LS 1 $103,000.00 $103,000.00 $166,000.00 4 Project Funding Sign LS 1 $2,800.00 $2,800.00 $2,098.33 5 Construction Area Signs EA 42 $325.00 $13,650.00 $362.33 6 (F) Excavation (Unclassified) CY 185 $255.00 $47,175.00 $191.67 7 Cold Mill AC SY 2105 $12.00 $25,260.00 $13.00 8 Microsurface (Type II) SY 33295 $7.00 $233,065.00 $5.22 9 Asphalt Concrete TON 355 $318.00 $112,890.00 $314.33 10 Aggregate Base CY 155 $489.00 $75,795.00 $334.67 11 Cross Gutter SF 520 $73.00 $37,960.00 $66.00 12 Curb and Gutter LF 135 $205.00 $27,675.00 $141.67 13 Concrete Curb Ramp SF 665 $35.00 $23,275.00 $44.33 14 Sidewalk (4" PCC) SF 655 $28.00 $18,340.00 $31.00 15 Replace Manhole Frame and Cover(SD) EA 5 $2,000.00 $10,000.00 $1,916.67 16 Replace Manhole Frame and Cover(SS) EA 5 $2,000.00 $10,000.00 $1,916.67 17 Remove Pavement Marking SF 2215 $10.90 $24,143.50 $9.43 18 Remove Traffic Stripe (Thermoplastic) LF 17252 $1.80 $31,053.60 $1.57 19 Pavement Marking (Thermoplastic) SF 7100 $16.65 $118,215.00 $14.88 20 Pavement Marking (Green Bike) SF 5000 $35.75 $178,750.00 $32.92 21 Traffic Stripe (4"Thermoplastic) LF 305 $16.50 $5,032.50 $12.83 22 Traffic Stripe (6"Thermoplastic) LF 28800 $2.40 $69,120.00 $2.15 23 Traffic Stripe (8"Thermoplastic) LF 815 $7.60 $6,194.00 $4.97 24 Pavement Marker EA 1043 $12.40 $12,933.20 $11.13 25 Install Sign EA 12 $1,100.00 $13,200.00 $783.33 26 Remove Sign EA 15 $250.00 $3,750.00 $178.33 27 Marker Post EA 280 $735.00 $205,800.00 $355.00 28 Traffic Signal Modifications LS 1 $203,000.00 $203,000.00 $256,000.00 29 Street Light(Standard & LED Luminaire) EA 12 $7,000.00 $84,000.00 $8,166.67 30 Pullbox (2E) EA 10 $1,500.00 $15,000.00 $1,266.67 31 Pullbox (3E) EA 3 $2,000.00 $6,000.00 $1,833.33 32 Conduit(2" PVC) LF 2282 $60.00 $136,920.00 $68.33 33 Conduit(4" PVC) LF 327 $85.00 $27,795.00 $95.00 34 Conductor(#6) LF 2610 $6.30 $16,443.00 $5.10 TOTAL -CONTRACT ITEMS $1,928,484.80 $1,804,531.62 Shaded areas indicate corrections made in accordance w Page2of2 NaT�cE oF E�Em[pTION TU. ❑ Offce ofPlanning and Research FROM< City of Kedding 14D0 Tenth Street,Roam 121 Public Works Department Sacraenento, CA 95814 777 Cypress Avenue Redding,CA 96001 0 S1lasta County Clerk County of Shasta P.O, Box 990880, 1643 Market Street Redding,CA 96099-08$Q Project Titlew Trinitv Street Bikewav Prdject Proj�ct Locat►on—Specific: Butte, Continental, Trinity, Pine,Market &California Streets Project Lacation—City< Reddin� Praject Location—County: Shasta Description af Praject: The City of Reddi�z� wi11 construct a bikeway_proiect on Butte< Street be�innin� at the interseetian of Sundial Brid�e Dr�ve, cantinuin�; along Gontinental Street and Trin� Street and terminatin� at tlae intersectron of Trinitv Street and Center Street. The project includes the installation of a protected twa wa�eycle track ADA curb ramt�s, curb and �utter li�htin� si�nal modificatian electrical modificatior� drainage modification and si�na�e. Work will involve excavation tr°el�chin� tree tritr►mrn�,_ rindln� pavin� and stripin� The praject is located within Citv and CaItrans ri�ht of way and the public will be notified Qf traffie cantral cat�ditians Name ofPublic Agency Approving Project: Citv ofReddin� Name of Persan or Agency Carrying Out Project: Kristen Rea ag n,Project En�ineer Exempt Status: (check one) ❑ Ministerial [Seetion 21d8Q(b)(1); 15268] ❑ Declared Emergency[Section 21080 f b)(3); 15269(a)] ❑ Emergency Project[Section 21080(b)(4)� 15269(b)] ❑ Statutory Exemptions. State cade number; ❑ Comrnon Sense Exemptian(This praject does not fall with°rn an exempt class,but it can be seen with certainty that there is no passibility that the activity may have a significant effect an the environment(14 CCR 15Qb1[b][3]). � Categorical Exemption. State type and sectioil nurnber: Section 15301. Existin�Facilities and Section 15302. Replacernent or Ttecanstructron � No exceptions apply that would bar the use t�f a categorical exemptioi�(FRD 21084 and 14 CCR 15340.2}. Reasons why project is exempt: Class 1 exernptions include the operatian, i-epair and altaration of existing structures and facilities includin� the installation of bievcle lanes Class 2 exemptions cansists of replacement or reconstruction where the new structure will be located on the same site and will have substantrallv the sarne purpose and capacit�e proiect wil� add b�icvcl��faciliti�s within the e�istin� ri l�t of wav� The facility will�have the sam��urpase ��nd cat�acity and will result in negli ib� le expansian of use as new vehicle lanes are not proposed The project has been reviewed for sensitive resources such as threatened or endan er�ed species or their habitats sensitive ve�etation commuiiities tribal lands, or tribal cultural resources.The praject has no potential to liave a si�nificant effect on the environment Lead Agency Contact Persan: Amber Kelley Telephone. 530.225.4046 If Filed by Applicant: 1, At�ach certified docurnent af exemptioll finding. 2. Has a noti�e of exemption been filed by the public agency approving the project? a Yes ❑No Signature: Date: .��`'�'�%' Title: Envrranmental Compliance Ma �er 0 Signed by Lead Agency Date received far filing at OPR: � Signed by Applicant WN S U Z CITY OF REDDING z � W� Q U N PROJECT PLANS FOR THE CONSTRUCTION OF zo z � Q � � o � TRINITY STREET BIKEWAY PROJECT � z � o mz � � o � m� � � � Z3 J O JOB NO$687 CONTRACTOR SHALL POSSESS A CLASS "A" �ICENSE AT THE TIME OF THE BID OPENING. BID NEGOTIATION NO 5400 o Y Q w U ��NEE�«ej ti z�� oe Q d~s � � b O��'�lSI�321�S P O ��S� O � W M W -..�..� �� / .. � Z /// m � W ,,,�" _.... .._._._.�"-�--T.._.._.._.._.._.._ / D4M'RO i � � f M1 (�d � iT�� ` ( e� L��a�-�='-��-��C- , l � ., -<' SHEETINDEX � `'��,� � SRZ99E " � o .� � , 1 � �l1_� � F- - o o a �,- l " --�� -� � `� �` SHEET NO. SHEET TITLE DRAWING NO. 6 W a � "�� "�`�� " "=, � � 'w f.-''f\ � 1 TITLE A-32883 �s �, ��1' l � ,µv� " `` � � 2 DATA A-32884 SACFAA/ENTO RNPR �� °'° Z W � . 4' J �r q'� l � � ��, � �� ' �i �� l // / 3 NOTES AND QUANTITIES A-32885 0�o n�Turus � �. �� .,- � �~ �i.- i ilx / �/"'"=,. ,",r, / SR299W .,� '' \�� - � � � ��1!� ��i » � ' 4 CONTROL A-32886 ER ~ ��-(�C` .,� �� '� � �� - � ��_-:_ ��i�� 5 KEY MAP A-32887 P cyp s 5�44 viKiH Z Q � -' � �� -� �� ,l� � -' f wr+" ---:.- ��-_= 6 TYPICAL SECTIONS A-32888 REs Q a K ��- �-.~��.,.- '-C - �J �� v� �:..... 'J.C�.--S � �.1I"' C�HARTN"L > � � � �� "�`'� `�"� -~ " �'_ ,'�- �"�_ , � �_._ A-32889 THRU L{,) � ` �� - -' `i�g � � 7 THRU 12 PAVEMENT DELINEATION AND SIGNS °o �,�-� -,�-� �� _ (�� L 1�.��_� ,f'r��' a-azssa PROJECT � w � � _.. � � � � �, ,-� � �1�,T�i'i� ��., `�� :, � �� ` t��-,.z� � �' �� i li`�!� �� ""�� % � '-� ` 13 PAVEMENT DELINEATION QUANTITIES A-32895 LOCATION ��, � m � � < � � " l r �a� e \ --�� z r ffi � �, ' "� � 1 14 �`y " �`r- � ' ��>>�-�' ` 14 PAVEMENT DELINEATION DETAILS A-32896 w " �, O � Ca i l� � � � 1i �� "�' `� � ��' '�� C/N �F � � �"� � � �� \ i-~�`-� }� ��t � .. �' l A-32897 THRU ecM�' w�cHo � ,� � � �l ` i�' ?� 1� �� l�� .��, � 15 THRU 16 CONSTRUCTION DETAILS REDD/NG � � �. � l� ��,� � �� i�k> �. Y��"' i A-32898 sogO" � � �� H x � v �1�1 \� C ` �,� �� f- -,��-�-�� "�, 17 TRAFFIC SIGNAL NOTES A-32899 � � � _ 1 ' � `G� '�- � l - -- --1 � �- � " _- _ � ,�'��;' � `��,\�� '�� c,� �=�l`�'�l'=�', 18 THRU 19 TRAFFIC SIGNAI.PLAN A-329p0 THRU j a m �� 1��11�i t._i ,'��`��,. 1\,� �' �� 1�� }�� Ro � � REDDING � ,�> i� � � �� 20 TRAFFIC SIGNAL SCHEDULES AND DETAILS A-32902 ��.R�RK �� KNicHTON MUNICIPAL G, �-� �� r �-�� ;�,�� L ��,�� AIRPORT l �� ° � ��,- � �3 �� 21 CONSTRUCTION SIGNS A-32903 U .� ' ' 1 Y..3 �'�'./f�, � � o \�-' t A-32904 THRU e° � `,r � 22 THRU 26 REU PLANS 2 o r A-32908 �.� �- s�o 0 PROJECT �OCATION �� z � DERSCH RD Q � NO SCALE �ey' � a i'`\ /\ � O /' \\ � Z � VICINITY MAP m � m NO SCA�E W W W W � H � � H t/� G. PLANS REVIEWED BY: } H Z � ^ m R.M.0 ~ � 0 z m 0 ELECTRIC APPROVED BY: SUPPORT SURVEY A-32883 RABA/ REDUCED ORIGINAL SCALE: NONE TRAFFIC CITY ENGWEER DATE DATE: JULY 2023 R.E.U. OPS PLANS SHEET 1 OF 26 WN ABBREVIATIONS �EGEND Z AB AGGREGATE BASE FM FORCE MAIN SC SAW CUT EXISTING N� z Q AC ASPHALT CONCRETE SD STORM DRAW � FMJA FLANGE MECHANICAL JOINT C> � - TELEPHONE POLE w^ ACP ASBESTOS CEMENT PIPE SDMH STORM DRAIN MANHOLE ¢ ADAPTER AT&T AMERCAN TELEPHONE & FOC FACE OF CURB SF SQUARE FOOT 17 � - JOINT POLE � TELEGRAPH - POWER POLE FT FOOT, FEET SHT SHEET Q � ASTM AMERICAN SOCIETY OF zo z TESTING AND MATERIALS �G FOOTING SIM SIMILAR J b - GUY PO�E � Q BSW BACK OF SIDEWALK G GAS S SANITARY SEWER, SLOPE --� ---� - GUY WIRE � � a BC BEGINNING OF CURVE GA GAUGE STL STEEL CE> EQ - ELECTRIC MANHOLE a GALV GALVANIZED � BCR BEGIN CURB RETURN GM GAS METER SQ SQUARE /y;;; QS - SANITARY SEWER MANHOLE � STA STATION s z BDRY BOUNDARY GP GUY POLE �C�` � - STORM DRAIN MANHOLE } o 0 BF BOTTOM OF FOOTING STD STANDARD �i;� - TE�EPHONE MANHO�E � � m� � GR GRADE w o 4 BLK BLOCK STRUCT STRUCTURAL OR STRUCTURE � GV GATE VALVE SVC SERVICE � Q - CALTRANS PIPE DRAIN o Y o"' � BM BENCH MARK HC HANDICAP N a BOC BACK OF CURB SW SIDEWALK C:i O - STORM DRAIN CATCH BASIN HDPE HIGH DENSITY POLYETHYLENE SY SQUARE YARD �NEEr� C CUT HMA HOT MIX ASPHALT T TELEPHONE ��'`� - MAILBOX �� "�ti�o CAN CABLE TELEVISION HORIZ HORIZONTAL s�Q � � C&G CURB AND GUTTER HT HEIGHT TB TOP OF BANK � - STREET NAME SIGN W� _� CB CATCH BASIN TBC TOP BACK OF CURB o_ . � - TRAFFIC SIGN �rs � � ID INSIDE DIAMETER o� �`� CCO CONTRACT CHANGE ORDER INV INVERT TBR TO BE REMOVED �j�--�-��----�-Ci - STREET �IGHT ��Is��3��s`� TC TOP OF CURB i�' CCS CEMENT COATED STEEL IRRIG IRRIGATION N'_V - 1� PADMOUNT TRANSFORMER CD CHECK DAM �T JOINT TFC TOP FACE OF CURB f-{�1-; - FIRE HYDRANT w JP JOINT POLE TL TRIM LINE CF CURB FACE, CUBIC FOOT - VALVE o z CLF CHAIN LINK FENCE L LEFT TW TOP OF WALL � � m � w � LAT LATERAL NP TYPICAL - S - �S- - SEWER �ATERAL WITH C�EAN OUT o � U CENTERLINE Z CLR C�EAR LB POUND UG UNDERGROUND �-- � - RODHOLE � �i � CMAC CO�D MI�L ASPHALT LIP LIP OF GUTfER UNK UNKNOWN . - PROPERTY CORNER � SURVEY MARKER (DO NOT DISTURB) o o a CONCRETE LF LINEAR FOOT USA UNDERGROUND SERVICE - CENTERLWE MONUMENT z CMP CORRUGATED METAL PIPE ALERT � LL LIMIT LINE CMU CONCRETE MASONRY UNIT LP LOW POINT UTIL UTILITY Q - CONTRO� POINT �jJ CO CLEANOUT (SEWER) LS LUMP SUM VB VALVE BOX ��"(" - JOINT UTI�ITY TRENCH � C0� CO�UMN MAX MAXIMUM VCP VITRIFIED CLAY PIPE F� CONC CONCRETE MH MANHOLE VERT VERTICAL - -C))j - EXISTING OVERHEAD UTILITIES � � Z Q CONT CONTINUOUS MID MIDPOINT VG VALLEY GUTTER - ELECTRIC LINE Q a CONTR CONTRACTOR MIN MINIMUM VIF VERIFY W FIELD (; - GAS LINE � W CONST CONSTRUCTION MISC MISCELLANEOUS W WATER __ � - TELEPHONE LINE W � WM WATER METER � � COORD COORDINATE MJ MECHANICAL JOINT q CORCS CITY OF REDDWG WV WATER VALVE BOX 1! - WATER �WE Id. � MON MONUMENT Q � CONSTRUCTION STANDARDS MKR MARKER WVB WATER VALVE -- --- S�u� - STORM DRAIN LINE O CP CONTROL POINT �N� NEW S - SANITARY SEWER �WE � � CS COMPOST SOCK � CSP CORRUGATED STEEL PIPE NG NATURAL GRADE — - T�r' - C.A.T.V. LWE (� (� CY CUBIC YARD NTS NOT TO SCALE - - - - - - - - - EASEMENT LINE J DI DRAINAGE INLET OC ON CENTER - - R�W - - - RIGHT-OF-WAY LINE _ DIA DIAMETER OD OUTSIDE DIAMETER R a DIP DUCTILE IRON PIPE OG ORIGINAL GROUND - PROPERTY LINE OH OVERHEAD i-i"t� i-r'CT r_i'' - GUARD RAIL o DWG DRAWING �r DWY DRNEWAY PC PROPERT`f CORNER —X—X—X—X—X- - FENCE � 0 (E) EXISTWG PCC PORTLAND CEMENT CONCREfE ��""' � - CUT/FILL LINE � z _C F _ — — Q o E ELECTRIC pE PO�YEfHYLENE � a � EA EACH pIP PROTECT IN PLACE ---- -C;�+��--- ------E�F�----------�— _ ENVIRONMENTAL SENSITIVE AREA W o EC END OF CURVE z PL PROPERTY LINE —ESA—X ESA—X - TEMPORARY ESA FENCE � EG EDGE OF GUTTER pp POWER POLE m � m EL ELEVATION PRC POWT OF REVERSE CURVE C� - EROSION CONTRO� (PERM) EP EDGE OF PAVEMENT PSI POUNDS PER SQUARE INCH W W F EVC END VERTICA� CURVE CD - TEMP GRAVEL CHECK DAM � O � PVC PO�YVINYL CH�ORIDE O EXC EXCAVATION PVI POWT OF VERTICAL —cs—CS—C�cs—CS— - TEMP COMPOST SOCK �- � EXT EXTERIOR INTERSECTION V� 0. F FILL �� QTY QUANTITY � � � - TREE (DECIDUOUS) � FES FLARED END SECTION RABA REDDING AREA BUS �ti� ,r AUTHORITY FF FINSHED FLOOR R RADIUS i z FG FINISHED GRADE "�� - TREE (CONIFER) � ^� RC RELATNE COMPACTION � � FH FIRE HYDRANT R�W RIGHT OF WAY f'�'�,, Z FHA FIRE HYDRANT ASSEMBLY wa.�w� - BUSH / SHRUB REINF REINFORCED OR �,w" m FL FLOW LINE REINFORCEMENT � FLG FLANGE RSP ROCK SLOPE PROTECTION A-32884 NOTE: THIS IS A STANDARD �EGEND SHEET. THEREFORE SOME SYMBOLS & ABBREVIATIONS MAY BE SHOWN ORIGINAL SCALE: ON THIS SHEET BUT MAY NOT BE UTILIZED ON REDUCED NONE THE DRAWINGS OF THIS PROJECT. PLANS DATE: Ju�Y 2023 SHEET 2 OF 26 GENERAL NOTES W" _ 1. A�L CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF REDDING CONSTRUCTION z STANDARDS (CORCS), THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CALTRANS STANDARD PLANS 2022 SUMMARY OF QUANTITIES z � CONSTRUCTION, DATED 2021 (GREENBOOK) AND THE CONTRACT SPECIFICATIONS AS - o THEY PERTAIN TO THE WORK DEPICTED NEREIN. CORCS AS APPLIES TO THIS PROJECT ITEM PAGE DETAIL (TEM QUANTITY UNIT �f SHAL� BE THE CURRENT VERSION AS POSTED ON THE CI�(Y OF REDDING WEBSITE, PAVEMENT MARKERS AND TRAFFIC LINES, TYPICA� DETAILS ................................................................. 12 A20A � htt : /citvofreddin or de artments ublic-works en ineerin construction-standards, PREPARE WATER POLLUTION CONTROL 1 LS N � g� � p � � 9 � PAVEMENT MARKERS AND TRAFFIC �INES, TYPICA� DETAILS ................................................................. 13 A20B AT THE TIME OF BID OPENING. PAVEMENT MARKERS AND TRAFFIC UNES, TYPICA� DETAILS 15 A20D WATER PO�LUTION CONTROL 1 LS ¢ ................................................................. zo z 2. A�L UTILITIES SHOWN ARE STRICT�Y FOR THE CONVENIENCE OF THE CONTRACTOR. PAVEMENT MARKINGS, ARROWS 19 A24A TRAFFIC CONTRO� 1 LS � Q UTILITY LOCATIONS ARE ONLY APPROXIMATE AND THE CONTRACTOR IS ADVISED TO PAVEMENT MARKINGS, WORDS ............................................................................................................... 22 A24D o � INVESTIGATE EACH UTILITY SHOWN AS WE�� AS BE AWARE OTHER UTILITIES NOT SHOWN PROJECT FUNDING SIGN 1 LS o MAY EXIST. PAVEMENT MARKINGS, WORDS 23 A24E o ............................................................................................................... CONSTRUCTION AREA SIGNS 42 EA � SHOULDER RUMBLE STRIP DETAILS, GROUND-IN INDENTATIONS ......................................................... 27 A40B � 3. CA�L BEFORE YOU DIG! THE CONTRACTOR SHA�� CONTACT USA NORTH DIGA�ERT AT CURBS AND DRIVEWAYS ........................................................................................................................ 155 A87A EXCAVATION (UNC(ASSIFIED) 185 CY z LEAST TWO (2) WORKING DAYS NOT INCLUDING THE DATE OF NOTIFICATION PRIOR TO s o DIGGING NEAR UNDERGROUND FACI�ITIES BE�ONGWG TO PG&E, AT&T, C.A.T.V., A.C.I.D., CURB RAMP DETAI�S ............................................................................................................................. 157 A88A m Z � o OR CITY OF REDDING. CA�L USA NORTH 811. ELECTRIC SYSTEMS LEGEND ................................................................................................................... 509 ES-1A o � m'��' � CO�D MI�L AC 2105 SY z � z " FOR CALTRANS E�ECTRICAL FACILITIES CA�� (530) 225-3469 ELECTRIC SYSTEMS LEGEND 510 ES-1B � � 3� o FOR CALTRANS UNDERGROUND COUNT STATIONS CALL (530) 225-3042 MICROSURFACE (TYPE II) 33295 SY W Y �w ELECTRIC SYSTEMS LEGEND ................................................................................................................... 511 ES-1C o o � 4. PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHA�L POTHO�E A�L UTILITIES TO BE E�ECTRIC SYSTEMS (CONTROL�ER CABINEf FOUNDATION AND PAD DETAIL) ....................................... 519 ES-3C ASPHALT CONCRETE 355 TON ��NEER*b CROSSED TO VERIFY THAT NO GRADE CONFLICTS EXIST. ELECTRIC SYSTEMS (ELECTRONICS ASSEMBLY CONNECTION DIAGRAM}(BATTERY BACKUP SYSTEM) ..... 527 ES-3K AGGREGATE BASE 155 CY P�� d� o� - 5. A�L TRENCHING AND BACK FI��ING SHALL BE IN ACCORDANCE WITH THE CITY OF ELECTRIC SYSTEMS (SIGNAL HEAD MOUNTING) ..................................................................................... 528 ES-4A -� REDDING CONSTRUCTION STANDARDS OR AS SHOWN IN THE CONSTRUCTION DETAILS CROSS GUTTER 315 SF - � �� ELECTRIC SYSTEMS (PEDESTRIAN SIGNA� HEADS) ................................................................................ 529 ES-4B a�� E�SEWHERE IN THE PLANS. TRENCH BACKFILL SHAL� BE MECHANICAL�Y COMPACTED. CURB AND GUTfER 135 LF �`�' �P THE CONTRACTOR SNALL NOTIFY THE CITY OF REDD NG ELECTftIC UTILITY PRIOR TO E�ECTRIC SYSTEMS (SIGNAL HEADS AND MOUNTINGS) ........................................................................ 530 ES-4C � s �se�a* EXCAVATING CLOSER THAN EIGHT FEET TO AN EXISTING UTILITY PO�E. ELECTRIC SYSTEMS (SIGNAL HEAD MOUNTING) .................................................................................... 531 ES-4D CONCRETE CURB RAMP 925 SF ELECTRIC SYSTEMS (SIGNAL HEADS AND OPTICTICAL DETECTOR MOUNTING) ...................................... 532 ES-4E 6. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR FURNISHING, SIDEWALK (4" PCC) 450 SF � INSTALLING AND MAINTAINING A�� WARNING SIGNS AND DEVICES NECESSARY TO E�ECTRIC SYSTEMS (�OOP DETECTORS) ................................................................................................ 533 ES-SA � w SAFEGUARD THE GENERAL PUBLIC AND THE WORK, AND TO PROVIDE FOR THE PROPER REPLACE MANHOLE FRAME AND COVER (SD) 5 EA Y o � ELECTRIC SYSTEMS (DETECTORS) ...................................................................................... 534 ES-5B AND CONTINUOUS SAFE ROUTING OF VEHICLE AND PEDESTRIAN TRAFFIC DURING THE '' ' ' ''' '' ''' ' '' '' '' ' m � w PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND ELECTRIC SYSTEMS (ACCESSIBLE PEDESTRIAN SIGNAL AND PUSH BUTTON ASSEMBLIES) .................. 535 ES-SC REPLACE MANHOLE FRAME AND COVER (SS) 4 EA o � F NOT BE �IMITED TO WORKING HOURS. THE USE OF FLAGGERS, BARRICADES AND Z `� w ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARD, TYPE 1 AND EQUIPMENT IDENTIFICATION N �'w� o CONSTRUCTION SIGNING SHALL COMPLY WITH THE CALIFORNIA MANUAL ON UNIFORM 545 ES-7B TRAFFIC CONTROL DEVISES CA-MUTCD . CHARACTERS) o o a � ) REMOVE PAVEMENT MARKING (THERMOPLASTIC) 2215 SF ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARD, CASE 3 SIGNAL MAST ARM LOADING, WIND 7. FOR ALL TRENCHING EXCAVATIONS 5 FEET OR MORE IN DEPTH, THE CONTRACTOR VELOCITY=100 MPH AND SIGNAL MAST ARM LENGTHS 15' TO 45') 548 ES-7E REMOVE TRAFFIC STRIPE (THERMOPLASTIC) 17252 LF Z SHAL� OBTAIN A PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY (381 HEMSTED E�ECTRICA� SYSTEMS (SIGNAL AND �IGHTING STANDARD DETAI� N0. 1) ............................................. 555 ES-7M W DRIVE, REDDING CA., 224-4743) PRIOR TO BEGINNING ANY EXCAVATION. A COPY OF PAVEMENT MARKING (THERMOPLASTIC) 5575 SF THIS PERMIT SHALL BE AVAILABLE AT THE CONSTRUCTION SITE AT AL� TIMES. ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARD DETAIL N0. 2) ............................................. 556 ES-7N � ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARD DETAIL N0. 3) ............................................. 557 ES-70 PAVEMENT MARKING (GREEN BIKE) 6255 SF Ue � 8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING MAILBOXES OR PROVIDE ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING, MISCELIANEOUS ATTACHMENT) ..................................... 559 ES-7R TRAFFIC STRIPE (4" THERMOPLASTIC) 1545 LF z Q A�TERNATE TEMPORARY MAI�BOXES APPROVED BY THE U.S. POSTAL SERVICE. E�ECTRICAL SYSTEMS (NON-TRAFFIC PULL BOX) ................................................................................. 560 ES-8A TRAFFIC STRIPE (6" THERMOPLASTIC) 29968 LF Q W 9. CARE SHA�L BE TAKEN TO PROTECT EXISTING PIANTS, SHRUBS, TREES, LAWN, ELECTRICAL SYSTEMS (FOUNDATION INSTALLATIONS) ............................................................................. 577 ES-11 W 0 LANDSCAPE AREAS AND IRRIGATION SYSTEMS. ANY ITEMS REMOVED OR DAMAGED TRAFFIC STRIPE (8" THERMOPLASTIC) 815 LF SHAL� BE REPLACED. A�L ITEMS WHICH REQUIRE REMOVAL OR ARE DAMAGED BY THE ELECTRICAL SYSTEMS (SPLICE INSULATION METHODS DETAILS) ............................................................ 572 ES-13A � (n CONTRACTOR'S OPERATION SHALL BE REPLACED TO ORIGINA� CONDITION AND TO THE E�ECTRICA� SYSTEMS (KINKING AND BANDWG DEfAI�) .............................................. 573 ES-13B PAVEMENT MARKERS 473 EA O � APPROVAL OF THE ENGINEER. INSTAL� SIGN 10 EA 10. EXACT �IMITS OF PAVEMENT REMOVA� AND RECONSTRUCTION SHALL BE DETERMINED IN REMOVE SIGN 17 EA �.�- � THE FIELD BY THE ENGINEER. TNE ASPHA�T CONCRETE ALONG THE EDGES OF THE TRENCH SHALL BE SAWCUT AND REMOVED TO A STRAIGHT LINE PRIOR TO FINAL MARKER POST 540 EA V U PAVING. EXPOSED VERTICAL EDGES WHICH WILL HAVE ASPHALT CONCRETE AGAINST J THEM SHALL BE TACKED WITH EMULSION PRIOR TO PLACEMENT OF ASPHALT CONCRETE. m TRAFFIC SIGNAL MODIFICATIONS 1 LS = a CITY OF REDDING CONSTRUCTION STANDARDS STREET LIGHT (STANDARD AND LED �UMINAIRE) 12 EA 0 MODIFICATIONS TO THE STANDARD SPECIFICATIONS ................................. PAGE 050.00 PULLBOX (2E) 10 EA � MATERIALS ............................................................................................... PAGE 100.00 PULLBOX (3E) 3 EA z TYPICAL STREET CROSS SECTION .......................................................... PAGE 111.00 � z CONDUIT (2" PVC) 2282 LF � � STANDARD AND SLOTTED CROSS GUTTER .............................................. PAGE 126.00 Q SIDEWALK STANDARD PAGE 131.00 CONDUIT (4" PVC) 327 LF W � W .............................................................................. CURB AND GUTTER (6") ........................................................................ PAGE 136.00 CONDUCTOR (#6) 2610 LF Y Z ~ CURB RAMP 'TYPE A' PAGE 141.10 m �- m Z CURB RAMP 'TYPE C' ............................................................................. PAGE 141.30 I� V Q _ 'NO PARKING' SIGN INSTALLATION .......................................................... PAGE 152.02 W � U' STREET SIGN BASE DETAILS ................................................................... PAGE 152.20 � O � PAVEMENT MARKINGS TRAFFIC �WES ..................................................... PAGE 171.00 � a Q HIGH VISIBILITY CROSSWA�K ................................................................... PAGE 175.00 } � MONUMENT COVER ASSEMBLY AND INSTAL�ATION ................................. PAGE 184.00 � 0 DENSITY REFERENCE GUIDELINE PAGE 601.00 Z Z .............................................................. TRENCH BEDDING .................................................................................... PAGE 609.00 � � TRENCH BACKFIL� ................................................................................... PAGE 610.00 � m 0 TRENCH RESURFACING DEfAI�S .............................................................. PAGE 611.00 z m JOINT UTILITY TRENCH DETAILS .............................................................. PAGE 620.00 � TRENCH �OCATION ................................................................................... PAGE 624.20 A-32885 GRADING DESIGN STANDARDS ................................................................. PAGE �00.00 ORIGINAI SCALE: REDUCED NONE PLANS DATE: JULY 2023 SHEET 3 OF 26 w� x / ___ U 1 -- CONTROL POINT TABLE z -- . - --- z a --- � CP No. North�g Easting Point Elevation Description � � � �� Q� .--. f � 601 2097108.10 6456523.92 506.18 COR WASHER � � �m � 609 2097148.82 6456097.53 491.33 COR WASHER � 610 2097208.4 6455518.05 50026 COR WASHER J ��, N� cP s ��-,� 3 � N �\ 611 2096960.03 6454943.39 509.37 COR WASHER � � � � PR�NCE,S-�_ ---_ � 612 2096918 6454584.71 522.35 COR CAP ON RE AR � o � N� • 620 7625.84 6454257.49 528.10 COR WAS R o ?j � N� � � 621 2095034.32 6454155.23 543.13 COR W SHER w � n �� 7' � 622 098459.23 6454046.30 545.23 COR ASHER ? N . � 0 � m � 624 N / 623 2 98352.26 6453870.34 543.93 C WASHER m Q }� � .n � o ca m vr � O �P s • � i 624 20 5244.32 6453527.30 542.95 OR WASHER Z ,� Z Z o .A (j1� � 625 � 625 209 156.00 6453248.89 548.72 COR WASHER w Y qa w � � c3� 626 2098 34.10 6453006.34 558.22 COR WASHER � � " 2 N '(�� P 621 628 20978 4.08 6452213.72 565.71 COR WASHER ��N�R*y,�d � � �P�.p O.a m P� Note: Contract r shall not disturb N ��R��(Q�� control points o property corners during ��_, s� construction acti i ies. �w "� • s � � CP 628 � °�tr� s�� Is��3a* � � � � � � W � � w N Z . mN � � Z W P 620 � � � z W � w PS,�P g'C \ Q o o a SN W � � _ o w � ' ___- ._______-- __:_ - m � J � Q�--_.. _ _ _ Q z � � CP 610 Z � �" Q Q W cP sos .� W � so� � � BV��S� m 0 � • CP 61 Q� F ? 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Z -- � o � A-32894 � ORIGINAL SCALE: � REDUCED �" = 20' PLANS DATE: JULY 2023 SHEEt 12 OP 26 WN 2 U Z Z Q _ Q THERMOPLASTIC TRAFFIC STRIPE THERMOPLASTIC PAVEMENT pAVEMENT MARKERS �� MARKING � PARA�LE� CYCLE �INES, CYCLE Q c� PARKING 9M 22 27B 32 TRACK 39 39A 38 40 BI,NE Xg RS�,KX STOP, TRACK, 22 32 38 9M zo z ARROW FWY, BUS HIGH VIS — — B�UE � �a SYMBOLS SYMBOLS LiMiT LINES, ONLY CYCLE HYDRANT o � YIELD � 6' SOLID �� 6" SOLID „ , , , & o 4" SOLID 6' SKIP 6 SOLID 6 SKIP 6' SOLID 6' SKIP 8" SOLID 6' SKIP ARROWS LINES, HIGH SYMBOLS TRACK TYPE D TYPE D TYPE G TYPE G o DOUBLE 6" SKIP VIS PED XING o XING � WHITE WHITE YELLOW WHITE YELLOW YELLOW WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE GREEN TWO—WAY TWO—WAY ONE—WAY ONE—WAY TWO—WAY � z > o � LF LF LF LF LF LF LF LF LF LF SF SF SF SF SF EA EA EA EA EA o � m Q � � 1545 125 8,378 3275 2,845 4,805 10,035 420 815 85 790 410 4,130 245 6255 350 75 35 3 10 � � �? � 32328 11830 473 � Y �w � �c�NEeR�e o�ee`� ��o 2 LEGEND FOR STRIPING STRIPING NOTES: d�s � �� o�� P � — TYPE I ARROW 10' (14 SF) 1. PAVEMENT ARROWS SHALL BE CENTERED IN LANES. ��S��r*s � — TYPE I ARROW 18' (25 SF) 2. PAVEMENT ARROWS SHALL CONFORM TO CORCS, PAGE 172.00. � � — TYPE IV (R) ARROW (15 SF) 3. STRIPING DETAI� NUMBERS REFER TO CALTRANS STANDARD N' z � PLANS A20A, A208, A20C AND A20D. r � c� — TYPE IV (�) ARROW (15 SF) m � z w 4. CROSSWALKS AND STOP BARS SHALL BE 12" THERMOPLASTIC. � � � <� — TYPE VII (R) ARROW (27 SF) Z w (10' FROM INSIDE STRIPE TO INSIDE STRIPE) o o a � — IYPE III (B) ARROW (73 SF) 5' TYP. � XX — CALTRANS TRAFFIC LINE 24' 24' 18" TYP. Z W DETAIL NUMBER �TYP TYP � g� — BIKE LANE SYMBOL & ARROW C7 ~�y p T T p� 6{. 9� Z B� — BIKE DETECTOR SYMBO� 8 � a m o 0 0 0 0 0 � 0 W SH — SHARED BIKE SYMBOL � W � 5' TYP. � Y O 39 4" WHITE STRIPE HV — HIGH VISIBILITY PEDESTRIAN CROSSING �P O � AT CYCLE TRACK PER DETAIL SHEET 14 F � VG — HIGH VISIBILITY CYCLE TRACK CROSSING BIKE BUFFER FOR ON-STREET PARKING (TYP V U (GREEN) PER DETA1� SHEET 14 � J O SCALE N.T.S. m C\/1/ — CROSSWA�K = SIGN PLACEMENT ABBREVIATIONS SIGN LABELING a SB — STOP BAR RM rREMOVE SIGN — S fINSTA�L NEW SIGN EXAMPLE OF EXAMP�E OF o -- REMOVING A SIGN INSTA�LING NEW SIGN Z W GC — GREEN CYC�E TRACK SSBM �STRAP & SADD�E SIGN BRACKET MEfHOD l __ . _ _.____ ____ R S NOTES: Z � SSBM IS USED WHEN W16_9P Rt-5 Q o � MOUNTING TO UTILITY POLE �j � Z OR STREET �IGHT (j� o Q Y zc m SIGN QUANTITIES m v o W W Q CA�TRANS CODE D11-1 R81 (CA) R81A(CA) R816(CA) R9-6 R24 R32C RABA W16-5P R61-7 R61-5 R1-1 W � � J BIKE YIELD TO 2 HR PRKG N a p DESCRIPTION BIKE ROUTE BIKE (.ANE BEGIN END PED PARK PARALLEL 8_6 RABA STOP LEFT ARROW ARROWS ARROWS 18" STOP F— Z REMOVE SIGN QUANTITY 9 1 0 0 0 1 1 2 1 2 0 0 Z W � ^ W NEW SIGN INSTALL QUANTITY 0 1 0 1 1 0 0 2 0 0 2 3 � � Q o a 17 EA SIGN REMOVED 10 EA SIGN INSTALL z m 0 NOTE: SIGNS SHA�� BE INSTALI.ED IN QUICK—CHANGE BASES PER CORCS, PAGE 152.10, NO PARKING SIGN PER CORCS, PAGE 152.02 A-32895 ORIGINAL SCALE: REDUCED �" = 20' PLANS DATE: JUIY 2023 SHEET 73 OF 26 CYC�E TRACK TREATMENT DETAILS w" 22• 2r � �� _ U Z 24�� 2�� Z ¢ MARKER POST PER g� TYp LENGTH PER PLAN W� � SPECIFICATIONS (TYP) � g�KE LANE � 12" �12° � � 4 WHITE STRIPE J � � � � � � � TYP zo z 6' � Q BIKE LANE—•�- 39 4" WHITE STRIPE � o � O3 PARA�LEL PARKING LINES a SCA�E: N.T.S. 2' TYP—►� �-�— � {2' MINIMUM) . . O O O 18� Z 2' TYP � a O o � mo � 5� 39 O I ... Z � Z Z a TYP. �20"f-�—� 24„� ' ��-, Q�' WIDTH 25' � O Y �W U PER PLAN TYP. �� NELH.� �2.5� NOTE: A�� CROSSWALK MARKINGS SHAL� BE � ti� O.C. 120 MIL (MIN) THICK THERMOPI�ISTIC o�� o� HIGH VISIBILITY PEDESTRIAN CROSSING AT CYC�E TRACK ° �o � �PAVEMENT MARKING HV d�s " �TRAVEL LANE sca�E: N.T.s. oa� �*s�e OCYCLE TRACK GUIDE LINE Oj BUFFERED CYCLE TRACK SCA�E: N.T.S. LENGTH � SCALE: N.T.S. PER PLAN � �Z .'� - � c� �2�—�� r m � w � Z � U r�'P BA BL � W w 39A �� o o a � o � Z I DRIVEWAY 8, �P W f---=� -�—4' TYP � C9 � - - -- — __ _ - Z , NOTE: AL� PAVEMENT MARKINGS (GREEN BIKE) SHALL BE Q a DETAIL A �-� 7 FOC 6 120 MI� (MIN) THICK THERMOPLASTIC 0 W THIS SHEETZ �� 6 U (TYP.) �-�—a'-o'� � � MB,4 MODIFIED BIKE LANE ARROW O H I G H V I S I B I L I T Y C Y C L E T R A C K C R O S S I N G (G R E E N) �q �� 5' (TYP.) HVG O � GRID SPACWG: 3" SCALE: N.T.S. op � � � � � � � � � r=� A — 6.5 SQ. FT. O DEI'AIL B (TYP) ` � � THIS SHEEf 3' a MODIFIED V V CYCLETRACK RH� �CA� � MIN. 5' FROM END . LIMIT IINE OR END R81 B (CA) m OF BUFFER (TYP.) � CROSSWA�K � a ODRIVEWAY CYCLE TRACK AREA STOP 18 2 R�-� ne�o R9-6 SCALE: N.T.S. ro 0 PEDS � � � J � � ' � Z � � 1 � ^ Q Q � GRID SPACING: 3" � cO � a a � A = 4.5 SQ. FT. �j p Q BA BIKE LANE ARROW 4 '� Y Z GD � o 6" YELLOW 3' g' � m � 0 84" 84" � (,� F � MIN. MIN. W W W OA CYCLE TRACK STRIPING o O 0 N � � w SCALE: N.T.S. � � a p � N � ~ � � � Z L `° ~ � ,8�� ; z w �2" ,2° � � a E--3'-a--� � � a GRID SPACING: 4" �2 SF� � z A = 7 SQ. FT. g� LARGE BIKE LANE BD g�KE �ANE DETECTOR SYMBOL DETAi� 5 oETAi� 6 � SYMBOL (2" GRID) A-32896 USE FOR BIKE LANES SIX OR MORE FEET WIDE ORIGINAL SCAI.E: OB YIE�D TRIANG�ES FLEXBOLLARD WITH SIGN POST DETAIL REDUCED �" = 20' SCA�E: N.T.S. 5 s P�ANS DATE: JULY 2023 USE FOR SIGNS SPECIFIC TO BICYCLISTS SHEEf �a oF 2s 'T' 15+73.8 2`4'R � � OF RAMP 'T' 17+62.2 44.1'L ' � + � � w`" FL=565.5� MATCH E TBC=567.14 ' � BC, TBC=567.11 _ TRINITY ST C_7� �T� 17+53.3 44.z�� ; ; , " � ��, � , z �� ' - � i i H Z a � i � - o MATCH E FS-567.3 i I w� --___. -- _ _ _ � - -__ _ _ \ i � , a � � I �,,,y��,�� -------- i i �I - � I F- v� -- ---- .___ "'__ _..__ ..... -. _... , ...._ .}"_ �. 4 � ... __..._...... ___ .. ._._._..._._ �. ..._..__.._... . ��c>��r��o��> � �� Q � T' 15+60.2 30.4'R �7 � °�° " T' 17+45.1 38.2'L -- � J Y zo z . c a o a � MATCH E SW t° "�'"`"°� � � � � MATCH E� SW . � I, ` � � � � , � ��` � � � --------. _. MATCH E FS-567.3 FG 565.90 ��0 � Q o U 0 x _ __ � c� � N � 11 � t " ---_ -- 66� ' o 6' --- 5 , > o 0 FG 5 / 9 ma y� � f� �l 8 ,,a<�°a°,. / i � z � z z Oy """ ,� �`"O�C. o�tl�., ,/ � � a J F ___ ________ -._ .��,��> (,' �� 1 O _____. ,��W _.. _ _.... . -� � ��u %' o Y o LLt � I - "` � ( .�,�.�F �G\NEER i�b _ "__. __'_' _' r, 1 .��^' o�,C=Ge� �o �r Q i �� J 'T' 17+45.1 28.8'L _ . __ � ' +26. 9. 'L �-i � �4 OF RAMP, FL=566.55 d�, � � MATCH E TBC=567.00 � d� �� P ��'lS193N#5 'T' t + 8. 'L TB�=566.99 TRINITY ST DETAIL 1 w sca�E: �"=5' DETAIL 2 m � z SCALE: 1"=5' z � � � w a; w Q & 0 o a 'T' LINE , , / \\ 'T' LINE CONSTRUCTION NOTES _ _ t�� , :>� ��,�,) � ;_�; ��A �t; ,� vc�>� _ _ _ . z w- - - - - - - - --7- - - - - - - > �`__-, ', � � SIDEWALK (4" PCC) ', PER CORCS, PAGE 131.00 �e � v Z � PERC ORCSGP GE 136.00RT> TRINITY ST `� � W � MODIFIED CONCRETE CURB RAMP '� � � (NPE A) PER CORCS, PAGE 141.10 `'�! (n ' LL Y ❑4 PROTECT IN PLACE �; O O F� � `�„ C�___ _ 7�, �C) �r (�"' t�) f- '+��'` �5 REMOVE (E) STORM DRAIN PIPE 'T' 1+ . 7.3'R �' BC, TBC=563.05 5 U U I 'T' 2+08.` 0.9' 'T' 22+09A 27.4'R J � MODIFIED CONCRETE CURB RAMP ' TBC=561.13 EC, TBC=561.05 m (TYPE C) PER CORCS, PAGE 141.30 'T' 1+43. . 'R I F�=560.63 = 'T' 21+29.2 27.3'R 2 FL=562.45 a MATCH E TBC , 'T' 22+01.9 29.8'R 'T' 22+23.2 27.5'R � MODIFIED CROSS GUTi'ER I FL TBC=560.62 MATCH E TBC o PER CORCS, PAGE 126.00 I � -�- -- _ _ g _ { . . .______ _,.__ . ' Z CONCREfE CURB RAMP PER CALTRANS ' _ --- - - - - , � STD PLAN DEfAIL A88A CASE B - . . - . . - . . - . . - . - - . . �-„ - .:i._ - . . - - - - - - -- o _ . .►- ► . �-:. ►. t .._ I _ �' - -- - � TBC=562.97 rt:; �D 1C.:, �Sf'; �_� ��_�� `` i,��, ,�,��; F�J' ;i a a EXISTING DETECTOR LOOP HOME RUNS, T' 21+42.8 30.8'R " f � rC � I � F � � � g �'�� FL-582.A7' � I �� , �z, � � W � J PROTECT IN PLACE � � i ,, i � �U,�.x��,.„- � 1 Z a � ��h� . � 'r� `�U 10� �.;SF'i i � k. y.,i>;%' v� 1 � CURB AND GUTTER PER CALTRANS STD $% 2% :°��"<'� � � � � �� ' c`�n`,"� 1.9% � ��-- m W 10 PLAN DETAIL A87A TYPE A2-6 MAX � � MAX '>°o�o`` ( 5 � �`�`°�"� 6 � `�" � � �� m U � ✓ F- ;��<<>�� i �� °� � W LLI p ��.. � �� J K) 11 1 �� ._ ._.._ �/�/ �� r' `�� W � NEW SIGNAL POLE �-. I � i SEE SHEEf E-3 FOR DEfAILS c � 4.9' ", � � � v tv II �.l,i � r � � _ 'T' 21+� 7.0'R �� BC, TBC=561.18 _ _ - � .. i � / 4 � _ -/ � F�=560.68 -�' __�,)-- o _ -. _ h�W=__ -- -. � a � � _ - - �z W � I i x i � z i �� i � � � � �� i 4 I- 0 TBC=56314 i T' + .U. 40.�'R FL=562 64 � END TRANSITION �, �, � �1 � � � + 1 Z V b� Q i TBC=563.00 �> � �EGEND �o�� , /,, 4 , TBC=561.23 � � x%' .' FL=560.73 � I . i 5, z �� _ i I 4I I i I I � �� 2 � �� o � AC TIE-IN PAVING � �I �� I � � 'T' 21+42.6 47.5'R � ��' 1 I I � � � , � � � MATCH (E) TBC � �� '�; ; ; � �i BEciN TRANsiTioN To W I i ,, �i A-32897 6" CURB AND GUTfER z DETAIL 3 �T' 22+00.0 46.9'R ORIGINAL SCAIE: a MATCH E TBC REDUCED �� = 20� SCALE: 1��=�J' PLANS DATE: JULY 2023 SHEET 15 OF 26 WN S U Z Z Q — Q W^ J Q U � J ZO Z C� 3 � � 1059 CONTINENTA� ST — �� o 1' OFF (E) EOP � o � 4 �3� CONTINENTAL ST 4 ,3° � z R�W � _ x �_ _ _ — — � —,_ r_- F�/w— - __ — —— — — _ o � m� � _... � . \ � � � . . Z Q? o � �/ \ T END SAWCUT N � � � `:'" ,-" _� �__ �� ,i i --. - _ `� v __� �v.`,._ _� `� ..__. 1.!_.r__.. �� .......... , __" _.__._.... _._ _. _ _ _ _. /L �, ' . .✓�' W Y K W _ .... ... . �— ....... ..._ � � U 33+00 " �� 37+00 ��NEER*� CP 622 2' SAWCUT LINE 34+00 'T'LINE 35+00 36+00 _ - �- -- - - �— ��:Qa �bo I- - -� - - -I �— - � - 'F �,� � 1' OFF (E) LIP OF GUTTER 4 w� =o BEGIN SAWCUT � �d s� " �� I =" Q. . *s�P f-�..,. ..._ ;`s. �.�_ �� _ �.�' `�'�� ` ..._ _. --=�_ --, �=� �, _- .::_ ti"� �� P � �`�i _ =_ ' --� - _ ..,. _- `-�- i t �- �' _ _ _.. - _;-_ =__ __� ��,� U �F \� } � `� i�3a ..\\ �-r - — - m"'�' 7 � .,- ..r.__�_ _.r..._._,_...._.. .._... -.� � �. I I - _ � . R W=� �' i (?i �iI I r I 1 1 � oa 1 � ,—m._._,__ ......_.. _�.�.,._.. _ z I � i II�� f __ � � �I �il �� > � � � N z � I Q �� 7 I I I �- 1,I � � _ I iI� I�i I o � w � 11�0 CON7�IN�NTAL ST 1156 CONIINFNTAI.. ST Ii1 I �-- --- - -' w � i i;, i�i i ; �oz5 rr�iNirY sT ��14 coNriNEN�rA� sr� ��>4 ��NriNENrA� srl � � ( ii, w �i� LEGEND � � w � � wa & � oo a DETAIL 4 W UNCLASSIFIED EXCAVATION Z 0.2' AC W SCALE: 1"=20' o.s5' ,aB � �' ~ Z � � AC TIE—IN PAVING � � W 0 � � 0 � H � V U J 22' m CONSTRUCTION NOTES _ __ - _ _ _____ a � SIDEWALK (4" PCC) 3 0 PER CORCS, PAGE 131.00 rJ' a __ _ - —�, �--� 1 � � CURB AND GUTTER (6" VERT) i l Z PER CORCS, PAGE 136.00 I �� Q o � MODIFIED CONCRETE CURB RAMP � � �j � 3 (TYPE A) PER CORCS, PAGE 141.10 � l �m W � J rr o, c c�u�c,�- � i 4. 7"+,p�, � Z Q L COO 'a4yt, � � ~ .......—— .....— ____ .��.... _ —— ..' _ �4 PROTECT IN PLACE _ .__.__ m I- m 0 _ __ __. _ -- __ _ _ .. --- ---- Z 'T' 47+83J 28.3'L i 'T' 4 8+0 5.7 2 8.3'L W W O MATCH E TBC=521.1 v� � O V MATCH E TBC=521.4 H � � ' 4 .7 . ' f/� d � Z CONTINENTA� ST F�52�M5 z °v a ^ � H � 0 DETAIL 5 0 SCA�E: 1"=5' A-32898 ORIGINAL SCALE: REDUCED �" = 20' P LAN S DATE: JULY 2023 SHEET 16 OF 26 �N W _ �a�:1��E:F�� I��IO��E'.� �JE'.�a�:1��D� z w z Q 1. THESE TRAFFIC SIGNA� P�ANS ARE ACCURATE FOR E�ECTRICA� WORK ON�Y. EXIST NEW � w� J 2. FOR ACCURATE RIGNT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT "LI GH T" "DARK" CONDUCTORS OR EQUIPMENT � TNE CA�TRANS DISTRICT 2 OFFICE. �' � � J STANDARD OR PO�E 3. ALL WORK TO BE DONE AND MAI�RIALS SUPPLIED SHALL BE PER LAZ�ST �_/ zo z EDITION OF TNE CITY OF REDDING CONSTRUCTION STANDARDS, CA�TRANS � Q STANDARD P�ANS AND SPECIFICATIONS DATED 2022. <� � PUSN BUTTON ASSEMB�Y POST o � 0 4. LIGNT TEXT AND LINES INDICATES EXISTING AND DARK TEXT AND LINES .- o INDICATES PROPOSED. �a� C�A STANDARD AND PO�E �ABE� � � � 5. SEE CA�TRANS STD P�ANS �IST ON SHEET A-3 FOR ADDITIONA� ABBREVIATIONS, � � z �EGENDS, SYMBO�S, AND DETAI�S USED IN CONJUNCTION WITH THESE TRAFFIC ----- —" "— CONDUIT � w � o SIGNA� P�ANS. o � m m � , �� Q CONDUIT �ABE� � `� � � � 6. A�� SIGNA� FOUNDATIONS SHA�� HAVE 3 MINIMUM C�EARANCE TO GAS AND � E�ECTRICA� FACI�ITIES. o o � �� PROJECT CONSTRUCTION NOTE �. IF EXISTING �OOP DETECTORS ARE DAMAGED DURING INSTA��ATION OF NEW �N�,N t �OOPS, REP�ACE DAMAGED �OOPS WITH NEW TYPE A AND D OR TYPE C �OOPS AS DIRECTED BY TNE ENGINEER. - -I-C = � ---F-�►- VENIC�E SIGNA� NEAD o�PQ��y ��d� � N Q � 8. A�� SIGNA� HEADS SHA�� BE �ED TYPE WITH META� HOUSING, BACKP�ATES, AND o �� VISORS. HOUSINGS, BACKPLAZES, VISORS AND MOUNTING NARDWARE SNALL BE - �b� -"" � -�#� VENIC�E �EFT-TURN SIGNA� NEAD �, 6�'y Z . P B�ACK. BACKP�ATES SHA�� BE �OUVERED AND SHA�� NAVE 2" YE��OW �'��.�s,�3� � RETROREF�ECTIVE STRIPS. VISORS SNA�� BE TUNNE� TYPE. ' �� m PEDESTRIAN SIGNA� NEAD � z 9. SA�VAGED TRAFFIC SIGNA� EQUIPMENT SHA�� BE DE�IVERED TO CA�TRANS � � � E�ECTRICA� MAINTENANCE YARD AT 5065 MOUNTAIN �AKES BOU�EVARD, _� � SIGN ,� o w REDDING, CA 96003. PNONE: (530)225-3062. � � z m o 10. THE CONDUCTOR SCHEDU�E IS FURNISHED AS AN INSTA��ATION GUIDE ON�Y. IT �1�`J �� VIDEO DETECTION CAMERA � o � � SHA�� BE THE CONTRACTOR'S RESPONSIBI�ITY TO PROVIDE TNE APPROPRIATE � w � NUMBER OF CONDUCTORS REQUIRED FOR COMP�ETE OPERATION OF TNE SIGNA�. ;_; �� TYPE A �OOP DETECTOR o o � 11. A�� SIGNA� HEADS SHA�� BE COVERED AFTER INSTA��ATION AND BEFORE SIGNA� TURN ON. SIGNA� COVERS SHA�� BE FROM TSSCC OR APPROVED EQUA�. � _ � �__� TYPE C �OOP DETECTOR Z NO CARDBOARD OR GUNNY SACK COVERS. W 12. A�� CONDUITS SHA�� HAVE BUSNINGS INSTA��ED PRIOR TO INSTA��ING �;� �� TYPE D �OOP DETECTOR � CONDUCTORS. STEE� CONDUITS SNA�� NAVE �AY IN STY�E �UGS THAT ARE CAST � I— INTEGRA� WITH THE BUSHINGS. A�� CONDUITS SNA�� BE CA�TRANS SPECIFIED � - � Q PU�� BOX Z � TYPE 3 WITN THE FO��OWING EXCEPTIONS: � _ � _ Q � INSTA�� TYPE 1 CONDUIT BETWEEN THE SIGNA� PO�E FOUNDATION AND THE '� �' SERVICE EQUIPMENT ENC�OSURE � Lll NEAREST PU�� BOX. `� � � � Ll.l L1 � A�� EXPOSED CONDUIT SHA�� BE TYPE 1. �'�>`� /�%� CONTRO��ER CABINET AND FOUNDATION � t� L� � 13. WITH THE EXCEPTION OF NEW CONDUITS FOR ANY NEW AND RE�OCATED PU�� ('� � BOXES, CABINETS, OR PO�ES, A�� CONDUCTOR AND CAB�E CHANGES WI�� OCCUR i�' INDICATES TO BE REMOVED O IN EXISTING CONDUITS AND PU�� BOXES. � _ � V V J m _ � � Q � � W w � � m � � z ~ W � W Z W O C� � � � � a C� � �- Q H � Z ~ � h 0 z m 0 � E-1 ORIGINAL SCALE: NONE DATE: 05-01 -2023 SHEET 1 OF 4 �011�5 C�-1� �H��Z�= W N ``�� U �� RS EXISTING CONTRO��ER CABINET CONTRO��ER ASSEMB�Y, AND BATTERY BACKUP SYSTEM IN SIDE—MOUNTED ° z �� , ,�, �°.: �� CABINET. RESET A�� CAB�ES AND CONDUCTORS. 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N 0 SCA�E �— EXIST 2 C, 1#8, 2#6, 1#6G g �'��:�� ,� � mmmmmm � � �� o 2"C, 2 D�C, 2 SIC � � J� �'� �' ,� � a ��:`;Y� �� i ' � � 4s3 0 '� ( `�'—�� —�----i�� ' ' I � ' � � �k; APS �s4P,�s6P ��--� ,�� , �� a. , � 140 TO ; � ; ��•�L � E 3 C�E:1'AIL A ' cRosswA�K � : ;; MODIFY SIGNAL AND LIGHTING . NO SCA�E � , � �� NO SCA�E ORIGINAL SCALE. � � � � � ; � ' MARKET ST AN D TRI N ITY ST 1"= 20° � 212U 212� ' : � � DATE: 05-01 -2023 __�.......... � DESIGN SPEED = 30MPH � �' SHEET 3 oF 4 �N W POLE AND EQUIPMENT SCHEDULE CONDUCTOR AND CONDUIT SCHEDULE _ U PEDESTRIAN � STANDARD VEHICLE SIGNALS APS z � SIGNA�S LED SIGNS SPECIAL REQUIREMENTS CONDUCTOR DESIGNATION CONDUIT SIZE AND RUN NUMBER _ o SMA LMA LUMINAIRE w� No. TYPE �� MOUNTING � MOUNTING � ARROW � � � � � � � � � � AWG SIZE PHASE b POLE L?� �?� �3� �4� �5� �6� �?� �8� �9� �1d� � 3 OR TYPE CIRCUIT » » » „ » » » » „ » 3-3C 4C 4C 3� C 2C 3C 3C 4C 3� C 2C J O�C B TV-4—T Q � �a; 1 —B 4P SP-1 —T 12CSC 3,4P,O�C B ��`� 1 zo z NRTBOS (MOD) a (VEH-PED) NRTBOS �_� � Q O�C B 3,8,8 P % O 1 1 0 � 3 MAS � �B 19-3-100 30' 12' 8 MAS 8P SP-1-T ROADWAY M�K� 5,6 P \�� 1 1 1 � 11 R61-5(CA) 6P,8P 1+1 1+1 1+1 � 8 SV-1—T 2,5,2P i i ��`� 1 1 1 1 � � � c� �� d/ m � � o �c; 1 —B 5 TV-1 —T 6P SP-1 —CS 6P,8P _�,,, � � "~— i� o W Q 5 MAS-4C = � 2P,8P �e� 2 2 2 2 2 � � m m � � '� — ROADWAY TRINITY 7,8P ;% �''� 1 1 1 1 1 w � U o �d; 26-4-100 40' 12' 2 MAS 2P SP-1 —T 1 R 10-27a `f� � � � 2 SV-1 —T 4,7,4P,OLC B i�`� 1+1 1+1 1+1 1+1 /` o v � e; PBA POST 2P,8P '� NRTBOS �g� ��G,N �_ ��f � 1 —B — — 8P SP-1 —CS ' 2P,4P �h� 2 2 2 2 o�P�,��` ��do �_, 7 N 1 T 1,2P �'`� 1 1 1 N � Q N J � MAS �� " �� 4 MAS 1'6'6 P % /J ��1 i 1 � o�°.��y Z S P ��1 �— 4 SV-1—T ROADWAY MARKET 3 C S C j,; '�,1 � s,�3� �g; 1 9—3—1 0 0 3 0' 1 2' 4 P S P—1 —T 1 R 6 1—5 C A �P g A� / 6 P,4 P �k� 2 2 2 W O�C B �_3_� � } TOTAL 12 3 CONDUCTOR CABLES �+2 3+1 3 2 1 1+1 2+ 3+ � � � � NRTBOS (MOD)* � � 3 3+ 2 2 2 2 4 2 � N z O�C B #8 STREET LIGHTING 2 2 2 2 2 2 2 � � � �— #6 CONTRO��ER POWER 2 m � W � h � PBA POST 2P,4P "� � �n `—� �� CAMERA b2,b5 1 1 1 1 z � ' �� C� �j � VIVDS � i ; 1 —B 1 TV-1 —T 2P SP-1 —T CABLE �3��8 1 1 0 0 � 1 MAS-4C (RG-59/U `�4�`�� 1 1 1 1 �'�� , , — ROADWAY TRINITY +18 5C �1 ,b6 1 1 Z �j , 26A-4-100 40 15 6 MAS 6P SP-1 —T 2 R 10-27a / � 6 SV-1 —T TOTAL CAMERA CABLES 3+1 1 +1 1 1 1 1 2 W �k ; PBA POST 4P,6P � APS CABLE 1 2 1 1 1 2 � s�1 1 1 1 � � N OTES: s�2 4 4 4 Z Q 1 . ALL EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE. 24"X24" B�ANK �3 1 1 1 1 1 � a 2. NRTBOS = NO-RIGHT-TURN-BLANK-OUT SIGN. 6„ �_ OUT SIGN WITH �4 1 � C1 NO-RIGHT-TURN DLC s�5 1 1 1 W * USE POLE PLATE, SEE CALTRANS STD PLAN SHEET ES-4E FOR DETAIL. TYP.�— INDICATION �6 4 2 4 � t/) �� s�8 1 1 1 1 1 � � „ � �' A 6 � o�c B 2 1 1 1 TYP.� 1_ � TOTA� D�C CAB�ES 14+2 5 7 2 2 1 5+1 5+1 („� V OO _ SIC 1 J PL101N ELEVATION PERCENT CONDUIT FI�LED 31 % 24% 23% 16% 12% 1 1 % 21 % 18% 32% 12% m VI VD S = CAMERA � NOTES: a ASSEMBLY 1 ' o DETAIL F - TV-4-T CI��'OD 1 . ALL CONDUCTORS/CABLES ARE EXISTING UNLESS NOTED OTHERWISE. (Min) � SIGNAL MAST ARM MOUNTING BRACKET NO SCALE 2. 1 OR +1 = NEW CONDUCTORS/CABLES. J N NYLON STRAP T 3. EXISTING �3 DLC 316U CABLE WILL BE ASSIGNED TO NEW �8 DLC. Q � � yp� 4. EXISTING �4 DLC 416L CABLE WILL BE ASSIGNED TO NEW �7 DLC. �- I- � 61 /64" STAINLESS 5. NRTBOS = NO-RIGHT-TURN-BLANK-OUT SIGN. SIGN WILL USE ONE Q 0 STEEL BANDS 7.5�� 15" 13.5" OF THE 12CSC CONDUCTORS. � 0 0 _ » W z 61 /64 STAINLESS MAST ARM , , , � a 0 STEEL BANDS 1 6 6 — tA MANUFACTURER'S 22.5" TYPE D � � � � ~ J COUPLING, WATERTIGHT, HYBRID CABLE 24.5" � C.> > 1 " �b (Max) / (5 TURNS) TYPE A TYPE A W W p 6" DRIP LOOP COUPLING, _./ W -� w � � V WATERTIGHT, � � � >, � a � 1 tb Max 25» LIMIT LINE A 25„ „ � Q 6 D R I P �OOP TYPE D AND TYPE A LOOP � � ELEVA110N SEC110N A-A DETECTOR ARRAY - PULL BOX Z � N OTES: „ I'� DETAIL I o� � 1 . MOUNT CAMERA ASSEMBLY USING C�AMPING DEVICES. 22.5 24.5 F-- � 2. EXACT MOUNTING LOCATION OF CAMERA ASSEMBLY AND BRACKET WI�� BE APPROVED BY ENGINEER IN THE FIE�D. SPLICE (Typ) NO SCALE o Q 3. DRILL NYBRID CAB�E ENTRANCES ON SIGNAL PO�E FOR WEATHERTIGHT COUP�ING AS REQUIRED. LOOP SPLICING DIAGRAM � � 4. FORM DRIP LOOP WITN HYBRID CABLE AT THE ENTRANCE INTO SIGNAL MAST ARM. � 5. RUN A SING�E HYBRID CABLE CONTINOUSLY FROM THE CAMERA TO THE CONTROLLER CABINET. SP�ICES ARE NOT A��OWED. � 13.5" 15" 7.5" ��L H E_4 NO SCALE MODIFY SIGNAL AND LIGHTING DETAIL E - NEW POLE V'IVDS CAMERA IN�TALLAl10N DETAIL G - TYPE D LOOP (MOD) ORIGINA� SCALE: MARKET ST AN D TRI N ITY ST NONE NO SCALE NO SCALE DATE: 05-01 -2023 SHEET 4 OF 4 A WN - - - _ - - - - � z - - - - - A ---- - � w B _ - " -- ------- -- -- ---- z < ---- W� 0 B J ---- Q ___ - U __ — A � � -- — -- -- __ i g � �� zo Z __ A � '`' \ B � N c� � ` �.,��__ � o A c� �' � � � g v� �\ � PRINCE ST -- A ,� � 2 0 m / � � � � � `� B 2�' / > � � � B �°� � � � o � m N � /� �, c�� a � � � Z Z o � n N 3 J B � (i•/` O y �W V `• ' �� y ,�.� a�WEER�e Z� �Ft\N� e P "do P,� a Q a , � g ��P� A dWsb� " �� B A � A g °��1s,�3a�S`P A � � B A � } o �� A g A B m � W o � W ro U B A Z W P5�P S� � o o a sN w g q - o i- � -._________ _ _ m w q � Q � _—- i- /� -�_ _ � -- -----___ z Q �� __ - 4' LE ERS P 6V�� W � � � � � � o � q � � A� I S E T Y B � /N ° o TY PROVI B A O� 3. 3" LE ERS n . F P � � � � t� O SIB E FI I O • �,aF Eo � � � �� A�IF CL TE � � � N ES EN ,FaR��P ' q g z� A � g a � ED RO GH HE GREENH USE FUND) r � o � A FORD BLE OU ING ND SUSTA� ABLE I M cn � TN OUG TNE STR TEG G�OWTH I� AN THE LIFOR IA � � � o EPA TMEN OF HO SINC� AND �C DEVELO ENT � Q o C NTRA TOR: C NS UC ION C . • ###— �� 2,,, � CO RUCTI N M NAG R: NI K VIS � N0. 22 4170 � � � \ W � '� 2" LETTERS Y o � NOTE: m ~ m y Z CONSTRUCTION AREA SIGNS (STATIONARY MOUNTED) W L1J ° 1) EXACT LOCATION TO BE DETERMINED IN THE W � � FIELD BY THE PROJECT ENGINEER NUMBER AND SIZE OF TYPE CODE PANEL SIZE SIGN MESSAGE EACH � 0 � POSTS PER SIGN 2) SIGN PANEL SHALL BE 3/4" EXTERIOR GRADE F � PLYWOOD OR CITY APPROVED EQUAL � W20-1 36" X 36" ROAD WORK AHEAD 1-4" X 6" 21 N �- � 3 SPACE BETWEEN LINES AS INDICATED �B G20-2 36' X 18" Z ) END ROAD WORK 1-4" X 4" 21 F p 4) CUT VINYL BLACK LEITERING WITH A BLACK EDGE _ BOARDER ON WHITE BACKGROUND �C 8' X 4' FUNDING SIGN 2-4" X 6" 1 Z � 5) MOUNT SIGN ON 2-4"X6" WOOD POSTS POST LENGTHS ARE APPROXIMATE ON�Y. POST SHOU�D NOT BE PRECUT � � PROJECT FUNDING SIGN TOTAL 43 z m EXACT LOCATION TO BE DETERMINED IN NOTES: � THE FIELD BY THE PROJECT ENGINEER 1. LOCATIONS OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE A-32903 ONLY. EXACT �OCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. ORIGINAL SCALE: REDUCED NONE 2. ALL SIGNS SHALL HAVE 7—FI' VERTICAL CLEARANCE TO BOTfOM OF PLANS DATE: JULY 2023 SIGN PANEL. — - sHEEr 2i oF 2s . � � �.. : � � �� o �� LE�� . �� : � �� ..�� .�� T Ft3R �+0 �� $�� . I E�iE NS N RE UR El'AILED CON STRU CTIO Q 1. D , � R !C S q . . �L.1� � F�U e I IC �r�d��rs� ING PUBI. � I �t�d EDa r��r�� flF R � T Ci71` d�s��i E �a N HE �t � �Rl�E D I F�� ; � DES ��. HES� D RAW INGS Ad�� 1 � T a 1`1 N , � IV TRl1� C� 1 � � � R� P`I" CC?IRI [�� D 1��J�. ARDS REFERE�4CE �Y Ctl�< S�!'AND ARDS BO � ORKS �0 NSTRUCTI ON STAND TA[�1�.�A Ei[3� ` , e ." . � . � < d ds S SHALL � ��r� �r Q�rAt�f�NG rks�c�n��t�� N TMESE bC��G�� H�RE (} �� u D ELSENf � c��l�ed n �?R USTE �k��(( �r� GE�lD hr nd�� It� THE i�E [I ��n� n � � �rrt�� rf �Y ts�� r sh I( K� , �rl �t � �r�l� � � 1; "[' �C�e SE h P P �N CtN THE UWED 1�IN� �1 PER FCIRI�ING �g �/ORK SHC? 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BY C � T EscR�PzioN R. SHAE� ER I I�� . MARK DA E. 0 . ... � . ��I .. I E�°TAL� °T TTE T �- � U � DRAWN BY _ _�_ _ , s I � � .,�"" B AR IS ONE INGN QN CHECKED BY d � � a i _ � 0 IGINAL DRAWING C 14 R C UI MAP IRG T � � , „ N-28 J-29 � ATLAS NO , 0 1 � o . . R��1 1 �1� �� a 1 1 � C3 . �� T'. 1 SCA 1 I LE DATE � f � � � �ddfr� I� NOT ONE NCH ON � � - Kriow what s ��,-�'� �� bel�w. 'THIS SHEET ADJUST'; . O �� .�� Y 9 ". . . . . . . > AS �O'TEC� �� 11 � � / ! . SCA�ES ACCORDINGLY ��tr�� t��1 EN�INEERI�1� i �I�IEE�' Call befare ou d . �� Y 9 � � .�-°�--- � � . ""..�-� ,: ,;�-' C A L I F C� R I�I :� :��,� 3�� SPECIFICATIONS For TRINITY STREET BIKEWAY PROJECT (Job No. 8687) BID NO. 5400 Prepared by: City of Redding Public Works Department Engineering Division Q�g��ss�� t ��¢k, �� R. q�� $�- �� a. ssaza � � �F Sj. CdVI� .�P �r�� ca,��F�'�� Chuck Aukland, City Engineer Date FOR INFORMATION CONCERNING THIS PROJECT, CONTACT: Kristen Reagan, 530-225-4469, kreagan@cityofredding.org PROPOSAL DOCUMENTS (BOUND SEPARATELY) ENGINEER'S ESTIMATE........................................................................................................ P1 PUB�IC CONTRACT CODES SECTIONS 10162 & 10232..................................................... P4 PUB�IC CONTRACT CODES SECTION 10285.1................................................................... P5 NONCOLLUSION AFFIDAVIT ................................................................................................ P6 LIST OF SUBCONTRACTORS............................................................................................... P7 SIGNATURE PAGE................................................................................................................. P8 BIDDER'S BOND .................................................................................................................... P9 SPECIA� PROVISIONS NOTICE INVITING BIDS ........................................................................................................... 5 PUB�IC WORK AGREEMENT.................................................................................................11 PUB�IC WORKS PAYMENT (�ABOR AND MATERIALS) BOND ..........................................13 PUB�IC WORKS PERFORMANCE BOND..............................................................................14 PUB�IC WORKS MAINTENANCE BOND ...............................................................................15 SUPP�EMENTA� DISPOSAL SITE AGREEMENT .................................................................16 SUBCONTRACTING REQUEST..............................................................................................18 TEMPORARY WASTEWATER DISCHARGE APP�ICATION .................................................20 REFERENCE DOCUMENTS....................................................................................................22 PROJECT INTRODUCTION AND SPECIA� REQUIREMENTS...............................................23 SCOPE OF THE WORK........................................................................................................23 TIME OF COMPLETION.......................................................................................................23 MISCELLANEOUS REQUIREMENTS..................................................................................23 Preconstruction Conference...........................................................................................23 Watering ...........................................................................................................................23 Surface Mining and Reclamation Act.............................................................................24 Contract Provision Requiring Personal Certification of all Claims..............................24 Construction Area Signs.................................................................................................24 Construction Project Funding Sign................................................................................25 Sound Control Requirements .........................................................................................25 ErosionControl................................................................................................................26 LocalTopsoil....................................................................................................................30 PlasticNetting..................................................................................................................30 FiberRolls........................................................................................................................30 As-Built/Record Documents............................................................................................31 Orderof Work...................................................................................................................32 Notificationof Work.........................................................................................................32 2 ContractItem List ............................................................................................................33 PART 1 GENERAL PROVISIONS............................................................................................47 SECTION 1 GENERAL.........................................................................................................47 SECTION 2 SCOPE OF WORK............................................................................................50 SECTION 3 CONTROL OF THE WORK...............................................................................56 SECTION 4 CONTROL OF MATERIALS .............................................................................67 SECTION 5 LEGAL RELATIONS & RESPONSIBILITIES....................................................67 SECTION 6 PROSECUTION AND PROGRESS...................................................................75 SECTION 7 MEASUREMENT AND PAYMENT....................................................................76 PART 2 MODIFICATIONS TO CONSTRUCTION MATERIALS...............................................80 SECTION 200 ROCK MATERIALS ......................................................................................80 SECTION 203 BITUMINOUS MATERIALS...........................................................................80 SECTION 207 GRAVITY PIPE..............................................................................................80 SECTION 210 PAINT AND PROTECTIVE COATINGS........................................................81 SECTION 217 BEDDING AND BACKFILL MATERIALS .....................................................82 PART 3 MODIFICATIONS TO CONSTRUCTION METHODS..................................................83 SECTION 300 EARTHWORK...............................................................................................83 SECTION 301 SUBGRADE PREPARATION, TREATED MATERIALS, AND PLACEMENT OF BASE MATERIALS.........................................................................................................84 SECTION 302 ROADWAY SURFACING..............................................................................85 SECTION 303 CONCRETE AND MASONRY CONSTRUCTION..........................................86 SECTION 306 OPEN TRENCH CONDUIT CONSTRUCTION............................................88 SECTION 314 TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS........................................................................................................90 PART 4 EXISTING IMPROVEMENTS......................................................................................92 SECTION 400 PROTECTION AND RESTORATION .........................................................92 SECTION 402 UTILITIES......................................................................................................93 PART 6 TEMPORARY TRAFFIC CONTROL.......................................................................94 SECTION 600 ACCESS .....................................................................................................94 SECTION 601 TEMPORARY TRAFFIC CONTRO� FOR CONSTRUCTION AND MAINTENANCE WORK ZONES...........................................................................................94 PART 7 STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS ...........................................96 SECTION 700 MATERIA�S..................................................................................................96 3 Attachments Caltrans Encroachment Permit 0223-NSN-0345...................................... Attachment A Drawings......................................................................................................A-32883 to A-32908 4 NOTICE INVITING BIDS TRINITY STREET BIKEWAY PROJECT (Job No. 8687) BID NO. 5400 In accordance with the Municipal Code of the City of Redding, sealed bids will be received at the office of the City Clerk, 777 Cypress Avenue, Redding, CA 96001, until 3 p.m., September 12, 2023. at which time they will be publicly opened and read for the perForming of the work as follows: New Class IV bike facility from Sundial Bridge Drive to Center Street, along Butte, Continental, and Trinity Streets. Project includes new signal at the intersection of Market and Trinity Streets. The Engineer's Estimate is $1,635,000. There are 55 working days. The Contractor shall possess a valid Class A license at the time bid is opened. No contractor or subcontractor may be listed on a bid proposal for this project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. Failure to register prior to bid opening shall cause the bid to be deemed nonresponsive and no exception will be allowed including the renewal exception allowed in Labor Code Section 1725.5(c). No contractor or subcontractor may work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. Each bid shall be made in accordance with the specifications and proposal requirements thereof and no bid will be received unless it is made on a proposal form furnished by the City Engineer. Each bid must be accompanied by cash, certified or cashier's check, or original bidder's bond made payable to the City of Redding for an amount equal to at least ten percent(10%) of the total amount of the bid as a guarantee that the Contractor will execute the contract in conformance with his proposal and the specifications. Such Guarantee shall be forfeited should the bidder to whom the contract is awarded fail to enter into the contract. The City of Redding hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, all businesses will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, gender, disability, or other protected class in consideration for an award. The State of California general prevailing wage rate shall be the current prevailing wage for each craft, classification, or type of workman needed to execute the contract as determined by the Director of the California Department of Industrial Relations, pursuant to California �abor Code Part 7, Chapter 1, Sections 1770, 1773, and 1773.1. Copies of the current prevailing wage rates are available on their internet web site at: www.dir.ca.gov/DLSRIPWD 5 Copies of referenced Standard Specifications for Public Works Construction, commonly called the "Greenbook," 2021 Edition containing the General Provisions and Standard Technical Specifications may be obtained from Building News, Inc., 990 Park Center Drive, Suite E, Vista CA 92081 (888) 264-2665. Plans, specifications, proposal, contract forms, and addenda may be obtained at www.cityofredding.or.g/ wp bids at no charge. Supporting documents as required (i.e. environmental permits, geotechnical reports, record drawings, etc.) will also be posted on this site. Supporting and informational documents are for informational purposes only and for the convenience of the Bidders and are not considered a part of the Contract. City bid documents are provided electronically and free of charge. It is the responsibility of each prospective bidder to verify the completeness of their printed bid documents before submitting their bid and accompanying executed addenda acknowledgement forms. Users are cautioned that City of Redding does not assume any liability or responsibility based on any defective or incomplete copying, excerpting, scanning, faxing, downloading, or printing of the contract documents. The contract documents shall supersede any information posted or transmitted by www.cityafreddin�.org/puvbids. Be advised that the information contained on .cityofredding.org/pwbids may change and without notice to prospective bidders. It is the responsibility of each prospective bidder to check the City's website .cityofredding.or��wbids on a daily basis through the close of bids for any applicable addenda or updates. Notifications updates, bidder inquiries, or addenda will not be provided via email or any other method. For general information please contact the City of Redding Public Works — Engineering office at 530-225-4170. For technical questions please contact Kristen Reagan at 530-225-4469, kreagan@cityofredding.org. Bids must be submitted on City supplied forms. No bid will be accepted from a contractor who is not licensed in accordance with the provisions of California Business and Professions Code Sections 7000 et seq. and regulations adopted by the Contractors' State Licensing Board, as amended. The envelope enclosing the proposal shall have stated thereon, "Trinity Street Bikeway Project." Project includes new signal at the intersection of Market and Trinity Streets and a signal upgrade and Butte and Continental Streets., (Bid No. 5400)." The City Council of the City of Redding reserves the right to accept or reject any and/or all bids and to make that award which is in the best interest of the City. CHUCK AUKLAND, CITY ENGINEER Publishing Dates: August 11, 2023 6 INSTRUCTIONS TO BIDDERS A. INTRODUCTION Each proposal shall be made in accordance with the specifications and contract documents prepared by the City of Redding, Public Works Department, Engineering Division, 777 Cypress Avenue, Redding, CA 96001. B. BIDDER'S UNDERSTANDING The Bidder shall examine carefully the site of the proposed work and the Contract Documents therefor. The submission of a proposal shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality and quantities of work to be performed and materials to be furnished, and as to the requirements of the contract documents. C. PREPARATION AND SUBMISSION OF PROPOSALS Proposals shall be submitted on the forms provided by the City Engineer and must be signed by the Bidder or his authorized representative. When signing the proposal, please set forth whether the entity/individual is a corporation, a partnership, a joint venture, a sole proprietorship, etc. The name of the person signing the documents, as well as their authorized capacity, must be typed or printed below the signature. Any corrections to entries made on proposal forms shall be initialed by the person signing the proposal. Bidders must quote on all items appearing on the Proposal form, unless specific directions allow for partial bids. Failure to quote an item means that the item will be provided at no cost. The bidder shall legibly enter unit or lump sum price in figures, for all items required on the Proposal. When bids on all items are not required, Bidders shall insert the words "NO BID" where appropriate. In case of discrepancy, between unit prices and totals, unit prices will prevail. Failure to legibly quote on items may disqualify the bid. Alternate bids will not be considered unless specifically called for in the proposal form. Telegraphic and facsimile proposals will not be considered. In order to insure consideration, the proposal shall be enclosed in a sealed envelope clearly marked PROPOSAL, including the name of the job, and the opening date and filed with the City Clerk, City of Redding, 777 Cypress Avenue, Redding, CA 96001, before the time set forth in the Notice Inviting Bids. Proposals received after the time indicated will be returned unopened whether or not bids are opened exactly at the time fixed in the Notice Inviting Bids. D. PROPOSAL GUARANTY All Bids shall be accompanied by cash, certified check, cashier's check, or bidder's bond executed by a lawfully authorized surety company, made payable to the City of Redding. The Proposal Guaranty must be enclosed in the same envelope with the proposal. The amount of the Proposal Guaranty shall not be less than 10 percent of the total amount of the Proposal unless otherwise noted in the Notice Inviting Bids. The Proposal will not be considered unless one of the forms of Proposal Guaranty is enclosed with it. Bidder's Bond shall be dated. 7 A Bidder's Bond will be accepted only if it is an original made out on either the Bidder's bond form enclosed in these documents or on a form which conforms to it. Bidder's Bond shall be signed by Bidder and by Surety. Surety's signature shall be notarized and the proof of notary and the power of attorney shall also be original and attached to the original bond at the time the bid is opened. Copies will not be accepted in satisfaction of these requirements. E. PUB�IC WORKS CONTRACTOR REGISTRATION PROGRAM All contractors and subcontractors who bid or work on a public works project must register with the Director Industrial Relations (DIR) at: httq://www.dir.ca.qov/Public-WarkslPublicWorks.html The City will not accept a bid with, enter into a contract with, or allow work on a project from an unregistered contractor. Failure of a prime contractor to register prior to bid opening shall cause the bid to be deemed nonresponsive by the City and no exception will be allowed including the renewal exception allowed in Labor Code Section 1725.5(c). An inadvertent error in listing a subcontractor who is not registered pursuant to Labor Code Section 1725.5 in a bid proposal will be allowed, provided that within 24 hours after the bid opening, the subcontractor is registered and has paid the penalty registration fee specified in subparagraph (E) of paragraph (2) of subdivision (a) of Labor Code Section 1725.5. F. LIST OF SUBCONTRACTORS Each bidder shall submit with his Proposal a list of subcontractors in conformance with Section 3-3, "Subcontractors," of the Standard Specifications. Public Contract Code Section 4104 requires contractors to list subcontractor license numbers at time of bid. Failure to list the license number shall cause the bid to be deemed nonresponsive. Subcontractor may be listed on more than one Prime Contractor bid. G. ADDENDA AND EXPLANATIONS TO BIDDERS Any explanation regarding the meaning or interpretation of plans, specifications, or other Contract Document shall be requested in writing, with sufficient allowance of time for receipt of reply before the time set for opening of proposals. Any such explanations or interpretations will be made in the form of Addenda to the documents and will be furnished to all listed planholders. Bidders shall acknowledge receipt via email at constructionbids(c�cityofreddinq.orq of all Addenda posted on .cityofredding.org�wbids prior to bid opening. Failure to acknowledge receipt of all Addenda via email shall cause the bid to be nonresponsive and may be rejected. Oral explanations and interpretations shall not be binding. All bidder inquiries must be received 7 calendar days prior to the bid opening. 8 H. CORRECTION OF WITHDRAWAL OF PROPOSA�S Bid proposal packets shall be submitted to the City Clerk's office prior to the closing date and time indicated in the Notice Inviting Bids. Bid proposal packets shaii not be considered as officially submitted until the Clerk's office has stamped and accepted the proposals. Once bid proposal packets are officially received, the packets shall not be returned to the bidder and any changes or corrections to the bid proposal shall only be allowed as follows: 1. Request for Correction to Bid Proposal Any changes or corrections to the bid proposal shall be made in writing, shall clearly define the nature of the changes, and shall be hand delivered to the City Clerk's office in person prior to the official closing time for submitting proposals. The written changes or corrections shall be submitted in a sealed envelope which has the bidders name and bid schedule number clearly marked on the outside. The envelope shall also clearly indicate on the front that it contains a correction to the original bid. The Clerk's office shall stamp the new envelope as"Received" and sign and date the front of the envelope. The bidder (or the bidder's representative) and the office staff person shall both sign, date, and print their names over the seal of both the original bid proposal packet and the new envelope containing the corrected documents as evidence that the two envelopes where not opened. In the presence of the bidder (or the bidder's representative), the office staff person shall staple the new envelope to the original bid proposal packet. At the bid opening, the person supervising the bid opening shall open and publicly announce the contents of both the original bid proposal packet and the new envelope with the corrections. The material in both envelopes shall be treated as one document and the correction document shall take precedence in determining the corrected bid amount. The Clerk's office shall maintain both documents in the bid file along with both sides of the envelopment. 2. Request for Withdrawal of Bid Prior to Bid Opening Requests for withdrawal of bids shall be made either in person or in writing. No telephonic requests, FAX transmittals, or emails shall be considered for the withdrawal of a bid. If the request is made in person,the requesting party and the office staff person processing the request shall both sign their names and write the date over the seal on the bid proposal envelope as evidence that it was not opened. The office staff person shall then write on the front of the bid proposal envelope "Bid requested to be withdrawn on [date] by[printed name of requesting party]." The office staff person and the requesting party shall then sign, date and print their names on the front of the bid proposal envelope. A copy of the front and back of the bid envelope shall be kept in the bid file. If the request is made in writing, the office staff person shall sign his/her name and write the date over the seal of the bid proposal envelope. The office staff person shall then write on the front of the bid proposal envelope "Bid requested to be withdrawn by letter from [name] dated [date]." The office staff person shall then sign, date, and print his/her name on the front of the bid proposal envelope and shall staple a copy of the letter 9 requesting the bid withdrawal to the bid proposal envelope. The original letter and a copy of the front and back of the signed bid envelope shall be kept in the bid file. At the bid opening, the bid proposal packet will NOT be opened. The bid proposal packet and a copy of the letter requesting withdrawal, if any, shall be returned unopened to the bidder in the same manner as bid securities are returned to unsuccessful bidders. l. B/D OPEN/NG At the time and place fixed for opening of Proposals, the contents of all proposals will be read publicly. All bidders and other interested parties are invited to be present in person or by representatives. J. PLANS AND SPECIFICATIONS Upon request, the Contractor will be provided five (5) sets of plans (11 x 17) and specifications at the Preconstruction Conference. Additional sets will be available from the Engineer at the Contractor's expense. 10 G I T Y C� F �---' <<� ,-�- PUBLIC WORK AGREEMENT � A L I F fl l� t'�J .. �; A'=: THIS AGREEMENT, made and entered into in duplicate, on the date below written, by and between the CITY OF REDDING, State of California, a Municipal Corporation and General Law, City through its City Council, hereinafter referred to as City, and Contractor Address City hereinafter referred to as Contractor. WITNESSETH, that, for the considerations hereinafter mentioned, the City and the Contractor agree as follows: The Contractor agrees, at his own expense, to furnish all labor, materials, tools and equipment, and to perform all the work required to construct and complete in good and workmanlike manner, in strict accordance with the Contract Documents, and to the satisfaction of the City, those improvements entitled: Project Title Bid No. # Job No. # The Contract Documents herein referred to consist of the following document: Notice Inviting Bids General Provisions Instructions to Bidders Special Provisions Proposal Addendum Bidder's Bond Contract Drawings Agreement Public Liability Insurance Payment Bond Fire Insurance Performance Bond' Workers' Compensation Insurance It is expressly agreed between the parties hereto that should there be any conflict between the terms of this instrument, or any of the other Contract Documents, and the bid or proposal of the Contractor, then this instrument, together with the other Contract Documents, shall control and nothing therein shall be considered as an acceptance of the terms of said bid or proposal of said Contractor. The City shall make payments on the account of the Contract as specified in the General Provisions. Except as provided in Section 12940 et seq. of the Government Code, Contractor shall not discriminate against any person because of hislher race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sexual orientation, domestic partners, sex gender identify, gender expression, age or other protected class nor refuse to hire or employ the person or to refuse to select the person for a training program leading to employment, or to discriminate against the person in compensation or in terms, conditions or privileges of employment. The Contractor shall insert in all subcontracts for any work covered by this [agreement/contract] this nondiscrimination provisions. The City agrees to pay the Contractor for the performance of the contract, subject to additions and deductions provided therein, the following prices, and the Contractor agrees to receive and accept said following prices as full compensation for furnishing all materials and for doing all the work contemplated and embraced in this agreement, and for all loss or damage arising out of the nature of the aforesaid work or from the action of the elements and from any unforeseen difficulties or obstructions which may arise our be encountered in the prosecution of the work until its acceptance by the City, and for all risks of every description connected with the work, and for all expenses incurred by or in consequence of the suspension or discontinuance of the work and for well and faithfully completing the work and the whole thereof in the manner and according to the Contract Documents and the requirements of the City Engineer, to wit: The Contractor shall commence work within the time period set forth in the General Provisions and shall diligently prosecute the same to completion within (_) working days from the date of the commencement of work. IN WITNESS WHEREOF, the parties to these presents have hereto set our hands and seals this_day of , 2023. APPROVED AS TO FORM: CITY OF REDDING By: By: City Attorney Mayor Name of Contractor ATTEST: Type of Entity By: City Clerk Taxpayer ldentification By: "Name" as Filed with IRS By: Contractor By: (Seal) BOND NO.: C � TY (� F - F-- f =�� PUB�IC WORKS PAYMENT (�ABOR AND MATERIA�S) BOND C A L f F C1 R �1 � � .>.� KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, athe City Council of the City fo Redding, a Municipal Corporation, in the State of California as Owner, has on , conditionally awarded to as Principal, a Contract to do and perform the following work to-wit: as will more full appear in said Contract, the terms and conditions of said contract being fully incorporatred herein by this reference; and WHEREASE, under the terms of the Contract and pursuant to Chapter 5 of Title 3 of Part 6 of Division 4 of the California Civil Code (commencing with Civil Code 9550), Principal is required to furnish a good and sufficient payment bond to secure payment of the claims to which reference is made in Civil Code Section 9554; NOW, THEREFORE, we, the Principal and , a corporation duly authorized and admitted to transact business and issue surety bonds in the State of California, hereinafter call Surety, are held and firmly bound unto the Owner, and unto all persons or entities entitled to assert a claim against a payment bond under any of the aforesaid Civil Code provisions in the penal sum of Dollars ($ ) lawful money of the United States of America, for the payment whereof, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLICATION IS SUCH, that if said Principal, his or its heirs, executors, administrators, successors or assigns, or subcontractors, shall fail to pay for any materials or equipment furnished or used in performance of the Contract, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board or the Employment Development Department from wages of employees of the Contractor and aii subcontractors with respect to such work or labor,then the Surety shall pay the same in an amount not to exceed the sum specified above. If suit is brought upon this bond, Surety shall pay, in addition to the above sum, all costs, expenses and fees, including attorney's fees, reasonably incurred by any party in successfully enforcing the obligation secured hereby, all to be taxed as costs and included in any judgment rendered. Should the condition of this bond be fully performed,then this obligation shall become null and void, otherwise it shall be and remain in full force and effect, and shall bind Contractor, Surety, their heirs, executors, administrators, successors and assigns,jointly and severally. It is hereby stipulated and agreed that this bond shall insure to the benefit of all persons, companies, corporations, political subdivisions, State agencies and other entities entitled to assert a claim against a payment bond under any of the aforesaid Civil Code provisions, so as to give a right of action to them or their assigns in any suit brought upon this bond. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or to the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration, or addition. Furthermore, and for valuable considerations, Surety hereby waives the provisions of California Civil Code Sections 2819, 2845, and 2849. IN WITNESS WHEREOF, we have hereto set our hands and seals on this day of , APPROVED AS TO FORM: Principal City Attorney By: ATTEST: (Seal) Pamela Mize, City Clerk Name of Surety By: (Seal) Attorney-In-Fact 13 Bond No.: CITY QF .,�-- PUB�IC WORKS PERFORMANCE BOND � A L I F 4 R t�t��F' A,' KNOW ALL MEN BY THESE PRESENTS THAT WHEREAS, the City Council of City of Redding, a Municipal corporation, as Owner, at its regular meeting held on , has awarded to as Principal, a contract to do and perForm the following work to-wit: as wiil more fully appear in said contract, the terms and conditions of said contract being fully incorporated herein by this reference. WHEREAS, said Principal is required under terms of said contract to furnish a bond for the faithful performance of said contract; NOW, THEREFORE, we, the Principal and as Surety, are held and firmly bound unto the Owner in the sum of ($ } lawful money of the United States of America, for the payment whereof, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal, his or its heirs, executors, administrators, successors or assigns, or subcontractors, shall in all things stand to and abide by, and well truly keep and perForm the covenants, conditions, and agreements in the said contract and any alteration thereof as there provided, on his or their part, to be kept and performed at the time and in the manner therein specified and in all respects according to their true intent and meaning and shall indemnify and save harmless the Owner, its officers, and agents as therein stipulated then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue. As the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. If said Owner shall require any further or other bond for its protection in the premises, such further or other bond shall be furnished by the Principal with Surety or Sureties satisfactory to the Owner within ten days after notice of such requirement is given to the Principal, and in case of failure on the part of the Principal to comply with said requirement, the Owner shall have the right, at its option, to terminate said contract with said Principal. IN WITNESS WHEREOF, we have hereto set our hands and seals on this_day of , APPROVED AS TO FORM: Principal City Attorney By: ATTEST: (Seal) Pamela Mize, City Clerk Name of Surety By: (Seal) Attorney-I n-Fact 14 C � T � c� F - Bond No.: ; �- PUB�IC WORKS MAINTENANCE BOND C A L i F C? R N } �k , � KNOW ALL MEN BY THESE PRESENTS THAT WE, the undersigned, as Principal, and a corporation organized and existing under the laws of the State of California, and authorized to do business in the State of California, as Surety, are held and firmly bound unto the CITY OF REDDING, hereinafter called Obligee, in the sum of ( ) Dollars, lawful money of the United States of America, for the payment of which well and truly to be made, we do hereby jointly and severally bind ourselves, our heirs executors, administrators, successors, and assigns firmly by these presents. WHEREAS, said Principal has heretofore entered into a contract with the Obligee above named for , and WHEREAS, the work called for under said contract has been completed and accepted by said Obligee: NOW, THEREFIREM THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal shall, for a period of one year(s)from and after the day of , , \indemnify the Obligee against any loss or damage directly arising by reason of any defect in the material or workmanship which may be discovered within the period aforesaid, then this obligation shall be void; otherwise the same shall remain in full force and effect. IN WITNESS WHEREOF, we have hereto set our hands and seals on this_day of , APPROVED AS TO FORM: Principal City Attorney By: ATTEST: (Seal) Pamela Mize, City Clerk Name of Surety By: (Seal) Attorney-In-Fact 15 SUPPLEMENTAL DISPOSAL SITE AGREEMENT Contract Bid No.: Job No.: Chuck Aukland City Engineer 777 Cypress Avenue Redding, CA 96001 Dear Sir: In accordance with Section 401, Removal, of the Standard Specifications, the following agreement for usage of the disposal site for subject contract is submitted, as required prior to disposal of said materials. WHEREAS, Contractor has entered into Contract B/S No. with the City of Redding, hereinafter called "City," for the performance of work on , and WHEREAS, pursuant to the authority of said Contract, , Contractor, and , Owner have entered into an agreement under which Contractor may dispose of materials on Owner's Property. NOW THEREFORE, pursuant to said Contract B/S No. Contractor and Owner hereby notify the City that disposal of materials by Contractor on Owner's property located at will be done pursuant to agreement between Contractor and Owner and not pursuant to the arrangement between the City and Owner, dated , and Owner specifically agrees that the City is hereby released from any and all obligations to Owner under the City's said arrangement with Owner. Date Owner Date Contractor By: Authorized Agent Title c: City Engineer Contractor Property Owner Resident Engineer 16 CONTRACT PROVISION REQUIRING PERSONAL CERTIFICATION OF ALL CLAIMS: I, , being the (must be an officer) of (General Contractor), declare under penalty of perjury under the laws of the State of California, and do personally certify and attest that I have thoroughly reviewed the attached claim for additional compensation and/or extension of time, and know it's contents, and said claim is made in good faith; the supporting data is truthful and accurate/that the amount requested accurately reflects the contract adjustment for which the Contractor believes the owner is liable; and, further, that I am familiar with California Penal Code Section 72, pertaining to false claims, and further know and understand that submission or certification of a false claim may lead to fines, imprisonment and/or other severe legal consequences. Submission of a claim, properly certified, with all required supporting documentation and written rejection or denial of all or part of the claim by owner, is a condition precedent to any action, proceeding, litigation, suit, or demand for arbitration by Contractor. 17 SUBCONTRACTING REQUEST Project: Contractor Name & Address: Subcontractors Bid Item %of Bid Item Describe Work When Less Dollar Amount Based on Bid (Name, Business,Address, Phone) Number(s) Subcontracted than 100%of Work is Amount Subcontracted I certify that the Standard Specifications and Special Provisions for labor set forth in the contract apply to the subcontracted work. Contractor Signature: Date: This section is to be completed by the Resident Engineer 1. Total of Bid Items $ 2. Specialty items previously approved (if applicable,see note in the instructions) $ 3. Total (lines 1+2) $ 4. Contractor must perform with own forces(lines 1 minus 2)x % $ 5. Bid items subcontracted $ 6. Balance of work Contractor to perform (line 1 minus 5) $ Approved: Resident Engineer Date: 18 INSTRUCTIONS FOR COMPLETING SUBCONTRACTING REQUEST FORM All First-tier subcontractors shall be included on a subcontracting request. Submit in accordance with Section 1-6 of these Special Provisions. Type or print requested information. A copy is to be retained by the Contractor. Submit to project's Resident Engineer. After approval, the original will be returned to the Contractor. When an entire item is subcontracted, the value to be shown is the Contractor's bid price. When a portion of an item is subcontracted, describe the portion, and show the percent of bid item and value. 19 C 1 T Y O F Return completed application to: f' City of Redding, Public Works � � ��' �:�� ' Industrial Waste Division P.O. Box 496071 C A L I F C) R iV I: A ' Redding, CA 96049-6071 ;� 530-224-4319 Fax 530-224-6052 TEMPORARY WASTEWATER DISCHARGE APPLICATION Submit at least two weeks prior to anticipated discharge to the Public Works Industrial Waste Division. T e or rint clearl , attach additional sheets if necessa . � Company Name: Site Address: Telephone: Responsible Party: Mailing Address, City, State, Zip: Telephone: Contact Person: Mailing Address, City, State, Zip: Telephone: Cell hone: EmaiL Fax: Property Owner: Mailing Address, City, State, Zip: Telephone: Emergency Contact Person: Title: Telephone: After hour phone: Correspondence to be sent to: ❑ Responsible Party ❑ Contact Person ❑ Property Owner ❑ Other: Billing to be sent to: ❑ Responsible Party ❑ Contact Person ❑ Property Owner ❑ Other: B I have read this application and the attached material. The information provided is accurate and complete. Signature: Printed Name, Title Date C Nature of discharge: ❑ Groundwater well purge for sampling ❑ Excavation Water❑ Tank Cleaning Water ❑ Other: Type of Contamination: ❑ Petroleum products ❑ Sediment ❑ Chlorine ❑ Other: Description of liquid treatment, storage, and disposal activity: Discharge will be: ❑ Intermittent ❑ Continuous Flow rate: gal/minute ❑ Estimated ❑ Measured Total Volume: gal ❑ Estimated ❑ Measured Proposed Discharge Dates from: to Discharge location (submit site layout drawing(s), including discharge and sample points): Pollutants and concentrations (submit analytical results): Solid residue disposal method: Notes: 20 p Site proposing temporary discharge must be connected to the City of Redding sanitary sewer. Sewer Account No.: Billed to: Other businesses on account: List other environmental control permits held by this operation: EPA ID Number: Notes: Office Use Only Received by: Permit Number: Issue Date: Expiration Date: Manhole WWTP: Number: ❑ Stillwater ❑ Clear Creek Permit Fee: Volume Unit Cost: Volume Cost: Connection Fee: Total Cost: $500 billed by City Discharge: $6.59/CCF Billed at the end Industrial Waste at (CCF = 748 gallons) of the project the end of the $8.81/1000 gallons project. Prices valid through 12/31/23 Notes: Volume cost is waived on water and sewer line projects managed by the City of Redding Public Works Department. Supplemental Information Required: �x Plumbing Plans � Site Plan � Pretreatment Facilities ❑ Water Meter on Site ❑ City Meter Needed Analytical Reports Required: ❑ Petroleum Products ❑ Solids ❑ Chlorine Residual ❑ Other Notes: Date Requested: Date Received: Approved by: Approval Date: 21 REFERENCE DOCUMENTS Standard Specifications for Public Works Construction Standard Specifications for Public Works Construction (SSPWC) the "Greenbook," 2021 Edition and current supplements as amended, prepared by the Southern California Chapter of American Public Works Association, and the Southern California District, Associated General Contractors of California, relates to the Work of this Project and is hereby made a part of this Contract as though fully contained herein. The Contractor is hereby specifically directed, as a condition of the Contract, to obtain the necessary number of copies of Standard Specifications for Public Works Construction,to acquaint himself with the Articles contained therein, and to notify and apprise all subcontractors and any other parties to the Contract, or individuals or agencies engaged in the work, as to its contents. No contractual adjustments shall be due or become critical as a result of failure on the part of the Contractor to fully acquaint himself with the conditions of Standard Specifications for Public Works Construction. Copies of Standard Specifications for Public Works Construction commonly called the "Greenbook," 2021 Edition and current supplements, may be obtained from Building News, Inc., 990 Park Center Drive Suite E, Vista, CA (888) 264-2665. City of Redding Construction Standards The documents hereinafter referred to as the "City Standards" shall be the current version posted on the City of Redding website: https://www.cityofredding.org/departments/public-works/enqineerinq/construction-standards Other Reference Specifications Where other reference specifications such as those of ASTM, AASHTO, etc., have been referred to, the applicable portion of such specifications shall become a part of these Contract Documents. In case of conflict between the Standard Specifications and these special provisions, the special provisions shall take precedence over and be used in lieu of the conflicting portions. 22 PROJECT INTRODUCTION AND SPECIA� REQUIREMENTS SCOPE OF THE WORK The work to be performed under this contract consists of the following: New Class IV bike facility from Sundial Bridge Drive to Center Street, along Butte, Continental, and Trinity Streets. Project includes new signai at the intersection of Market and Trinity Streets. TIME OF COMPLETION Attention is directed to Sections 6-1 and 6-3 of the General Provisions, "Construction Schedule and Commencement of Work" and "Time of Completion." In accordance with the provisions of these Subsections, the Contractor shall begin work within fifteen (15) days after the date of the Notice to Proceed and thereafter diligently prosecute the same to completion within a period not to exceed fifty-five (55) working days. The contract time shall commence on the fifteenth day after the Notice to Proceed or on the date of commencement of the work, whichever occurs first. MISCELLANEOUS REQUIREMENTS Preconstruction Conference A meeting will be scheduled between staff and the successful bidder at a time and place determined by the Engineer to review the project plans, specifications, and any special requirements of the funding program. Attention is directed to Caltrans Encroachment Permit No 0223-NSN-0345 "Prior to Work" for additional requirements. Watering Watering shall consist of developing a water supply and furnishing all water required for the work, including water used in the performance of work paid for as extra work, and applying all water. Developing a water supply may include obtaining water for contract purposes from fire hydrant(s) located at or near the work site as determined by the City of Redding Water Division or from private sources provided by the Contractor at his expense. If he obtains water from a fire hydrant, the Contractor shall install a hydrant meter and control valve on the fire hydrant designated as the water source. The Contractor shall obtain the hydrant meter and control valve from the City of Redding Water Division. The cost of the hydrant meter and control valve are as follows: $25.00 (nonrefundable; payable when picked up) $225.00 �refundable deposit for any nonpayment on account and/or repairs to hydrant meter and control valve; payable when picked up) $276.50 (monthly charge for 3-inch hydrant meter and control valve; billed monthly) 23 The cost of water is $1.59/CCF. In the event that a water truck or tank is filled directly from a fire hydrant, there shall be either an air gap or a backflow device acceptable to the City Water Division on the filler pipe. Full compensation for developing a sufficient supply of water required for the work shall be considered as included in the prices paid for the various contract items of work involving the use of water and no separate payment will be made therefor. Full compensation for applying water will be considered as included in the prices paid for the various contract items requiring water and no separate payment will be made therefor, except that applying water for work paid for extra work in accordance with Section 7-4, "Payment for Extra Work," will be paid for as a part of said extra work. Surface Mining and Reclamation Act Attention is directed to the SurFace Mining and Reclamation Act of 1975, commencing in Public Resources Code, Mining, and Geology, Section 2710, which establishes regulations pertinent to surFace mining operations. Material from mining operations furnished for this project shall only come from permitted sites in compliance with the Surface Mining and Reclamation Act of 1975, and listed in the California Department of Conservation's Office of Mine Reclamation 3098 list. The requirements of this section shall apply to all materials furnished for the project, except that the Contractor, with the approval of the Engineer, may use in the proposed construction such stone gravel, sand, or other material suitable in the opinion of the Engineer as may be found in excavation. The Contractor will be paid for the excavation of those materials at the contract price for excavation, but the Contractor shall replace at the Contractor's expense with other suitable material all of that portion of the material so removed and used which was contemplated for use in the work, except that the Contractor need not replace, at the Contractor's expense, any material obtained from structure excavation used as structure backfill. No charge for materials so used will be made against the Contractor. The Contractor shall not excavate or remove any material from within the project location that is not within the excavation, as indicated by the slope and grade lines, without written authorization from the Engineer. Contract Provision Requiring Personal Certification of all Claims The Contractor's attention is directed to the Contract Provision Requiring Personal Certification of all Claims found in the Agreement. The Contract Provision Requiring Personal Certification of all Claims shall be completed and included with any claim for additional compensation and/or extension of time. Construction Area Signs Construction area signs shall be furnished, installed, maintained, and removed when no longer required in conformance with the plans and these special provisions. The Contractor shall be fully and completely responsible for the furnishing, installing, and maintaining all construction area signing. This requirement shall apply continuously and not be limited to working hours. The Contractor shall notify the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to commencing 24 excavation for construction area sign posts. The regional notification centers include, but are not limited to, the following: Notification Center Telephone Number Underground Service Alert-Northern California (USA) 811 Excavations required to install construction area signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes. The contract unit price paid for "Construction Area Signs" shaii include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in construction area signs, complete in place, as shown on the plans, as specified in these special provisions, and as directed by the Engineer. Construction Project Funding Sign Before any major physical construction work readily visible to the public is started on this contract, the Contractor shall furnish and erect Construction Project Funding Identification Signs at the locations designated by the Engineer. The signs shall be of a type and material consistent with the estimated time of completion of the project and shall conform to the detail shown on the plans. The sign letters and City of Redding logo shall conform to the colors and details shown on the plans and shall be on a white background (non-reflective). The letter sizes to be used shall be as shown on the plans. The information shown on the signs shall be limited to that shown on the plans. The signs shall be kept clean and in good repair by the Contractor during the course of construction. Upon completion of the work, it shall be the Contractor's responsibility to remove and dispose of the signs per the contract specifications. The lump sum paid for "Project Funding Sign" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in constructing and installing construction project funding signs, complete in place, as shown on the plans, as specified in these special provisions, and as directed by the Engineer. Sound Control Requirements The noise level from the Contractor's operations, between the hours of 8:00 p.m. and 7:00 a.m., shall not exceed 86 dbA at a distance of 50 feet without the written approval of the Engineer. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level. Said noise level requirement shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers, or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. 25 Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor. Erosion Control Erosion Control shall conform to the provisions in Section 3-12.6, "Water Pollution Control," of these special provisions and shall consist of applying Erosion Control materials to the areas shown on the plans, embankment and excavation slopes and other areas disturbed by construction activities and as directed by the Engineer. Erosion Control is to be placed between September 1 St and March 15t". Areas completed and ready for application of Erosion Control outside of these dates shall be temporarily stabilized until the acceptable window begins, or as directed by the Engineer. Areas may be temporarily stabilized using soil binders, temporary seed and straw, or just straw. Prior to application of permanent seed, areas temporarily stabilized using soil binders must be scarified by track walking or other means to break up crusted soils. If areas were temporarily stabilized using seed and straw or just straw, the straw and thick vegetation must be removed and soils scarified prior to application of permanent seed. Topsoil shall be placed in those areas to receive permanent stabilization prior to application of permanent seed, or as directed by the Engineer. Erosion control materials shall consist of seed, fertilizer, fiber, straw, and tackifier. Seed is required to be labeled under the California Food and Agricultural Code and shall be labeled by the vendors supplying the seed. Seed shall have been tested for purity and germination not more than 12 months prior to the application of the seed. Seed labels furnished by the vendors shall indicate the purity, germination, and pure live seed (PLS) as determined by testing. Results from testing the seed for purity and germination shall be furnished to the Engineer prior to applying seed. Seed shall be delivered to the job site in unopened separate containers with the seed tag attached. Containers without a seed tag will not be accepted. Seed for erosion control work shall consist of one or more of the following types: Temporary Seed for temporary erosion control work shall consist of the following mix: Species Lbs. PLS/Acre Hordeum vulgare 250 Permanent Seed for permanent erosion control work shall consist of the following mix: Species �bs. P�S/Acre Achillea millefolium 2 26 Bromus carinatus 15 Eschscholzia californica 3 Trifolium willdenovii 5 Festuca microstachy 5 Hordeum vulgare 100 Total 130 Fertilizer shall consist of a natural based product with a slow release formulation of 7-2-3 (N-P- K), 10 percent sulfur is optional, or as approved by the Engineer. Fertilizer for erosion controi work shall conform to the requirements of the California Food and Agricultural Code, shall be in pelleted or granular form for hydroseeding, and shall have a minimum guaranteed chemical analysis of 7 percent nitrogen, 2 percent phosphoric acid, 3 percent water soluble potash, and 10 percent sulfur. Fertilizer shall be a formulation suitable for hydroseeding purposes and soluble in water. Straw for erosion control work shall be sterile upland straw, dry oat, wheat, or rice straw, free from weeds and foreign matter detrimental to plant life. The Contractor shall furnish evidence that clearance has been obtained from the County Agricultural Commissioner, as required by law, before straw obtained from outside the County is delivered to the site of the work. Straw that has been used for stable bedding shall not be used. Hay or chopped cornstalks are not acceptable. Straw shall be chopped and uniformly applied at a rate specified in this section. Fiber must be wood fiber, cellulose fiber, alternate fiber, or a combination of these fibers. • Wood fiber must be long strand, whole wood fiber thermomechanically processed from clean whole wood chips. • Cellulose fiber must be made from natural or recycled pulp fiber, such as wood chips, sawdust, newsprint, chipboard, corrugated cardboard, or a combination of these materials. • Alternate fiber must be a long strand, whole natural fiber made from clean straw, cotton, corn, or other natural feed stock. Fiber must: 1. Disperse into a uniform slurry when mixed with water. 2. Contain 3/4-inch fiber strands for at least 25 percent by total volume. 3. Have at least 40 percent retained when passed through a No. 25 sieve. 4. Have an initial moisture content of no more than 15 percent of its dry weight when tested under CA Test 226. The moisture content must be marked on the packaging. 27 5. Have a water holding capacity, by weight, of at least 1,200 percent when tested under the procedure designated in Caltrans final report, CA-DOT-TL-2176-1-76-36, "Water holding capacity for hydromulch," available from METS. 6. Be nontoxic to plants and animal life. 7. Be free of synthetic or plastic materials, lead paint, printing ink, varnish, petroleum products, seed germination inhibitors, and chlorine bleach. 8. Contain less than 250 parts per million of boron. 9. Contain less than 7 percent ash when tested under the Technical Association of the Pulp and Paper Industry, TAPPI Standard T 413. 10. Be colored to contrast with the area on which the fiber is to be applied. The coloring agent must be biodegradable, nontoxic, and free from copper, mercury, and arsenic and must not stain concrete or painted surfaces. Fiber for temporary hydraulic mulch must be at least 50 percent wood fiber. The remaining percentage must be cellulose fiber, alternate fiber, or a combination. Tackifier must be: 1. Free from growth or germination inhibiting factors. 2. Nonflamable. 3. Nontoxic to aquatic organisms. 4. Functional for a minimum of 180 days. General purpose tackifier may be either a plant-based product or a polymeric emulsion blend as follows: 1. Plant based tackifier must be a natural high molecular weight polysaccharide. A high viscosity hydrocolloid that is miscible in water, and labeled as either guar, psyllium, or starch, as follows: 1.1. Guar gum-based product must be derived from the ground endosperm of the guar plant, Cyanmopsis tetragonolobus. It must be treated with dispersing agents for easy mixing. It must be able to be diluted at the rate of 1 to 5 pounds per 100 gallons of water. 1.2. Psyllium based product must be manufactured from the finely ground, mucilloid coating of Plantago ovata or Plantago ispaghula seeds and able seeds and able to dry and form a firm but rewettable membrane. 1.3. Starch based product must be a nonionic, water-soluble, granular material derived from corn, potato, or other plant-based source. 2. Polymeric emulsion blend tackifier must be a prepackaged liquid or dry powder, aniomic formulation with a residual monomer content not exceeding 0.05 percent by weight. The 28 tackifier must contain and be labeled with one of the following as the primary active ingredients: 2.1. Acrylic copolymers and polymers. 2.2. Polymers of inethacrylates and acrylates. 2.3. Copolymers of sodium acrylates and acrylamides. 2.4. Polyacrylamide and copolymer of acrylamide. 2.5. Hydrocoiloid polymers. Erosion control materials shall be applied in separate applications in the following sequence: A. The following seed and fertilizer mixture shall be applied with hydro-seeding equipment within 30 minutes after the seed has been added to the mixture: Material Temporary Pounds Permanent Pounds Per Acre (Minimum) Per Acre (Minimum) Seed 250 130 Commercial Fertilizer 600 600 Fiber 125 125 B. Straw shall be applied at the rate of 2 tons per acre, or 2.5 tons per acre for slopes greater than or equal to 4 percent slope, based on slope measurements. Incorporation of straw will not be required. Straw shall be distributed evenly without clumping or piling. When weather conditions are suitable, straw may be pneumatically spread. C. The following mixture in the rates indicated shall be applied with hydro-seeding equipment: Material Temporary Pounds Permanent Pounds Per Acre (Minimum) Per Acre (Minimum) Fiber 500 500 Tackifier 150 150 The ratio of total water to total tackifier in the mixture shall be as recommended by the manufacturer. Once seed is started in an area, straw and stabilizing emulsion applications shall be completed in that area on the same working day. The rates of erosion control materials may be changed by the Engineer to meet field conditions. Erosion control will be measured by the square yard or acre. 29 Full compensation for"Erosion Control" shall be considered as included in the contract lump sum price paid for"Water Pollution Control" and no separate payment will be made therefor. Local Topsoil This work includes excavating, stockpiling, removing from stockpiles, spreading, and consolidating topsoil. Material Topsoil obtained from sources within the right-of-way shall be excavated to the lines and depths as directed by the Engineer. All lumps or clods shall be broken up before the topsoil is spread. Topsoil obtained from within the project will be considered as selected material. Imported topsoil must consist of fertile, friable soil of loamy character that contains organic matter in amounts natural to the region and be capable of sustaining healthy plant life. Imported topsoil must be free from deleterious substances such as litter, refuse, toxic waste, stones larger than 1 inch in size, coarse sand, heavy or stiff clay, brush, noxious weeds, and other substances detrimental to plant, animal, and human health. Construction Preparation shall include all the work required to make ready the areas for application of topsoil and erosion control materials. Rocks and debris largerthan 2-1/2 inches in maximum dimensions shall be removed and disposed of outside the highway right-of-way as permitted by the Engineer. Topsoil shall be spread uniformly at the rate specified in the special provisions or shown on the plans. The finished surFace after spreading topsoil shall be approximately 1 inch below the top of adjacent grade. Topsoil shall not be placed until all equipment, except equipment required for spreading topsoil, is through working in an area. Spread topsoil to a uniform thickness. Topsoil shall be placed a minimum of 6 inches thick on all disturbance areas to be seeded and mulched per "Erosion Control" of these special provisions. Topsoil shall be placed 4 inches thick on cut slopes that are 2:1 and flatter. Cut slopes shall be scarified to a depth of 2 inches prior to placing topsoil to ensure sufficient contact. Topsoil shall be roughened by trackwalking or rolling with a sheepsfoot roller prior to seeding and mulching. Trackwalk topsoil with tracked equipment run perpendicular to slope contours. Water may be used to assist this process but must not cause erosion. Finished surfaces after topsoil placement must achieve a minimum of 85 percent compaction. Full compensation for local topsoil shall be considered as included in the contract price paid for "Water Pollution Control" and no additional compensation will be allowed therefor. Plastic Netting Photodegradable or biodegradable plastic netting shall not be used in fiber rolls, erosion control blankets, or any other erosion control BMP unless specified or approved by the Engineer. 30 Fiber Rolls Fiber rolls shall conform to the provisions in Section 3-12.6, "Water Pollution Control," of the Standard Specifications and these special provisions and shall consist of applying fiber rolls materials to the areas shown on the plans, embankment, and excavation siopes and other areas disturbed by construction activities and as directed by the Engineer. Fiber rolls shall be premanufactured roll of rice or wheat straw, wood excelsior, or coconut fiber encapsulated within a biodegradable jute, sisal, or coir fiber netting. The netting shall have a minimum durability of one year after installation. The netting shall be secured tightly at each end of the roll. Rolls shall be between 8 inches and 10 inches in diameter and shall have a minimum weight of 1 pound per linear foot and a minimum length of 20 feet. Wood stakes shall be a minimum of 1" x 1" x 24" in size and made of untreated fir, redwood, cedar, or pine and cut from sound timber. They shall be straight and free of loose or unsound knots and other defects which would render them unfit for the purpose intended. Metal stakes shall not be used. Fiber rolls shall be installed by constructing a furrow to a depth between 2 inches and 4 inches, and to a sufficient width to hold the fiber roll. The bedding area for the fiber rolls shall be cleared of obstructions including rocks, clods, and debris greater than one inch in diameter before installation. Stakes shall be installed 48 inches apart along the length of the fiber rolls and stopped at 12 inches from each end of the rolls. Stakes shall be driven to a maxium of 2 inches above, or flush with the top of the roll. Fiber rolls shall be placed parallel to the slope contour and 8 feet apart on 2:1 slopes and as shown on the plans. If the intended function of the fiber rolls to disperse concentrated water runoff and to reduce runoff velocities is impaired, the Contractor shall take action to repair or replace the fiber rolls. Split, torn, or unraveling rolls shall be repaired or replaced. Broken or split stakes shall be replaced. Sagging or slumping fiber rolls shall be repaired with additional stakes or replaced. Locations where rills and other evidence of concentrated runoff have occurred beneath the rolls shall be corrected. Fiber rolls shall be repaired or replaced within 24 hours of identifying the deficiency. Fiber rolls will be measured by lineal foot. Full compensation for"Fiber Rolls" shall be considered as included in the contract lump sum price paid for"Water Pollution Control" and no separate payment will be made therefor. As-Built/Record Documents The Contractor shall keep and maintain on the Project Site, one record set of the Contract Documents, which shall be updated weekly to reflect current as-built conditions of the Work as it progresses and document changes to the Work shown on the Project Plans. Record Documents shall be produced by marking a full-size (22"x34") copy of the Project Plans. The Contractor's as-built information shall be clear and legible, marked in red, and at a minimum identify the following: the exact horizontal and vertical location of all installations in their finished condition, including all underground work and components; all electrical, plumbing and mechanical installations; all changes in construction, materials and installed equipment; and buried or concealed construction and utility features that are revealed during the course of 31 construction. Special attention shall be given to recording of all buried utilities that differ from locations indicated in the Contract Documents. The updated drawings shall be available for review by the Engineer and Inspector. Failure to comply with the preparation and submission of as-builts may result in the Engineer withholding the current progress payment, or be subject to administrative deductions as per Section 7-3.2. Where specified in the Special Provisions or Technical Specifications as a condition to certification of final completion, the Contractor shall provide the original Record Documents, together with a certification by the Contractor that the Record Documents are a true representation of the Work as actually constructed. Timely submission of complete Record Documents shall be a condition to certification of final completion and to final payment. Delays in the submission of complete Record Documents may subject the contractor to liquidated damages. Full compensation for As-Built/Record Documents shall be considered as included in the contract price paid for the various items of work and no additional compensation will be allowed therefor. Order of Work The first order of work shall be to place the order for the traffic signal equipment within 15 days after the notice to proceed has been issued. The Contractor shall furnish the Engineer with a statement from the vendors that the orders for the signal equipment have been received and accepted by the vendors. Work Hours Attention is directed to Caltrans Encroachment Permit No. 0223-NSN-0345 "Work Hours" abnd "Traffic Control". Notification of Work The Contractor shall notify all affected customers (business or residence) at least 48 hours in advance of the anticipated work in the area. If the customer is not present, a notice approved by the Engineer shall be left attached to the front door (NOT in a mailbox). The Contractor shall prepare and submit its proposed door hanger notice for City review and approval. Full compensation for notifications shall be included in the cost of the various contract items and no additional compensation will be allowed therefore. Temporary Pavement Delineation Attention is directed to Caltrans Encroachment Permit No. 0223-NSN-0345 "Temporary Pavement Delineation" Full compensation for Temporary Pavement Delineation shall be considered as included in the contract price paid for Traffic Stripe (Thermo plastic 4", 6", and 8") and no further compensation will be allowed therefor. 32 Pavement Marker Attention is directed to Caltrans Encroachment Permit No. 0223-NSN-0345 "Markers and Delineators" Full compensation for Temporary Pavement Delineation shall be considered as included in the contract price paid for Traffic Stripe (Thermo plastic 6" and 8") and no further compensation will be allowed therefor. Contract Item �ist Prepare Water Pollution Control Attention is directed to Special Requirements for "Erosion Controi" and Section 3-12.6, "Water Pollution Control," of the special provisions. Water Pollution Control Attention is directed to Special Requirements for "Erosion Control" and Section 3-12.6, "Water Pollution Control," of the special provisions. Traffic Control Attention is directed to Caltrans Encroachment Permit No. 0223-NSN-0345 "Traffic Control". Attention is directed to Part 6, "Temporary Traffic Control," of the Standard Specifications and these special provisions. Project Funding Sign Attention is directed to the Special Requirements for"Project Funding Sign" of the Miscellaneous Requirements of the special provisions. Construction Area Signs Attention is directed to the Special Requirements for "Construction Area Signs" of the Miscellaneous Requirements of the special provisions. Excavation (Unclassified) Attention is directed to Section 300-2 "Unclassified Excavation" of the Special Provisions and Section 300-2.9 "Payment" of the Standard Specifications. Cold Mill Asphalt Concrete Attention is directed to Section 404 "Cold Milling" of the Standard Specifications and the Special Provisions. 33 Microsurface (Type II) Microsurface (Type II) shall consist of mixing a polymer modified, cationic microsurfacing emulsion (MS), aggregate, mineral filler, set-control additives, and water; as well as spreading the mixture on a pavement surface where shown on the plans, in conformance with these special provisions, and as directed by the Engineer. Microsurfacing is to be a quick-traffic system, meaning that it will be able to accept traffic after a short period. Normally, these systems have been required to accept rolling traffic on a one-half ('/2) inch thick surface within one hour after placement in +75° F temperature and 50 percent or less humidity. Materials The material for microsurfacing shall conform to the following requirements: Microsurfacing Emulsion (MS) Microsurfacing Emulsion (MS) shall be homogenous and shall conform to these special provisions. The polymer shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process. The MS shall conform to the following requirements when tested in conformance with the following test methods: Pol mer Modified, Cationic Microsurfacin Emulsion MS S ecification Desi nation Test Method Re uirement Viscosit SDF 77 °F AASHTO T 59 15-90 Seconds Sieve, max. AASHTO T 59 0.30 Percent Settlement, 5 da s, max. ASTM D244 5 Percent Storage Stability, 1 day, AASHTO T 59 1 Percent max. Residue by Evaporation, California Test 331 62 Percent min. S ecification Desi nation for Residue S ecification Desi nation Test Method Re uirement Penetration@ 77 �F AASHTO T 51 40-90 100 , 5s ,0.1 mm Softenin Point �F Min. AASHTO T53 135 Water and Additives Water shall be potable and free of harmful soluble salts, reactive chemicals, and other contaminants. Additives may be added to the emulsion mix or any of the component materials to provide the control of the quick-traffic properties. The additives must be included as part of the mix design and be compatible with other components of the mix. 34 Mineral Filler Mineral filler shall be Portland cement or hydrated lime that is free of lumps. Portland cement shall be either Type I, Type II, Type III or combination thereof. The type and amount of mineral filler shall be determined by the Contractor based on laboratory mix designs. The minerai filler will be considered part of the aggregate gradation requirement. An increase or decrease of 1 percent may be permitted when the Micro surfacing is being placed if it is found to be necessary for better consistency or set times. Aggregate The mineral aggregate used shall be of the type and grade specified for the particular use of the micro surfacing. Aggregate shall consist of sound, durable, crushed stone or crushed gravel and approved mineral filler. The material shall be free from vegetable matter and other deleterious substances. Aggregates shall be 100% crushed material with no rounded particles and shall be volcanic in origin. All aggregate shall be free of caked lumps and oversize particles. The aggregate, prior to the addition of emulsion shall conform to the requirements of this section. If aggregates are blended each component aggregate shall meet the sand equivalency and abrasion resistance and shall be 100% crushed as tested in accordance with California Test 205. The definition of a crushed particle in California Test 205 Section D, is amended to read: "Any particle having two or more fresh mechanically fractured faces shall be considered a crushed particle." The percentage composition by mass of the aggregate (including mineral filler) shall conform to the following grading requirements when tested in conformance with California Test 202: TYPE 11 Sieve Sizes Percenta e Passin 3/8" 100 No. 4 94-100 No. 8 65-90 No. 16 40-70 No. 30 25-50 No. 50 20-30 No. 100 10-20 No. 200 5-15 The aggregate (excluding mineral filler) shall conform to the following quality requirements: Test California Test Re uirements Sand Equivalent Min. 217 70 Durability Index (Min.) 229 75 35 Percentage of Crushed 205 100% particles Min. ' Los Angeles Rattler 211 35% Loss at 500 Rev. Max Notes: 1. CT205, Section D, is amended to read: "Any particle having 2 or more freshly, mechanically fractured faces shall be considered a crushed particle." If the results of the aggregate grading do not meet the specified gradation, the micro surfacing represented by the test shall be removed. Also, if the results of the Sand Equivalent test for aggregate do not meet the specified requirement, the micro surfacing represented by the test shall be removed. No single aggregate grading or Sand Equivalent test shall represent more than 300 ton or one day's production, whichever is smaller. Mix Design At least seven working days before the microsurfacing placement commences, the Contractor shall submit for approval of the Engineer a laboratory report of tests and a proposed mix design covering the specific materials proposed for use on the project. The percentages of each individual material proposed in the mix design shall be shown in the laboratory report. Individual materials shall be within the following limits: Residual Asphalt............ 5.5% to 9.5% by dry mass of aggregate Mineral Filler.................. 0% to 3% by dry mass of aggregate Additive.......................... As needed Water ............................ As needed Adjustments may be required during construction based on field conditions. The mix design and aggregate tests shall be perFormed by a laboratory capable of performing the applicable International Slurry Surfacing Association (ISSA) tests. The proposed microsurfacing mixture shall conform to the specified requirements when tested in conformance with the following tests: Test ISSA Test Method Requirements Wet Cohesion TB* 139 @ 30 Minute (Set) (Min.) 12 kg-cm 60 Minute Traffic Min. 20 k -cm Excess Asphalt TB* 109 540 g/m2 Wet Stri in Min. TB* 114 90% Wet Track Abrasion TB* 100 6-da Soak Loss Max. 810 /m2 Displacement TB* 147A Lateral (Max.) 5% Specific Gravity After 1000 C cles of 125 Ibs. 56.8 k Max. 2.10 Classification Compatibility TB* 144 (AAA, BAA) 11 Grade Points 36 Mix Time @ 77°F (25°C) TB* 113 Controllable to 120 Seconds TB* = Technical Bulletin The laboratory that performed the tests and designed the mixture shall sign the laboratory report. The report shall show the results of the tests on individual materials and shall compare their values to those required by these special provisions. The report shall clearly show the proportions of aggregate, filler (minimum and maximum), water (minimum and maximum), set control additive, and MSE solids content (minimum and maximum) based on the dry mass of aggregate. The laboratory shall report the quantitative effects of moisture content on the unit mass of the aggregate (bulking effect) in conformance with the requirements of ASTM Designation C 29M. Previous laboratory reports covering the same materials may be accepted provided the material test reports were completed within the previous 12 months. Once the mix design is approved by the Engineer, no substitution of other material will be permitted unless the materials proposed for substitution are first tested and a laboratory report is submitted for the substituted design in conformance with these special provisions. Substituted materials shall not be used until the mix design for those materials has been approved by the Engineer. The completed mixture, after addition of water and set control agent, if used, shall be such that the micro surfacing mixture has proper workability. At the expiration of the road closure hours, in conformance with the provisions in Part 6 - Street Closures, Detours, Barricades, of these special provisions, the microsurfacing mixture shall be sufficiently cured to support unrestricted traffic. Proportioning Aggregate, mineral filler, MS, water, and additives, including the set-control agent, if used, shall be proportioned by volume utilizing the mix design approved by the Engineer. If more than one kind of aggregate is used, the correct amount of each kind of aggregate to produce the required grading shall be proportioned separately, prior to adding the other materials of the mixture, in a manner that will result in a uniform and homogeneous blend. The aggregate shall be proportioned using a belt feeder operated with an adjustable cutoff gate. The height of the gate opening shall be determinable. The MS shall be proportioned by a positive displacement pump. Variable rate emulsion pumps, if used, shall be calibrated and sealed in the pump's calibrated condition in conformance with California Test 109 prior to usage. The delivery rate of aggregate and MS per revolution of the aggregate feeder shall be calibrated at the appropriate gate settings for each mixer-spreader truck used on the project in conformance with California Test 109 and in conformance with the provisions of these special provisions. The aggregate belt feeder shall deliver aggregate to the pugmill with such volumetric consistency that the deviation for any individual aggregate delivery rate check-run shall not exceed 2.0 percent of the mathematical average of 3 runs of at least three tons each. The emulsion pump shall deliver MS to the pugmill with such volumetric consistency that the deviation for any individual delivery rate check-run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each. The water pump shall deliver water to the pugmill with such volumetric consistency that the deviation for any individual delivery rate check-run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each. 37 The MS storage tank shall be located immediately before the emulsion pump and shall be equipped with a device which will automatically shut down the power to the emulsion pump and aggregate belt feeder when the MS level is lowered to a point where the pump suction line is exposed. A temperature-indicating device shall be installed in the emulsion storage tank at the pump suction level. The device shall indicate the temperature of the MS and shall be accurate to within 10°F. The belt delivering the aggregate to the pugmill shall be equipped with a device to monitor the depth of aggregate being delivered to the pugmill. The device for monitoring the depth of aggregate shall automatically shut down the power to the aggregate belt feeder whenever the depth of aggregate is less than the target depth of flow. A second device shall be located where the device will monitor the movement of the aggregate belt by detecting revolutions of the belt feeder. The devices for monitoring no flow or belt movement shall automatically shut down the power to the aggregate belt when the aggregate belt movement is interrupted. The device to detect revolutions of the belt feeder will not be required where the aggregate delivery belt is an integral part of the drive chain. To avoid erroneous shutdown by normal fluctuation, a delay of 3 seconds will be permitted between sensing and shutdown of the operation. Mixing and Spreading Equipment The micro surfacing shall be mixed in continuous pugmill mixers of adequate size and power for the type of micro surFacing to be placed. All indicators shall be in conformance with these special provisions and shall be in working order prior to commencing mixing and spreading operations. Mixer-spreader trucks shall be equipped to proportion the MS, water, aggregate, mineral filler, and set-control additives by volume. Rotating and reciprocating equipment on mixer-spreader trucks shall be covered with metal guards. The mixer-spreader truck shall not be operated unless low-flow and no-flow devices and revolution counters are in good working condition and functioning and metal guards are in place. Indicators required by these special provisions shall be visible while walking alongside the mixer- spreader truck. Aggregate feeders shall be connected directly to the drive on the emulsion pump. The drive shaft of the aggregate feeder shall be equipped with a revolution counter reading to the nearest one- tenth of a revolution. The microsurFacing mixture shall be spread by means of a spreader box conforming to the following requirements: Spreader Box The spreader box shall be capable of placing the microsurFacing a minimum of 12-feet wide and shall have strips of flexible rubber belting or similar material on each side of the spreader box and in contact with the pavement to prevent the loss of micro-surfacing from the box. Spreader boxes shall have baffles, reversible motor driven augers, or other suitable means to insure uniform application on super-elevated sections and shoulder slopes. Spreader box skids shall be maintained in such manner as to prevent chatter(wash boarding) in the finished mat. The spreader box in use shall be clean and free of micro surFacing and MS at the start of each work shift. 38 The spreader box shall have a series of strike-off devices at the rear of the box. The leading strike-off device shall be fabricated of steel, stiff rubber or other suitable material. The number of strike-off devices shall be determined by the Contractor. The first strike-off device shall be designed to maintain close contact with the pavement during the spreading operations, shall obtain the thickness required, and shall be capable of being adjusted to the various pavement cross sections for application of a uniform micro surfacing finished surface. The final strike- off device shall be fabricated of flexible material suitable for the intended use and shall be designed and operated to ensure a uniform texture is achieved in the finished surface of the micro surfacing. The final strike-off device shall be cleaned or changed daily if problems with longitudinal scouring occur. Flexible fabric drags attached to the rear of the spreader box shall not be used. The microsurfacing mixture, to be spread in areas inaccessible to the controlled spreader box, may be spread by other methods upon approval of the Engineer. Preparation for MicrosurFacing Before placing the microsurfacing, all pavement surfaces shall be cleaned by pick-up broom to remove loose particles of paving, dirt, and other extraneous material. Manholes, valve boxes, drop inlets and other service entrances shall be protected from the microsurfacing by a suitable method acceptable to the Engineer. When required, the roadway surface may be fogged with water ahead of the spreader box. The application of the fog spray may be adjusted to suit temperatures, surface texture, humidity and dryness of pavement. All weeds shall be removed prior to application of microsurFace. Placing The microsurfacing mixture shall be uniformly spread on the existing surfacing within the rate specified without spotting, rehandling or otherwise shifting of the mixture. The microsurfacing shall not be placed prior to seven days after replacing AC surfacing unless the fresh AC surFace area is covered with a prime coat as specified in Section 302-5.3 of these special provisions. In no case shall the micro surfacing be placed on fresh asphalt prior to three days curing time. The microsurfacing mixture shall not be placed when the ambient temperature is below 60- degrees F, humidity above 60 percent or during unsuitable weather. Microsurfacing shall not be placed if rain is imminent or there is the possibility that there will be freezing temperatures within 24 hours. MicrosurFacing shall be spread at a rate within the following ranges of pound of dry aggregate per square yard (kilograms of dry aggregate per square meter). Micro-surfacing Type �ocation Spread Rate Type II Full Traffic Width 15— 20 39 Longitudinal joints shall correspond with the edges of the traffic lanes. The Engineer may permit other patterns of longitudinal joints if the patterns will not adversely affect the quality of the finished product. Through traffic lanes shall be spread in full lane widths only. �ongitudinal joints common to two traffic lanes shall be butt joints with overlaps not to exceed 3 inches. Building paper shall be placed at the transverse joints to avoid double placement of the micro surfacing. Other suitable methods to avoid double placement of the micro surfacing will be allowed. Hand tools shall be available to remove spillage. The mixture shall be uniform and homogeneous after placing on the surfacing and shall not show separation of the MS and aggregate after setting. The completed surface shall be of uniform texture and free from ruts, humps, depressions, or irregularities. Adequate means shall be provided to protect the microsurfacing from damage by traffic until such time that the mixture has cured sufficiently so that the micro surfacing will not adhere to or be picked up by the tires of vehicles. Placement of the microsurfacing shall cease a minimum of one hour before the expiration of the road closure hours as specified in Part 6 - Street Closures, Detours, Barricades, of these special provisions, unless the Contractor proves to the satisfaction of the Engineer that the surface will be ready for unrestricted traffic at the expiration of the road closure hours. Broadcast Sand Sand may be used to open limited traffic to driveways only with the Engineer's authorization. Sand shall be "washed" sand and applied only by using a mechanical broadcaster. All broadcast sand shall be swept up within 24 hours of application. Repair of Early Distress If bleeding, raveling, delamination, rutting, or washboarding occurs within the one-year maintenance period, the Contractor shall diligently pursue repairs within 15 days of notification by any method approved by the Engineer. The Contractor shall not be relieved from maintenance until repairs have been completed. Payment The contract price paid per square yard for "MicrosurFacing (Type II)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing microsurfacing, complete in place, including testing for and furnishing mix design, cleaning the surface, furnishing added water and set-control additives, rolling, sanding, and protecting the micro surfacing until it has set, as shown on the plans, as specified in these special provisions, and as directed by the Engineer. Asphalt Concrete Attention is directed to Section 302-5"Asphalt Concrete Pavement" of the Special Provisions and Standard Specifications. 40 Aggregate Base Attention is directed to Section 301-2 "Untreated Base" of the Standard Specifications and the Special Provisions. Cross Gutter The contract price paid per square foot for "Cross Gutter" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in the installation of the concrete cross gutter, complete in place, including removal and disposal of the existing asphalt concrete shown on the plans, removal of any existing pipe, placement of concrete or asphalt transitions, tie-in paving, etc. as necessary to provide a complete and fully functioning cross gutter as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. Curb and Gutter The contract unit price paid per linear foot for "Curb and Gutter" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the installation of the curb and gutter including but not limited to sawcutting for trim line, removal and disposal of the existing asphalt concrete and existing curb and gutter, additional aggregate base needed to make base grade, AC tie-in paving, protection of the existing sidewalk, trees, etc. as necessary to provide a complete and fully functioning curb and gutter as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. Concrete Curb Ramp Ramp types shall be as noted on the plans unless otherwise approved by the Engineer and shall be constructed per City of Redding Construction Standards Pages 141.10, 141.20, and 141.30, per Caltrans Standard A88A, or as shown on the plans. The contract price paid per square foot of"Concrete Curb Ramp" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in installing concrete curb ramps, complete in place, including grading, excavation, , removal and disposal of the existing asphalt and concrete, base, compaction of base, forming, finishing, curing, installing detectable warning surfaces, installing expansion joint material, grooving, retaining curb, pedestrian accommodations, and public safety as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the engineer. Sidewalk(4"PCC) The contract price paid per square foot for°Sidewalk (4" PCC)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in the construction of Sidewalk (4" PCC), complete in place, including all watering, trenching, excavation, grading, relocation of irrigation systems as required, root pruning and removal of offensive tree roots, aggregate base backfill, compacting, bar reinforcing steel, integral curbs, concrete forming and curing, tree planters disposal of excess materials, 41 pedestrian accommodation, public safety, and all specific items shown on the plans, specified in the Standard Specifications and these special provisions, and as directed by the Engineer. Replace Manhole Frame and Cover(SD) The Contractor shall replace storm drain manhole frame and covers as shown on the plans and per City of Redding Construction Standards page 264.00 and 264.10. The contract unit price paid for "Repiace Manhole Frame and Cover (SD)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in replacing manhole frame and cover complete in place as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. Replace Manhole Frame and Cover(SS) The Contractor shall replace sanitary sewer manhole frame and covers as shown on the plans and per City of Redding Construction Standards page 364.20 and 364.30. The contract unit price paid for "Replace Manhole Frame and Cover (SS)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in replacing manhole frame and cover complete in place as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. Remove Pavement Marking(Thermoplastic) All thermoplastic pavement marking shall be removed prior to asphalt concrete or micro surfacing application by grinding. Depth of grind shall be slightly less than the thickness of the marking and the resulting surface shall be left rough for proper asphalt concrete or micro-surfacing adhesion. The contract price paid per square foot of "Remove Pavement Marking (Thermoplastic)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removing pavement marking including traffic control, clean up, air pollution control, and mobilization, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. Remove Traffic Stripe (Thermoplastic) Traffic stripes measuring 4-inch, 6-inch, and 8-inch wide and pavement markers to be removed shall be removed at the locations shown on the plans and at the locations designated by the Engineer. TrafFic stripes shall be removed to the fullest extent possible from the pavement by any method that does not materially damage the surface or texture of the pavement or surfacing. Sand or other material deposited on the pavement as a result of removing traffic stripes shall be removed as the work progresses. Accumulations of sand or other material which might interfere with drainage or might constitute a hazard to traffic will not be permitted. Traffic stripes shall be removed before any change is made in the traffic pattern. 42 Remove traffic stripe measuring 4-inch, 6-inch, and 8-inch wide will be measured by the linear foot. Gaps in the broken traffic stripes will not be measured. All paint which is evident in these gaps shall be removed to the fullest extent possible. The contract price paid per linear foot for "Remove Traffic Stripe (Thermoplastic)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removing traffic stripes, complete in place, to include removal of pavement markers including underlying adhesive, provide temporary pavement delineation, disposal of excess materials, as shown on the plans, specified in the Standard Specifications and these special provisions, and as directed by the Engineer. Pavement Marking (Thermoplastic) Attention is directed to Section 314-4 Application of Traffic Striping and Curb and Pavement Markings of the special provisions and the Standards Specifications. Pavement Marking(Green -Bike) Attention is directed to Section 314-4 Application of Traffic Striping and Curb and Pavement Markings of the special provisions and the Standards Specifications. Insta1190 mil preformed,fused thermoplastic film high skid,that has intermixed reflective elements with factory installed crushed class or aggregate on the surface in the locations shown on the plans. The pavement marking material shall be designed to minimize loss of traction for bicyclists. The pattern of the green colored marking shall be continuous or segmented in a manner that matches the pattern of the associated dashed lines, thus filling in only the areas that are directly between a pair of dashed lines segments, as shown on the plans. Pavement Marking (Green - Bike) shall be Ennis-Flint PreMark with Vizigrip or approved equal. The daytime chromaticity for the green colored marking shall be: 1 2 3 4 X Y X Y X Y X Y 0.230 0.754 0.266 0.500 0.367 0.500 0.444 0.555 The daytime luminance factor (Y) shall be at least 7, but no more than 35. The nighttime chromaticity for the green colored marking shall be: 1 2 3 4 X Y X Y X Y X y 0.230 0.754 0.336 0.540 0.450 0.500 0.479 0.520 43 Traffic Stripe (4" Thermoplastic), (6" Thermoplastic), (8" Thermoplastic) Attention is directed to Section 314-4 Application of Traffic Striping and Curb and Pavement Markings, of the special provisions and the Standard Specifications. Pavement Marker The Contractor shall provide and install Pavement Markers in accordance with Caltrans Standard Plans Details A20A thru and A20D and City of Redding Construction Standards 171.00 and as specified in these special provisions, and as directed by the Engineer. Pavement markers outside the project limits marred or destroyed by the Contractor's operations shall be replaced to the satisfaction of the Engineer at no cost to the City of Redding. The contract unit price paid for "Pavement Marker" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in installing pavement markers, complete in place, as shown on these plans, as specified in these special provisions, and as directed by the Engineer. lnstall Sign The distance from the finish grade to the bottom edge of the lowest sign shall be 7 feet where located in pedestrian walkways. The contract unit price paid for each "Install Sign" shall include full compensation for furnishing all labor, materials, tools, equipment , and incidentals and for doing all the work involved in installing signs complete in place, including all required mounting hardware, sign post and quick-change base per the City of Redding Standards Page 152.10, excavation, concrete, and providing temporary signage during the transition as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the Engineer. Remove Sign The contract unit price paid for "Remove Sign" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removing and disposing of existing signs and posts, including all work necessary to backfill the existing post hole, as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the Engineer. Marker Post Marker Posts shall be Type K17 Flexible Post by US Reflector or approved equal. The posts shall be white in color with two, white reflective collars. Posts shall be installed with an anchor bolt that screws into a flush mounted metal sleeve, which is bonded into the pavement. The Contractor shall mark the post locations for approval by the Engineer prior to installation. Marker Post with cycle track sign shall be FlexBollard with Sign Post of Seton or approved equal. The posts shall be red in color with two, white reflective stripes. Posts shall be installed with an anchor bolt that screws into a flush mounted metal sleeve, which is bonded to the pavement. The Contractor shall mark the post locations for approval by the Engineer prior to installation. 44 The contract unit price paid for "Marker Post" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing marker posts complete in place including all required mounting hardware as shown on the plans, as specified in the Standard Specifications, and these special provisions, and as directed by the Engineer. Traffic Signal Modifications Attention is directed to Part 7, Section 700 Materials of these Special Provisions. Street Light(Standard& LED Luminaire) The contract unit price paid for "Street Light (Standard & LED Luminaire)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in installing the street lights, including foundation standard and luminaire, as set forth on the project plans, complete in place, including all watering, trenching, excavation, aggregate base backfill, concrete forming and curing, disposal of excess materials, trimming of existing trees that will block lighting, all necessary to provide a complete and fully functioning street light as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. Pullbox(2E), (3E) Attention is directed to section 701-11 of the Standard Specifications. Conduit(2"PVC), (4"PVC) Attention is directed to section 701 of the Standard Specifications and these special provisions. Conductor(#6) Attention is directed to section 701 of the Standard Specifications and these special provisions. 45 Electric Plans The project electric plans (sheets 22-26) refer to work to be completed by the "Customer". On this project, the Customer is the City of Redding Public Works Department. Ali work set forth in the electric plans as being completed by Customer shaii be completed by the Contractor as necessary to provide a complete and operational street light system as set forth in the plans, as specified in the Standard Specifications, the City of Redding Construction Standards, these special provisions, and as directed by the Engineer. Full compensation for interpreting the electric plans and providing the required electric improvements shall be considered as included in the contract price paid for various items of work and no further compensation will be allowed therefor. 46 PART 1 GENERA� PROVISIONS SECTION 1 GENERAL 1-1 General The following terms are added: "Wherever in these documents the words "City" or "Agency" appear, it shall be understood to refer to and indicate the City of Redding, a general law city, existing under and by virtue of the laws of the State of California. Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended or if delivered at or sent by registered mail to the last business address known to him who gives the notice." 1-2 Terms and Definitions Definitions are amended or added as follows: 1. Bid Guaranty—The cash, cashier's check, certified check, or bidder's bond accompanying the Bid as a guaranty that the Bidder will enter into a contract with the Agency for the performance of the work. 2. Board, Council, and Agency— The officer or body constituting the awarding authority of the Agency. 3. City, Contractor, and Engineer- The City, Contractor, and Engineer are those as defined in the Standard Specifications. They are treated throughout the contract document as if each were of the singular number and masculine gender. 4. Date of Execution of the Contract — The date on which the Contract is signed by the Agency's authorized representative. 5. Plans — The drawings, profiles, cross sections, working drawings and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work. Plans may either be bound in the same book as the Specifications or bound in separate sets, and are part of the Contract Documents regardless of the method of binding. 6. Standard Specifications — Standard Specifications for Public Works Construction (SSPWC) the "Greenbook,"2021 Edition and current supplements as amended, prepared by the Southern California Chapter American Public Works Association, and the Southern California Districts, Associated General Contractors of California. 47 1-6 BIDDING AND SUBMISSION OF THE BID 1-6.1 General Add the following paragraph: "When an item of work is designated as (S) in the Bid or Proposal, the estimated quantity for that item of work shall be designated as a "Specialty Item." 1-7 AWARD AND EXECUTION OF THE CONTRACT 1-7.1.1 Acceptance or Rejection of Proposals The City reserves the right to reject any and all proposals. Without limiting the generality of the foregoing, any proposal which is incomplete, iilegible, or irregular may be rejected; any proposal having erasures or corrections in the price sheet may be rejected; any proposal in which the unit price is omitted or in which the unit price is obviously unbalanced may be rejected; any proposal accompanied by an insufficient or irregular bid security may be rejected. 1-7.1.2 Forfeiture of Proposal Guaranty If a bidder should, after being awarded the contract, fail to execute the contract and furnish the necessary bonds, certifications, and insurance in the manner and within the time provided in these specifications, the bid security shall be forfeited to the City as liquidated damages, and the award of the contract shall be annulled. 1-7.1.3Return of Proposal Guaranties All securities will be returned except that of the successful bidder and that of the next lowest bidders up to four(4), which the City will hold until the contract documents have been executed and the required contract bonds and insurance have been submitted by the successful bidders and accepted by the City or until bids are rejected. 1-7.1.4 Award of Contract Any contract awarded will be to the lowest responsible bidder who submits a responsive bid. Any award will be made within 90 days after the opening of the proposals. The period of time specified above within which the award of contract may be made shall be subject to extension. All bidders who submitted a bid that was not rejected will be asked to extend their bids. All bids will be compared on the basis of the Engineer's estimate of the quantites of work to be done. 1.7.1.5 Execution of Contract The contract in form and content satisfactory to the City shall be executed by the bidder to whom the contract is awarded and returned, together with all required bonds, policies, and certificates, within 10 days, (not including Sundays and legal holidays), after award of the contract. No proposals shall be considered binding on the City until the contract has been executed by all parties thereto. 48 1-7.1.6 Early Start of Work The Contractor may start job site activities before receiving notice of Contract approval under the following conditions; 1. Submit the contract, bonds, and insurance listed in 1-7.1.5, Execution of Contract. 2. Provide a letter to the City with at least 72-hour notice requesting an early start of work. 3. Request and obtain an encroachment permit from the City. 4. Receive written approval from the City Engineer to start work. 5. Perform work at your own risk. 6. If the Contract is approved, work already performed that complies with the Contract is authorized. 7. If the Contract is not approved, the Contractor shall leave the job site in a neat condition, restore the site or facility to its former condition or equal. The City will not pay for this work. 8. The City does not adjust working days for work performed before Contract approval. 9. Ground disturbing/job site activities are still subject to the requirements of the Water Pollution Control Plan or Storm Water Pollution Prevention Plan. 1-7.2 Contract Bonds Delete this section in its entirety and add the following: "Before execution of the Contract by the Agency, the Bidder shall file with the Agency surety bonds satisfactory to the Agency in the amounts and for the purposes noted below. Bonds shall be duly executed by a responsible corporate surety, authorized to issue such bonds in the State of California shall be issued by a surety who is listed in the latest revision of the U.S. Department of Treasury Circular 570, is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract. The Bidder shall pay all bond premiums, costs, and incidentals. Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the surety shall be notarized. The Bidder shall provide two good and sufficient surety bonds. The"Payment Bond" (Material and Labor Bond) shall be for not less than 100 percent of the contract price, to satisfy claims of material suppliers and of inechanics and laborers employed by it on the work. The bond shall be maintained by the Contractor in full force and effect until the Work is accepted by the Agency, and until all claims for materials and labor are paid, and shall otherwise comply with the Civil Code. The "Performance Bond" shall be for 100 percent of the contract price to guarantee faithful performance of all work, within the time prescribed, in a manner satisfactory to the Agency, and that all materials and workmanship will be free from original or developed defects. In 49 addition, the Performance Bond shall include a one-year Maintenance Bond which shall begin upon acceptance of the Work. The amount of the Maintenance Bond shall be for 50 percent of the final contract price. The Maintenance Bond shall be submitted on the form contained in these specifications or on a form which conforms to it prior to release of final payment (less retention)for the work. Should any bond become insufficient, the Contractor shall renew the bond within ten (10)days after receiving notice from the Agency. Should any Surety at any time be unsatisfactory to the Agency, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the Contract until a new Surety shall qualify and be accepted by the Agency. Changes in the Work, or extensions of time, made pursuant to the contract, shall in no way release the Contractor or Surety from their obligations. Notice of such changes or extensions shall be waived by the Surety." SECTION 2 SCOPE OF WORK 2-2 PERMITS Add the following paragraph(s): "The Contractor and any subcontractor working under the Contractor shall obtain a City business license prior to doing any work on a job site in the City. It shall be the responsibility of the Contractor, who is signature to the Contract, to notify their subcontractor(s)to abide to this requirement. In the event a required business license is not obtained, the City shall give the Contractor written notice of 10 days to correct the deficiency. In the event the business license(s) is not obtained, the City shall withhold the estimated cost of the license(s)from the next payment to the Contractor until the license is obtained. If during the course of construction a City business license expires and the Contractor or subcontractor continues to work, these same provisions will apply." The City of Redding has obtained an encroachment permit (No.0223-NSN-0345) from Caltrans. The Contractor shall be responsible for obtaining a double encroachment permit from Caltrans at a cost of$164. The Contractor shall also be responsible for meeting with Caltrans staff to go over all the requirements prior to start of construction. The Contractor shall familiarize himself with the permit requirements and shall be responsible for the implementation of all permit conditions. Environmental Compliance The Contractor's activities on this project are subject to certain environmental compliance limitations. The City has obtained or adopted permits, agreements, approvals, and/or other environmental documentation (Permits)for the project that are binding on the Contractor and affect the Contractor's work. Such Permits include: 1. The project includes pre-construction biological survey areas. If vegetation removal or construction occurs during the nesting season for migratory birds or raptors (February 1 and August 31), the Contractor will hire a qualified biologist to conduct pre-construction surveys for nesting birds. 50 The Contractor shall be fully aware of the Permits and shall be responsible for constructing the project in compliance with all provisions of the Permits, and those applicable measures contained in the Permits reasonably pertaining to construction of the project as indicated below in ENVIRONMENTAL COMPLIANCE. Proposed changes to the Permits shall be submitted to the Engineer for transmittal to the appropriate approving authority. Changes shall not be implemented until approved in writing by the Engineer. All changes shall be fully binding on the Contractor. Contractor shall be responsible for penalties assessed or levied on the Contractor or the City of Redding as a result of the Contractor's failure to comply with applicable provisions and measures of the Permits. Modifications made as a result of the Contractor's non-compliance with the conditions of the Permits shall not be cause for additional compensation to the Contractor. The provisions of this section shall be made a part of every subcontract executed pursuant to this contract. Days when the Contractor's operations are restricted by the requirements of this section shall not be considered to be non-working days. No time extensions shall be granted as a result of the restrictions of this section. Contract Environmental Manager The Contractor shall designate a Contractor Environmental Manager (CEM) to coordinate, manage, and ensure implementation of all environmental related measures as required by environmental permits and these Specifications. The CEM will be located at the project site and available for coordination with the City as necessary to ensure compliance with these Specifications. The CEM shall monitor the Contractor's activities and have the authority to implement or cause implementation of ineasures necessary to ensure compliance with these Specifications. The CEM may be assigned other duties and responsibilities by the Contractor as desired. Environmental Compliance 1. The construction related conditions in the Permits and Agreements shall be implemented by the Contractor including pre-construction notifications, meetings, trainings, surveys, ESA fence installation, or post-construction notifications and reporting. 2. If vegetation removal or construction activities will occur between February 1 and August 31, a Contractor supplied Biologist shall conduct a preconstruction survey within 7 days of construction activities beginning (including mobilization). If construction activities cease for a period greater than 7 days, additional preconstruction surveys will be required. 3. If nesting birds or raptors are found, the Biologist and Contractor must contact the City Resident Engineer and the City Environmental Compliance Manager. The City will consult with CDFW. An appropriate buffer, as determined by CDFW will be placed around the nest until the young have fledged. 4. Resource agency representatives shall have the right to enter the Project site at any time. 5. If human remains are discovered during project activities, all work will stop in the vicinity of the find and both the City and the Shasta County Coroner's Office shall be notified. 51 Treatment of the remains shall be conducted in accordance with the direction of the Coroner and/or the Native American Heritage Commission, as appropriate. 6. Staging and storage areas for equipment, materials, fuels, lubricants and solvents along with all maintenance and re-fueling activities for all machinery and equipment shall be no less than fifty (50) feet away from any watercourse (drainage, ditch, creek, stream, or river). 7. Any equipment or vehicles driven and/or operated within or adjacent to a watercourse shall be checked and maintained daily to prevent leaks or materials that could be deleterious to aquatic and terrestrial life or riparian habitat. 8. Stationary equipment such as motors, pumps, generators, and welders, located within or adjacent to a watercourse shall be positioned over drip pans. 9. All activities performed in or near a watercourse shall have absorbent materials designated for spill containment and clean-up activities on-site for use in an accidental spill. The Contractor shall immediately notify the Engineer and the California Emergency Management Agency at 1-800-852-7550 and immediately initiate the clean-up activities. CDFW shall be notified by the Contractor and consulted regarding clean-up procedures. 10. The Contractor shall prevent the discharge of sediment, and/or muddy, turbid, or silt-laden waters, resulting from the project, into any watercourse.Where necessary to prevent such discharge, the Contractor shall properly install and maintain sediment barriers (including but not limited to filter fabric fencing, fiber mats, rice straw or fiber waffles or rolls) capable of preventing downstream sedimentation/turbidity. Said devices shall be cleaned of all trapped sediment as necessary to maintain proper function. Recovered sediment shall be disposed of where it shall not return to the watercourse. Said devices shall be completely removed from the channel, along with all temporary fills, upon completion of operations. 11. Best management practices (BMPs) for erosion, sediment, turbidity and pollutant control shall be implemented and in place at commencement of, during, and after any ground clearing activities, construction activities, or any other project activities that could result in erosion, sediment, or other pollutant discharges to waters. An effective combination of erosion and sediment control BMPs shall be implemented year round, regardless of season or time of year. 12. Groundwater and subsurface flow encountered during excavation shall be pumped to a natural or excavated settling basin on stable soil. The settling basin shall not be allowed to drain to or be pumped to any watercourse until the stored water is less turbid than the stream flow into which it is released. 13. Exposed soils and materials stockpiles that are exposed by project operations shall be adequately stabilized when there is a 50 percent chance of rainfall forecast by the National Weather Service during construction, and immediately upon completion of construction, to prevent the mobilization of pollutants and sediment off-site. National Weather Service forecasts for the City of Redding shall be monitored by the Contractor to determine the chance of precipitation. 14. Water discharged as a result of pipeline pressure testing, dewatering, or other means shall be free of all contaminants, pollutants, and chemicals. In no case shall such water be discharged to streams, ditches, storm drains, or other waterways or areas whereby the 52 water eventually discharges over the surface of the ground to such areas without the prior written consent of the Engineer. 15. All open trenches shall be covered with steel plates or restored to original surface conditions at the end of each day. 16. Excavated trench materials shall not be placed or stored on any paved streets, gutters, or sidewalks. Definitions Cementitious Materials: Any substance containing concrete, cement, grout, or related materials, in either it's cured, wet, or dry form, including discharge water when its pH has been altered due to contact with such substances. Contractor Environmental Manager (CEM): The Contractor's designated representative that shall coordinate, manage, and ensure implementation of all environmental related measures as required by the Permits and these Specifications. Environmental Sensitive Area (ESA): That area delineated by the plans, specifications, Permits, or on the project site, that must be protected and avoided during construction, including protection from pollutant laden construction-or storm-water run-off. No access shall be allowed unless approved by the Engineer. Riparian Vegetation: That specific vegetation community growing along and within the corridors of creeks, streams, rivers, lakes, and other aquatic habitats, including their floodplain, which is typically affected by the hydrology and wet soil conditions. Stormwater Pollution Prevention Plan (SWPPP): The stormwater pollution prevention plan is a contractor prepared document required by the State Water Resources Control Board, Statewide National Pollutant Discharge Elimination System (NPDES) Construction General Permit, Water Quality Order 2009-0009-DWQ for storm water and non-storm water discharges associated with construction activities. The SWPPP shall be prepared pursuant to these specifications. Watercourse: Drainage Channel, Creek, Stream Channel, Stream Banks, Banks, Stream, Stream Course, Streambed, Creek, Creek Bed, Bed and Bank, Ordinary High Water Mark, High Water Mark, Active Stream Channel. Water Pollution Control Plan (WPCP): The water pollution control plan is a contractor prepared document required by the City of Redding pursuant to the State Water Resources Control Board, Statewide National Pollutant Discharge Elimination System (NPDES) MS4 General Permit, No. CAS000004 for storm water and non-storm water discharges associated with construction activities. The WPCP shall be prepared pursuant to these specifications. Waters of the State, Waters of the U.S.: Any surface water or groundwater, or areas that hold such waters, including saline waters, within the boundaries of the state. Work Boundary: Environmental Study Limits, Construction Limits, Project Work Limits: That area delineated by the plans, specifications, approvals, or on the project site, in which all work must be completed. No work is allowed outside of this limit without the written approval of the Engineer. 53 2-10 DISPUTED WORK Delete the first paragraph in its entirety and replace with the following: "In accordance with Public Contract Code Section 9204 the following shall appiy to any claim by Contractor: "Claim" means a separate demand by a contractor, which inciudes any of the following. (1) a time extension, including, without limitation, for relief from damages or penalties for delay assessed by the City, (2) payment by the City of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, (3) payment of the amount that is disputed by the City. Upon receipt of a claim sent by registered mail or certified mail with return receipt requested, the City will conduct a review of the claim and, within a period not to exceed 45 days, will provide a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, the City and Contractor may, by mutual agreement, extend the time period provided in this subdivision. The Contractor shall furnish reasonable documentation to support the claim. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement. If the Contractor disputes the City's written response, or if the City fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement. Any disputed portion of the claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the claimant sharing the associated costs equally. The City and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If inediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the time frames in this section. 54 Unless otherwise agreed to by the City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contractor Code Section 20104.4 to mediate after litigation has been commenced. This section does not preclude the City from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if inediation under this section does not resolve the parties' dispute. Failure by the City to respond to a claim from a Contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the City's failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against the City because privity of contract does not exist, the Contractor may present to the City a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the Contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the City shall furnish reasonable documentation to support the clam. Within 45 days of receipt of this written request, the Contractor shall notify the subcontractor in writing as to whether the Contractor presented the claim to the City and, if the original Contractor did not present the claim, provided the subcontractor with a statement of the reasons for not having done so. A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2)the City may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the time frames and procedures set forth in this section." The second paragraph of Section 2-10 is amended to read: "Although not to be construed as proceeding under extra work provisions, the Contractor shall keep records of Disputed Work in accordance with Section 7-4, and shall furnish the records to the Agency by the close of the next working day following each date that the Disputed Work is performed. Failure to create and maintain the required records will operate as a waiver of the Disputed Work claim. Failure to present the records to the Agency in the time required herein shall operate as a waiver of the Disputed Work claim for each date that the records are not timely presented." 55 SECTION 3 CONTRO� OF THE WORK 3-3 SUBCONTRACTORS The second paragraph is amended to read: "...before work starts, the Contractor shall submit to the Engineer for approval a Subcontracting Request form listing the name, business address, contractor license number, Department of Industrial Relations Public Works Contractor Registration Number, and a description and value of each portion of Work..." 3-5 INSPECTION Add the following paragraph: "The City will not make inspections on weekends, holidays, or outside the normal work hours of 7 a.m. to 5 p.m. except when agreed to by the Engineer. At the Engineer's direction compensation may be demanded of the Contractor if overtime inspections are required (withheld from monies due the Contractor)." Attention is directed to Caltrans Encroachment Permit No. 0223-NSN-0345 "Signal, Lighting, and Electrical Systems." 3-8 SUBMITTALS 3-8.4 Supporting Information Delete Item M and add the following: m) Data, including, but not limited to, make model, serial number, manufacturer, catalog sheets, manufacturer's brochures, technical bulletins, and other information necessary to describe a system, product or item. The City will furnish the Contractor with electronic spreadsheet forms (Microsoft Excel)to be completed and submitted to the Engineer. This information is required for motors, instruments, electrical equipment and panels, valves, and pumps as specified in the technical specifications, shown on the plans, directed by the Engineer or these Special Provisions. n) Operations and Maintenance (O&M) manuals shall be furnished as specified in the technical specifications and these Special Provisions. The Contractor shall furnish an electronic Adobe Acrobat (pdf) copy of the O&M manual. o) Training shall be provided as specified in the technical specifications and these special provisions. Where applicable the Contractor shall provide video training electronically. 3-10 SURVEY 3-10.1 General Add the following: "The Contractor's attention is directed to Section 400-2, Permanent Survey Markers." 56 3-12 WORK SITE MAINTENANCE 3-12.6 Water Pollution Control Delete sections 3-12.6.1 through 3-12.6.3 in their entirety and replace with following: Prior to any construction activity, the Contractor shall prepare, submit, and obtain approval of a Water Pollution Control Plan (WPCP)that addresses both temporary and permanent erosion control Best Management Practices (BMPs) for stormwater and non-stormwater discharges associated with construction activities. Approval of the WPCP shall not relieve the Contractor of any liability for violations of State or Federal law relating to water pollution. The Contractor shall maintain copies of the WPCP at the project site and it shall be available during construction. The Contractor shall know and fully comply with applicable provisions of all Federal, State, and local regulations and requirements that govern the Contractor's operations and stormwater and non-stormwater discharges from both the project site and areas of disturbance outside the project limits during construction. The WPCP shall address stormwater and non-stormwater discharges from areas immediately outside the project site which are directly related to construction activities for this contract including, but not limited to, asphalt batch plants, material borrow areas, concrete plants, staging areas, storage yards, and access roads. The Contractor shall implement, inspect, and maintain the required water pollution control practices. Installing, inspecting, and maintaining water pollution control practices in areas outside the right-of-way not specifically arranged and provided for by the City of Redding for the execution of this contract, will not be paid for. The Contractor shall be responsible for penalties assessed or levied on the Contractor or the City of Redding as a result of the Contractor's failure to comply with the provisions in this section "Water Pollution Control" including, but not limited to, compliance with the applicable provisions of Federal, State, and local regulations and requirements as set forth therein. Penalties as used in this section, "Water Pollution Control," shall include fines, penalties, and damages, whether proposed, assessed, or levied against the City of Redding or the Contractor, including those levied under the Federal Clean Water Act, State Fish & Game Code, and the State Porter-Cologne Water Quality Control Act, by governmental agencies or as a result of citizen suits. Penalties shall also include payments made or costs incurred due to stop work orders, work suspension, scheduled days, and/or Contractor delays or in settlement for alleged violations of applicable laws, regulations, or requirements. Costs incurred could include sums spent instead of penalties, due to agency or City imposed mitigation or to remediate or correct violations, or damages resulting from stop work orders, work suspension, or scheduled delays. Retention of Funds Notwithstanding any other remedies authorized by law, the City of Redding may retain money due the Contractor under the contract, in an amount determined by the City of Redding, up to and including the entire amount of Penalties proposed, assessed, or levied as a result of the Contractor's violation of Federal or State law, regulations, or requirements. Funds may be retained by the City of Redding until final disposition has been made as to the Penalties. The 57 Contractor shall remain liable for the full amount of Penalties until such time as they are finally resolved with the entity seeking the Penalties. Retention of funds for failure to conform to the provisions in this section, "Water Pollution Control," shall be in addition to the other retention amounts required by the contract. The amounts retained for the Contractor's failure to conform to provisions in this section will be released for payment on the next monthly estimates for partial payment following the date when an approved WPCP has been implemented and maintained, and when water pollution has been adequately controlled, as determined by the Engineer. When the City or a regulatory agency identifies a failure to comply with Federal, State, or local requirements, the City will retain money due the Contractor, in the amount of 10 percent of the work done to date or any fine whichever is greater. This amount is in addition to the retention specified in Section 7-3.2, Partial and Final Payment, subject to the following: the City will give the Contractor written notice of the City's intent to retain funds from partial payments which may become due to the Contractor prior to recording of the Notice of Completion. During the first estimate period that the Contractor fails to conform to the provisions in this section, "Water Pollution Control," the City of Redding may retain an amount equal to 25 percent of the estimated value of the contract work performed. The Contractor shall notify the Engineer immediately upon request from the regulatory agencies to enter, inspect, sample, monitor, or otherwise access the project site or the Contractor's records pertaining to water pollution control work. The Contractor and the City of Redding shall provide copies of correspondence, notices of violation, enforcement actions, or proposed fines by regulatory agencies to the requesting regulatory agency. Water Pollution Control Plan Preparation and Approval As part of the water pollution control work, a WPCP is required for this contract. The WPCP shall conform to the provisions in this section, "Water Pollution Control." Upon the Engineer's approval of the WPCP, the WPCP shall be considered to fulfill the provisions in this section, "Prepare Water Pollution Control Plan." No work having potential to cause water pollution, shall be performed until the WPCP has been approved by the Engineer. Approval shall not constitute a finding that the WPCP complies with applicable federal, state, and local laws, regulations, permits, and requirements, nor does approval supersede the requirements and provisions of these special provisions or any other federal, state, or local regulations or permit in the event of a conflict. The WPCP shall be prepared by a Qualified Stormwater Pollution Prevention Plan (SWPPP) Developer (QSD), a registered Civil Engineer experienced in erosion control, or a certified professional Erosion and Sediment Control Specialist. Implementation, monitoring, and maintenance of BMPs shall be by or under the supervision of same. The WPCP should be commensurate with the size, timing, duration, location, and scope of the project. It shall address stormwater run-off and run-on for all disturbed and affected areas of construction, including temporary and permanent measures. The WPCP shall be submitted to the Engineer for review and approval within 7 calendar days of the Notice to Proceed date. The Contractor shall submit three (3)copies of the draft WPCP to the Engineer. The Engineer will have 5 working days to review the WPCP. If revisions are 58 required, as determined by the Engineer, the Contractor shall revise and resubmit the WPCP within 5 working days of receipt of the Engineer's comments. The Engineer will have 5 working days to review the revisions. Upon the Engineer's approval of the WPCP four approved hard copies and one electronic copy of the WPCP shall be submitted to the Engineer. No ground disturbing work shall occur until the WPCP has been approved by the Engineer. The WPCP shall apply to the areas within and outside of the right-of-way directly related to all construction activities including, but not limited to, material borrow or disposal areas, staging areas, storage yards, and access roads, including those on-site areas developed by the Contractor with third parties for use during the project. The requirements described herein are considered minimum requirements to satisfy the City of Redding erosion control standards. All BMPs shall be designed, installed, maintained, and otherwise managed pursuant to the provisions set forth in the most recent revision of the California Department of Transportation (Caltrans) Stormwater Quality Handbook, Construction Site BMP Manual, or the most recent revision of the California Stormwater Quality Association (CASQA), California Stormwater PMP Handbook for Construction. The Contractor may recommend equivalent erosion control applications that provide equal or better perFormance for consideration and approval by the Engineer. Approval of the WPCP by the City shall not relieve the Contractor of any liability for violations of state or federal water pollution control laws, Clean Water Act, Porter-Cologne Water Quality Control Act, Federal Endangered Species Act, State Fish and Wildlife Code, and other applicable laws and regulations. Attention is directed to Sections 5-1, �aws and Regulations, and 5-4, Insurance of the Standard Specifications and these special provisions. The WPCP shall incorporate water pollution control practices in the following categories: A. Soil stabilization. B. Sediment control. C. Wind erosion control. D. Tracking control. E. Non-stormwater management. F. Waste management and materials pollution control. The Contractor shall develop a Water Pollution Control Schedule that describes the timing of grading or other work activities that could affect water pollution. The Water Pollution Control Schedule shall be updated by the Contractor to reflect changes in the Contractor's operations that would affect the necessary implementation of water pollution control practices. Water pollution control practices shall include both Contractor-selected water pollution control practices from the WPCP and the "Project-Specific Minimum Requirements" identified in the Water Pollution Control Cost Break-Down of this section. The Contractor shall incorporate water pollution control practices into the WPCP as defined in the CASQA or Caltrans handbooks. Water pollution control practices shall include Contractor- selected water pollution control practices and "Project-Specific Minimum Requirements" identified in the Water Pollution Control Cost Break-Down of this section. The Contractor shall prepare an amendment to the WPCP such as when there is a change in construction activities or operations which may affect the discharge of pollutants to surface waters, ground waters, or storm drain systems; when the Contractor's activities or operations 59 violate a condition of these Specifications; when there is a change in the schedule that affects the discharge of pollutants; or when directed by the Engineer. Amendments shall identify additional water pollution controi practices or revised operations, including those areas or operations not identified in the initially approved WPCP. Amendments to the WPCP shall be prepared and submitted for review and approval within the time approved by the Engineer. The Contractor shall keep one copy of the approved WPCP and approved amendments at the project site. The WPCP shall be made available upon request by regulatory resource agency personnel. Requests by the public shall be directed by the Engineer. Cost Break-down The Contractor shall include a Water Pollution Control Cost Break-Down in the WPCP which itemizes the contract lump sum price for water pollution control work. The Contractor shall use the Water Pollution Control Cost Break-Down provided in this section as the basis for the cost break-down submitted with the WPCP. The Contractor shall use the Water Pollution Control Cost Break-Down to identify items, quantities and non-adjustable values for water pollution control work, excluding water pollution control practices for which there are separate bid items. The Contractor shall be responsible for the accuracy of the quantities and non- adjustable values used in the cost break-down submitted with the WPCP. Payment for the item of "Prepare Water Pollution Control Plan" will not be made until the Water Pollution Control Cost Break-Down is approved by the Engineer. Line items indicated in the Water Pollution Control Cost Break-Down with a specified Estimated Quantity shall be considered "Project-Specific Minimum Requirements." The Contractor shall incorporate Project-Specific Minimum Requirements with the Contractor- designated quantities and values into the Water Pollution Control Cost Break-Down submitted with the WPCP. Line items with estimated quantities can be increased, if desired, by the Contractor. In the Water Pollution Control Cost Break-Down submitted with the WPCP, the Contractor shall list only those water pollution control practices selected for the project, including quantities and non-adjustable values required to complete the work for those items. The sum of the amounts for the items of work listed in the Water Pollution Control Cost Break- Down shall be equal to the contract lump sum price bid for "Water Pollution Control." Water pollution control practices listed as separate bid items shall not be included in the contract lump sum amount. Overhead and profit shall be included in the individual items listed in the cost break-down. WATER POLLUTION CONTROL COST BREAK-DOWN Contract No. Item Description Unit Estimated Value Amount Quantit Erosion Control (Temporary) Acre Erosion Control (Permanent) Acre Straw Mulch Acre Compost Blanket SQYD 60 WATER POLLUTION CONTROL COST BREAK-DOWN Contract No. Item Description Unit Estimated Value Amount Quantit Geotextiles, Plastic Covers & Erosion SQYD Control Blankets/Mats Wood Mulching SQYD Earth Dikes/Drainage Swales & Lined LF Ditches Outlet Protection/Velocity Dissipation EA Devices Slope Drains EA Silt Fence �F Desilting Basin EA Sediment Trap EA Gravel Check Dam Ton Fiber Rolls LF Compost Sock (8") LF Compost Sock (12") LF Gravel Bag Berm LF Street Sweeping and Vacuuming LS Sandbag Barrier �F Straw Bale Barrier �F Storm Drain Inlet Protection EA Wind Erosion Control �S Stabilized Construction Entrance/Exit EA Stabilized Construction Roadway EA Entrance/Outlet Tire Wash EA Water Conservation Practices LS Dewatering Operations EA Paving and Grinding Operations LS Temporary Stream Crossing EA Clear Water Diversion EA 61 WATER POLLUTION CONTROL COST BREAK-DOWN Contract No. Item Description Unit Estimated Value Amount Quantit Illicit Connection/Illegal Discharge �S Detection and Re ortin Potable Water/Irrigation �S Vehicle and Equipment Cleaning �S Vehicle and Equipment Fueling �S Vehicle and Equipment Maintenance �S Material Delivery and Storage �S Material Use LS Stockpile Management LS Spill Prevention and Control LS Solid Waste Management LS Hazardous Waste Management LS Contaminated Soil Management LS Concrete Waste Management �S Sanitary/Septic Waste Management �S Liquid Waste Management �S Total No adjustment in compensation will be made to the contract lump sum price paid for "Water Pollution Control"due to differences between the quantities shown in the approved cost break- down and the quantities required to complete the work as shown on the approved WPCP. No adjustment in compensation will be made for ordered changes to correct WPCP work resulting from the Contractor's own operations or from the Contractor's negligence. The approved cost break-down will be used to determine partial payments during the progress of the work and as the basis for calculating the adjustment in compensation for the item of "Water Pollution" Control due to increases or decreases of quantities ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved cost break- down item, the adjustment in compensation will be determined in the same manner specified for increases and decreases in the quantity of a contract item of work in conformance with the provisions of Section 2, "Scope of Work,"of the Standard Specifications. If an ordered change requires a new item which is not on the approved cost break-down, the adjustment in compensation will be determined in the same manner specified for extra work in conformance with Section 7-4, "Extra Work," of the Standard Specifications. 62 WPCP Implementation If there is a discrepancy between the WPCP and these special provisions, the special provisions shall supersede. Unless otherwise specified, upon approval of the WPCP, the Contractor shall be responsible throughout the duration of the project for installing, constructing, inspecting, maintaining, replacing, removing, and disposing of temporary water pollution control practices, and installing, constructing, inspecting, maintaining, and replacing permanent water pollution control practices specified in the WPCP, including amendments. The duration of work includes that time period between initial mobilization to the site and acceptance of the work. Unless otherwise directed by the Engineer, the Contractor's responsibility for WPCP implementation shall continue throughout temporary suspensions of work. Requirements for installation, construction, inspection, maintenance, replacement, removal, and disposal of water pollution control practices shall conform to the requirements in these special provisions and to project permits. Installing, inspecting, and maintaining water-pollution control practices on areas outside the right-of-way (or designated work area) not specifically arranged and provided for by the City of Redding for the execution of this contract, will not be paid for. If the Contractor or the Engineer identifies a deficiency in the implementation of the approved WPCP or amendments, the deficiency shall be corrected immediately unless requested by the Contractor and approved by the Engineer in writing, but shall be corrected prior to the onset of precipitation. If the Contractor fails to correct the identified deficiency by the date agreed or prior to the onset of precipitation, the project shall be in nonconformance with this section, "Water Pollution Control." If the Contractor fails to conform to the provisions of this section, the Engineer may order the suspension of construction operations and/or may hire a third party to correct the deficiency. All costs associated with such work will be deducted from the Contractor's retention. Year-Round Implementation Requirements Implementation of water pollution control practices may vary by season. The Contractor shall have a year-round program for implementing, inspecting, and maintaining water pollution control practices for wind erosion control, tracking control, non-stormwater management, and waste management and materials pollution control. The National Weather Service weather forecast shall be monitored and used by the Contractor on a daily basis. If 50 percent or greater precipitation is predicted, the necessary water pollution control practices shall be deployed prior to the onset of the precipitation. If there is less than a 50 percent chance of precipitation, the Contractor shall still be responsible for ensuring the project site does not result in a discharge of pollutants off-site. Regardless of the chances of precipitation, the Contractor shall allow adequate time to properly install all required BMPs prior to precipitation. Disturbed soil areas shall be considered active whenever the soil disturbing activities have occurred, continue to occur, or will occur during the ensuing 14 days. Non-active areas shall be stabilized with water pollution control practices within 14 days of cessation of soil disturbing activities or prior to the onset of precipitation, whichever occurs first. 63 Maintenance To ensure the proper implementation and functioning of water pollution control practices, the Contractor shall regularly inspect and maintain all water pollution control practices identified in the WPCP. The construction site shall be inspected by the Contractor as follows: A. Prior to a forecast storm. B. After a precipitation event which causes site runoff. C. At 24-hour intervals during extended precipitation events. D. Routinely, a minimum of once every two weeks. The Contractor shall use a Stormwater Quality Construction Site Inspection Checklist approved by the Engineer. One copy of each site inspection record shall be submitted to the Engineer within 24 hours of completing the inspection. Report of Discharges, Notices, or Orders If the Contractor identifies discharges from the project site, regardless of source, in a manner causing, or potentially causing, a condition of pollution in surface waters, or drainage systems, the Contractor shall immediately inform the Engineer. In addition, the Contractor shall submit a written Notice of Discharger report to the Engineer within 24 hours of the discharge event. The report shall include the following information: A. The date, time, location, nature of the operation, and type of discharge, including the cause or nature of the notice or order. B. The water pollution control practices deployed before the discharge event. C. The date of deployment and type of water pollution control practices deployed after the discharge event, including additional measures installed or planned to remediate and clean-up the discharge, and/or reduce or prevent reoccurrence. D. An implementation and maintenance schedule for affected water pollution control practices. Report of First-Time Non-Stormwater Discharge The Contractor shall notify the Engineer at least 3 days in advance of first-time non- stormwater discharge events. The Contractor shall notify the Engineer of the operations causing non-stormwater discharges and shall obtain field approval for first-time non- stormwater discharges. Non-stormwater discharges shall be monitored at first-time occurrences and routinely thereafter. If the Contractor receives a written Notice, Order, or other non-compliance action letter from a regulatory agency as a result of stormwater or other discharges from the project site, the Contractor shall immediately notify the Engineer. The Contractor shall be solely responsible for responding to and complying with the Notice, Order, or action letter, unless otherwise directed by the Engineer. Unless otherwise directed in this Section, the Contractor shall submit for approval, all inspection reports, monitoring reports, action plans, notices, amendments, and other documentation required in these special provisions, to the Engineer within 3 days of their completion. If the documents are not complete and sufficient, the Engineer will return them to the Contractor for resubmittal. The Contractor shall be responsible for submitting complete, 64 accurate, and detailed reporting documents sufficient to satisfy all conditions of these special provisions and any pertinent regulatory agency requirements. Payment The contract lump sum price paid for"Prepare Water Pollution Control Plan" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in developing, preparing, obtaining approval of, revising, and amending the WPCP, and as directed by the Engineer. No additional payment will be made to correct deficiencies in the approved WPCP or Amendments. Payments for"Prepare Water Pollution Control Plan" will be made as follows: A. After the WPCP has been approved by the Engineer, 75 percent of the contract item price for "Prepare Water Pollution Control Plan" or $5,000 whichever is less will be included in the monthly progress payment. B. The payment for the balance of the contract item price for "Prepare Water Pollution Control Plan" will be made with the final progress payment. The contract lump sum price paid for"Water Pollution Control" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in water pollution control, complete in place, including implementing the WPCP, installing, constructing, maintaining, removing, and disposing of water pollution control practices, reporting, non-stormwater management, and waste management and materials for water pollution control practices as provided for in the approved WPCP, including amendments, except those for which there is a contract item of work as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. No additional payment will be made for Water Pollution Control Practices necessary to correct deficiencies in the approved WPCP or Amendments. Water pollution control practices for which there is a contract item of work, will be measured and paid for as that contract item of work. Payments for"Water Pollution Control" will be made as follows: A. Monthly progress payments for "Water Pollution Control" will be paid in accordance with Section 7-2, Lump Sum Work, or at the Engineer's discretion will be based on the monthly project completion percentage. B. The proposed final estimate payment will include the final balance of payment for this item of work. 65 3-12.6.4 Dewatering Add the following after the second paragraph: Temporary Wastewater/Discharge In the event that the Contractor proposes to discharge any groundwater, runoff, or other project required dewatering to the City's wastewater collection system, the Contractor will be required to submit a Temporary Wastewater Discharge Application. The Contractor shall submit the application to the City Industrial Waste Division a minimum of two weeks prior to any temporary discharge into the City sanitary sewer system. The Contractor may be responsible for water sampling prior to discharge if the City determines contamination may exist. At no time shall the Contractor discharge any groundwater, run-off, potable water, or other non-storm water into the storm drain system, creeks, streams, ditches, or other conveyances whereby the water could enter such areas without obtaining written approval from the Regional Water Quality Control Board and the Engineer. Existing discharge permits obtained by the City of Redding for Water Utility operations shall not be used for this purpose. The cost for the Temporary Wastewater Discharge Application is as follows: $500 Filing Fee $8.81/1,000 gallons (Prices valid through 12/31/2023) Volume Cost Full compensation for temporary wastewater discharge shall be considered as included in the prices paid for the various contract items of work involving temporary wastewater discharge and no separate payment will be made therefor. 3-13 COMPLETION, ACCEPTANCE, AND WARRANTY 3-13.3 Warranty Delete the fourth paragraph and add the following: "The Contractor shall repair or replace to the satisfaction of the Engineer any or all such work that may prove defective in workmanship or materials within that period, ordinary wear and tear and unusual abuse or neglect excepted, together with any other work which may be damaged or displaced in so doing. In the event of failure to comply with the above mentioned conditions within a reasonable time after being so notified in writing, the Engineer is authorized to have the defects repaired and made good at the expense of the Contractor who will pay the costs and charges therefore immediately upon demand. The signing of the agreement by the Contractor shall constitute execution of the above guaranties. A contract maintenance bond shall remain in full effect during the guaranty period and will not be released until the expiration of such period. Said bond shall be in an amount equal to 50 percent of the final contract price. The Maintenance Bond shall be submitted on the form contained in these specifications or on the form which conforms to it prior to release of final payment (less retention)for the work." 66 SECTION 4 CONTRO� OF MATERIALS 4-1 GENERA� Add the following sentence to the first paragraph: "If required by the Engineer, the Contractor shall furnish duplicate invoices to the Engineer on all material furnished to the job." Add the following paragraph: "If the Contractor does not remove such condemned work and materials within a reasonable time, fixed by written notice, the City may remove them and may store the material at the expense of the Contractor. If the Contractor does not pay for the expense of the removal within 10 days written notice, the City may sell such material at auction or at private sale, and may account for the net proceeds thereof, after deducting all the costs and expenses that should have been borne by the Contractor." 4-1.2 Protection Add the following after the first sentence of the first paragraph: "Unless otherwise specifically stated in the special provisions, any existing equipment or material either to be salvaged or reused in the work shall be restored and protected by the Contractor and shall remain the property of the Agency. Equipment shall be removed with care to prevent unnecessary damage." SECTION 5 LEGAL RELATIONS & RESPONSIBILITIES 5-1 LAWS AND REGULATIONS Add the following after the first paragraphs: "Contractor shall post job site notices as prescribed by regulation." Title VI Assurances During the performance of this Agreement, the Contractor, will ensure that no person is excluded from participating in, denied the benefits of, or otherwise subjected to discrimination under any of its projects, activities, or services and business opportunities on the basis of race, color, national origin, age, sex, or disability as afforded by Title VI of the Civil Rights Act of 1964 and related statutes, as amended. All persons, regardless of their citizenship status, are covered under this regulation. Equal Employment Opportunity Clause During the performance of this contract, the Contractor agrees as follows: 1. The Contractor will not discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, medical disability, medical condition, genetic information, 67 marital status, sex, gender, gender identity, gender expression, age, or sexual orientation of such persons. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, domestic partners, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous spaces, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause. 2. The Contractor will, in all solicitations or advertisement solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, domestic partners, or national origin. 3. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Contractor will comply with all provisions of Executive Order NO. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of �abor. 5. The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part, and the Contractor may be declared ineligible for further City contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order No. 11246 September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 7. The Contractor will include the portion of the sentence immediately preceding paragraph (1)and the provisions of paragraphs(1)through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of �abor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the 68 administering agency, the Contractor may request the City to enter into such litigation to protect the interests of the City." 5-3 �ABOR 5-3.2 Prevailing Wage Add the following paragraphs: "All contractors and subcontractors shall furnish electronic certified payroll records directly to the Labor Commissioner (aka Division of Labor Standards Enforcement). The Contractor and its agents shall comply with Sections 1771, 1774-1776, 1777.5, 1813, and 1815 of the �abor Code. Attention is directed to Section 1735 of the Labor Code, which reads as follows: A contractor shall not discriminate in the employment of persons upon public works on any basis listed in subdivision (a) of Section 12940 of the Government Code, as those bases are defined in Sections 12926 and 12926.1 of the Government Code, except as otherwise provided in Section 12940 of the Government Code. Every contractor for public works who violates this section is subject to all the penalties imposed for a violation of this chapter." 5-3.3 Payroll Records Add the following paragraph: "When submitting certified payroll, eliminate the social security number. Should the City request certified payrolls with social security numbers, hard copies shall be provided. Disclaimer: Electronic submission of information is offered for convenience of the submitting party. When submitting any information electronically, the submitting party agrees and accepts full responsibility for such submission(s), including, but not limited to, any subsequent disclosure by the City, intentional, or otherwise. The City accepts no responsibility or liability for any information submitted electronically." 5-3.5 Apprentices Add the following after the first paragraph: "The provisions in Section 1777.5 and Section 1777.6 of the California Labor Code concerning the employment of apprentices shall be complied with by the Contractor or any subcontractor under him. The responsibility for compliance with this section for all apprenticeship occupations shall rest solely with the prime Contractor. Compliance with California Labor Code Section 1777.5 requires all public works contractors and subcontractors to: 69 Submit contract award information to the applicable joint apprenticeship committee which shall include an estimate of journeyman hours to be performed under the contract, the number of apprentices to be employed, and the approximate dates the apprentices will be employed. Employ apprentices on the public work in a ratio to journeymen of no less than one hour of apprentices work for every five hours of labor performed by a journeyman. Pay the apprentice rate on public works projects only to those apprentices who are registered, as defined in Labor Code Section 3077. Contribute to the training fund in the amount indicated in the PWR publication for journeymen and apprentices. Contractors who choose not to contribute to the local training trust fund must make their contributions to the California Apprenticeship Council, P. O. Box 420604. Information relative to apprenticeship standards, wages schedules, and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from Sacramento of Division of Apprenticeship Standards, Telephone (916) 263-2877." 5-4 INSURANCE Delete Sections 5-4.1 through 5-4.4 in its entirety and replace with following: "Liability Insurance and Auto Insurance The Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the perFormance of the work hereunder by the Contractor, its agents, representatives, employees or subcontractors. The Contractor shall furnish the Agency a policy or certificate evidencing liability insurance with original endorsements effecting coverage required by this subsection. The endorsements are to be signed by a person authorized by the insurer to bind coverage on its behalf. All endorsements are to be received and approved by the Agency before work commences. Notwithstanding any inconsistent statement in the policy or any subsequent endorsement attached thereto, the Agency shall be the insured or named as an additional insured covering the work, whether liability is attributable to the Contractor or the Agency. Except as provided for in Subsection 6-5, the Agency, its officers, officials, employees, and agents are to be covered as insured for general liability and automobile liability, and contractor's pollution insurance as respects: liability arising out of activities perFormed by or on behalf of the Contractor; with limits of liability indicated below and including coverage no less than the following: 70 1 Premises and operations. 2 Products and completed operations. Completed Operations �iability shall be kept in force for one year after the date of final acceptance by the City. 3 Contractual liability insuring the obligations assumed by the Contractor in this contract. 4 Broad form property damage (including completed operations). 5 Fire legal liability, Explosion, Collapse and Underground Nazards. 6 Personal Injury Liability. 7 Independent Contractors. 8 Contractor's Pollution Insurance. The coverage shall provide the following minimum scope and limits: 1. Insurance Services Office Commercial General �iability coverage (occurrence form CG 001) in the amount of$1,000,000 per occurrence for bodily injury, personal injury, and property damage. 2. Insurance Services Office Automobile Liability Code 1 (any auto) (form CA 0001, Ed 1/87), in the amount of$1,000,000 per accident for bodily injury and property damage. 3. Course of Construction Insurance providing coverage for all "risks" of loss in the amount of the completed project value. 4. Contractor Pollution Liability, in the amount of$1,000,000, to include but not limited to coverage for bodily injury, property damage and cleanup arising from pollution conditions created by the Contractor or encountered during work at job site. Coverage must apply to cleanup, damage or injury that occurs on, or that originates from, the site. Insurance is to be placed with insurers with current A.M. Best's rating of not less than A-: VII. Any deductibles or self-insured retentions must be declared to and approved by the Agency. At the option of the Agency, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the Agency, its officers, officials, employees, and agents; or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. All liability policies shall bear an endorsement or shall have attached a rider whereby it is provided that: 1. The Agency, its officers, officials, employees and agents are added as additional insureds. 71 2. For any claims related to this project; the Contractor's insurance coverage shall be primary insurance as respects the Agency, its officers, officials, employees, and agents shall be excess of the Contractor's insurance and shall not contribute with it. 3. Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to the Agency, its officers, officials, employees, or agents. 4. The Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 5. In the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail return receipt requested, giving a sufficient time before the date thereof to comply with any applicable law or statue but in no event less than 30 days before expiration or cancelation is effective. Course of construction policies shall bear an endorsement or shall have attached a rider whereby it is provided that: 1. The Agency shall be named loss payee. 2. The insurer shall waive all rights of subrogation against the Agency. The Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsement of each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein. Workers' Compensation Insurance Said certification is included in the contract by reference and signature and return of the contract shall constitute signing and filing of said certificate. The Contractor shall also comply with Section 3800 of the �abor Code by securing, paying for and maintaining in full force and effect for the duration of the contract Workers' Compensation Insurance, with limits as required by the Labor Code of the State of California and Employee's Liability with limits of $1,000,000 per accident. The Workers' Compensation insurance must be accompanied by a Waiver of Subrogation endorsement. The Contractor shall furnish a Certificate of Insurance to the Engineer before execution of the Contract. The agency, its officers, officials, employees, and agents,will not be responsible for any claims in law or equity occasioned by failure to the Contractor to comply with this paragraph. All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or cancellation is effective. No separate payment will be made for insurance. Payment shall be considered as included in the contract price. 72 5-4.5 Contractor's PerFormance To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold harmless the City and its officials, employees, agents, representatives and volunteers from and against any and all losses, claims, demands, damages, costs, expenses, attorney's fees, or liability of every nature arising out of or in any way connected with the performance or attempted perfiormance of the provisions of this Contract, caused in whole or in part by any negligent or willful act or omission of the Contractor, regardless of whether caused in part by a party indemnified hereunder. Nothing contained in the foregoing indemnity provisions shall be construed to require the Contractor to indemnify the indemnified party in contravention of Section 2782 of the Civil Code for the active or sole negligence or willful misconduct of that indemnified party. To the fullest extent permitted by law, the Contractor's duty to defend shall extend, without limitation, to any suit or action founded upon any losses, claims, demands, damages, costs, expenses, attorney's fees, or liability of every nature arising out of or in any way connected with the performance or attempted performance of the provisions hereof, or in any way arising out of or connected with this Contract. The defense and indemnity obligations expressly extend to and include any and all claims, demands, damages, costs, expenses, liability occasioned as a result of the violation by the Contractor, the Contractor's agents, employees, or independent contractors, subcontractors, or suppliers of any provisions of federal, state or local law, including applicable administrative regulations. The defense and indemnity obligations also expressly extend to and include any claims, demands, damages, costs, expenses, or liability occasioned by injury to or death of any person, or any property damage to property owned by any person while on or about the site or as a result of the Work, whether such persons are on or about the site by right or not, whenever the Work is alleged to have been a contributing cause in any degree whatsoever. In claims against any person or entity herein indemnified that are made by an employee of the Contractor or an employee of any of the Contractor's agents, independent contractors, subcontractors or suppliers, a person indirectly employed by the Contractor or by any of the Contractor's agents, independent contractors, subcontractors or suppliers, or anyone for whose acts the Contractor or any of the Contractor's agents, independent contractors, subcontractors, or suppliers may be liable, the defense and/or independent contractors, subcontractors, or suppliers under workers' compensation acts, disability acts, or other employee benefit acts. The defense and indemnification obligations herein shall not be limited by any assertion or finding that the person or entity indemnified is liable by reason of non-delegable duty. The defense and indemnities set forth herein shall not be limited by the insurance requirements set forth in the Contract. The defense and indemnification requirements herein set forth shall extend to claims occurring after this Contract is terminated as well as while it is in force. Indemnification of Adjacent Property Owners In the event the Contractor enters any agreement with the owners of any adjacent property to enter upon or adjacent to such property for the purpose of performing this Contract,the Contractor shall fully indemnify, defend and save harmless such person, firm, or corporation, state or other 73 governmental agency which owns or has any interest in the adjacent property. The form and content of the indemnification agreement shall be approved by the Agency prior to commencement of any work on or about such property. The Contractor also shall indemnify the Agency, its officers, officials, employees, agents, representatives, and volunteers a provided in the Contract. These provisions shall be in addition to any other requirements of the owners of adjacent property." 5-7 SAFETY 5-7.1 Work Site Safety 5-7.1.1 General Add the following: "Accidents The Contractor shall provide at the site, such equipment and medical facilities as are necessary to supply first aid service to anyone who may be injured in connection with the work. The Contractor must promptly report in writing to the Engineer all incidents whatsoever arising out of, or in connection with, the performance of the work whether on, or adjacent to the site, which caused death, personal injury, or property damages, giving full details and statements of witnesses. In addition, if death or serious injuries or serious damages are caused, the incident shall be reported promptly by telephone or messenger to both the Engineer and owner, if other than Agency. If any claim is made by anyone against the Contractor or any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim." Attention is directed to Caltrans Encroachment Permit No. 0223-NSN-0345 "Public Safety Control." 5-7.4 Hazardous Substances Add the following paragraphs: "When applicable, the Contractor shall file with the Redding Fire Department and the Shasta County Department of Public Health, hazardous materials release response plans and inventories (business plans) and Shasta County Department of Public Health fees for the prevention and mitigation of hazardous material releases in accordance with Chapter 6.95 of the California Health and Safety Code. Contractors, including subcontractors, shall not perform work on or around City of Redding Asbestos Cement Pipe (ACP) infrastructure unless the Contractor has had and can provide appropriate documentation of approved ACP initial and refresher training in compliance of all federal, State and local laws, regulations and standards. 74 Training Requirements No employee or contractor is permitted to handle or work on or around ACP without completing an approved training course on ACP." SECTION 6 PROSECUTION AND PROGRESS 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK 6-1.1 Construction Schedule Add the following after the first paragraph: "A weekly construction schedule shall be furnished in writing, if required by the Engineer, one working day prior to the first working day of the week to which the schedule is pertinent. The weekly construction shall be in such form and in such detail as to accurately and clearly show the major type and location of the work to be performed during the work week. In addition, all requests for survey work required to be provided by the City shall be a part of this schedule." 6-2 PROSECUTION OF THE WORK Add the following paragraph: "Work Done by the Agency for the Contractor The City will not perform any work for the Contractor except in emergency situations or as otherwise agreed to by the Engineer. The City will be reimbursed for any work done for the Contractor (withheld from monies due the Contractor). This will include all costs (direct straight time or overtime wages, all overhead, administration, engineering, vehicle, and equipment costs)." 6-9 �IQUIDATED DAMAGES Delete this section in its entirety and add the following: "Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. Such damages are, and will continue to be, impracticable and extremely difficult to determine. For each consecutive calendar day in excess of the time specified, as adjusted in accordance with Subsection 6-4, for completion of the Work the Contractor shall pay to the Agency, or have withheld from monies due it, the sum of$1,000. Execution of the Contract shall constitute agreement by the Agency and Contractor that $1,000 per day is the minimum value of the costs and actual damage caused by failure of the Contractor to complete the Work within the allotted time, that such sum is liquidated damages and shall not be construed as penalty, and that such sum may be deducted from payment due the Contractor if such delay occurs." 75 SECTION 7 MEASUREMENT AND PAYMENT 7-2 LUMP SUM WORK Add the following section: "Lump Sum Cost Schedule of Values The Contractor shall furnish to the Engineer a schedule of values for each contract lump sum item of work described in this section. The Contractor shall determine the quantities required to complete the work shown on the plans. The quantities and values shall be included in the schedule submitted to the Engineer for approval. The Contractor shall be responsible for the accuracy of the quantities and values used in the schedule submitted for approval. Any quantities shown on the plans or noted in these specifications are approximate and shall be considered as informational only. No adjustment in compensation will be made in the contract lump sum prices paid for the various work items due to any differences between the quantities shown in the cost break- down furnished by the Contractor, or the planned quantities, and the quantities required to complete the work as shown on the plans and as specified in these special provisions. The sum of the amounts for the units of work listed in the cost break-down shall be equal to the contract lump sum price bid for the work. Overhead, profit, bond premium, temporary construction facilities, plant and other items shall be included in each individual unit listed in the cost break-down and shall not be listed separately. The cost break-down shall be submitted to the Engineer for approval within 15 days after the contract has been approved. The cost break-down shall be approved, in writing, by the Engineer before any partial payment for the lump sum items of work will be made. At the Engineer's discretion the approved cost break-down schedule may be used to determine partial payments during the progress of the work and as the basis of calculating the adjustment in compensation for the item or items of work due to changes ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved schedule, the adjustment in compensation may be determined at the Engineer's discretion in the same manner specified for increases and decreases in the quantity of a contract item of work in accordance with Section 2, "Scope of the Work" of the Standard specifications and elsewhere in these special provisions." 7-3 PAYMENT 7-3.1 General Add the following paragraphs: "'In accordance with Labor Code Section 3700, every contractor will be required to secure the payment of compensation to his or her employees. Attention is directed to the provisions of Sections 10262 and 10262.5 of the Public Contact Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. 76 The Contractor shall return all moneys withheld in retention for the subcontractor within 30 days after receiving payment for work satisfactorily completed, even if the other contract work is not completed and has not been accepted. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the Contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the Contractor or deficient subcontract performance or noncompliance by a subcontractor." Delete the last sentence of the eighth paragraph and substitute the following: "Prior to the expiration of 60 days from the date of completion, or as prescribed by law, the amount deducted from the final progress pay estimate and retained by the Agency will be paid to the Contractor, except 125 percent of such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the contract to be further retained. Upon settlement of all notices to stop payment, any remaining funds held by the Agency, less an amount for expenses incurred by the Agency in conjunction with the notice(s) to stop payment will be paid to the Contractor." Add the following paragraph: "Manufacturers' warranties and guarantees furnished for materials used in the work and instruction sheets and parts lists supplied with materials shall be delivered to the Engineer prior to acceptance of the project." 7-3.2 Partial and Final Payment The first paragraph shall read: "The closure date for the purpose of making monthly progress payments shall be the last Friday of the month." Delete the third paragraph and substitute the following: "From each progress payment, 5 percent will be deducted and retained by the Agency, and the remainder less the amount of all previous payments will be paid. Administrative deductions for missing documents including, but not limited to, as-builts, product warranties, operation and maintenance manuals, and bonds may be taken. Each administrative deductions withheld will be a minimum of$5,000 and a maximum of$25,000. In accordance with Labor Code Section 1771.5(b)5, the Agency shall withhold contract payments when payroll records are delinquent or inadequate. In accordance with Labor Code Section 1771.5(b)6, the Agency shall withhold contract payments equal to the amount of underpayment and applicable penalties when, after investigation, it is established that underpayment has occurred." Add the following after the last paragraph: "Final Pay Quantities When an item of work is designated as (F) or (S-F) in the Engineer's Estimate, the estimated quantity for that item of work shall be the final pay quantity, unless the dimensions of any 77 portion of that item are revised by the Engineer, or the item or any portion of the item is eliminated. If the dimensions of any portion of the item are revised, and the revisions result in an increase or decrease in the estimated quantity of that item of work, the final pay quantity for the item will be revised in the amount represented by the changes in the dimensions. If a final pay item is eliminated, the estimated quantity for the item will be eliminated. If a portion of a final pay item is eliminated,the final pay quantity will be revised in the amount represented by the eliminated portion of the item of work. The estimated quantity for each item of work designated as (F) or (S-F) in the Engineer's Estimate shall be considered as approximate only, and no guarantee is made that the quantity which can be determined by computations, based on the details and dimensions shown on the plans, will equal the estimated quantity. No allowance will be made in the event that the quantity based on computations does not equal the estimated quantity. In case of discrepancy between the quantity shown in the Engineer's Estimate for a final pay item and the quantity or summation of quantities for the same item shown on the plans, payment will be based on the quantity shown in the Engineer's Estimate." 7-3.3 Delivered Materials Add the following paragraph: When an item of work is designated as (P) the Agency will include in the progress payments 50 percent of the cost of materials delivered but not incorporated in the work when requested by the Contractor. Before these costs will be included, the Contractor must present to the Engineer, copies of his invoices. 7-4 PAYMENT FOR EXTRA WORK 7-4.2 Basis for Establishing Costs 7-4.2.1 Labor The first paragraph is amended to read: "The cost of labor shall be the actual wages paid which shall include any employer payments to or on behalf of the workers for health and welfare, pension, vacation, and apprenticeship funds. To the actual wages paid will be added a labor surcharge set forth in the Department of Transportation publication entitled Labor Surcharge and Equipment Rental Rates found at the following web site. http://www.dot,ca.qav/hq/construc/equipmnt.html The rates are in effect on the date upon which the work is accomplished. The labor surcharge shall constitute full compensation for all payments imposed by State and Federal laws including, but not limited to, workers' compensation insurance, and liability insurance." 78 7-4.2.3Tool and Equipment Rental Delete the second paragraph and add the following: "Regardless of ownership; the latest edition of the State of California Department of Transportation equipment rental rates shall be used to determine equipment rental costs." 7-4.3 Markup Delete this section in its entirety and add the following: a. Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute full payment for all overhead and profit. Overhead costs shall include, but not be limited to such items as project superintendence, project managers, field and home office expenses. 1) �abor 35% 2) Material 15% 3) Equipment Rental & Other Items 15% 4) Subcontractor Work 10% (this markup may be applied a maximum of one time to the extra work bill) b. Work by Subcontractor. When extra work is performed by a subcontractor, the following percentages shall be added to the subcontractor's costs and shall constitute full payment for all overhead and profit. Overhead costs shall include, but not be limited to such items as project superintendence, project managers, field and home office expenses. 1) Labor 35% 2) Material 15% 3) Equipment Rental & Other Items 15% 4) Second-Tier Subcontractor 10% (this markup may be applied a maximum of one time to the extra work bill) 79 PART 2 MODIFICATIONS TO CONSTRUCTION MATERIALS SECTION 200 ROCK MATERIA�S 200-2 UNTREATED BASE MATERIALS 200-2.2.2 Grading Delete this paragraph and substitute the following: "'The aggregate shall be uniformly graded and shall conform to the State of California Department of Transportation Standard Specifications Section 26 "Aggregate Base" grading requirements for Class 2 Aggregate Base, 3/4-inch (20 mm) maximum size." SECTION 203 BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE 203-6.1 General The first sentence of the first paragraph is amended to read: "...mineral aggregate and up to 25 percent reclaimed asphalt pavement (RAP..." Delete the second paragraph. The third paragraph is amended to read: "Unless otherwise specified, the Contractor shall submit a mix design for '/2 inch, Type A Hot Mix Asphalt with PG 64-10 that has been preapproved by the California Department of Transportation (Caltrans) or is in compliance with the current Caltrans Standard Specifications."' SECTION 207 GRAVITY PIPE 207-1 NONREINFORCED CONCRETE PIPE 207-1.1 General Add the following paragraph: "Nonreinforced concrete pipe shall be extra strength." 207-2 REINFORCED CONCRETE PIPE (RCP) 207-2.1 General The second paragraph is amended to read: "The size, type, and strength class of the concrete pipe to be furnished shall be as shown on the Plans." 80 207-2.9.1 General The last sentence is amended to read: "c) Acceptance of certification of compliance with these specifications and inspection of the completed pipe." Add the following paragraph: "The basis for acceptance shall be by certification of compliance with these specifications and inspection of the completed pipe." 207-15ABS SO�ID WALL PIPE 207-15.1 General The third sentence is modified to read: "Minimum wall thickness shall correspond with SDR 23.5" 207-17 PVC GRAVITY PIPE Section 207-17.1 General Modify Table 207-17.1 as follows: "Wall Thickness Min. SDR 26" SECTION 210 PAINT AND PROTECTIVE COATINGS 210-1 PAINT 210-1.5 Paint Systems Add the following: "All components to be painted shall be painted as follows: 1. Preparation—Painting preparation shall be accomplished using an industrial strength, biodegradable cleaner to remove all dirt, grease, oil, and other contaminants. SurFaces shall be thoroughly power washed with water to ensure all residues have been removed. Provide Devoe Devprep 88 or equal. Aluminum surfaces to be painted shall be treated as described above, then treated with an etching wash such as Jasco Prep and Primer or equal. Pre-painting preparation shall include removal of all paper signs, masking tape, scotch tape, and similar contaminates that exist on surfaces to be painted. 81 2. Primer — The primer shall be a low VOC, two component high performance, rust inhibitive epoxy coating. Primer thickness shall be 4-8 mils, when dry, 6-8 mils, when wet. Provide Devoe Devran 203 water borne epoxy primer or equal. 3. Finish Coat —The finish coat shall be a low VOC, two component high performance chemically-cured Aliphatic Urethane Gloss Enamel. Finish coat thickness shall be 2- 3 mils when dry, 2.8-4.3 mils when wet. Provide Devoe Devthane 379H or equal. The industrial cleaner, primer, and finish coat shall all be produced by the same manufacturer and shall be compatible and appropriate for the intended application. Paint color shall be City of Redding light pole green. Color samples will be provided to the Contractor for color matching. Five copies of the cleaner, etching wash, primer, and paint specifications including MSDS sheets, shall be submitted to the Engineer for review prior to the start of work. All work of this item of work shall be done between the hours of 9 p.m. and 6 a.m. The contract lump sum price paid for "Paint Traffic Signal" at each location shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in painting all the traffic signal equipment at an intersection, complete in place, including preparing surfaces, cleanup, and all extra work and equipment needed to do this item of work at night as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer." SECTION 217 BEDDING AND BACKFILL MATERIALS 217-2 TRENCH BACKFILL 217-2.2 Imported Trench Backfill Add the following paragraph: "Backfill material shall be 3-inch (75 mm) maximum in size and shall be reasonably well graded. Any material proposed to be used that has 30 percent or more not passing the 3/4- inch (20 mm) sieve will be rejected." 82 PART 3 MODIFICATIONS TO CONSTRUCTION METHODS SECTION 300 EARTHWORK 300-2 UNCLASSIFIED EXCAVATION 300-2.2.2 Wet Material Replace in its entirety with the following: "If required excavated material is unsatisfactory for the specified use on the project solely because of high moisture content, the Contractor may either process the material to reduce the moisture content to an optimum condition, or to remove the material and replace it with suitable material. The cost of drying or removing and replacing the wet material shall be at the expense of the Contractor." 300-2.6 Surplus Material The first sentence of the first paragraph is modified as follows: "... no surplus excavated material may be disposed of within the right-of-way unless directed by the Engineer. Compaction shall be by wheel rolling as occurs during placement." 300-2.8 Measurement Delete all paragraphs of this subsection and add the following: "There will be no measurement of material excavated from this site." Add the following paragraphs: "Payment shall be based on the Engineer's estimate and is a Final (F) Pay Item." 300-2.9 Payment Delete the first sentence of the first paragraph and substitute the following: "Payment for all unclassified excavation shall be included in the unit prices paid for the various items of work done at the different locations." 300-4 UNC�ASSIFIED FI�� 300-4.1 General Add this sentence to the first paragraph: "Embankment shall be designated as unclassified fill." Add the following paragraphs: "The preparation, placing, compacting, and other procedures of fill materials (topsoil Class "A") shall be in conformance with applicable provisions of this section. 83 The fill material (topsoil Class "A")shall be placed on the site as shown on the drawings. The extent of the placement quantities in the site shall be determined by the Engineer." 300-4.10 Payment The first paragraph is amended to read: Full compensation for unclassified fill shall be considered as included items involved and no further separate payment will be made therefor." 300-5 BORROW EXCAVATION 300-5.2 Imported Borrow The second paragraph is amended to read as follows: "The Contractor shall notify the Engineer sufficiently in advance of opening any borrow site so that adequate time will be allowed for testing the material."' 300-5.4 Measurement and Payment Add the following paragraphs: "The quantity for measurement of imported borrow shall be that quantity remaining after deducting the calculated unclassified excavation quantity utilizing the cross sections provided in the plans. Payment for imported borrow shall include full compensation for excavating, sloping, loading, stockpiling, hauling it to its final location, and doing all the work involved in unclassified fill construction." "After the removal of the existing concrete or unclassified excavation, the areas shall be prepared as outlined above, aggregate base material added where needed, and the entire area compacted by the use of vibratory plate-type equipment to the specified relative compaction." SECTION 301 SUBGRADE PREPARATION, TREATED MATERIALS, AND PLACEMENT OF BASE MATERIALS 301-1 SUBGRADE PREPARATION 301-1.2 Preparation of Subgrade Add the following paragraphs: Preparation of subgrade shall include the cutting and trimming of existing AC surfaces to neat straight lines as delineated by the Engineer. It shall also include the excavation and removal of all unclassified excavation material and existing AC surfacing. 84 Existing AC removed may be incorporated into the embankment to be constructed provided it is smaller than six inches (150 mm) in its largest dimension and well distributed throughout the embankment material. 301-1.3 Relative Compaction Delete the first paragraph and add the following paragraph: "The top six inches of subgrade material shall be compacted to a relative compaction of 95 percent, except subgrade under driveways and sidewalks shall be compacted to a relative compaction of 90 percent." 301-1.7 Payment Add the following paragraph: "Payment for furnishing and placing additional aggregate base materials and the mechanical compaction of all areas shall be considered as included in the unit prices paid for the work involved, and no additional compensation will be allowed." 301-2 UNTREATED BASE 301-2.1 General Replace this paragraph in its entirety with the following: "Untreated base for pavement, curb, gutter, and similar types of improvements, shall be constructed of material as specified in subsection 200-2.2.2 and as modified in these special provisions." 301-2.4 Measurement and Payment The following sentence is added to the first paragraph: "Payment for furnishing and placing aggregate base shall be considered as included in the unit prices paid for concrete sidewalk, concrete curb, concrete curb and gutter, concrete alley and valley gutters, concrete curb ramps, complete in place, and no additional compensation will be allowed." SECTION 302 ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General Add the following paragraph after the first paragraph: "The Contractor shall furnish and place all temporary striping and markings in accordance with the California MUTCD. When asphaltic emulsion is used as a tack coat, asphalt concrete shall not be placed until the emulsified asphalt has cured." 85 302-5.4 Tack Coat Add the following sentence: "In the first and third paragraphs, the tack coat shall be Grade CSS-1 h or SS-1 emulsified asphalt." 302-5.9 Measurement and Payment Add the following paragraph: "Payment for permanent resurfacing shall be considered to be included in the price bid for pipe and appurtenances or structures, complete in place, and no additional compensation will be allowed." The second sentence of the first paragraph shall read: "Such price shall constitute full compensation for preparation of subgrade, apply tack coat if required, and placement of temporary striping and markings." SECTION 303 CONCRETE AND MASONRY CONSTRUCTION 303-1 CONCRETE STRUCTURES 303-1.12 Payment Add the following sentence to the second paragraph: "Payment for concrete structures shall be considered as included in the unit price bid for the various items to which the concrete is pertinent, and no additional compensation will be allowed." 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, A��EY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS 303-5.1.1 General Delete the second sentence of the first paragraph and substitute the following: "Cement mortar shall not be used in finishing curbs." The first sentence of the second paragraph shall read: "The minimum thickness of walks shall be 4 inches (100 mm)adjacent to vertical curb and the minimum thickness of walks shall be 6 inches (150 mm) adjacent to roll curb." 303-5.1.2 Drainage Outlets through Curb Add the following sentence to the last paragraph: "Curb drains shall be constructed using Schedule 40 galvanized steel pipe." 86 303-5.1.3 Driveway Entrances Delete the first sentence of the second paragraph and substitute the following: "The fully depressed curb opening at driveway entrances shall be '/z-inch (13 mm) plus or minus 1/8-inch (3 mm) above gutter flow line at the curb face." Delete the last sentence of the third paragraph and substitute the following: "At residential driveways, the thickness of the walk shall be 6 inches (150 mm) unless otherwise specified." 303-5.4.2 Expansion Joints The first sentence of the second paragraph shall read: "One-half inch (1/2-inch)joints..." Delete the first sentence of the third paragraph and substitute the following: "Expansion joint filler '/2-inch (13 mm) thick shall be placed in walk at the BC and EC of all walk returns, around all utility poles which may project into the concrete along the line of the work, at commercial driveways, and between the walk and all buildings or other structures at the right-of-way line or when required by the Engineer." 303-5.4.3 Weakened Plane Joints The second and third paragraphs are amended to read as follows: "...intervals not exceeding 12 feet." 303-5.5.2 Curb Delete the last two sentences of the first paragraph and substitute the following: "Cement mortar shall not be used in finishing curb." The last sentence of the second paragraph is amended to read: "The surface of the work shall be finished as prescribed; after which the name of the Contractor, together with the year in which the improvement is constructed, may be stamped therein to a depth of'/4-inch in letters not less than 3/4-inch high, at BC and EC of curb returns." 303-5.9 Measurement and Payment Add the following paragraphs: "Full compensation for all required sawcutting, excavation, removal, and disposal of concrete rubble and asphalt concrete pavement, aggregate base placed under curbs, gutters, sidewalks, bus turnouts, and driveways, asphalt concrete tie-in paving and any other items of work necessary to construct curb, gutter, sidewalks, handicap ramps, and driveways shall be 87 considered as included in the unit prices paid for the various items to which the work is pertinent." Delete the first paragraph and substitute the following: "Curb and gutter shall be measured continuous through driveways, handicap ramps, and curb returns. Curb and gutter shall be measured at the top face of curb. Unless otherwise specified elsewhere in these special provisions, curb and gutter shall be paid for at the linear foot price set forth in the bid documents. Local depressions at catch basins shall be included in the unit price paid for catch basins. Curb and gutter for bus turnouts and cross gutter spandrels shall be included in the unit price paid for bus turnouts and cross gutter." SECTION 3060PEN TRENCH CONDUIT CONSTRUCTION 306-4 SHORING AND BRACING Add the following: "All excavations shall be shored per CAL-OSHA requirements. Work in excavations over 60 inches (5 feet) in depth shall be in strict conformance with CAL- OSHA requirements. In the event that the trenching operation exceeds 5 feet in depth, the Contractor shall be responsible for providing and installing trench shoring as required by CA�-OSHA and the cost for such shoring shall be included in the price paid for"Trench Sheeting and Shoring" and no additional compensation will be allowed. On Public Works' construction, it shall be understood that the Owner, Owner/Operator, etc., shall be considered the same as an employee or workman for determining conformance with the CA�-OSHA requirements." 306-6 BEDDING 306-6.1 General Delete the second sentence of the fourth paragraph and add the following: "If soft, spongy, unstable, or other similar material is encountered upon which the bedding material or pipe is to be placed, this unsuitable material shall be removed to a depth ordered by the Engineer and replaced with trench stabilization material suitably densified. The Engineer may also require an envelope of an approved filter fabric be installed around the stabilization material if it appears migration of adjacent materials into the stabilization material could be a problem. Addition of trench stabilization material so ordered will be paid for as specified in Section 7-4 "Payment for Extra Work" in the General Provisions. The Contractor shall bear any additional expense for trench excavation, shoring, or dewatering. If the necessity for such trench stabilization material has been caused by an act or failure to act on the part of the Contractor, the Contractor shall bear the entire expense of the additional material." 88 306-8.9 Pipeline Pressure Testing, Disinfection, and Commissioning 306-8.9.1 General Add the following sentence to the first paragraph: "All chlorination, flushing, and testing of new lines shall be accomplished prior to any tie-ins to existing water lines." 306-8.9.2 Hydrostatic Pressure Test Delete this section in its entirety and refer to the City of Redding Construction Standards Page 400.50. 306-8.9.4.3 Potable Water System Disinfection Procedures Delete this section in its entirety and refer to the City of Redding Construction Standards Page 400.50. 306-12.4 Jetted Trench Backfill Replace this section with the following: "Jetting shall not be considered as a suitable method of compaction." 306-13.1 Temporary Resurfacing Add the following paragraph: "Temporary resurfacing of trenches shall be completed at the end of each work day." 306-15 Payment 306-15.1 General In Item m), substitute "including" for"excluding" in reference to temporary resurfacing. Add the following paragraphs: "All temporary and permanent striping, marking and markers, abandoning existing sewer(and laterals) and/or water which includes filling the exposed end of the pipe with a minimum of 2 feet of concrete and ensuring that plug is watertight and capable of withstanding all internal and external pressures without leakage, and Class 200 (DR14) C-900 pipe (as required), and couplers necessary to connect to existing sewer mains. The contract price paid per lineal foot for "Sanitary Sewer �ateral (Reconnect)" shall include full compensation for furnishing all labor, material, tools, equipment, and incidentals, and for doing all the work involved in replacing a live sanitary sewer lateral, complete in place, including sawcutting existing paving, off-site disposal of concrete and asphalt rubble, existing pipe, trench spoils, excavating, dewatering, two-way lateral cleanout with cast iron traffic lid and precast concrete block (where required), lateral pipe material, backfill and compaction, replacing curb, gutter, and sidewalk; connecting to the sanitary sewer main; and all necessary 89 coordination with City staff, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer." 306-15.9 Temporary Resurfacing Replace this section with the following: "Payment for temporary resurfacing shall be considered to be included in the price bid for the various items of work and no additional compensation will be allowed." SECTION 314 TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-4.4.1 General Replace this section with the following paragraphs: "All traffic striping and pavement markings shall be thermoplastic and Sections 84-1 and 84- 2 of the Caltrans Standard Specifications, latest edition, are hereby made a part of these specifications as though fully contained herein, except that the minimum thickness of traffic stripes and pavement markings shall be as follows: Traffic Stripes—90 mil. Pavement Markings — 120 mil. When striping trails traffic stripe shall be 3-lineal-feet broken stripe with 9 lineal feet between each stripe. Unless otherwise directed by the Engineer, all new traffic striping and pavement markings shall be as shown on the drawings. Lane width dimensions shall be from center-to-center of striping. The Engineer shall have 72 hours to review and approve all cat tracking prior to application of striping and pavement markings." 314-4.4.5 Measurement Replace the first paragraph with the following paragraphs: "Traffic stripes will be measured by the linear foot along the line of the traffic stripe without deduction for gaps in broken traffic stripes. A double traffic stripe, consisting of two 6-inch- wide yellow stripes, will be measured as two traffic stripes. Pavement markings will be measured by the square foot and will include all crosswalk bars, limit lines, arrows, words, and bike lane symbols. Traffic stripes, pavement markings, and permanent pavement markers shall not be applied to new paved surfaces until a minimum of seven days curing time has elapsed." 90 314-4.4-6 Payment Add the following paragraph: "At work areas consisting only of"Replace Asphalt Concrete SurFacing," pavement markings and striping shall be replaced as directed by the Engineer. Payment for marking and striping will be in accordance with the bid schedule prices." 91 PART 4 EXISTING IMPROVEMENTS SECTION 400 PROTECTION AND RESTORATION 400-1 General Add the following paragraph after the second paragraph: "The Contractor shall thoroughly inspect the street surface over which his equipment will move and only schedule that equipment and methods which will not cause damage to the existing surface. Repairs made necessary from noncompliance, shall be as directed by the Engineer, and the original appearance of the area shall weigh heavily in determining the extent of the repair." Add the following paragraph after the third paragraph: "When the Contractor is required on private property, the Contractor shall furnish the City of Redding with a signed waiver notice from each of the property owners stating: I hereby declare that the work performed on my property by the Contractor for the City of Redding has been satisfactorily cleaned up, and that I hereby waive any claim for damages to my property caused by said work." SECTION 401 REMOVAL 401-1 General Add the following paragraphs: "In the event the Contractor proposes to dispose of concrete, asphalt, or other materials at a site other than an approved landfill, the Contractor shall obtain written permission from the Engineer of the location of the disposal site and provide the City with a completed "Supplement Disposal Site Agreement" included in these specifications. It shall be the responsibility of the Contractor to remove and dispose of all excess material and concrete rubble from the job site prior to the end of each work day unless otherwise approved by the Engineer. The cost of removing and disposing of the material from the sites shall be considered as included in the unit prices paid for the work, and no additional compensation will be allowed therefor." 401-2 Asphalt Concrete Pavement The second sentence of the first paragraph is amended to read: "Sawcutting of edges is required when shown on the plans or directed by the Engineer." 92 SECTION 402 UTILITIES 402-1 Location 402-1.1 General Replace the last sentence of paragraph 3 with the following: "The Contractor shall provide the subsurface installation location data to the Engineer ten (10)Working Days prior to any scheduled excavation." 93 PART 6 TEMPORARY TRAFFIC CONTROL SECTION 600ACCESS 600-1 General Add the following paragraphs after the second paragraph: "The Contractor shall provide traffic control during all construction survey staking to be performed by City staff." "The Contractor shall designate a person whose sole responsibility is to manage the coordination of all traffic control, the traffic control plan, public notification, automobile removal, and other activities necessary to minimize the inconvenience to the public. The Contractor shall provide a sufficient number of workers to assist the designated person with coordination of all traffic control, traffic control plan, public notification, automobile removal, and other activities necessary to minimize the inconvenience to the public. The designated person shall be available to the Engineer, inspectors, and the public for the duration of the contract through the use of a cellular phone. The phone number for the designated person shall be listed on all notifications for coordinating, submitting, making changes to, submitting proposed revisions to, and maintaining the traffic control plan and implementing all traffic control measures." SECTION 601 TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 601-2 Temporary Traffic Control Plan (TTCP) Add the following paragraphs: "Submittals for TTCP shall be consistent with the City for Redding's "Guideline for Temporary TrafFic Control Plan (TTCP) Development (Engineerinq Division Forms and Handouts I GitYof Reddinq.) The Contractor shall submit traffic control plans for review, revision, and/or approval by the Engineer. The Contractor shall allow a minimum of five (5) working days for review and shall not begin work until plans are approved. The control measures shall be in conformance with the California Manual of Uniform Traffic Control Devices (CA-MUTCD). The Engineer shall reserve the right to stop any construction activity from proceeding if the work involves traffic detours and/or controls that have not been previously approved or are not in conformance with the approved plan. The Contractor shall not be allowed to claim damages for delay arising from work stoppages by the Engineer in cases involving unauthorized or improper traffic Control regulations." 94 601-2.2 Payment Add the following paragraph: The contract lump sum price paid for "Traffic Control" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in traffic control, complete in place, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer." 95 PART 7 STREET LIGHTING AND TRAFFIC SIGNA� SYSTEMS SECTION 700 MATERIALS Scope of Work The work to be performed under this portion of the contract consists of modifying the existing traffic signal control and lighting system with provisions of new controller cabinet, controller assembly, and furnish and installation of bicycle signal,traffic loop detectors, and such other items or details not mentioned above that are required by the plans, Standard Specifications, or the Special Provisions to make a complete and operational system. 700-1 General Traffic signals and lighting conform to the standard provisions of Division X "Electrical Work" inclusive of Section 86 "General" and Section 87 "Electrical Systems" of the 2022 State of California Department of Transportation Standard Specifications and these special provisions. Traffic signal work shall be performed at the following location: Location 1: Market Street and Trinity Street Cost Break-Down Cost break-downs shall conform to the provisions in Section 86-1.01 C, "Submittals," of the State of California Department of Transportation Standards Specifications and these special provisions. The Engineer shall be furnished a cost break-down for each contract lump sum item of work described in this section. The cost break-down shall be submitted to the Engineer for approval within fifteen days after the contract has been approved. The cost break-down shall be approved, in writing, by the Engineer before any partial payment for the items of electrical work will be made. Equipment List and Drawings The controller cabinet schematic wiring diagram and intersection sketch shall be combined into one drawing, so that, when the cabinet door is fully open, the drawing is oriented with the intersection. A maintenance manual shall be furnished for all controller units, auxiliary equipment, and vehicle detector sensor units, control units, and amplifiers. The maintenance manual and operation manual may be combined into one manual. The maintenance manual or combined maintenance and operation manual shall be submitted at the time the controllers are delivered for testing or, if ordered by the Engineer, prior to purchase. The maintenance manual shall include, but need not be limited to, the following items: 96 a. Specifications b. Design characteristics c. General operation theory d. Function of all controls e. Trouble shooting procedure (diagnostic routine) f. Block circuit diagram g. Geographical layout of components h. Schematic diagrams I. List of replaceable component parts with stock numbers TRAFFIC SIGNAL CONSTRUCTION Maintaining Existing and Temporary Electrical Systems Traffic signal system shutdowns shall be limited and approved by Public Works Department prior to being permitted. Contractor must submit to the engineer in writing a request for shutdown, inclusive of specific date and time at least 2 days prior to date. Standards, Steel Pedestals, and Posts Where the plans refer to the side tenon detail at the end of the signal mast arm, the applicable tip tenon detail may be substituted. The sign mounting hardware shall be installed at the locations shown on the plans. Sign panels and sign mounting hardware shall be furnished and installed at the locations shown on the plans by the Contractor. When nonilluminated street name signs are called out on the plans sign mounting hardware for street name signs mounted on signal mast arms shall be supplied by the City. Brackets shall be attached to signal mast arm by strap and saddle bracket method. Conduit Conduit to be installed underground shall be Type 3 per Section 86-1.02B of the California Department of Transportation Standard Specifications; unless otherwise specified elsewhere. Detector termination conduits shall also be Type 3. Conduit from the standard to the adjacent pull box shall be 2-inch minimum, conduit to all detector loops under curbs shall be 1 '/Z-inch minimum. Conduit sizes shown on the plans and specified in the Standard Specifications and these special provisions are referenced to metallic type conduit. When rigid nonmetallic conduit is required or allowed, the normal equivalent industry size shall be used as shown in the following table: 97 Size Designation Equivalent Size far' ' for Metallic Type Canduit Rigid Nonmetallic Conduit 21 20 27 25 41 40 53 50 63 65 78 75 103 100 When Type 3 conduit is placed in a trench (not in pavement or under portland cement concrete sidewalk), after the bedding material is placed and the conduit is installed, the trench shall be backfilled with commercial quality concrete, containing not less than 610 Ibs of portland cement per cubic yard, to not less than 4 inches above the conduit before additional backfill material is placed. Conduit runs shown on the plans to be located behind curbs may be installed in the street, within 3 feet of, and parallel with the face of the curb, by the "Trenching in Pavement Method" in conformance with the provisions in Section 87-1.03B(3)(b)(iii), of the California Department of Transportation Standard Specifications. Pull boxes shall be located behind the curb or at the locations shown on the plans. All conduit to inductive loops shall extend three feet beyond the lip of gutter, AC dike, or edge of asphalt. After conductors have been installed, the ends of conduits terminating in pull boxes, service equipment enclosures, and controller cabinets shall be sealed with an approved type of sealing compound. After the conduit is backfilled, it shall be mandrelled with a mandrel sized for the conduit. In addition to the minimum conduit size requirements of Section 87-1.03B(1) of the California Department of Transportation Standard Specifications, the minimum diameter of all conduits shall be 2 inches. All conduits, new and existing, shall be blown out with compressed air and then sealed for future use. Conduits terminating in pole bases shall terminate 2 inches below handhole in pole base. Pull Boxes All pull boxes shall be No. 6 unless otherwise noted on the plans. All No. 6 pull boxes shall be poly boxes by Quazite Part No. PG1730BA12 or approved equal. 98 Grout shall not be placed in the bottom of the pull boxes, for pull boxes installed in the City of Redding right-of-way. For pull boxes installed in the Caltrans right-of-way, grout pull boxes per Section 87-1.03C(2)(a) of the California Department of Transportation Standard Specifications. Pull boxes shall be bedded with a 12-inch minimum thickness of clean, crushed rock. The clean, crushed rock shall extend for a minimum of six inches beyond the outside edges of the pull box. Pull box covers for traffic signals shall be imprinted with "City of Redding Traffic Signal," for pull boxes in the City of Redding right-of-way. Pull box covers for traffic signals shall be imprinted with "Caltrans Traffic Signal" for pull boxes within the Caltrans right-of-way. Conductors and Wiring Conductors and conductor cables shall conform to Section 86-1.02F of the California Department of Transportation Standard Specifications, unless otherwise specified elsewhere. For electrical work in the City of Redding right-of-way, Splices of conductors shall be insulated with heat-shrink tubing conforming to IAW 86-2.09E of the appropriate size after thoroughly painting the spliced conductors with electrical insulating coating. For electrical work in the Caltrans right-of-way, use Method B to insulate a splicer per Section 87- 1.03H(2) of the California Department of Transportation Standard Specifications. Conductors and cables from the terminal compartment through the mast arm to each signal head shall comply with Section 87-1.03F of the California Department of Transportation Standard Specifications. The minimum insulation thickness, at any point,for Type USE, RHH, or RHW wire shall be 39 mils for conductor sizes No. 14 to No. 10, inclusive, and 51 mils for No. 8 to No. 2, inclusive. The minimum insulation thickness, at any point, for Type THW and TW wires shall be 27 mils for conductor sizes No. 14 to No. 10, inclusive, 40 mils for No. 8, and 52 mils for No. 6 to No. 2, inclusive. Signal Interconnect Cable Signal Interconnect Cable (SIC)shall be the 6-pair type. The pairs to be connected are as follows: TBO-1 Black Pair TBO-2 White TBO-3 Green Pair TBO-4 Red 99 Service Minimum conduit size shall be two inch. The functional test for each system shall consist of not less than seven days. If unsatisfactory performance of the system develops, the conditions shall be corrected and the test shall be repeated until the seven days of continuous, satisfactory operation is obtained. The functional test for grounds shall be conducted with a 3-point ground tester. Controller Cabinet and Assembly Controller Cabinet and assembly shall conform to Section 86-1.02Q of the California Department of Transportation Standard Specifications. Caltrans Department furnishes the controller unit, controller cabinet, and all auxiliary equipment required to operate the system. Also, the Department shall furnish a fully wired and functioning battery backup system including the cabinet. Contractor shall furnish 4 BBS batteries, C&D model UPS12-300MR. Signal Faces and Signal Heads Signal faces, signal heads and auxiliary equipment, as shown on the plans, and the installation thereof, shall conform to Section 86-1.02R, "Signal Heads" of the California Department of Transportation Standard Specifications. LEDs for vehicular traffic signal units will be Contractor furnished Type MAS mounting shall utilize Pelco bracket assembly number AS-0125 or approved equal, within the City of Redding right-of-way. Mast arm mountings will use tenons for Caltrans poles within the Caltrans right-of-way. All Signal section housings, visors, backplates, and mounting assemblies shall be metal, painted black inside and out. Only tunnel visors shall be used. Pipe fittings shall be ductile iron, galvanized steel, or bronze. Aluminum fittings shall not be used. Back plates shall be the louvered type and shall have a 2-inch yellow retroreflective strips on the face around the perimeter. Drain holes, 1/4-inch in diameter, shall be drilled in the bottom of signal heads. Light Emitting Diode Signal Modules For traffic signal faces, all sections, including all 12-inch sections, all bicycle sections, all arrow sections, and all pedestrian "Walk" and "Don't Walk" symbols shall utilize light emitting diode (LED) signal modules, as contained on the most current Caltrans Authorized Material List and approved by the Caltrans materials testing laboratory. Contractor shall install LED lights in all display indications per the Section 86-1.02R(4)(c) of the California Department of Transportation Standard Specifications and special provisions. 100 Pedestrian Signals Pedestrian signals shall conform to Section 86-1.02S "Pedestrian Signal heads" of Caltrans Standard Specifications. Pedestrian signal face shaii be Type A, and shall include the countdown mode. Pedestrian signals shall have LED countdown pedestrian signal face modules conforming to current Caltrans Specifications. Message symbols for pedestrian signal faces shall be a white WA�KING PERSON and Portland orange UPRAISED HAND conforming to the requirements in the Institute of Transportation Engineers Standards: "Pedestrian Traffic Control Signal Indications" and the "Manual on Uniform Traffic Control Devices." Luminaires Ballasts shall be the lag or lead regulator type. Photoelectric Controls Contactors shall be the mechanical armature type. Photoelectric controls shall be located in the control cabinet. Detectors Detectors shall conform to Section 87-1.03V"Detectors" of Caltrans Standard Specifications. Detector cards will be furnished by Caltrans. Type D detector loops which are adjacent to limit lines shall have five turns of loop wire and Type A detector loops shall have three turns of loop wire. Bicycle detector loops shall be 3-foot by 6-foot Modified Type D shown on the plans. Loop wire shall be Type 2 per Section 86-1.02F(2)(c)(iii) of California Department of Transportation Standard Specifications. Loop detector lead-in cable shall be Type B per Section 86-1.02F(d)(iii) of California Department of Transportation Standard Specifications. Slots shall be filled with hot-melt rubberized asphalt sealant. Slots cut in the pavement shall be washed clean, blown out, and thoroughly dried before installing conductors. Residue resulting from slot cutting operations shall not be permitted to flow across shoulders or lanes occupied by public traffic and shall be removed from the pavement surface. Residue from slot cutting operations shall be disposed of outside the highway right-of-way in accordance with Greenbook Section 300-1.2 Removal and Disposal of Materials. 101 Pedestrian Push Buttons Pedestrian push buttons shall be Pelco Intellicross, 2291-PXX, or approved equal. Push button color shall be black. Install the APS cable between the APS and corresponding pedestrian signal. Attach the accessible pedestrian signal to the standard with screws by drilling and tapping. Drill an 1-inch diameter hole on the standard. Terminations for the APS cable must be as follows: 4 Conductor Systems Red 12 VDC Black Ground Green Walk White Don't Walk LED Safety Lights LED safety lights shall be Lumec RFL-105W100LED4K-G2-R2M-UNV-DMG-FAWS-RCD7-GY3, Leotek GCM2-40H-mV-NW-2R-GY-PCR7-W�, or approved equal. The photocell shall be installed with sensor facing north. Grey finish (GY3) standard. Required Features: • LED Correlated Color Temperature of 4000K. • Typical Color Rendering Index (CRI) of 75. • Passive Thermal Management. • Ambient Operating Temperature Range of-40 Degrees C to +50 Degrees C. • Single Latch, Tool-Less Access to Electrical Compartment with Removable Door (Secured) and Integral Bubble �evel. • Vibration Meets ANSI 136.31-2018 (30, 100K Cycles). • Minimum Warranty of 10 Years. • 1-1/4 inches to 2 inches Slipfitter. • Maximum Effective Projected Area of .92 Square Feet. • Maximum Weight of 28 LBS. • 7 Pin ANSI 136.41 Photo Electric Receptacle. • Voltage Range of 120-277. • 0-10V Dimmable LED Driver. • Field Adjustable Wattage Selector (FAWS) with 10 Discrete Steps. Removing, Reinstalling, or Salvaging Electrical Equipment Salvaged electrical materials shall be hauled to the Caltrans Electrical Maintenance Yard located at 5065 Mountain Lakes Boulevard, phone number 530-225-3062. 102 The Contractor shall provide the equipment, as necessary, to safely unload and stockpile the material. A minimum of two working days' notice shall be given prior to delivery. Equipment All equipment shall be provided by a vendor from the Caltrans Qualified Product List. The following equipment, or approved equal, shall be furnished by the Contractor: 1. Other equipment as required to complete the signal in accordance with the plans and these special provisions. Payment The contract unit price paid for"Modify Traffic Signal"shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in furnishing and installing the system, as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the Engineer, including but not limited to any necessary pull boxes, temporary systems, excavation (including removal of existing foundation in conflict with new foundation) and backfill, concrete foundations, conduit of various sizes, cameras, detector loops, traffic signal heads, poles, mast arms, controllers, cabinets, etc., microwave vehicle detection system, restoring sidewalk or pavement and appurtenances damaged or destroyed during construction, salvaging existing materials, and making all required tests. Full compensation for all additional materials and labor shown on the plans or specified, which are necessary to complete the installation of the various systems, shall be considered as included in the various traffic signal systems, shall be considered as included in the prices paid for the systems, or units thereof, and no additional compensation will be allowed therefor. Full compensation for hauling and stockpiling electrical materials shall be considered as included in the contract price paid for the item requiring the material to be salvaged and no additional compensation will be allowed therefor. 103 C t T Y CA F C��{QF RECIDI�lfa ��'"� 777 Cypress Avenue, Redding, CA 96001 . .--- - w;:�~`- °� BC?X 496071, Reddi ng, CA 9604�-607I C ,� � I F c� � � %' ci�yv�redding.org PUBLIC WORKS-ENGINEERING 530-225-4170 530-245-4170 FAX AQDENDUM NO. 1 ta the TRINITY STREET BIFCE AY PRt�JECT (Jab No. 8687) BIQ NO. 5400 TO ALL PROSPECTIVE BIDDERS: Add�nd�am No. 1 provides far de(etians, corrections, clarifications, and additians to the cantract specifications and drawings for the Trinity Street Bikeway Praject, Bid Na. 5400. The deletions, carrectians; clarifications, and additions shall apply to Confiract Bid No. 5400 in the same manner as if#heywere originally part af the printad specifications, drawings, and proposal. 1_ Add the fallowing Caltrans Encraachment Permit, Permit No. 02-23-N-SN-0345, dated August 30, 2023. 2. Special Pravisions, Part 1 —Sectian 2 S`cape of Wark, 2-2 Permifis Mt�dify the second paragraph, second sentence as follows: ��, '" The Contractor shall be responsible far submitting fic�rm TR-0429; Gantractor(s) AuthQrization Form per the attached permit requirements." Add fihe following at the end af second paragraph: "Contractar shail be respansible for tih� installation af all Galtrans furnished materials. The Gity of Redding shail be respansible for the cost outlined in Item 2 an page 1 of the attached permit." 3. Special Provisions, Miscellaneaus Requirements, Gantract Items— Marker Post: Modify the first paragraph, first sentence, as follows: "Marker Posts shall b�Type K7'1 Flexible Past by US Reflector ar approved equal." Dat�d: September 6, 2023 Chuck AukMand City Engine�r Bidders SHALL acknowledge r�ceipt uia email of all Addenda to the GITY QF REDDING PRIAR TD B1D OPENING. Failure to acknawledge receipt via email c►f all addenda shall cause the bid to b� non-responsive and may be rejected. Piease Email c�r�structionb�dstc"�ci.redd�nq.ca.us Gapy and paste in the Subject line: � r�� t�f � � �0 1; l�r�r�ity �r��t ik �y r�j��t, I ' 0 5 ; Type your name and business name in the email tex# box. STATE OF GALIFORNIA•DEPARTMENT QF TRANSPORTATI(JN FM 91 4436 ENCROACHMENT PERMIT permi�No. ooT T�-a�2a(R�v osi2o2�) 02-23-N-SN-0345 DisUCo/RtelPM In compliance with your application of August 10,2023 p2(SHA/273lPM 16.91 Reference Documentss Permit Approval Date August 30,2Q23 ❑ Utility Notice No. o� Performance Bond Amount(1) Payment Band Amount(2) ❑Agreement No. of $0 $0 ❑ R/W Contract Na. �f Band Company ❑ Project code(ID): GFG#: N!A Band Number(1) Band Number(2) �Applicant's Reference/Utility Work C3rder Na. ��' $ N/A $ N/A �Gity of Redding � TQ: ,�ttn: Kristen Re�gan 777 Cypress Rvenue Redding,GA 96001 (530)225-4469 � � ,PERMITTEE and subject to the#ollowing, PERMISSION IS HEREBY GRANTED to: Reconstruct curb ramp,sidew�lk, and traffic stripe; and modify signa(end intersection lighting,within the State right-of-way per#he attached plan on State Route 273, at pastmile 16.91, at the inters�ctian of Market Street and Trinity Street, in Redding, Shasta County: ATTAGHMENTS; Generaf Fravisians,D2 SN Speeial Provisions, Plan,T9,T19;730,A87A,R88A;EP1,EP2,ContractorAutharization Form, CEM 3101, Stormwater Special Provisions NOTIFICATION:At least tsn working days before starting any work within the State right-of-way;notify Permit lnspectar Kendra Bradley at 530-604-Q387,who wiil arrange for a required pre-jab meeting,inspection,and approval of work covered by this permit. fc THIS PERMIT IS NOT A PRCjPERTY RIGNT AND DOES NOT TRANSFER W(TH THE PROPER7Y TO A NEW OWNER. The fallowing attachments are aiso included as part of this permit(check applicable): �n addition ta fee,the permittee wiil be billed actual casts for: �YES ❑ NO General Pravisians �YES ❑ NO Review ❑ YES � NQ Utility Maintenance Provisions �YES ❑ NO Inspection �YES ❑ NO Storm Water Specia(Provisions �YES Field Work �YES ❑ NQ Speciaf Provisions (if any Cattrans effort expended} ❑YES � NQ A Cal-OSHA Permit,if required: Permit Na. As-built Plans are Required ❑YES � NO As-Built Plans Submittal Route Slip for Locally Advertised Projects �YES ❑ NO ❑ 1°ES � NO Storm Water Pnllutian Protection Plan �YES ❑NQ The infarmation in the enuironmental documentation has been reviewed and considered prior to approval of this permit. This permit is void uniess the work is campleted before Qecem�er 31 , 2Q24 This permit is to be strictly�onstrued and no other work other than specifically mentioned is hereby authorized. No project work shall be commenGed until all other necessary permits and environmental cfearances have been obtained. � AI�PROVED: #1:Kendra Bradley #2: KG Harris david Moore, District Direc#or #3: �, BY ,�4�/rr�..�.d��.G Ar�thonyPase. n��3o,zazaoe:z�coTj Anthony Pasc�i, District Permit Engineer ADA Notice This document is available in alternative accessible farm�ts. For more information, please cantact the Forms Management Unit at(279) 234-2284, T7Y 711,in writing at Forms Management Unit, 1120 N Street,MS-89,Sacramenta,CA 95814,or by email a#Farms,Management.Unit@tlot:ca.gov. D2 SN SPECIAL PROVISIONS GENERAL SPECIFICATIONS: START WORK AND PLAN CHANGES: No work in the State's right of way shall begin until all items listed in PRIOR TO WORK have been completed to the satisfaction of the State's Representative. All work shall be in accordance with signed,stamped,and approved plans and specifications. All plan changes shall either be approved in writing by the State's Representative or approved by Permit Rider prior to commencement of any additional or revised work. PRIC?R TO WORK: A Pre-Construction Meeting shall be scheduled and held prior to beginning of any work in the State's right of way, including all project management and construction inspection personnel from the City of Redding, Caltrans, and the selected construction contractor. After work begins, weekly meetings shall be held with all inspection personnel to ensure all issues are addressed concerning progress of the project and with conformance with all applicable and appropriate State standards, policies, and guidelines. In addition, the following shall be completed or provided prior to any work in the State's right of way: 1. Permittee shall submit a completed "Notice of Materials to be Used" (Form No.CEM-3101, attached)at the Pre- Construction Meeting for all materials to be used on the project. 2. The cost of Departments Furnished Materials shall be paid in the amount of$11,950.00 to Caltrans. 3. If a contractor performs any work, notwithstanding General Provision No. 4, Permittee and Permittee's construction contractor are required to submit attached form TR-0429,Contractor(s)Authorization Form prior to starting work covered by this permit. MITIGATION AND MONITORING: Permittee shall be responsible for ensuring that all mitigation and monitoring requirements, as proposed in the lead agency's environmental document, are fulfilled and that all regulatory agency coordination and permit requirements are completed prior to beginning construction. The Permittee sl�all abide to all of the measures outlined in Attachment A(Avoidance/Minimization Measures). PROTECTION OF SURVEY MONUMENTS: Your attention is directed to Section 5-1.36, "Property and Facility Preservation"of the Standard Specifications and to Section 8771, "Monuments,"of the Business and Professions Code. Permittee shall physically inspect the work site and locate survey monuments prior to beginning work. Monuments shall be referenced or reset in accordance with the Business and Professions Code. TIME EXTENSION: Permittee is advised that any request for time extension shall require a full reevaluation of the original application. Such a reevaluation may conclude with further mitigation, at Permittee's expense,to comply with upgrades in highway design policies. WORK I30URS: No work shall be performed during inclement weather, on weekends, an designated holidays, after 3:00 P.M.on the day preceding designated holidays,or on Fridays after 3:00 p.m.unless specifically authorized or directed by State's Representative. See "TRAFFIC CONTROL" section in this permit for additional time restrictions for work requiring lane closures. EQUIPMENT ON ROADWAY: All equipment used on the paved surface of the State highway shall be rubber tired or rubber tracked, unless authorized by State's Representative, and shall comply with the legal weight requirements for operation on a State highway. PROSECUTION OF WORK: Once work authorized by this permit is begun, it shall be diligently prosecuted to completion. Should suspension of work be necessary for any reason,trenches and excavations shall be closed(backfilled and compacted), and the area graded, obstructions removed, and erosion control measures installed to the satisfaction of State's Representative. PROTECTION OF EXISTING FACILITIES/LANDSCAPE: No trees or vegetation shall be removed or trimmed within State right of way without specific direction by State's Representative. All irrigatian systems/sprinklers shall be protected in place. Page 1 of 5 D2 SI�T SPECIAL PROVISIONS TRAFFIC CONTROL: PRIOR APPROVAL: Work that witl interrupt the normal flow of public traffic is not authorized without prior approval. Permittee shall submit lane closure information in conformance with the"ADVANCE NOTIFICATION FOR LANE OR SHOULDER CLOSURES" section in this encroact�ment permit and receive approval from State's Representative prior to any lane closure. TRAFFIC CONTROL SYSTEMS: When personnel or vehicles or work encroach within the highway traveled way,or work is performed within 6 feet of the edge of traveled way (ETW, white edge stripe), a lane closure control shall be performed during allowed closure timeframes in compliance with the attached Std Plan Tll entitled "Tra�c Control System for Lane Closure on Multilane Conventional Highways. Additional advance flaggers or signs may be required as determined by the State's Representative due to sight distance concerns or interchanges and road connections within the lane closure. Lane closures shall be limited to 1.0 mile in length. Portable Changeable Message Signs shall be used in each direction. Should State's representative observe any deviation from these plans, all work will be suspended until satisfactory steps have been taken to ensure compliance. TRAFFIC C�NTROL RESTRICTIONS: Any construction activities that require lane closures shall be night work (Monday through Thursday, 8 pm to 7 am). Traffic control measures shall not be placed during inclement weather or when the roadway is icy or frozen. SHOULDER CLOSURES: Whenever vehicles or equipment are parked on the shoulder within 3-feet of the highway traveled way(ETW,white edge stripe),or work is performed within 20 feet of the ETW,the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of traveled way at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of 9 cones or partable delineators shall be used for the taper. A W20-1 (ROAD WORK AHEAD) or W2l- Sb(RIGHT/LEFT SHOULDER CLOSED AHEAD)or C24(CA)(SHOLJLDER WORK AHEAD) sign shall be mouuted on a crashworthy telescoping flag tree with flags. The flag tree shall be placed where directed by the Engineer, and the sign shall be a minimum size of 48" X 48". Should State's Representative observe any deviation from these plans, all work will be suspended until satisfactory steps have been taken to ensure compliance. LANES OPEN TO PUBLIC: A minimum of one paved traffic lane, in each direction of travel, not less than 12 feet wide and adjacent paved shoulder shall be open for use by public traffia When construction operations are not actively in progress,all lanes shall be open to public traffic. 5IDEWALK CLOSURE: Whenever work is being performed above or adjacent to the sidewalk,the sidewalk shall be closed to pedestrians,as shown on the attached Standard Plan T30.For sidewalk closures,Permittee shall install,maintain, and remove, when no longer needed, all pedestrian detours. Sidewalk closures and detour plans must be approved by State's Representative prior to beginning work. The sidewalk shall remain open to pedestrians when work is not actively in progress. ADVANCE NOTIFICATION FOR LANE OR SHOULDER CLOSURE5: By noon Monday, Permittee shall submit a schedule of planned lane and shoulder closures for the following week period, defined as Saturday through the following Friday. If Monday is a designated holiday, the schedule shall be delivered on Tuesday. Permittee shall submit a completed copy of the attached Lane Closure Schedules form by email to d2epermit@dot.ca.gov. If an ernail is unavailable,the schedule may be called in by voice telephone at(530)225-3400. NOTIFICATION FOR LANE OR SHOULDER CLOSURES: Permittee shall notify the Caltrans District 2 Encroachment Permit office by telephone at(530)225-3400 at the time a lane or shoulder closure is instalted,and again when the closure has ended. Permittee shall provide the following information;Permittee's name,encroachment permit number,location(county,route,and post mile limits),direction of closure(e.g.,southbound,eastbound, full road), and the time when installing or ending the closure. For weekends and a8er hours, Permittee shall leave a message at the above telephone number, with the details as indicated. Permittee shail also notify Encroachment Permits office if a scheduled closure is cancelled. Permittee MUST call to renort status each dav a closure has been requested. Page 2 of 5 D2 SN SPECIAL PROVISIONS CON5TRUCTION ACTIVITIES: HOT MIX ASPHALT: Hot Mix Asphalt (HMA) shall be produced at an established commercial mixing plant. The aggregate and asphalt binder shall be heated and mixed thoroughly. Asphalt materials and mix design shall be submitted via the CEM-3101. HMA shall be Type A as specified in Section 39,"Asphalt Concrete,"of the Standard Specifications. Asphalt binder shall be Grade PG64-28M unless otherwise directed by State's Representative. The maximum size aggregate shall be %2-inch. Prior to placing HMA,a paint binder of asphaltic emulsion or paving asphalt shall be applied uniformly to contact surfaces of cold pavement joints and to other surfaces designated by State's Representative. HMA shall be spread and compacted by methods that will produce an asphalt concrete surfacing true to grade and cross section, of uniform smoothness and texture,compacted firmly and free from depressions,humps or irregularities. Road connection paving shall match the elevation of the highway pavement at the saw-cut line. AGGREGATE BASE: Aggregate base shall be Class 2 and shall conform to the provisions in Section 26, "Aggregate Bases," of the Standard Specifications. Spreading and compacting shall be performed by methods that will produce a uniform surface that is unyielding and firmly compacted,and free from pockets of coarse or fine material. Aggregate base shall be compacted to a relative compaction of not less than 95 percent. The existing gravel roadbed of the dwelling road connection may be adequate,as determined by State's Representative,for aggregate base. INSPECTION: Permittee shall request and receive an inspection of by State's Representative prior to placing HMA paving material. CURB,GUTTER.& SIDEWALK: CURB,GUTTER&SIDEWALK:Existing concrete sidewalk shall be cut at existing contraction joints. Sidewalks shall be constructed as shown on the project plans, and as directed by State's Representative. Sidewalk shall conform to the provisions in Section 73, "Concrete Curb and Sidewalks,"of the Standard Specifications and to these permit provisions. The sidewalk shall slope in accordance with the requirements of the Americans with Disabilities Act of 1990 (ADA). Permittee shall request and receive an inspection by State's Representative of the concrete forms and subgrade prior to placing curb,gutter,and sidewalk concrete. Curb,gutter,sidewalk,and curb ramps(wheelchair ramps)shall be constructed as shown on the project plans,the attached Standard Plans A87A, A88A, and as directed by State's Representative. Curb, gutter, and sidewalk shall conform to the provisions in Section 73, "Concrete Curb and Sidewalks,"of the Standard Specifications and to these permit provisions. The sidewalk shall slope in accordance with the requirements of the Americans with Disabilities Act of 199Q (ADA). Permittee shall request and receive an inspection by 5tate's Representative of the concrete forms and subgrade prior to placing curb,gutter,and sidewalk concrete. SAW CUT: Where curb and gutter is to be placed,existing paving shall be saw cut to a neat line,and as directed by the State's Representative. Wark shall include removing the asphalt concrete, and re-paving to the gutter lip after placement of the new curb and gutter. Existing concrete sidewalk shall be cut at the score line or existing contraction or expansion joint. PORTLAND CEMENT CONCRETE: Portland cement concrete shall be produced at an established Caltrans-certified commercial mixing plant and conform to Section 90-2 Minor Concrete of the Standard Specificatons. Exposed surfaces of Portland cement concrete shall be cured by pigmented curing compounds or as directed by State's Representative. CERTIFICATION: All ADA facilities constructed under this permit shall be certified compliant (TR-0405) by a registered engineer or architect prior to issuance of the permit and after the facilities have been constructed. TRENCHING AND EXCAVATIONS: LOCATION OF FACILITY: The location of proposed facilities shall be staked,and the locations approved by State's Representative prior to any excavation. State's Representative can direct an alternate placement location of a facility as Page 3 of 5 D2 SN SPECIAL PROVISIONS long as there are no other problems with moving the facility from the planned placement,for such issues as environmental concerns,constructability,or canflicting facilities. Such changes shall be shown on the as-built plans. OPEN EXCAVATIONS: When work is not actively in progress,trenches,and excavations within 20 feet of the edge of traveled way(ETW, white edge stripe)or 10 feet from the edge of pavement(EP), whichever is greater, shall be closed (backfilled and compacted) in compliance with the attached Open Trench Signing and Mar-king EPI drawing. All disturbed areas and facilities shall be restored to original condition and to the satisfaction of State's Representative. TRENCHING REQUIREMENTS: Trenches or excavations shall be excavated and backfilled in accordance with plans, specifications, the attached Standard Typical Trenching Detail EP2, and the direction of the State's Representative. All disturbed areas and facilities shall be restored to original condition and to the satisfaction of the State's Representative. TRENCHING ACROSS ROAD CONNECTIONS& PAVED AREAS: Trenching or excavating across or within the paved portion of State's highway will be permitted. Excavation,placement and backfill across road connections shall be done with as little interference with traffic as possible. Adequate provisions must be made for the protection of all vehicles and pedestrian traffic. Existing pavement shall be saw cut to a neat line prior to excavation. BACKFILLING PAVED AREAS: Trenches or excavations in the paved roadway shall be backfilled with a non-shrink slurry backfill consisting of two sack concrete per the Standard Specifications. HMA should match existing depth of paving,or as directed by the State's Representative. BACKFILLING UNPAVED AREAS: Trenches or excavations in the unpaved highway shoulder shall be backfilled with Class 2 Aggregate Base,or material approved by State's Representative. Native material shall not be used to backfill trenches unless specifically approved by the State's Representative. Backfill material shall be placed in 8-inch lifts at optimum moisture and be compacted to 95%relative compaction. Trenches outside the unpaved highway shoulder area shall use the same backfill method and be compacted to 90%relative compaction. PROTECTION OF EXISTING FACILITIES: E.cisting curb,gutter and sidewalk,drainage pipe, structures and signs shall be protected from damage. All regulatory signs that are disturbed by Permittee's operation shall be temporarily reset at a location directed by State's Representative. All signs shall be placed back in their original location as soon as the work is complete. The cutting of any drainage pipe shall not be permitted. DEPTII OF COVER: Minimum depth of cover shall be 42 inches for high and low risk lines, and 36 inches for no risk lines below finished grade, or 18 inches below the grading plane (whichever is greater), or as directed by State's Representative. HIGHWAY SURFACE: Permittee shall not track mud and debris onto the paved portion of the highway. Any soil or debris inadvertently tracked onto the highway surface shall be removed with a self-contained sweeper and disposed of outside the State right of way. Use of water to clean the surface of the roadway will not be allowed. INSPECTION: Permittee shall request and receive an inspection of the excavation and trenching work by State's Representative prior to placing slurry,HMA, sidewalk concrete, or any backfill materials. EXISTING HIGHWAY SIGNS AND PAVEMENT DELINEATION: MAINTENANCE OF REGULATORY SIGNS: Existing regulatory signs shall remain in service at all times. Existing regulatory signs that conflict with the work shall be temporarily relocated and maintained at locations directed by State's Representative. When all work is completed, the regulatory signs shall be permanently reset as directed by State's Representative. Signs and/or posts that are damaged or unusable, as determined by State's Representative, shall be replaced at Permittee's expense. TEMPORARY PAVEMENT DELINEATION: Centerline, lane line, channelizing line, limit line, bike lane, and crosswalk pavement delineation shall be provided at all times for traveled ways open to public traffic. Whenever the work causes obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place prior to opening the traveled way to public traffic. Only temporary removable traffic tape and/or raised pavement markers shall be used for temporary pavement delineation on the final layer of new surfacing or existing pavement to remain in place and shall be removed when no longer required,as determined by State's Representative,for the direction of public traffic. Page 4 of 5 D2 SN SPECIAL PROVISIONS All affected permanent traffic striping and marking will be replaced in kind to the satisfaction and timing of the State's Representative. TRAFFIC 5TRIPE5 AND PAVEMENT MARKINGS: New traffic stripes and pavement markings shall be thermoplastic and conform to Section 84, "Markings", of the Standard Specifications. Application of the thermoplastic traffic stripes and pavement markings shall be in accordance with the Standard Plans, Section 84 of the Standard Specifications, and the approved plans. MARKERS AND DELINEATORS: Markers and delineators shall conform to the provisions in Section 82,"Signs and Markers," of the Standard Specifications. Markers and delineators shall be installed as shown on the plans unless otherwise directed by State's Representative. SIGNAL,LIGHTING AND ELECTRICAL SYSTEMS: FIELD REVIEW: Prior to beginning of any electrical work, the Electrical Inspector, a representative of the Electrical contractor,the State's Representative and the Office of Traffic Operations shall meet at the project site to review plans for accuracy and completeness. NOTIFY STATE'S REPRE5ENTATIVE: At least five working days before starting any work necessitating signal control modification,notify Caltrans electrical engineer Ben Paull,telephone 530-949-2497. TRAFFIC SIGNAL: Traffic signals, intersection safety lighting and signal interconnection work shall conform to tlie approved plans and any additional approved plan changes, revisions or modifications, the Standazd Plans, the attached Special Provisions, and the provisions contained in this permit. INSPECTION: Permittee's contractor shall contact the State's Representative to verify electrical inspections and provide daily diaries on a weekly basis. UTILITIES: NOTIFICATION OF CALTRANS: Caltrans is not part of USA Underground Locate;therefore,prior to beginning any work, Caltrans Electrical Supervisor shall be notified at 530-225-3469 to locate electrical connections, and Census Loop Liaison at 530-225-3313, or District Traffic Manager at 530-225-3245 to locate all underground count stations. Page 5 of S �{V Caltrans[?02;Encr�achm�nfi Permi�s Qffiice � p R!5��EP1'E� z � ' Permit#; 0223-R�5�-0345 z � C3atei �/29,�2�2� Q^ hlote:t�nly plans s�amped with this apprc�vat v�'i JT T ' shall be valid far permit canstructican wark. zo x � � � 0 � TRINITY ST BIl�EWAY PRC�JE�T � _ � o �� JCiB NO$687 CONTR,4CTOR SNALC POSSES5 A CLASS "A" �IGENSE AT 7HE TIME �F THE BID QPENING: BID SCMEDULE Nt)JCXXX �� ox pw � ER* ¢� b� ^� Zu �d w � � � u P Li P p b S� {S 4Q � �. w � � �_�...:-` ._,�._�...- ._...,�-- . . . . ..,.�.. `�� W ,,, ..___��_..m_ � , - ..._.. .. _�..—_._.._ � �� - --� `'�`��s \��, `�w�-��"�� _ �`�, � SHEET WDEX a� � v �� E � �,��"-��r�� "�l 1.�� -1�-� � �� „� �` � SHEET�NO. SHHET TITLE DRAYVING�NO. ��' � �, o �� .-"""µ t TITLE A-1 ��`�s��'t`� ? ; `�`�� f`'f� {` � �— �-�� s �� t^-. � 2 DATA A.2 �� '�A, � W �!��"�� a �� "' "' � � . A \..�� 4�-)� � `r� �'� t ,� �, ,��'�� ' 3 NiJTES�AND RUANTITIES A-� an atuw�s � � � -- .. \ ��'�� " "� �� ( � �t �'1 ��'"'�� .,-- � c4''� � � � •, �,r-` 4 CONTR�L A-� �� F-` ��--`"" � "��\ ��.��`�."j�--��"�`�C�"` \ �i'` � .1--�-��;. 5 KEY MAP A.5 � � C� �.�/ Y ��`� {�� l ..Y. ` ..- \ + 41Ki � '�M LL. ... ..,.- 1 '""""„ �-�,m._--'—_..._._.....' .. � � �1^" ��^� � 1 � ` � � � ��r'`, � �r�- "r�^ �-a�m� & TYPIGALSECTIONS A-6 . R�. `" Q a .- '��`�1��i`l� ��jt-��:---�' :?" _��_��s �!`�l -1i • �C,�_ T THftu 12 PAVEMENT dELINEAT10N AND SIGNS A-T THRU A-12 � � � �� . t \�~�„�� -�� µ � . x��`a�,�. ,ff �. _ PRQJECT � � W Q �' �� . r�� ,, �_ , � 1�1ti�� ` ��.- �., � '13 PAVEMENT DELINEA"fION GlUANTITIES A-13 � � �t�� , � �� i'� ---' Cl- ��t��-� ^�-� � `"'p 14 PAVEMENT DELINEATION DETAILS A-74 �QG�T'Q� � '� � � $ � tL �: � - t�-�- � ��m-�� r � �� - , �,�., u � � Q � 4�}4 � t��,�� t "�- �� ;s�� .0 wy� �.0�t.��'� 75 THRU 16 CONSTRUCTION RETAILS A-15 THRU A-16 �° QF � � \�w�� \":. \S '��>?�. . ��1�E� ;::�t�� , TRaFFtc s'cW,aL No�res a-a� REQD/NG �' �,-� � -�— -c=_ �l� .:�, �-� 1 �: F— y ��`"" � � ��'��' � �� -�?� `� �� ' 18 THRU 19 TRAFFIC SIGNAL PLAIJ A-1$"fHRU A-19 � "� �., f � w � � � ��,\� F� ��~•1 �t�`t �� „�`� �s�� 30 TRAFFIG SIGNAL SCHEDULES AND[3ETAllS A-20 � � J �� r � �� . � , � , � . . .� _ t „ � � �-~° � � '� i�� ' i �� '`� � E f� 21� CON�TRUCTION SIGNS A-21 �� Lrl ��t:�� ,� �..:��1`� � ; �. � �� .��"�r,� �an � REDDING � `�w`�� ,,�� ' `� � �( � "� 22 THRU 26 REU PLANS A-22 TWRU A-26 ca�` +� K"�' MUNICIPAL a, `�-'"� 1�t-, �� =1� � �l,\�,�>�-��1�.. t��C I t'\,"' '��jlt �a '�a..�-�;� ..---°.,.... A�F'CPI�}RT �'� �„a. {i�r, ,..� � �., ,�� J CT L. TI � � � v � NO SGA�E � �+ Rn "' � � a CL m a VICINITY MAP � NQ SCAI.E �'y � W � N 00 1-- PIANS REVIEWED 8Y: � H m R.M.0 � m � o F z m 0 ��R�G APPROVEd BYr ' SUPPqRT� ... gURU�y. A��. �� ORIGINAL SCALE: R.E.u. op� s�� Ci11' ENGfNEER DATE REDUCED ��. ��NE 2023 PLANS SHEET 1 OF 28 ABBREVIATIQNS Galtrans C�02,Encr�achm�n�Perrnits t�ffice =N LEGEND P ��EP1'�� z AB AGGREGATE �ASE FR9 FQRCE MAIN SC SAW CUT EXISTING �W P�t'Y'ttlt#1: 0223-P1�IV-U345 z � AC ASPHALT CONCRETE SD STdRM DRAIN � D�l4e, $�29f�G23 w°` FMJA FlANGE MEGHANICAL JOINT � - TELEPHONE PQLE ACP ASBESTOS GEMENT PIPE SDMH STORM DRPJN MANHOLE � ADAPTER . Q AT&T AMERCAN TELEPHflNE & FOG FACE OF CURB SF SQUARE FOOT � ,� - JOINT POLE �lo��;C?rsly pl�ns stamped with thi5�pproVal v TELEGRAPH FT FOOT. FEEf SHT SHEEf - POwER POLE S�1�II k��V�lid fqr pei"mit COI15tPUCtIc3f1 WO��. � ASTM AMERICAN St3CIETY QF ` .t � TES7ING AND MATERIAIS �PG FOOTING SIM SIMILAf? '+� � - G�y PaLE � � BSW BACK OF SIDEWALK G GAS S SANITARY SEWER, SIOPE "-� "'..� - GUY WIRE � o 0 8G BEGINNING OF CURVE � GAUGE �L STEEL � � - ELECTRIC MANHQLE o GALV GAI:VAMZEp BCR BEGIN CUR6 REfURN SO SQUARE w GM GAS MEfER Q Q - SANITARY SEWER MANHOLE � BDRY BOUNDARY STA STATION = GR GUY POLE s� - STORM DRAIN MANWbI_E � o 8F 80TTOM OF FQQTING GR GRADE �T� 5'1ANDARD � �, � 8LK 8L(IGK STRUCT STRUCTURAL OR STRUCTURE C� � �, � GV GATE VALYE � - TELEPHONE MANHdLE W �Q BM @ENCH MARK� SVC: SERVICE 4? t�� - CALFRANS RIPE DRAIN �� HC HANDICAP � BOC BACK OF CURB SW SIdEWALK `�Y �W HDPE HIGH QENSffY POLYETHYLENE �' O - STORM DRAfN CATCN BASIN � � " C CUT SY SpUARE YARD �`QQX HMA HOT MIX ASPHA�T � 7 _ � R a GAN CABLE TELEVISION T TELEPHdNE HORIZ HdR120NTAt Ii__ r� ,�� C&G CURB AND GUTTER p.OJ HEIGHT TB T�P OF BANK ;�-- - STREET NAME SIGN �� C8 CATCH BASIN T8C TOP BACK QF GURB '"_ � �� - TRAFFIC SIGN a W ID WSIDE DIAMEfER '� � CCC} CONTRACT CHANGE CIRQER �� E� T8R 70 BE REMOVEQ �----c� �--t'3 - STREEf L1GHT � * " TC TOP OF GURB (� - 1� pADMt1UNT TRANSFORMER CCS GEMEM COATED STEEL IRRIG IRRIGATIQN CQ CHECK DAM JT JOIM TFC TOP FAGE OF GURB �(�`� °` - FIRE HYDRANT CF GURB FAGE, CUBIC FOOT JP JOIM POLE 1'� TRIM LINE ` � � W CLF' CHAIN L1NK FENCE � LEFT TW TOP OF WAI_L G'<l GKJ - VALVE � � � C� CEPITERL�NE LAT LATERAL TYP IYPIGAL -5- g_ - SEWER I.ATERAL WITH CLFAN OU"f ~ � w \ � C� ��,�pq L8 POUND UG UNDERGROUND [;--- ,�"1�-- - RpDHdLE � n � W GMAC COLD MILL ASPHA�T LIP LIP OF GUTTER UNK UNKNOWN � �' � - PROPERTY CORNER / SURUEY MARKER (DO NOT DISTURB} a � a CQNGREfE LF LINERR FOOT USA UNpERGROUND SERVIGE CMP CORRUGA7EO MEfA� RIPE ALERT � - GENTERUNE MONUMENT 1- Ll. LIMIT LINE CMU CONCREfE MASONRX UNIT UTIL UTILITY /� Z LP LOW POINT /*� - CQNTROL POINT W CO CLEANOUT(SEWER) �S LUMP SUM VB VpLVE BOX ,�T - JOINT U7ILITY'TRENGH COL C01.UMN MA?f MAXIMUM VGP V17RIFIED GIAY PIPE � VERT VERTIGAL dFI - EXISTIN6 OVERHEAD UTI�tTiES �` '(�,' CQNC CONCRETE MH MANHOLE y�. VALLEY GUTfER E - ELEGTRIG LINE Q a CQNT CONTfNUOUS MID MIDPOINT Q W COMR CONTRAC7QR VIF VERIFY IN FIELD MIN MINIMUM G - GAS LINE CQNST CONSTRUCTIQN MISG MISCEt.LANEOUS � �ATER T - TELEPHONE UNE W � WM WATER MEfER C00t2D Cd0(2DINATE MJ MECHANICAI_ JCIINT � U'} CORCS CIIY OF REDDING MpN MONl1MENT � `NATER VALVE 80X �� - NIATER LINE � � CONSTRUGTION STANDARD5 WVB WATER VACVE SD - STQRM ORIUN UNE d O CP GI�NTRQL POINT MKR MARKER H CS C4MP05T SOCK (�) NEW 5 - SANITARY SEWER LINE _ CSP CORRUGATED STEEL PIRE NG NATURAL GRADE ___.__..._ _..__...__..._ ��€ - G.A,T.Y: LINE (� v CY CUBIC YARD NTS NOT TO SCALE - - - -- - -— - EASEMENT IJNE _j DI DRAINAGE WLEf OC ON CENTER -- -- - --��yy--- - - ---- - RIGHT-OF-WAY LINE � QfA OIAMEfER OD OUTSIDE DIAMETER � DIP DUCTILE IRON PIPE OG QRIGINAL GROUND _�'' � ' -'--'�--_ - ---- - PROPERN'LINE O- DW�, DRAWING 4H OVERHEACS a ^�.._ i-r--t;..__ - GUARD ftAIL x DWY QRNEWAY PC PRfJPER'fY CORNER ----.____..___,�--__ _X-74-?f-)F--7� - FENCE E- � (E} EXISTING PCC FORTLAND GEMENT CONCRETE � --'" -� --� - CUf/FILL uNE W = E ELECTROC PE POLYETHYLENE !y G�-a� '? � � ��H PIP PROTEGT IN PLAGE E54 �a - ENVIRONMENTHL SENSI7IVE ARFA � m EG END OF CURVE PL PROPER7Y LINE X X--- - TEMPQRARY ESO, FENCE a E6 EDGE QF GUTTER PP PdWER POLE (� EL fIEVATION p�G PdIN7 QF REVERSE CURVE ("', � ^ EROSION CONTROL (PERM) Q Ef� EDGE OF PAVEMENT pSl POUNDS PER SQUARE INCH M�.MWk�� EVG END VERTIGAL GURVE � � PVG POLYVINYL CHLORIQE cp _ W Q TEMP GRAVE� GHECK QAM EXC EXGAVATION p� FOINT OF VERTICAL - TEMP GOMPOST SOCK m � EXT EXTERIOR INTERSECTION F F1LL t17Y QUANTITY ,.��^-�i� FES FLAI2ED END SEGTIQN �+ REODING AREA BUS C ' 'r - TREE (DECIpUOUSj ~ �,'��:..._.,r � FF FINSNED F1:00R AUTHQRIlY rym R RADfUS i�,, FG' FINISHED GRAQE �' - TREE (CQNIFER) ~ n F`F{ F'IRE HYDRANT RC RELATNE CZ3MPAGTION ri�� RjW RIGHT OF WAY FliA FIRE HYDRANT ASSEMBLY `� � - BUSH / SHRUB � i REINF REINFORCED OR i�'"; Fl FLOW LINE REINFdRCEMENT y m 0 FLG FLANGE RSP ROGK SLOPE PRQTECTION ' NOTE: Pt-L THIS 1�A STANDARD IEGEND SHEEf. THEREFORE SOME SYMBOLS & A88REVIATIONS MAY BE 5HOWN oa�ciw�.sca�E: ON TWIS SHEEf BUT MAY NdT BE UTILIZED ON REDUCED NONE THE ORAWINGS qF THIS PROJECT. PLANS �� UNE 2023 � SHEEf� 2 OF 28�� GENE L NOTES W� 1. AGL CONSTRUCTION SHA�I� GONFORM TQ THE CURRENT CITY OF RE6DING CQNSTRUCTION v STANDARDS (CORCS), THE STANDARD SPECIFIGATIONS F6R PUBLIC WORKS CALTRANS STANDARD RLANS ZO�2 St.1MMARY OF QUANTITIES � CQNSTRUCTION, DA7ED 2021 {GREENBdOK), ANQ THE CONTRACT �PECfFICATIQNS AS z � THEY PERTAIN TO THE W4RK DEPICTED HEREIN. CORCS AS APPLJES TO THIS PROJECT �T�M PAGE DETAIL ITEM QUANTITY UNIT �� SHALL BE 7HE CURRENT VERSION AS POSTED ON THE CITY OF REDDING WE@SITE, PAVEMENT MARKERS AND TRAFFIC UNES, TYPIGAI dEfAILS ................................ ......... ........... 12 A20q � htto•llcitvofteddin orgfde ao rtments/nublic works engine ri �Cnne4n�rf�DR standord� WATER FOILUTION CONTROL � � PAVEMENT MARKERS AND 1TtAFFIC LINES. TYPIGAL DETAIL:S . ......... ........, ......... . 13 A2QB y AT THE TIME 4F 61D OPENING: ....:.:.:. PAVEMENT MARKERS ANO TRAFFIC GNES NPICA� DEfAiLS . 15 ;420p IMP�EMENT WATER POLLUTION CONTROL ] LS � � 2. Al.� UTILITIES SH4WN ARE STRI�TLY FOR THE CONVENIENCE OF THE CONTR,4C70R. PAVEMENT MARKINGS, ARROWS ......... ......... .,,.,.,,, ,,,,,;;,, .,,,,,,,. ,,,,,,„.. ,,,..,.,,,; �g A24A TRAFFIG GONTRQL � � �Q � UTILITY LqCATIONS ARE QN�Y APPROXIMATE AND THE CONTRACTOR IS RDVISED TO pAVEMENT MARKINGB, WORDS ............... � � INVESTIGATE EAGH UTILITY SHOWN AS WELL AS @E AWARE OTHER UTILITIES NOT SHOWN " � 22 �� PROJECT FIINDING SIGN � � MAY EXIST. PAVEMENT MARKINGS. WOROS .. ....... ....:.... .......... . .....:. ........: ......... ......,... 23 A24E � � � C4NSTRUCTION AREA 91GNS c", SHOUIDER RUMBLE STRIP DEfAILS. GROUND-IN INDENTATIONS .....::.. ......... ......................... 2� A4pg 42 EA � 3. CACL BEFORE YOU DIG! tHE CONTRACTQR SHALL CONTAGT USA NORTH 61GALERT AT �URBS AND pRIVEWAYS ....,,... 155 A87A ca �EAST 'iW0 (2) WORKING DAYS NOT INGLUDING THE 6ATE OF NOTIFIGATION PRIOR T0 "'"' � 2 DIGGING NEAR UNDERGROUNQ FACILITIES BELONGING TO PG&E, AT&T, C.A.T.U., A.C.I:D., CURB FtAkiP QEfAILS . .... .... ......... 1S7 A68A Cp�p MI�L AG 1700 SY � ��i 8 OR CI?Y OF REDDWG. CA�L USA NORTH 81 L ELECTRIC SYSTEM5 LEGEND .................................... ......... ......... ......... ......... .....,.... 509 ES-1A q$PHALT CONGREfE (MICROSURFACING 3329 '� �" � FQR CALTRANS ELECTRICA� FAGLITIES GALI (53q) 225-3469 ) g gy Z,� � ELEC7RIG SYSTEMS CEGEND .... , 510 ES-16 �,m �� " FOR GALTRANS UN�ERGRQUND GOUNT STA710NS CAII {530) 225-3042 ELECTRIG SYSTEMS LEGEND ......... ......... ...,,..., , 511 E5-1C ASPHALT CpNCREfE 34D TON o Y o� � ..... ,........ ... 4. PRIQR Tf? ANY EXGAVATIQN, THE GONTRACTOR SHALL POTHO�E ALL UTILITIES TO BE ELECTRIC SYSTEMS (GONTROLLER CABINET FOUNpATION AND PAD DEtAII.} ...:.. ......... ..,:...:.., 519 ES-3G AGGREGATE BASE 155 GY �Ea � CROSSEd TO VERIFY THAT NO GRAQE GONFLIC7S EXIBT. ELECTRIC SYSTEM5 (ELECTROMCS ASSEMBLY CONNECTION DU1GFtAM)(BATTERY BACKUP SY57EM) ..... 527 ES-3K 4,� b cRass currER Q 5. AlL TRENCHING AND BACK FILLING SHALL @E IN ACCORDANGE WITH THE CiTY OF EI.ECTRIC SYSTEMS (SIGNAL HEAD MQUNTING 30 SF � } ....,.. ......... m �u REDDING CQNSTRUCTION STANDARpS OR AS SHOWN IN 7HE CON�TRUC710N OETAILS EIECTRIG SYSTEMS PEDESTRIAN SIGNAL HEADS �28 ES_�A CURB AND GUTTER tsp l.F � m u,� ELSENIHERE IN THE PL.ANS: TRENCH BACKFILL SHALL,BE MECHANICALLY GQMPACTED. f } " ��-� •�•�•�•-� �29 ES 49 �� „ �o THE CONTRAGTOR SHRLL NOT7FY THE GITY QF REDDING ELECTRIC UTI�ITY PRI{1R TQ ELEGTRIC SYSTEMS (SIGNAI_ HEADS AND MOUNTINGS) ......... . .......,. ......... ......... ......... 530 ES-4C GpNCRETE GURB RAMP 71q0 SF ° �4` EXGAVATING GLOSER TNAN EIGHT FEET TO AN EXISTING UTILI'tY POLE: �ti ELECTRIC SYSTEMS {SIGtJAI. HEAD MOUNTING) ....... ......... ......... . ...,.... ...:,.,:. ......... 531 ES-4Q 6. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FQR FURNISHING, ELECTRIC SYSTEMS (SIGNAL HEADS AND OPTIGi1CAL DETEGTOR MQUNTfNG) .:.................... .....,... 532 fS-4E REMOVE PA INSTALLING ANQ MAINTAINWG A�L WARNING SIGNS AND DEVICES NEGESSARY TO EI.ECTRIC SYSTEMS LQOP DEfE6TOR5 .,......, ......... ......... . .......... 533 ES-5A ��ENT MARKING (THERM�PLASTIGj 451 SF M � SAFEGUARD THE GENERAl. PUBLIC AND THE WdRK, ANO TO PROVIDE FOR THE PROPER � � REMdVE TRAFFIC STRIPE THERMOPLASTIG 12685 LF Q � AND CONTINUOUS SAFE ROUTING OF VEHIC�E AND PEDESTRIAN TRAfFIG pURING THE Et_ECTRfC SYSTEMS (dETECTORS} ......... .....:... ......... ..,...... .....:..: ......... ......... 534 ES-5B � � � � z PERFQRMANGE OF THE WORK THIS REQUIREMENT SHALL APP�Y CON'fINUQUSLY AND ELECTRIC SYSTEMS (ACCESSI@tE PEDESTRlAN SIGNAI. AND PUSH BUTfON ASSEMB�IES} .. ...,:..., S35 ES-SG PAVEMENT MARkING (THERMOPlASTIC) 53?� gF �, � W NOT BE LIMI7ED 7Q WQRKING HOURS. THE USE OF FLAGGERS, BARRICAOES AND Z n • �i ELECTRICAL SYSTEMS (SIGNAI ANQ GGHTING STANDARD, T1"PE t AtJD EQUIPMENT IDENTIFICATIbN 545 ES-78 CONSTRUCTIQN SIGNING SHALL CQMP�Y` WITH THE CAUFORNIA MANUAL ON UNf�ORM CHARACTER5) PAVEMENT MARKING (GREEN BIKE) 4689 Sf W � � 7R�+IFFIG CON7RdL DEVISES {CA-MUTCO}, TRAFFIG STRIPE (4" THERM4PLASTIC � � °' ELECTRICAL SYSTEMS (SIGNA� AND LIGMTING STAP1QARp, GA'SE 3 SIGNAL MAST ARM LOADING, 1NIND ) 532 LF ?. FQR ALL TRENCHING EXCAVATIONS 5 FEET OR M4RE IN DEPTH, THE COMRAGTQR �/ELQCITY=7�0 MPH ANO SIGNAL MAST ARM LENGTNS 15` TQ 45') 548 ES-7E �.., e •-� SHALL OBTAIN A PERMIT FROM THE DNISION OF INDUSTRIAL SAFETY (381 HEMSTED TRAFFIC STRIPE (6" THERMOPLASTIC) 274i2 LF � EIECTRICAL SYSTEMS {SIGNAL AND LIGHTING STANDARD DEfAII N4. 7) ......... ......... .......... 55S ES'-7M W DRIVE, REDDING CA., 224-4743) PRIpR TO BEGINNING ANY EXCAVATIdN. A COPY OF TRAFFIG STRIPE (6" THERMOPLASTIG) 629 LF THIS PERMIT SHAL� 8E AVAILABLE AT THE CONSTRUCTION SITE AT AlL TIMES. EIEGTRICAL SYSTEMS (SIGNAL ANQ UGHTING STANDARd DETAIL N0. 2} ......... ......... .......... 556 ES-7N ,� ELECTRICA� SYSTEMS (SIGNAL AND �IGHTiNG STANDARD DEfAI� N4. 3a ..,...... . ....... 557 ES-70 PpVEMIENT MARKERS 553 EA I" 8. THE CONTRACTOR SHALL MAINTAIN AGGESS T0 EXISTING MRIL8QXE5 OR PROVIQE � C� ALTERNATE TEMPORARY MAILBOXES AFPROVED BY TNE U.S. POS7AL SERVIGE. ELECTRICNI_ SY5TEMS (SIGNAL AND LIGHTING MISCEWWEOUS ATTACHMEN7} ,.,.. , .,...... . .......... 559 ES-7R INSTALL SIGN �4 �,q Z ,� ELECTRICAL SYSTEMS {NON-TRAFFlG PUIt BOX) ... ,......,. REMOVE SIGN 9. CARE SHpL� BE TAKEN TO PROTECT EXI571NG PLANTS, SHRU83, TREES, LAWN, � �� ES-� 17 EA Q W tANDSCAPE AREAS AND IRRIGATION SYSTEMS. ANY ITEMS REMOVED OR DAMAGED ELECTRICAL SYSTEMS (FOUNDA710N INSTALIATIQNS) ....,.... ......... ......... .......,. .......,.. 571 ES-t t SHALL BE REPLAGED. A�l 17EMS WHICH REQUIRE REMOVAL OR ARE DAMAGED BY THE ELECTRICAL SYSTEMS (SPLIGE INSUTATION METH005 QETAILS) .,....... 572 ES-13A �ARKER POST 243 Ep � 0 .... . GdNTRACTOR'S OPERATIQN SHALL BE REPLACED TO ORIGINAL CONDITION AN0 TQ THE ELECTRICAL SYSTEMS (KINKING AND BANDWG DEfAit�) ......... ......... .............. 5?3 ES-13@ �y Y APPROVAL OF THE ENGINEER. � � TRAFFIG SIGNAL MODIFICATIQNS 1 LS 10. E�AGT LIMITS OF PAVEMENT REMOVA� AND RECONSTRUCTIdN SHALI. BE DETERMIN6Q IN �,. O THE FIELD BY THE ENGINEER. THE ASPHALT CONCREfE AL�NG THE EDGES OF THE STREEf LIGHT (STANDARp ANQ �EQ �UMINAIRE} �� TRENCH SHALL 8E SAWCUT AND REMOVED TO A STRAIGHT LINE FRIOR TO FINAL PU��BOX (2E) y2 � U (3 PAVING. EXPOSED VERTICA� EDGES WWIGH WILL HAVE ASPHAIT C6NCRETE A6AINST 'THEM SHALL BE TACKED WITH EMU�SION PRIOR Td PLACEMENT OF ASPHALT CONCRk?E. PULLBOX (3E} 3 Eq -� m C6NDUIT (2" PVG) 1725 lF a CITY QF REDDING GONST�UCTION STANf3ARDS coNauiT (4. �ve� - �so �F MQDIFIGATIONS TO 7HE'STANDARLl SPEGIFIGATIONS , PAGE 050.00 CQNpUGTOR (#6) 1725 �F � MATERIALS .....:... ......... .....,... ......... ......... ................. PAGE 1QQ.00 E- f.� � TYPICAI: S7REET GR4SS SECTION .................... ......... ................ PAGE 111.QQ � z STANDARD AND SLOITED CRqSS GUTfER .. PAGE 126.dp Cal�rans C?f}2,EnCroaChm�nt Pert7llt5 flffiCe � N SIdEWALK STANDARD ...... ., PAGE 137.00 ��.r�� + m � GURB AND GUTTER (8"� ... ......... ......... ........: ...:.......:.::: PaGE t36.40 Permit#. 0223p�S�160345 � ►_„- CURB RAMP 'IYPE A :....... ......... .......:: .....:... :.........,....., PAGE 141.10 ��f�*: ��9�202� "� 2 CURB RAMP 'iYPE C' ....... , PAGE 141.30 Q tV�te:t7n(y plar�s starriped with this approval `L ..... � 'NO PARKING' S1GN INSTALLATIQN . PAGE i52.02 5h�11 be valid for errnit canStYUGtiott 5rvork. W� � � ❑ STREEf SIGN BASE DEfA1LS ..,..,... ....:..:. ......:.. :................ PAGE 182.2Q � PAVEMENT MARKINGS TRAFF'IC uNES ......... .....„.. ...........,..., PAGE 179:00 � Q PAVEMENT MARKINGS ARROWS :........ ......... ......... .............:.. PAGE 172.00 F- W HIGH VISIBILIN CROSSWALK ......... ......... .. PAGE 175.fl0 {',I� t- MONUMENT COVER ASSEMBLY AND INSTAI.LATION ......... .. .............. PAGE 184:Q0 � � LOCA7ING WIRE & WARNING TAPE .... ......... ......... ................. PAGE 402:00 z m DENSfTY REFERENCE GUIDEIBNE ,...,.. ......... ,....,... ..:.............. PAGE fi01.00i ,.. � TRENGH BEDDIN� ......... ......... ....... PAGE fiq9i00 � Z . .... ..... TRENCH BACKfILL ......... ........: ......... ,......, ..... ,... RAGE 61Q:d0 � TRENCH RESURFACING DETAILS ........ ......... ..,...... ..,.............. PAGE 611.00 � JOIM llTILITY 7RENCH DETA�LS ....,... ......... .............................:.. PAGE 820:00 A-3 TRENGH LOCATION ......... ......... ....:................... ......�.,........ PAGE 624.2Q aRiciwu.sca�: GRADING DE51GN"STqNDARdS ......... . PAGE 700.00 REDUCED NONE DENSITY REQUIREMENTS IN STREETS . .. .....: . PLANS �+T��uNE 2023 ....:.... ................ PAGE 705:00 SH�r 3 oF 2s WN � � CONTF2iJL PQINT TABLE z __'____— <,,. z W- 4y GP No. Northing Easting Pointflevation Qesciipfion r� � � fi01 20971p6:1Q 6456523:92 506.18 CpR WASHER �^ ` 609 2097148:82 8456097.53 491:33 CQR WASHER � ��.�► � CP 6 \ 61Q 2097208:42 64b5518.05 500.28 COR WASHER Zo z � uy �,\ 611 2096960.43 6454943.39 509.37 GOR WASHER � � pR'N(',E$j t� "`� '�" 612 2096919,85 6454594.71 522.35 COR CAP ON REBAR � � � r i � � � 62Cf 2097625.84 6454287.49 528,Y0 COR WASHER v � (�'S1 '"� � fi21 2Q98034.32 645d155.23 543:13 COR WASHER � � �'73 �� • �, 622 2098459.23 6454046.30 545:23 COR WASHER � z {�, � 624 N 623 2098352:26 645387�;34 543,93 COR WASHER � 'a � Q�- �' CP 6�' • "'"� � � �/ 624 2098244.32 6453527.3d 542.95 GOR WASHER 8� �� 3 a 2 N� 625 &25 2098156.q0 6A53248.89 SA8.72 GOR WASHER o Q z � � ' �� 626 2098134:1Q 6453006.34 558,22 GOR WASHER �Y �w '2,.� � �R,�,�� P 621 628 2Q97674.08 64522�3.72 585.71 COR WASHER R y .��y Njp.� Note: Gontractor shall not disturb � �� cantrol �� ;� � R�,�'` poin#s o� praperty corners during $ � ,� • �.0 canstruction activities. � u g CP 628 � `aay a� . . �� .� .. ..5tJ .*�:. t c� W W O Z • � \ � P 628 `� W . . w� \ � c�j: z a'' .�SN��"(.R�� .. \ . 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Q 2� N. �� ....�:, �� • � .».., :.si�...,. � � � � t. : ..�,x�.�ea„ (9 m . , , • � . . . � .'' �b � ,� � � � � � , a..�4�.� z � � w +� " � �r�we BUTTE ST " s+oo � �' �_..,, �t��, ,�::,_-----'—` 3 � � � � •T'LINE ��Y e a � - - - - - - � ao i ao ` — _ --�----- , � _ e'"� a � � . .�,t _ - �'� .- - , � � �,,, � � U � � 3 � ; ,., �.,�u�n�, _ w„ Q� � � � �R a4 � � r. I �C�� t u � _..�.- ... :,, .._._, . ., .__ ...__.. -�.--..-. .... � : . �_..__ ___- . r ,.., � ._. ,._�,-„_ �__, . � p ---- ��_ � � �,� � u -.,�.- f __� ,_. _.�._, .,- .� : ._ :.��:; _._ o ,_- -- _ _ - __ ,,. ,� ___ -. . ' _ _ - � � _..... -__ - - `- (� �w _,.: � _�. Q � _ _��_� -� _ f" (� Q,, = ___ --�-� , _.��n � �� _... �-�� MICRpBURFACING - ,, - t—..�--,,_—_,.__�_ __ _...� z. LiJ L� _. _ LIMITS 38 lL� - - _ __ ___ 9M u. *s�' __.__._,___,... ___ _._. RM C1 � _.._..R/W—___ R81 GA Cf ___ `,i- y —__ �_..<.� ? ___,.._ � ._. ___ _.____�._.,..__. "' V' � _� K� _.__ � —,__,_ _ ..� J --__ ....,__.__ m _. _,_ _� \ a � � N � � t,3 � � W = � O " � � � � a. m z � d Q z 0 F= � w z 0� -� t- o U3 Z H � ^ w Z � � � � a ~ m 0 A-12 os�ciruLL sr.�: REDUCED ''ffi ao' PLAiNS �� JUNE 2023 �SHEET�72 QF 2& wN Galtr�ns�02,Encrcaachrrtent P�rmifis(�ffiice ; P S��EP°TE� � THERMOP'LASTIC PAVEMENT Perm�t#: o223-Ns�-o3�5 � Q THERM�PLASTIG T FFIC STRIPE PAVEMENT MARKERS ��; �� ^ MARKING sroP eox IVate:C�nEy plans stamped with this appre�v�l �' �aR iNc� 9M 22 32 TRa K; 39 39A 38 e�KE x wax CYCt.� 22 32 38 9M sfiall be valid for permit eonstruction work. J I.ANE STOP, TRACK, zo i ARROW BARS, FWY, 8US HIGH VI5 BLUE � � SYM80LS llMR LINES, SYM80LS C?NLY CYCt_E HYDRANT � o 6" SOLID 6" SOIID & �E� p a 4" SQLID 6" SKIP pOUBIE 6" SKIP 6" SKIP 8" SdLID fi" SKIP 6" SOUD ARROWS UNES, HICH SYMBOLS TRACK 7yp� D TYPE D IYPE G 'fYPE G � NxINc� XING � w � WHITE WHITE YEIJ_OW YELLOW YELLOW WNITE WHITE WHITE- WHITE WHITE WNITE WHITE GREEN 7W0-WAY TWQ-WAY ONE-WAY QNE-WAY TWQ-WAY 2 LF LF �F LF' LF lF L�" LF SF SF SF SF SF EA FA EA EA EA � �� w � 532 725 9,485 2,856 4.800 9.930 216 629 79Q 308 4,086 190 4689 395 119 26 3 70 '�z�� Z= Q 28573 10061 553 �� o w � R{c b �� `��'� LEGEND FOR STRIPIN� STRIPING NOTES: Qw n� P — TYPE � ARROW 10' (14 SF) 1, PAVEMENT ARR4WS SHAIL 8E CENTERED IN LANES: +sr�3a �■ — Tl'PE I ARR(?W 18' (25 SF) 2: PAVEMEN7 ARRQWS SHALL GONF4RM TO C�RGS, PAGE T72.00. — TYPE !V (R) ARROW (i5 SFj 3. 51RIPING DETAIL NUMBERS REFER TO CALTRANS STpNDARO «� � J� — TfPE IV (L) ARROW (15 SF} PLANS A20A, A208, A20C AND A20D, � ` — 7YPE VII {R} ARROW (27 SF) 4. GRQSSWALKS AND STOP BARS 5HALL 8E 12° THERMOPUiSTIC. c � , � (10' FROM INSIDE STRIPE T0 INSIL7E STRIPE} � � � XX — �ALTRANS TRAFFIC LINE � � � OEfAIL PIUMBER g BL — BIKE I�RNE SYMBOL & ARROW ~ � W �a — BIKE DEfEGTQR SYMBQL � � h Z t]G SH — �F�ARED 81KE SYMBOL ¢ � W NV — HIGH VISI8ILITY PEDESTRIAN CROSSING � � AT CYGLE TRACK PER OEfAIL SHEET T4 � ,��,r \J�, — HIGH VISI6I�IlY CYCLE TRACK CRQSSING � Q (GREEN) PER DE7AIL SHEET 14 �- �W — CROSSWAIK ~ � '[-� U � J �g — sToP eAR �'C;� pLAGEMENTABBREVIATIONS SlGPI LABELING � _ — --- —_.__, t1. GREEN CYCLE TRACK RM FREM4VE SIGN _.__ -�------ --I —_� GC — �__.— __.__ EXAMP�E t7F EXAMPLE QF S �INSTALL NEW SIGN � x REMOVING A SIGN INSTALLING NEW SIGN x SSBM V�STRAP & SADDLE SIGN BRACKEf ,MEfHODTa F- x NOTES: U °z W SSBM IS USED WHEN W11-2 R1-5 W s F. MOUNTING 70 UTII.IIY POLE �is-9P � `� OR STREET LIGHT � � Q m (]. _ �7 SiGN QUANTIT(ES � � d CALTRANS GQDE D11-1 R81{CA} R81A(CA) R81B{GA) R9-6 R24 R32G RABA V1116-5P R61-7 R61-� � z @IKE YIELd TO 2 HR PRKG m J DESCRIPTION 81KE RQUTE BIKE L4NE BEGIN END PEa PARK PARALLEL �_� RABA STOP LEFf ARROW ARROWS ARROWS f- t� C� Z REMOYE SIGN OUANTITY 9� t d Q 0 1 t � 1 2 p � � NEW SIGN INSTAII QUANTIlY 0 7 1 1 7 q 0 2 0 d 2 � � j .� m 17 FA SIGN REMOVED 14 EA SIGN INSTALL � a d m $ NOTE: SIGNS SHALL BE INSTAILED IN QUICK-CHANGE BASES"PER CORGS, PAGE 152,1-0, NO PARKING SIGN PER CORGS, PAGE 152.02 A-13 � 4RIGINAL SCAI.E: REDUCED ,"_2�' p��'`. QATE.JUNE.2023 SHEET 93. 6F 26 CYGLE TRACK T EAT E T DETAILS WN _ � z � � 22" 2z° — o MARKER POSf PER �.. sPeciFlCA�noNs (rr�) _�._�.BIKE LANE z4� 12� �NcrH � '� �2M 12" 8, .n,P� r PER PLAN � ��' TM� �a � I B�KE (ANE—►- 39 4" TYP o 0 � (2° MiNiMu�t) �PA LL.EL PARKING LINES � � TYP. 39 SCALE: N.T:s. � � � � 8 � a ZVs �y� W 2"' I itP ^�. TMp � A �r d @ �dr Z= Q _ a o g a�."'i.. �. W�p� LENGTH 20° �� NOTE: A�L CROSSWAtK MARKINGS SHALL 8E P� �� P� R� �. PEf2 PLAN 120 MIL (MIN) THtlCK THERM(}FLASTIC a ER a IENGTH � PER PLAN � a ZLL HV HIGH VI5IBILITY PEDESTRIAN CROSSING AT CYCL.E T GK a� „ a "� TRAVEL �ANE SCALE: N.TS. o"� P �2QM�� 4w( �s��* (�BUFFERED CYCLE TRACK 4_/SGALE: N.TS. 20� � W � Q z � w � TYP BA BL ` - LENGTH � w � �CYCLE TRAGK GUIDE LINE I PER PI�,4N � o � a �•.-�J SCA�E: N.T.S. � DRIVEIMAY Z W =__________ —_________ � _ _ � � Z ------------ � � � � ---------- ?" FQC CI d. QETAlI A z� Typ THIS SHEEf� '¢� � {TYP.) 2' T'fP �] W � � � � � � W 1� � �� cT�'-� NOTE: fiLL CROSSWALK MARKINGS SHALL 8E o � '"r"' � ♦ . ♦ . . T i . w�"°"o� 12o M!L (M�N) rw�cl{ l'wERMOPLasnG � 1 �.■� _ '' l T}il5 SHEEf�,"'`r �'�-.-- � HVG HIGH VISIBILITY CYCLE TRACK CROS�ING(GREEN) F= � - SCALEc N.T;S. V f.} ...! r tJMIT 11NE OR m Q GROSSWALK = (�DRi\/EWA►Y C�(CLE T GFC AREA p. �`„�/SCALE: N.T.S. x x 2 `� �— x � � � ' � � {-��-a=-I � w Z � = J GRI�SPACING: 3a . �.� � v�i� A = 4:5 S0. �: �j � 0 Q�. �.�. 6" YELLOW� 3" g' BA BIKE LANE ARROW ry� " p�'„ @ Z - �„' fJ d F _ N � W 1 q 1 GY�L�T �K$TRIPING _ � I I o W � � J �� SCALE: N.T.S: � V r m p � _ � � � 1— F- U� � Cal�rans D02,Encrc�achmer�t Permi�s C}ffiee W � t8' � _� ��' F ��,A�CEP'fEG� N w � '�~ r2. Permit#: 02�3-�5(�=0345 � m � �--3°-4--) cRio seAc�Hc: a' (2 s� C�ate: �/29�2�23 � �; a- as4. Fr. gL LARGE BIKE LANE BD BIF'CE LANE DETECTf3R SYMBOL ��ly plans starr�ped writh this appr+�val �" o SYMBQL (2'cR�a) shall be v�iid fesr permit construction�,rc�rk. ' usE�oR e'acE�aNEs A-14 �B YIELD TRIANGLES six orz nno�E FEes wiD� oR�c��-s�: sc�t.E: N.1.s. RED�UCED �• _ za' � �1'�AN� : DATE.JUNE 2023...� � �� SHEEf 14 OF 28 T f IT 1 � I e � QF RAMP °T' 17+62.2 44.1"L �i T 17+62.2. 40.;'a vrr, FL=565.6Q 2 �1 MATGH E TBC=667.10 E; j 8C, T8C=587.11 � r � ( t� � � � ` � � � --....._ ___._ ._.._._.____...._.___ 6 3 ^ i� . ... . _.,__ ___ _�, _, _.. � ; �E � JP _ ._... ... E ` ....._ . ._ � .... ,..._.. .... . . v E� _. . ... .. ._ ,._ .___ _ .__ . '1"' 15+87.Q 3Q.4'R _ � ' W v�'i __ J r. ._._ __ __t_"��. ,' - _ �_ q, . � ( �� 15+60 2 �0.4�R < '��'�c a�� . MATCH 6 SW - - MATCH �E 3W� � � �� > J z�u �'� j 8 n � � � _..__..,_. ,_ FG 5&6.(lQ _._._, � �� Q o � __. � o w o � N�� _._.__,..___------ '` �. ? . . ...-_ _._, � 6� _� 1 � CalCrans DO�,Encroaehreienk Permrts Office � � 9 ��—�� 5 ca f 1 Q PL.{�PlS�CCEP7£p �� e 4, � `� ��' < o�r t ,' Permit#: f1223-tV5�9-0345 �s �� a , _..— :> .__.. ... ,_._._._._. .__.. _ _R fW._.._ .__._ ._, ___._—_.r. I a}i+`.'�'`� ,'"` C7at2: Bf28J2023 a x �"'r �" �I j __, _ -'" Note:Only plans stamped with this approvat �$ __� � ehafl b�vaiid far permit consteuction work, " " 1 _ _-_..._. r� „ ,� °T° 17+45.1 28.8°L L-t2��.Zy_:.,l.I. �� MATCH E TBC=567.00 �; OF RAMP, FL=566:55 �,"' u �� c ' TRINITY ST �`s��" Tae=�e�.00 TAIL "� � ET 'L 2 SGALE� 1"=5° � 1 z' SGALEs 1"=5' � n � o � a 'T' LINE te} s (z�" vc�,) 'T' LINE F— CONSTRUCTION NUTES -- - - = - - --+�- - —'—�� - - - - - - --t�'- �E� s tz,,, vcP) W � SIDEWALK (4" PCG� � PER CORGS, PA�E 131.Oq � � � cuRe ar�o curr�R (s" v� � Z ,,t ��a ea�cs, PACE �3s.00 TRI ITY ST °� a a. � MODI�IED CONCREfE CURB RAMP = (fYPE A} PER CdRGS. PAGE 141.10 V � � � � �4 RROTECT IN PLACE , FL,-56';7�5 � � �5 REMQVE (E) Si4RM DRAIN PIPE tE) w {8" c�) �. O�r f�) '�' t��. ��) F" > � . 'T' 22+045 28.5"R V U MdDIFIED CONCREfE CURB RAMP � � 8C, FL C-560.67 � � �-� --� � ('fYf'E C) PER CORCS, PAGE 141.30 EG, THC=561.Q7 m 'T' 21+29.2 27:3'R = MATGH E YBG °T° 22+23.2 27.5°R Q' � MQDIFIEQ GRQSS GUTIER x PER CORCS, PAGE 128.Oq MATCH f T8G � __ .,._,_ .. : � . . . .� �. � �� _._. �--� axc _ _ _.- G4NCRETE GUR6 RAMP PER CALTRANS � ___ _ _._._ , —��> �Q t,�� P, _____� �. � o � STQ PIAN DETAIL A88A CASE B -��_.____.___ + —r , _--__ _ � �`4� r��E) �a (rca� esP) {E) �o (�o" csP� 3 _ � ..- _ . .� _„�� _.. _w � � EXISi7NG DEfEGTtiR LOQP FiOME RUNS. �, `,`. ,—. �',. -� � O _ .�.. i �� ►,._.,. —•--..—�..�.._.. �. ._.. M14 r ; � { a m J � 8C, TBC=5B3:Q7 � --#�.—•. .. c c c Q PROTECT IN PLACE -- -"_' ck., ?° 22 DOA 33.5"R ,,[a- .. _.._____ 1,� � BC. f C=560.77 �'c n`�`'��'c�"' ; ` ..._... e� a kY�,�`� .e .. .a. Q . f =-.'1` i�c�' I ,. /' .1lJ � CURB AND �GUTTER��RER CALTl�`ANS STD� 290 c � ��xd � 10 PLAN DETAIG A87A�'(YPE A2-8 � �.AX ��}�„ s,�� F1=5s2.50 t+� :z g � �:`;�:� � ,�, 4� " '- � -.,_ __. �� , - 2� � 5 f T 22+�f.i. 3� (� _"�� +�.9� `` � � �G� TBC=561.30 � � � �� _ 4 _ ----------- Y � _,_ — --� , . ____ . .. _...._.._ —.l t"--.-... ' f- . � _ ,.__. __R�w.._._� i i i �� " l _`-�___ i _. -____ ...� ��W- _ . ___ m � � _ __ _._ . _ �.- ._._. i i � 7 F— i � . . � � � � � � � I t � EN�D�TR�APlSITION W -- � q. 1 � t3 LEGEND ( II � T8C-562.99 �" �' q, Z � i I � a> # m � II � E jl E � ! 3 E a � i �� sI � � 0 3 2:5" AG f 8:5" AB \ I! i i ; I � I r E m �� ;' � � ( � � MATCM �E) TBC� � I I � �� '( E I � I BEGIN i'RAt�SIT10N Ta i, � E A-'�5 `� ' , ` ' s' cuaa �a cuTr�� ` �r �� DETAIL 3 'T' zz+ao.o as:s'R o��,.s�: scALE: ��=�� MATCH � T�� EQucEo ,-_ z0� PLANs �,�: ��N�zaz� � SHEET� 95 OF� 26 W� S U Z ` a Wo. o Q � J LEGEND � �g 1d59 GONTINENTAL ST f. ___�. __._ a Q 1• OFF (E} E4P � Q ��' CC}NTINENTAL ST 4 �. �t � � , . 4 ., ., ., � _ � z: � 0. A o , _.. -T- a - __- - _ , �_... 1 _. �_ i� o _. -=�f2�W _ ._.�.��__ _.,_ _e ,. �� __ t`_,,.� �,. _,. � -. _ R��y„ _ k - �,,,., .,,, �� 85' `B �. �._, �w�.�_� __..� _..._,_.—��_ `' �.�u�.,. ' 3 �� u.. �c � ' _ _--- °_ � � � _ __a,_._,_, .. � t , �� _.. _ ._ . .. �__ _.__ _ __ . . _. . :: _ .. . z � _��_ .'.._ _ _ . . ...��. . _ .... .;. _ , ..._ . :�. .. .,.. �:� _�.. . � _� . � � O,y Q� .>�. d � � � � c�s22 �t SAWCUT LINE _ _ �_{� - „�E *�� T 33+t t�.8o 15.2°L as+oo _ �- - �j°Q 'T"uNe - -�— - - -�-- - --F- - �F� - -----` - ��' 1 OFF E LIR OF GUTTER ( 4 W� � a o# �4 � � -�,., ,� - . . .__. . _ _ � _ _.' . ' �.r ...., �„ ,,,., �.,.,., ,,.. . � .- a : .. _ ..�__ . _. ... ' _ � �S �..'. � '.,r . ... _,..__...___.__. _....... _ `' ��.�.._.. ` � . -�� .. _ _ . i��•: �. __, , ... . . � _ . .. _ ..._ � ,,...,,_, <,. ..< pa$ �. < _ ; �,Y� C1� i � Cl `� �i '�� ____ tit. : -�- � 141 t, -_ __. �. .,_ ( �� µ t.� _.._ ______ ____ . �... _.__ ��, �:_ }' � � _ �_____ . _._ "�- f � __ __ _, ._ _ _._ ._ � ': � ;`i r ��1 1^ �° a° i�"s.,� r - __� __ _. ____�__ _m_ .� __R�W�_._, __ �.. .1" ! ' o �z ( I {!( ".Y Z °2��6 � `�i � 15"i11"-. � +Q �,��53� � � � w � �I � � (� � i il( k: i I k ii I � � � � ``�- i 4�� I, � � � � i � I � � �� '� . � � � ,@� � � p 1025 7RINI'FY ST 1114 �ONTINENTAI ST� 1124 CQNTINENTAL ST 1130 CONTINENTAL ST� �1156� CONiINENTAL ST �� ' � � W . . �� o �� a�. DETAIL 4 w � SGALE: 1"=20` W � � Z ,Q � a ❑ LL1 � � LL � Q Q h-� �y � U J GONSTRUCTI�N N�TEs �_-- w_�._= __—__--��__--�-�2-�___._: __ ~'1.___ °�° �.��. -- _. _ ._._ _ �_�_ a � S�a�� c�• P��, 3 PER CORCS, PAGE 131:d0 � 1 � � ___..__ _.__.._.. �.. 5 .��a � cuae arvo cur�a ts• v��r} �,�, � � x PER CfJRCS, PAGE 138.00 j �• W = I , � � QMODIF1Et1 CONCREfE CURB RAw1P r (TYPE A� PER COR{�. PAGE 1�41.1� ' ��' ,-z--�� o c� ( ��. zc��iaoaor �."' °.� J 4 ��r,�� a _ ,,._,.,__ �___... . .�t.. .�. l .�CfCJt'."' ..._ . ..._._ . __ . . ._ . Q � PROTECT IN RtAGE _ ___ _�._ ._ _ _ _._,. _. ._._ a W __,._... �_. ____. . _e__ _..__..__.,_. _... ---...___. .____._._ ___...__ ___: __. _ .._,._ ❑ 'T 47-1+83.7 28.3'L. _ _,.�. � � 'T' 48+Q5.7 2$,3'� O MATCH E T6G=521:1 W MATCH E TFJC=521,4 �yr � � OF RAMP m � FL=520.75 f- a°" �altrans C�02,Eneroachment Permifis Clffice U? z C�NTINENTAL ST � rvs��r� a- � c� Per�ni�#: �22�-�5�-�3A� Z a Date; ��'��202� °° ''"A�L. � IVote:t�nl�piai�s starrsp�d with this apprc�val � Z ' shall be valid f�r persnit cr�ns�ruction+n�ork. a SCALE; 1"=5' A-16 ORIGINkI_6CAl.E. REDUCED t' : ZO' PLANS oare:,�uNE xo2a SHEET 18 oF� aa �N Caltrans DC�2,Encrcr�chment Permits G3ffice = � � fUS;��EP'TE� z 1. THESE TRAFFlC SIGNAL PLANS ARE ACCURATE FOR ELEeTRICAL WORK ONLY. � N� Perrnit#: Q223A�BS�-0345 � < 2. FQR ACCURATIE RIGHT OF WAY DqTp, CQNTACT RIGHT OE'WAY ENGINEERING AT "LIGHT'° "DARK" CONDUCTCIRS Of� EQUIPMENT ��t�` ��J�� ¢� o THE CALTRANS DISTRICT 2 c7FFlGE. f, Notec C?�ly plans stamped with ihis�pprc�val � 3: ALL WORK TQ 8E DONE AND MATERIALS SUPPLIED SHALL BE PER LATEST �_i STANDARQ QR POLE Shall be valid fic�r permit canstructic�n ve�cark. Zo Z EDI110N OF THE CITY OF RQDDING CONS7RUGitON STAN�RRDS,GAL"fRANS � 3 srANDARD PLANs ANo SPEClFlGA11oNs DA7Eo 2022. �� PUSH BUTTON ASSEMBI.Y POST Q � 4. C1GHT TEXT ANO UNES INOICATES EXIS11PiG AND QARK TEXT AND UNES � INDICATES PROPOSED. t ae �A STANDARD AND PO�E LABEL � 5. SEE GALTRANS 5TD PLANS IJST ON SHEET A-3 FOR AdDITIONAL A86REVIATIONS, �- � � �__,_._ LEGENDS,SYMBOLS, AND DETAILS USED IN CONJUNCl10N WI1N THESf TRAFFiC ----- CONDUIT z Q o SIGNAL PLANS. �a ¢ o /� a , �� 6. ALL S`IGNAL FOUNQAl10NS SHAtl WAVE 3' MINIMUM CLEARANGE TO GAS ANR L1� �1 CONDUIT LABEL ��. 3� o ELEC7FiICAL FAGIGIIES. �n �7 PROJEG7 CONSTRUCTION NOTE � � � 7. IF EX1S11NG L��P DETECT4RS ARE DAMAGEO DURING BNSTAlCA110N QF NEW LOOPS,REPCAGE DAMAGED LOOPS H1TH NEW TYf'E A AND D t?R TYPE G LOOPS �N��N AS DIRECTED 8Y 7HE ENGINEER. --I-C=- VEHIG�E SIGNRI. HEAD �*�.�y '�, a 8. ALt SIGNAL HEADS SHAU. 6E LED TYPE WI"fN METAL HOUSING,BACKPLATES.ANQ LL� � YiSORS. HOUSINGs, BACKPLATES. vIs�RS AND MOUNTiNG HARD4VARE SHAtl BE -�b�'' VEHICLE LEFT—TURN SIGNAL HEAD � BLAGK. BACKPLATES SHALL 8E L4UVEIdER AND SHALL FiAVE 2' YEILqW a��tsaaa p RE'1ROREFLEC7tYE STRIPS. VlspRs SHALL BE TUNNEt T1'PE: '-at, '�m PEDESTRIAN SIGNAL HEAD � 9, SRLVAGED TRAFFIC SIGNAL E4UIPMENT SHALL 8E QEIJVERED TO CALIRANS w ELEGTRIGAI MAINTENANCE YARD A7 5065 MOUNTAIN LAKES 60ULEVARD� -a � SIGN a � w REDDING, C&96003. PH�NE (530j225-3QG2. � " N z m \ a rr��y rl,.�ry Q LJ �-�" VIDEO t7ETECTION CAMERA � 10. lHE CQNQUG70R SCHEDULE IS FURNISHED pS AN INSTAUATION GUIDE QNLY. I7 "'" Z Q U SHAI.L 8E THE CdN1RACTC�2'S RESPONSIBILJTY TQ PROVIDE THE APPROPRIATE � w NUMBER tdF CONDUCTORS REQUIRED FQR GOMPLETE OPERATiON OF 7HE S�GNAL �_� � TYpE A LOOP DETEGTt�R W w 3 0 0' a 11. ALL SIGNAI HEADS �ALL BE C6VERER AFTER 1NSTALLA?lON ANd BEFt�RE SIGNAL 'iURN ON. 51GNAL CQYERS SHAU.8E FROM 7SSCG 4R APPROVED EQUAL �_� B IYPE C LOOP dETEGTOR I— NO CARDBOARD OR GUNNY SAGK GOVERS. � W 72. AIJL CONDUITS SHALL HAVE BUSHINGS INSTAIIED PRIOR TO 1NSTALUNG �,�; � TYPE D �OQF DETECT�R � C4NDUCTORS. S7EEL CONDUITS SHAI1. WAVE LAY IN STYLE LUGS THAT ARE GAST INTEGRAL WITN THE 8U3HINGS. Ail CONDUITS SHAU.BE Cd�TRANS SPECIFIED r�� pULL BOX � � TYPE 3 N�TN THE FC)LLOWING EXCEPTIONS: L�J Q • INSTALL TYRE 1 CONDUIT BETWEEN THE SIGNAL POLE FOUNDA11oN AND 7HE L� SERVICE EQUIRMENT ENCLOSURE NEAREST PUU. 80X. � � � W • ALL EXPOSEq CONQUIT 5HAU. BE TYPE 1. ,'�� , r CONTR(3I_(ER GABINET AND FQUNDATION IY t;/� 13. 1MTH THE E%CEP110N OF NEW CONDUITS FOR ANY NEW AND RELOCATED PULL � � 80XES. CABpNETS, OR PqLES,ALL CONDUGTQR AND CABI.E CHANGES WILL OCGUR INDIGATES T0 8E REMOVED Ca � IN EXISIING CONDUITS ANQ PULL BOXES. �, � F� � U f„� J m _ a x x �- _ Q = � " w m � � � m � °� ww a W � z � � cia � a � a u. . �} � Q OC Z � � � N N 0 a m 0 E=1 oRiciru�scn�e: NONe DATE:.05-05-.2023 � � � . SHEET� 7 OF 4 s WN t r'.�� j RS EXISTING CONIRQCLER CABINET, CONTROtlER ASSEMBLY, AND BAT?ERY BAGKUP SYSTEM (N SIDE-MOUNTEO �� 4 � �,�, ,,.` z CA81NE1: RESET ALL CABLES AND CONDUGTQRS. ''' } ' � I�� z F DESI6N SPEED� = 30MPH '°�` ? f � , � t�� ,§ - o ��,, r a RC SIGNAL P� AND MAS7 ARM. FA AND REPAIR SURFACE IN KIND. RS S��NAL EOUIPMENT. �1 i) '�{� i " ' ' "� � 4 ( �`4�r LL� ` W' ' I ,.,,:.. , I i £ _ o(' k �..u�. i 1 E . t.'" s.._.'_�- _ ¢ RL�YID60 CAMERA TO NEW POLE qN SNEET E-3, RL td6�APS TO P01� C ON SHEET`E-3. ,f� ; ��ii�� i� j � �`� � � y �� -.t� � � = { , , � � _ � � � RC SIGNAL MAST ARM. RS SIGNAL EQUIPMENT. -�L J L J ( �� G I � �o z Rl �IDEO DE1EC11QN CAMERA AND STREET-NAME-SIGN T0 NEW POLE ON SHEET E-3. ( 140' TQ ` j�i�n ' CROSSWAL}f j � ' !,i _ �. �� o Q � �I � (f f � (61 AND 05 PROTEGTED/T�ERMISSIVE FLASHING.YELLOW ARROW OPERA110N c, �4 EXIST 3-3" C, RG EXIST 12GSG, 3CSG; VIDEQ CABIE TO POLE 8. � �c ( �� I( � ,�'`� 1 f t�� (j �� (,aJ �5 EXIST 4" C: RC E}qST 12GSG, 3GSC, VIQEO CABLE TO �QLE B, i 'i j ��'� �� pL � }� � � � cv c� � � �� ' i � _ -___—�__ ,, C �� z ' �6 RS EXIST 4--SEG170N SIGNAI HEAO. 1 � � ,I' , 'j m a �m � 1 i !I� : Z� m�� Q. ' i >s 7 �EXIST 2 APS CABLES FROM AOLE 8. ` E � � `-' � ❑ � � � ii �� i_. p� Caltrans�02,Encroachmen�P�rrnits Offic� w � � (� ,' i � III �� t�. G'b.P$5��.�4.�bnS:R`��B..f O .0.. 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U _______._._.__ ___ _- __;s , � �,,.-R = `i��BP mA6: �0a1 �q;.�,.�^.�=1- �.w, _ _ _ _. _ .__ _ ._ �II }r._G 1 ---,— _, J - '1°, ?- � . _ _.� ,_ _�_ _ _____,._._ �7"� ��s �� ,; f I� �b2P; r' —=-_------------ - ----=----- ---=- �` -C-=`---�-�"— m _ ------------------ ---------------------------- -- - - R/W �" W �---- R�W � ��'�� ;_� ; t,��i -- APS+02P�04P,, R/W �,�� I ,?, I R/W �Ya��3 � f'� 1 ��1''' }Yt_ i _u"u�• �' I I I I I I �� _ , � , � 3 � W � L1 I �I�hI, J � �\ ��<<� �"�C f�� 4 � ��'--F-- ----t—r-r++—itt-' , '' -;�'�d ' �� x n E a aPs m�P.�sR �� _� i �i i t i ��I � � � ,� x f � � �i i i �i i��Ei��'�f ,� , � �� r i i i i i(�5, � � „� �€ ��3 F,,, 1� k--' I I I I I h°i il� � z I � 1�° � '�� _� I I I I I I�I "� � +�je� � ? � �� ;�°_� _141 I� I I I G! ]� �� I I I I I�I�i) � � m � �,, � � I LIJ �IJ ! � �/ � � �k �i 4tl y � I� w ^ � t;� � m � J �� , F � � � j� � � � 'FiI � w � � , � � W � �� j �;;� � � p v� �; � ! � icl F— d= � `��( ( 1 �,�� (�� t� :CL —� � �� , � � �i��) � �., '�' � �� I E ;EE, � � �� , �III � � l Ix� ' Z m � �� f�i) � � N � ��1 I� ~ �� - I a � �� i 1;�, � � 14Q TO '.. ;; LRossw,vx� `� ; e-2 r—(—'r�� REMOVIIVG SIGNAL AND LIGHTING oR�c�wu. s�.�E: II LJ LJ r E j ��R�ET�T ANd TRIN��T 7"m 20' I.� �--i-- �DATE. 05�-67-2023 DESIGN SPEED = 30MPH ' ' (EXISTING) sHe�r z oF a . 9 k W� � INSTALL CALIRANS DEPARTMENT FURNISHED TYPE 332LS CONiROLLER ASSfMBLY ON EXIS7ING FdUNpATIdN. � INSTALL GAITRANS DEPARTMENT FURNISNED 1X-88S CABINET ANd B8S COMPONENTS 4N LEFT SIRE �332LS '' ' � CA81NE1; FtJRNISH AND INSTALL 4 8BS BATTERIES. FRONT DOOR OF ASSEMBLY SHAU. FACE N£ST. DESIGN SPEED = 30MPH } � I�� 02 t ��7 �8P 08P 08p z o .t_.�. .r_.... - a �2 fNSTAIl. S1l-9-T t64 MOUNTING 20` HEfGNT FRQM SIDEWALK. � i�� I � ; 06P 1�� t� � . ��a�F> �5 (02R ��4 �B sb4 AS 4�8 �� I -°�--•- r�— ;,�/�6J2G &12U f;l j I + �� ` � � + 04P �qp �3 1 OLC'B � �3 PRQTECT IN PIACE EXI517NG TYPE III-AF SERVIGE EQUIPMENT ENCLf7SURE« ��t3 � \r� r-� rii �� ; � �4 INSTALL 3"X6° MODIFIED TYPE D LOOP OETECTOR« SEE DET�L G SHEET E-4. PI L J L J �� I Za z kl 14t1" T0� ii � -- � � a SEE DETAJLS H AND B, SFIEET E-4 FOR TYPE QjA LOOP SPUGING AND CONFl6URA110N, ( �i CROSSWALK �ii � � � � �, �p �5 PROTECiED/PERMI3SIVE FLASHING YELLOW ARROW OPERATION � � � � � I EXIST 2"C. 2 DLG,iC i � _ �� i� ` � � Gal�rans t�C}2,Eneroachment��rmits tJf�ice� �� 7 NSTALL NEW 30°�SMA�ENSTALL �7 3 GNAC ON�P TENQN. RL SNS 8Y STRAP-AND-SADD�E METHQD. � 'i$p� i PC4�d5�C�EP"PE� > � � � P�-- --� �� ;i; ; Perrrlit#r 0223-��(V-�345 W o s ------ � o a INS7ALL 12" 3-SECIIQN 81CYCLE SIGNAL NEAd.SEE DETAIL� ON THIS SHEET. � ;I t il � p�g�; $�'�g��3 o a �m � � rI �� t t�o�e:{Inly plans stainped with tMis apprcaval ;`` 3 v o � INSTALL VIDEO CAMERA &' FROM END (��SMA, SEE NElY�P4LE VIWS��CAMERA�INSTALLAl1QN, DETAIL E SHEET E-4. � I ii � BNSTAtI SNS BY S1RAP-RND-SAdDLE METH4D. � i� i�i PL ��Q R,�. sh�l!be valid itar perinit ccanstructic�n r�ark, o o � ' � f f ll ��3 1Q INSTALL NQ RIGHT IURN 4N RED LED AGTIVAIED 6LANK-OUT SIGN (R3-1). I I G ;�� I fl �� Hc�e 11 RELQCAIE 06P APS. � ` il i iI �I Q�Q Y.& or*" { "�y � I ti � c`� ' �2 �VIDEO CAMERA APPROXIMATEIY 6' FROM ENd QF SMA. �� I �i� Ii �; � INSTl1ll EXIST VIDEQ CABI.E THROUGH WATERPROOF CORD GRIP. 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I� CROSSWALK I i ij i � E-3 �o scatE ,� ��,i NQ scA� MQDIFY SIGNA�ANd LIGFITING oR��sc�.E: I(} MAR�r9.GT w7.1 lYNL!TR�AY'T 1 .7�i 9�"=:2Q'N �I zi u 2lzl �r � 1 I +-- --- OATEs 05-0t-2023 �' DESIGN SPEEd � 3�MPH r' sNEET a oF a �N P AND E4UIPMENT SGHEDULE GONDUGTQR AND GONDUIT SGHEDULE � PEDESTRIAN � STANaARD VEHICLE SIGNALS APS - SIGNALS �p GONpUGTOR DESIGNATIQN GONOUIT SIZE AND RUN NUMBER z � SMA �MA LUMINAIRE SIGNS SPEGIAL REQUIREMENTS J^ o NC>. NPE �� Fl.} 0 MQUNIING SE MQUNTING 0 ARRQW ^� r^ � ,r� „ rn n n� n� n Q AWG SI2E POLE 11� c?� L.3.� L�5 L�.� ts� c'� L8� i�s c1 g � 3 PHASE 0 t?R TYPE GRCUIT 3_3"C 4•� �"C 3�"G 2"C 3"G 3"C 4"C 3�"G 2"C � -_ o4c e nr-�r �°i �� N�gp� (AiOD) 4P SP-7=T 72GSC 3.4P�OLG 6 dr•� t zo z OLC 8 (vEH-PED) NRTB(JS �°_t � Q 3�a�8P � y y o 0 3 �8 1Q-3-10d 30° 12' 8 8P SP-1-T AY 5:6P a�4 1 1 1 � 8 SV-1-T iT R61-5{CA) 6P.8P �_� 7+1 +1 : +t w � 2;5.2P �'a� 1 7 1 t ?- w ca `c� t-8 5 N-7-T 6 F SP-1-CS 6 P.S P "'— *�J mz � � . . __"" � �.. �w� � o. 5 MAS-4C 2P.BP �ei 2 � 2 2 � z°' m c° � ;df 26-4-100 4Q' 12' 2 MAS 2P SP-1-T ROAQWAY TRINITY 7,SP �` 1 1 1 1 1 ��'' =V o 7 Riq-27o �fi o � G Z 5�-�-T 4.7.4P,QlC B ��•� 1+ it i+t t+ �e; F8A POST 2P.8P ""— NRTBQS �9> -� � W�IM �f?, 1-8 T N-1-T 8R SP-1-GS 2P.4P �h� 2 2 � � ��.y ..F� ? � 1.2P `.�:J 1 1 1 �; � 4 FApS 1.&,6P �.,y � � �#'a: , w �^"`' 4 SV-1-T RdApWAY MARKEf 3GSC �� a3"3fs�aa e �go 19-3-1Q0 30" 12' OLC 8 4P SP-1-T 1 R61-5(CA' �p�'� &P 4P eks 2 2 2 � _ �� TOTAL 12f3 G4N0UCTQR CABLES + 3 2 � �1 r+ �2+ 2 4 2 °' � W 8 �8 STREET UGHTING 2 2 2 2 2 2 2 " ti z �hs P8A POST 2R,4P _� �� CQNTROLIER PQWER 2 � 4 W 0 �.• ' CAMERA 02.m9 1 1 1 t i Q c'-i :!i �"'g t 1'V-1-T 2P SP-t-T GABLE 03.�8 y f W ;' � o aa a 7 MAS-4C (RG-59 f U 04.�7 1 1 1 1 �ji 26A-4-100 4Q' 15' 6 MAS 6P SP-1-T RDA�WAY R10N27a +18/SC} �b1.t�6 1 1 1-- 8 SV-1-T TOTAL CAMERA C,48LES 3+1 9+1 1 1 1 1 2 � ok) PBA FOST 4P,6P __, APS CABLE 1 2 1 1 7 2 W 01 1 1 i � �... ._.�.,.�,a�,�m,,,,��m.� N� ALI. E(�UIPMENT IS EXISTING UNLESS NOTEd QTHERWISE. Ca�krans[�C�2,Encroachment Permies C�fFice �2 4 4 4 Z � PM,��S a�CCEP�fE�} 245C24" BLAtJK +�3 t t 1 t t Q O. 2. NRTBOS = NQ-RIGMT-TURN-BLANK-OUT SIGN. , OU7 SIGN WITH m4 1 Q W Pe�mit#: �?223RNS�7-€}345 6 -�— NO-RI6HT-NRN DLC 05 9 1 1 W � � USE POLE PLATE, SEE CAI.TRANS STD PLRN SHEET ES-4E FOR DETRIL. TYR. INDICATION � t�ate: ��4/Z023 � � 06 4 2 4 � t!) tVs�te:Clnly pCans s�amped with#his approval �7 1 � � sh�Cl be valid for permit eonstruction vvork. � �8 t t i t t � O �( &�.L OLC 8 2 1 1 1 �'° TYP:� � � 70TAL D�C CABLES 14t2 5 7 2 2 1 5+1 5+1 U v � J VIVDS �-+�N E�-�A� PERGENT GO DUIT FILLED 31� 24% 23% 16� 92� 17� 21� 78%' 32� 12% _ AS EMBRY 1° o NOTES: n. � �! T � 1. A�L CONDUGTORSJCABLES ARE EXISTING UNLESS Nt�TEQ OTHERWISE. (Min} v SIGNAL MAST ARM Mt?UNTING BRAGKET NO SGAt.E 2. 7 OR +1 = NEW CONCtUCTbRSjCA8LE5. X J � �N N1t�ON STRAP (Typ) 3. EXISTBNG 4�3 QLG 316U CABLE WILI� BE ASSIGNED TO NEW �8 DLG. . - Q '- 4. E X I S T I N G �4 D L C 4 1 6 L C A B L E W I L� B E A S S IGNED TQ NEW �7 DLC: ,- � � • 61 j64°' STAINLES3 5. NRTBdS = NO-RIGHT-7URN-BLANK-OUT SIGN. SIGN WIL� USE ONE Q = W � � OF THE 12CSC CONDUCTQRS. ^ � � STEEL BANDS 7,�°' 15" 13:5" 61/64" STAINLESS MAST ARM W m � O S7EEL BANDS Y Q MANUFACTl1RER°S � COURLBNGj WATERTIGHT, HYBRIQ CA6LE 24,51 22:5" TYPE D 1�" � � m I- J 1'" ¢� (Max ,/ (5 TURNS) TYPE A TYFE A W W p 6" DRIP LOOP COUPUNG, -"� WATERIIGHT� ❑ W C� 2 �� , 1" fb (Max} � � L8 '�.:J 25" 25° UMIT�INE � p„ � �'" aRs� �ooR TYPE D A(�TYPE A�tJOP � � EI�VA110IV 8E�11t�IV A-A TOR; Y — � � NOTES: PULL 80X � N � 1. MOUNT CAMERA ASSEMBLY USING CLAMPING OEVICES: � Q� 22.5" 24.5" � u, 2. EXACT MOUNTING LOCATIQN OF GRMERA ASSEMBLY AND BRACKE7 WILL 8E APPROVEd BY ENGINEER IN THE FfE�D. —. SPl10E (Typ) NO SCALE �'" o Q 3. DRILL HYBRID CABLE ENTRANCES QN SIGNAL POLE FOR WEATHERIIGHT CGtUPUNG AS REQUIRED. Q F 4. FORM DRIP LQOP WITH HYBRID CABLE AT THE ENTRANGE rNTO SIGNA� MAST AaM, � L DIAG�AM � S. RUN A SINGI.E HYBRId CAB�E CONTINOUSLY FROM THE GAMERA TO THE GCINTRQLLER GABINET. SPLIGES ARE NQT A�LOWED: �3,g" 15"' 7,5" � Na sca� Mt�DIFY SIGNAL AND LIGHTING E� C�T/�.E- PC�I_E YIM['�CA�1 NSTALI.A'I1C)N C)Ei'AL Q-1YPE D LQQP ft�OD) ORIGIt4AL SGAL€; No scA� No sc,r� MARKET ST AND TRINITY ST NONE � � OATE:.OS-01-2023 �� . . SHEET d OF 4� , A WN J- U A � — — _. _ z � B �r B �-' � - - A �, m � � J g A °�� ,�. \ �� A � �.a . �' p Caltrans Dt�2,Encrca hment Permits t�fFice o 0 F a� �1.��5��EPT"E� o PRINCE ST g �„4 y Permit#: �223- �=0345 W � A � �+ B � f C�ate: �j29J Q23 � '�. � �.� � ,,, � MVote:t3nly plans stamp d with this�pproval � o W °°� � �".� �'.� '` sh�li be valid f�r p�r �t canstruction wFc�rk. 8� �� B � � �x �� 2 �� .. .,�RtN`� S�ER � �K� P A - � � � B � � �� N � ��a. OZ � 4p g A \ A p� G r B � B A A \ \ A � . � �� B A B � .� W � � , B A � �N�,�..�P,S� Q � � � . �.. .� „ �� . a e"�.. �� a t1 ,-- "� � �___---� m W q — � �_ _--�J � — — — --n�— � � � -- `----------___ � a � o a �, a�n �ErrERs (n'P) ,�u��'�� n A W � ' 'T� T � J T B ' F p � (GITY PRQVIDED) B ''� /� !� �.. C� �rrP. oF z THIS PRC3JECT HAS BEEN MADE �" ��rE�s �, t-- � y��, PQSSI LE Y FINA C1 G F . ,��, (n�> �, C U U ` CALiF�R IA CLI ATE `� � �, m �,�,F��P INVEST ENTS a� ' � B � (FUNDED THROUGH THE GREENHOUSE GAS REDUCTIQN F'UND) 4 A � 9 A t a' AFFORDABLE HOUSING AND SUSTAINABLE COMMUNI7IES PRO�RAM � us � � THRQUGH THE STRATEGIC GRQWfH COUNCIL AND THE CALIFQRNIA '° \ F– � a DEP,4RTMENT OF HOUSING AND COMMUNOTY DEVELOPMENT \ W a CQNTRACTQRt CONSTRUCTION CQ. TEL. N0. ##�– ### � "�� '� ^ CONSTRUCTIQN MAM1iAGER� NICK' VISCONTI TEL. 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(/) � l��m � O..t7 � � :� � �Q �. iss �.i w"t7v a�� m `a N� V� � ��. � W.�. �� p�� ,�,. �� .p,U�D. t�Ja 't/)p�y�. � �Z t�6 E � +�U "m c� m c Q o C v3 �4EE > oa � m '�s" �, za a �ri �. �� Q aa E� ' c c•� u�i� o m �� ` m E Q C� � � � C y � zu a�o a.. �c v c� o m = E � �r o L -c Ein �a m C Q � oZ E,� t� N en a�N � oo �; � � � :o�- � E v v� N � Q �� a ¢ m �� o � � a, c � o-N � a�i � � � " � m � p�.. . � `a.� � ��. @� Q.,,,�,,�. . �= @ ��. v�- C g Z O C'� � � Q7 Q � 'f0!.-'. f3. � Q F. ��.� tn. —61.. Q �y . � d.�� . ?�e6 �°LI G�o Qp� VJ � : � Of `�,. �.q�p.(�g � U7� .. � �'+.. d W . . . � V�� . Cn� � N � C �� L'd� . 41 � ��._ � � U C� ��. .. t�7 r �W C N.. � O �.p t6 O} Q��. O. ' u- � o �`€ � � �v! �: q); `n r�. a o � � � E�Q---, � aa � � I� c�a c � ts-� w � � � a�;�v, � � � � �� a �y �J,�p °� 3 � ❑ ° � a' � �� `o � o O e(� c� p �V`}.v�s: i� �'O p °C Z d �� C �p� � � o �� G � >. Ii � � �. `Q W� . . ,.- C+-' �� . . m�: !`� fn.� ` � (� � � a� o � m .� c� � c j� in C1 �F cn. �� d '� u} � cj W o� �p�� L � �� Z "� O o � E -� O ""' � �o o '�iaC? Q �!. � C � a �a� g� � tCi.��. �s C � �C J o W: 'O� .�. � :�� Z7 U � � ��. �� Q = . �� y . � � 4C?�. LL �.3 t.?�� C? � W � t� �' � W vr sa OU a � �, o � � c`v �._ � � 4} .`: ` � `�D.Li�-. ��'� N ��., � Fpy M Lf dl� � ..Q C_' �.�,.. ;� U :o �. �LJ W Q) tlS e.o .� �CA� '� Q O rr� Z U I� � � '3 � cn c � STATE OF GALIFORNIA•DEPARTMENT QF TRANSPQRTRTIt?N NQTICE OF MATERIALS TO BE USEL1 CEM-3101 (REV D8l2019) NOTICE OF MATERIALS TO BE USED INSI'RUCTIaNS TG!�ONTRACTOR Section 6 of th�Standard Specifications states that,"B�fare the preconstruction conf�rence,submit material source information on a Natice of Materials to Be Used fiorm". In order ta avaid delay in approval of materials,the Department of Transportation must receive, in a timely manner, Farm CEM-3101,"No#ice of Materials to Be Used."When filing this form,piease camply with'the foliowing instructions: 1. The cantraet number and job limits should be tha same as they appear on the special pre�visions. 2, The column headed"Contract Bid Item Number"refers to the sequential item number of the contract. 3. The calurrrn headed°'Item Code°'refers ta th�number for which the materiai is ta be used. It is a six digit'number. 4, The column headed'°Contract Item Description°'refers to an iterrr description af the materia[as described in the special provisions. 5. The column headed"Item Component"refers to the specific descriptian of material to tae used,not necessarily the name of the contract itam. Far Example° Contract Contraet Bid Item Item Item Item Number Cade Description Companent 01 520'109 Bar reinforcing s#eel Goupler(service splice) 6. The calumn headed"Item Gompanent Quantity"refers to the item component quantity of material being pravided fram the menufactu�er/ provider. 7. The column headed"Manufacturer/Provide�"refers to the manufacturerlfabrisator of the item.List the name,address and email address of ' the ManufacturerlFabricator.Alsa,Jist the name and address of ihe locafion where inspectian wilf occur,ifidifferent from the Manufacturer/ ' Fabricator. 8. Form GEM-3101,'"Notiee of Materials to Be Used;"must be submitted to the resident engineer(RE).The RE will email Form CEM-3101 ta the materials administrator to,MaterialsAdministrattrrMETS(c'�dat.ca:�ov arfax to(916)2Z7-7084,Attn;Materials Administra#or or pastal mail to:Material Engineering&Testing Services,5900 Folsam Blvd.,Sacramento,GA 95819,MS-5. If the souraes of materials are not known at the beginning of a contract, submit a Form CEM-3101,"Notice af Materials t4 Be Used,°for a given bid iterrr as soon as a pravideris known.Multiple submittals may be nec�ssary. Resubmit a Form CEM-3101,"Notice af Materials to be Used," for all changes ar revisions. When placing orders for materials that require inspection prior to shipment,be sure ta indicate an your requsst form that state inspectian is required'before shipment. ADA Nofice This document is availabie in alternative accessible farmats: For mo�e information,please contactthe Forms Management Unit at(279)234-22&4, TTY 711,'in wriiing at Forms Management Unit,1120 N Street,MS-89,Sacramento,CA 95814,orby email at Forms.Management.Unit@dot:ca.gov. STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT GENERAL PROVISIONS ENCROACHMENT PERMIT GENERAL PROVISION5 TR-0045 (REV. 12/2022) 1. AUTHORITY: The California Department of to be performed under this encroachment permit and/or Transportation ("Department") has authority to issue under color of authority of this encroachment permit. encroachment permits under Division 1, Chapter 3, Permittee understands and agrees the Permit Conditions A�ticle 1, Sections 660 through 734 of the Streets and are applicable to and enforceabie against Permittee as Highways Code. long as the encroachment remains in, under, or over any 2. REVOCATION: Encroachment permits are revocable on part of the State highway right-of-way. The Permittee's five (5) business days' notice unless otherwise stated on authorized contractors andlor agents, are also bound by the permit or otherwise provided by law, and except as the Permit Conditions. Non-compliance with the Permit provided by law for public corporations,franchise holders, Conditions by the Permittee's authorized contractor and utilities. Notwithstanding the foregoing, in an andlor agent will be deemed non-compliance by the emergency situation as determined by the Department, Permittee. an encroachment permit may be revoked immediately. 6. BEGINNING OF WORK: When traffic is not impacted These General Provisions and any appticable Speciai (see General Provision Number 35), the Permittee must Provisions are subject to modification or abrogation by the notify the DepartmenYs representative two (2) business Department at any time. Permittees' joint use days before starting permitted work. Permittee must notify agreements,franchise rights, reserved rights or any other the Department's representative if the work is to be agreements for operating purposes in State of California interrupted for a period of five(5)business days or more, ("State") highway right-of-way may be exceptions to this unless othenrvise agreed upon. All work must be revocation. performed on weekdays during regular work hours, 3. DENIAL FOR NONPAYMENT OF FEES: Failure to pay excluding holidays, unless otherwise specified in this encroachment permit fees when due may result in encroachment permit. rejection of future applications, denial of encroachment 7. STANDARDS OF CONSTRUCTION:All work performed permits, and revocation of the encroachment permit if within State highway right-of-way must conform to all aiready issued. applicable Departmentai construction standards including 4. PERMITTEE AUTHORIZATION FOR OTHERS TO but not limited to: Standard Specifications, Standard PERFORM WORK: This encroachment permit allows Plans, Project Development Procedures Manual, only the Permittee andlor Permittee's authorized Highway Design Manuai and Speciai Provisions. contractor or agent to work within or encroach upon the Other than as expressly provided by these General State highway right-of-way, and the Permittee may not Provisions, the Special Provisions, the Standard ' assign or transfer this encroachment permit.Any attempt Specifications, Standard Plans, and other applicable ' to assign or transfer this encroachment permit shall be Departmental standards, nothing in these General null and void. Permittee shall provide to the Department a Provisions is intended to give any third party any legal or list of Permittee's authorized contractors/agents, in the equitable right, remedy, or ciaim with respect to the form and at the time specified by the Department but if no encroachment permit and/or to these General Provisions time is specified then no later than the pre-construction or any provision herein.These General Provisions are for meeting. Permittee shall keep the list current and shall the sole and exclusive bene�t of the Permittee and the provide updates to the Department immediately upon any Department. change to the list of authorized contractorsJagents, Where reference is made in such standards to including but not limited the addition, removal, or "Contractor" and "Engineer," these are amended to be substitution of an authorized contractor/agent, or a new read as "Permittee" and "DepartmenYs representative," address or contact information for an existing authorized respectively, for purposes of this encroachment permit. contractor/agent. Permittee is responsible for the acts 8. PLAN CHANGES: Deviations from plans, specifications, and/or omissions of any person or entity acting on behalf andlor the Permit Conditions as defined in General of the Permittee, even if such person or entity is not Provision Number 5 are not allowed without prior approval included on Permittee's list of authorized contractors from the DepartmenYs representative and the Federal and/or agents. Highway Administration ("FHWA") representative if 5. ACCEPTANCE OF PROVISIONS: Permittee, and the applicable. Permittee's authorized contractors and/or agents, 9. RIGHT OF ENTRY, INSPECTION AND APPROVAL: Ail understand and agree to accept and comply with these work is subject to monitoring and inspection. The United General Provisions, the Special Provisions, any and all States, the State, the Department, and the Directors, terms and/or conditions contained in or incorporated into officers, employees, agents, and/or contractors of the the encroachment permit, and all attachments to the State and/or of the Department, and other state, and encroachment permit (collectively "the Permit federal agencies, and the FHWA, through their agents or Conditions"), for any encroachment, work, and/or activity representatives, must have full access to highway Page 1 of 6 �O 2018 Califomia Department of Transportation.All rights reserved. STATE OF CAIIFORNIA•DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT GENERAL PROVISIONS facilities/encroachment area, at any and all times for the pedestrians to facilities across the street. Attention is purpose of inspection, maintenance, activities needed for directed to Section 7-1.04"Public Safety,"and to Section construction/reconstruction, and operation of the State 12-4.04 "Temporary Pedestrian Access Routes," and to highway right-of-way. Section 16-2.02 "Temporary Pedestrian Facility," of the Upon completion of work, Permittee must request a Department's Standard Specifications, and to California final inspection for acceptance and approval by the Vehicle Code section 21760, subdivision(c). Department. The locai public agency Permittee must not 14. PUBLIC TRAFFIC CONTROL: The Permittee must give final construction approval to its contractor until�nal provide traffic control protection, warning signs, lights, acceptance and approval by the Departme�t is obtained, safety devices, etc., and take ail other measures 10. PERMIT AT WORKSITE: Permittee and Permittee's necessary for the traveling public's safety as required by authorized contractors/agents must keep the permit law and/or the Department.While providing traffic control, package and cu�rent list of authorized contractors/agents, the needs of all road users, including but not limited to or copies thereof, at the work site at all times and must motorists, bicyclists and pedestrians, including persons show such documents upon request to any Department with disabilities in accordance with the Americans with representative or law enforcement officer. If the permit Disabilities Act, must be an essentiai part of the work package or current list of authorized contractorslagents, activity. or copies thereaf, are not kept and made available at the Lane, Bike Lane, Sidewalk, Crosswalk, and/or work site at ail times, then aii work must be suspended. shoulder closures must comply with the DepartmenYs 11. CONFLICTING ENCROACHMENTS: Permittee must Standard Specifications and Standard Plans for yieid start of work to ongoing, prior authorized work Temporary Traffic Control Systems & Temporary adjacent to or within the limits of the Permittee's project Pedestrian Access Routes, and with the applicable site. When existing encroachments conflict with Special Provisions. Where issues are not addressed in Permittee's work, the Permittee must bear all cost for the Standard Specifications, Standard Plans, and/or rearrangements (e.g., relocation, alteration, removai, Special Provisions, the California Manual on Uniform etc.). Traffic Controt Devices(Part 6,Temporary Traffic Control) 12. PERMITS, APPROVA�S, AND CONCURRENCES must be foliowed. FROM OTHER AGENCIES AND/OR ENTITIES: This 15. MINIMUM INTERFERENCE WITH TRAFFIC: Permittee encroachment permit is invalidated if the Permittee has must plan and conduct work so as to create the least ' not obtained all permits, approvais, and concurrences possible inconvenience to the traveling public (motorized ' necessary and required by law, including but not limited vehicles, unmotorized vehicles such as bicycles, ' to those from the California Public Utilities Commission pedestrians, person(s) with disabilities, etc.), such that ("CPUC'), California Occupational Safety and Health traffic is not unreasonably delayed. Administration ("Cal-OSHA"), local and state and federal 16. STORAGE OF EQUIPMENT AND MATERIALS: The environmentai agencies, the California Coastal storage of equipment or materials is not allowed within Commission, and any other public agency and/or entity State highway right-of-way, unless specified within the having jurisdiction. Permittee is responsible for providing Special Provisions of this encroachment permit. If notice of the encroachment to,and obtaining concurrence encroachment permit Special Provisions allow for the from, any person or entity (whether pubiic or private) storage of equipment or materials within the State affected by the scope of work described in the highway right-of-way,the equipment and material storage encroachment permit, regardless of whether such notice must also comply with Section 7-1.04, Public Safety, of or concurrence is required by law; the Department is not the Department's Standard Specifications. responsible to provide such notice or obtain such 17. CARE OF DRAINAGE: Permittee must provide alternate concurrence. Permittee warrants all such permits, drainage for any work interfering with an existing drainage approvals, and concurrences have been obtained before facility in compliance with the Department's Standard beginning work under this encroachment permit. The Specifications, Standard Plans, and/or as directed by the Department may, at the DepartmenYs discretion, require Department's representative. the Permittee to demonstrate that Permittee has obtained 18. RESTORATION AND REPAIRS IN STATE HIGHWAY all such permits, approvals, and concurrences, and RIGHT-OF-WAY: Permittee is responsible for restoration Permittee shall demonstrate this at the time and in the and repair of State highway right-of-way resulting from manner specified by the Qepartment. permitted work(Streets and Highways Gode, section 670 13. PEDESTRIAN AND BICYCLIST SAFETY: A safe et seq.). continuous passageway must be maintained through the 19. STATE HIGHWAY RIGHT-OF-WAY CLEAN UP: Upon work area at existing pedestrian or bicycle facilities.At no completion of work, Permittee must remove and dispose time must pedestrians be diverted onto a portion of the of all scraps, refuse, brush, timber, materials, etc. off the street used for vehicular tra�c. At locations where safe State highway right-of-way,The aesthetics of the highway alternate passageways cannot be provided, appropriate must be as it was before work started or better. signs and barricades must be installed at the limits of 20. COST OF WORK: Unless stated otherwise in the construction and in advance of the limits of construction encroachment permit or a separate written agreement at the nearest crosswalk or intersection to detour with the Department, the Permittee must bear all costs Page 2 of 6 �O 2018 California Department of Transportation.All rights reserved. STATE OF CAIIFORNIA�DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT GENERAL PROVISIONS incurred for work within the State highway right-of-way "Notice and Record Purposes Only" must be stamped and waives all claims for indemnification or contribution across the face of the encroachment permit. from the United States, the State, the Depattment, and 24. BONDING: The Permittee must file bond(s), in advance, from the Directors, officers, and employees of the State in the amount(s) set by the Department and using forms and/or the Department. Removal of Permittee's personal acceptabie to the Department.The bonds must name the property and improvements shall be at no cost to the Department as obligee. Failure to maintain bond(s) in full United States, the State, and the Department. fo�ce and effect will result in the Department stopping all 21. ACTUAL COST BILLING: When specified in the permit, work under this encroachment permit and possibiy the Department will bill the Permittee actual costs at the revoking other encroachment permit(s). Bonds are not currently set Standard Hourly Rate for encroachment required of public corporations or privately-owned utilities permits. unless Permittee failed to comply with the provisions 22. AS-BUILT PLANS: When required, Permittee must and/or conditions of a prior encroachment permit. The submit one(1)set of folded as-built plans within thirty(30) surety company is responsible for any latent defects as calendar days after compietion and acceptance of work in provided in California Code of Civil Procedure section compliance with requirements listed as foliows: 337.15.A local public agency Permittee also must comply a) Upon completion of the work provided herein, the with the following requirements: Permittee must submit a paper set of As-Built plans a) In recognition that project construction work done on to the DepartmenYs representative. State property will not be directly funded and paid by b) All changes in the work will be shown on the plans,as State, for the purpose of protecting stop notice issued with the permit, including changes approved claimants and the interests of State relative to by Encroachment Permit Rider. successful project completion,the locai public agency c) The plans are to be prominently stamped or otherwise Permittee agrees to require the construction noted "AS-BUILT" by the Permittee's representative contractor to furnish both a payment and performance who was responsible for overseeing the work. Any bond in the local public agency's name with both original plan that was approved with a Department bonds complying with the requirements set forth in stamp, or by signature of the DepartmenYs Section 3-1.05 Contract Bonds of the Department's representative, must be used for producing the As- Standard Specifications before performing any Built plans. project construction work. d) If construction plans include signing or striping, the b) The local public agency Permittee must defend, dates of signing or striping removal, relocation, or indemnify, and hold harmless the United States, the installation must be shown on the As-Built plans when State and#he Department, and the Directors, officers, required as a condition of the encroachment permit. and employees of the State and/or Department, from When the construction plans show signing and all project construction related claims by contractors, striping for staged construction on separate sheets, subcontractors, and suppliers, and from all stop the sheet for each stage must show the removal, notice and/or mechanic's lien ciaimants. The local relocation, and installation dates of the appropriate public agency also agrees to remedy, in a timely staged striping and signing. manner and to the Department's satisfaction, any ' e) As-Built plans must contain the Encroachment Pe�mit latent defects occurring as a �esult of the project ' Number, County, Route, and Post Mile on each construction work. ' sheet. 25. FUTURE MOVING OF INSTAL�ATIONS: Permittee fl The As-Built Plans must not include a disclaimer understands and agrees to relocate a permitted statement of any kind that differs from the obligations installation upon notice by the Department. Unless under and protections provided by sections 6735 through prior property right or agreement, the Permittee must 6735.6 of the California Business and Professions comply with said notice at the Permittee's sole expense. Code. Such statements constitute non-compliance 26. ENVIRONMENTAL: with Encroachment Permit requirements and may a) ARCHAEOLOGICAUHISTORICAL: If any result in the Department retaining Performance archaeological or historical resources are identified or Bonds or deposits until proper plans are submitted. encountered in the work vicinity, the Permittee must Failure to comply may also result in denial of future immediately stop work, notify the DepartmenYs encroachment permits or a provision requiring a representative, retain a qualified archaeologist who public agency to supply additional bonding. must evaluate the site at Permittee's sote expense, 23. PERMITS FOR RECORD PURPOSES ONLY: When and make recommendations to the DepartmenYs work in the State highway right-of-way is within an area representative regarding the continuance of work. under a Joint Use Agreement (JUA} or a Consent to b) HAZARDOUS MATERIALS: If any hazardous waste Common Use Agreement (CCUA}, a fee exempt or materials (such as underground storage tanks, encroachment permit is issued to the Permittee for the asbestos pipes, contaminated soil, etc.)are identified purpose of providing a notice and record of work. The or encountered in the work vicinity, the Permittee Permittee's prior rights must be preserved without the must immediately stop work, notify the Department's intention af creating new or different rights or obligations. representative, retain a qualified hazardous Page 3 of 6 �O 2018 California Departmen[of Transportation.All rights reserved. STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT GENERAL PROVISIONS waste/material specialist who must evaluate the site property, including but not limited to the features or at the Permittee's sole expense, and make conditions of either of them, made by the Permittee or recommendations to the Department's representative anyone acting on behalf of the Permittee; and/or {fl a regarding the continuance of work. defect or obstruction related to or caused by the Attention is directed to potential aerially deposited encroachment,work,and/or activity whether conducted in lead (ADL) presence in unpaved areas along compliance with the Permit Conditions as defined in highways.it is the Permittee's responsibility to take all General Provision Number 5 or constituting Unauthorized appropriate measures to protect workers in Work or Activity, or from any cause whatsoever. The duty conformance with California Code of Regulations of the Permittee to indemnify and save harmless includes Title 8, Section 1532.1, "�ead," and with Cal-OSHA the duties to defend as set forth in Section 2778 of the Construction Safety Orders, and to ensure roadway Civil Code. soil management is in compliance with Department of It is the intent of the Department and the Permittee Toxic Substances Control(DTSC) requirements. that except as prohibited by law,the Permittee wili defend, c) BIOLOGICAL: if any regional,state,or federally listed indemnify, and hold harmless as set forth in this General biological resource is identified or encountered in the Provision Number 28 regardless of the existence or work vicinity, the Permittee must immediately stop degree of fault or negligence, whether active or passive, work, notify the DepartmenYs representative, retain a primary or secondary, on the part of: the United States, qualified biotogist who must evaluate the site at the State; the Department; the Directors, officers, Permittee's sole expense, and make employees, agents and/or contractors of the State and/or recommendations to the DepartmenYs representative of the Department, including but not limited to the Director regarding the continuance of work. of Transportation and the Deputy Directors;the Permittee; 27. PREVAILING WAGES: Work performed by or under an persons employed by the Permittee; and/or persons encroachment permit may require Permittee's contractors acting on behalf of the Permittee. and subcontractors to pay appropriate prevailing wages The Permittee waives any and ail rights to any type of as set by the California Department of Industrial expressed or implied indemnity from or against the United Relations. Inquiries or requests for interpretations relative States, the State, the Department, and the Directors, --to enforcement of prevailing wage requirements must be o�cers, employees, agents, and/or contractors of the directed to the California Department of Industrial State and/or of the Department, including but not limited Relations. to the Director of Transportation and the Deputy Directors. 28. LIABILITY,DEFENSE,AND INDEMNITY:The Permittee The Permittee understands and agrees to compiy agrees to indemnify and save harmless the United States, with the obligations of Titles II and III of the Americans the State, the Department, and the Directors, officers, with Disabilities Act in the conduct of the encroachment, employees, agents and/or contractors of the State and/or work, and/or activity whether conducted pursuant to this of the Department, including but not limited to the Director encroachment permit or constituting Unauthorized Work of Transportation and the Deputy Directors,from any a�d or Activity, and further agrees to defend, indemnify, and all claims, demands, damages, costs, liability, suits, or save harmiess the United States, the State, the ' actions of every name, kind,and description, including but Department, and the Directors, officers, employees, not limited to those brought for or on account of property agents, and/or contractors of the State and/or of the ' damage, invasion of privacy, violation or deprivation of a Department, including but not limited to the Director of ' right under a state or federal law, environmental damage Transportation and the Deputy Directors,from any and all ' or penalty, or injury to or death of any person including claims, demands, damages, costs, penalties, liability, but not limited to members of the public, the Permittee, suits, or actions of every name, kind, and description persons employed by the Permittee, and/or persons arising out of or by virtue of the Americans with Disabilities acting on behalf of the Permittee, arising out of or in Act. connection with: (a) the issuance and/or use of this The Permittee understands and agrees the Directors, encroachment permit;and/or(b)the encroachment,work, officers, employees, agents, and/or contractors of the and/or activity conducted pursuant to this encroachment State and/or of the Department, including but not limited permit, or under color of authority of this encroachment to the Director of Transportation and the Deputy Directors, permit but not in full compliance with the Permit are not personally responsible for any liability arising from Conditions as defined in General Provision Number 5 or by virtue of this encroachment permit. ("Unauthorized Work or Activity"); and/or (c) the For the purpose of this General Provision Number 28 installation, placement, design, existence, operation, and all paragraphs herein,"contractors of the State andJor and/or maintenance of the encroachment, work, and/or of the DepartmenY' includes contractors, and their activity; and/or (d) the failure by the Permittee, or by subcontractors, under contract to the State and/or the anyone acting for or on behalf of the Permittee,to perform Department. the Permittee's obligations under any part of the Permit This General Provision Number 28 and all Conditions as defined in General Provision Number 5, in paragraphs herein take effect immediately upon issuance respect to maintenance or any other obligation; and/or(e) of this encroachment permit, and apply before, during, any change to the DepartmenYs property or adjacent and after the encro�chment, work, and/or activity Page 4 of 6 �O 2018 Califomia DepaRment of Transportation.All rights reserved. STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT GENERAL PROVISIONS contemplated under this encroachment permit, whether Regulations, Commerce and Foreign Trade, such work is in compliance with the Permit Conditions as Subtitle A. Office of the Secretary of Commerce, defined in General Provision Number 5 or constitutes Part 8(15 C.F.R. Part 8)and as said Regulations Unauthorized Work or Activity, except as otherwise may be amended. provided by California law. The Permittee's obligations to b) That in the event of breach of any of the above defend, indemnify, and save harmless underthis Generai nondiscrimination covenants, the State and the Provision Number 28 take effect immediately upon Department have the right to terminate this issuance of this encroachment permit and have no encroachment permit and to re-enter and repossess expiration date, including but not limited to situations in said land and the facilities thereon and hold the same which this encroachment permit expires or is revoked,the as if said permit had never been made or issued. work or activity performed under this encroachment 31. MAINTENANCE: The Permittee is responsible at permit is accepted or not accepted by the Department,the Permittee's sole expense for the encroachment, and the encroachment, work, and/or activity is conducted in inspection, maintenance, repair, and condition thereof, compliance with the Permit Conditions as defined in and is responsible to ensure the encroachment does not General Provision Number 5 or constitutes Unauthorized negatively impact State highway safety, maintenance, Work or Activity, and/or no work or activity is undertaken operations, construction, State facilities, activities related by the Permittee or by others on the Permittee's behaif. to construction/reconstruction, or other encroachments. If the United States or an agency, department, or The Permittee's obligations in the preceding sentence board of the United States is the Permitfee, the first two take effect immediately upon issuance of this paragraphs of this General Provision Number 28 encroachment permit and continue until the (beginning "The Permittee agrees to indemnify..." and "It encroachment is entirely and permanently removed. is the intent of the parties..."}are replaced by the following Additional encroachment permits or approval documents paragraph: may be required authorizing work related to inspection, Ciaims for personal injury,death, or property damage repair, and/or maintenance activities. Contact the aliegedly caused by the negligent or wrongful act or Department for information. omission of any employee of the United States acting 32. SPECIAL EVENTS: In accordance with subdivision(a)of within the scope of their official duties are subject to the Streets and Highways Code section 682.5 and 682.7, the Federal Tort Claims Act, as amended, 28 U.S.C. § 1346 Department is not responsible for the conduct or and §2671 et seq. (Chapter 171). operation of the permitted activity, and the applicant 29. NO PRECEDENT ESTABLISHED: This encroachment agrees to defend, indemnify, and hold harmless the permit is issued with the understanding that it does not United States, the State, the Department, and the establish a precedent. Directors, officers, employees, agents, and contractors of 30. FEDERAL CIVIL RIGHTS REQUIREMENTS FOR the State and/or of the Department, including but not PUBLIC ACCOMMODATION: limited to the Director of Transpo�tation and the Deputy a) As part of the consideration for being issued this Directors, from any and all claims, demands, damages, encroachment permit, the Permittee, on behalf of costs, liability, suits, or actions of every name, kind and Permittee and on behalf of Permittee's personal description arising out of any activity for which this representatives, successors in interest, and assigns, encroachment permit is issued. does hereby covenant and agree that: The Permittee is required, as a condition of this i) No person on the grounds of race, color, or encroachment permit, for any event that awards prize national origin may be excluded from participation compensation to competitors in gendered categories, for in, be denied the benefits of, or be otherwise any participant level that receives prize compensation, to subjected to discrimination in the use of said ensure the prize compensation for each gendered facilities. category is identical at each participant IeveL(Streets and ' ii) That in connection with the construction of any Highways Code, section 682.7.) improvements on said lands and the furnishings The Permittee understands and agrees to comply of services thereon, no discrimination must be with the obligations of Titles II and 111 of the Americans ' practiced in the selection and retention of first-tier with Disabilities Act in the conduct of the event, and subcontractors in the selection of second-tier further agrees to defend, indemnify, and save harmless subcontractors. the United State, the State and the Department, and the iii) That such discrimination must not be practiced Directors, officers, and employees of the State and/or against the public in their access to and use of the Department, including but not limited to the Director of the facilities and services provided for public Department and the Deputy Directors, from any and all accommodations (such as eating, sleeping, rest, claims, demands, damages, costs, liability, suits, or recreation), and operation on, over, or under the actions of every name, kind and description arising out of space of the State highway right-of-way, or by virtue of the Americans with Disabilities Act. iv) That the Permittee must use the premises in 33. PRIVATE USE OF STATE HIGHWAY RIGHT-OF-WAY: compliance with all other requirements imposed State highway right-of-way must not be used for private pursuant to Title 15, Code of Federal purposes without compensation to the State. The gifting Page 5 of 6 OO 2018 California Department of Transportation.All rights reserved. STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT GENERAL PROVISIONS of public property uses and therefore public funds is section 4450 et seq., which require public facilities be prohibited under the California Constitution, Article XVI, made accessible to persons with disabilities. Section 6. Notwithstanding the requirements of the previous 34. FIELD WORK REIMBURSEMENT: Permittee must paragraph, all construction, design, and maintenance of reimburse the Department for field work performed by or public facilities must also comply with the DepartmenYs on behalf of the Department to correct or remedy issues Design Information Bulletin 82, "Pedestrian Accessibility created by the Permittee or by others acting on behaif of Guidelines for Highway Projects" and Standard Plans & the Permittee, including but not limited to hazards or Specifications on "Temporary Pedestrian Access damaged facilities, or to clear refuse, debris, etc. not Routes." attended to by the Permittee or by others acting on behalf 39. STORMWATER: The Permittee is responsible for full of the Permittee. compliance with the following: 35. LANE CLOSURE REQUEST SUBMITTA�S AND a) For ali projects, the DepartmenYs Storm Water NOTIFICATION OF CLOSURES TO THE Program and the DepartmenYs National Pollutant DEPARTMENT: Lane closure request submittals and Discharge Elimination System (NPDES) Permit notifications must be in accordance with Section 12-4.02, requirements under Order No. 2012-0011-DWQ, and Section 12.4-04, of the DepartmenYs Standard NPDES No CAS000003; and Specifications or as directed by the DepartmenYs b) In addition, for projects disturbing one acre or more representative. The Permittee must notify the of soil, with the California Construction General Department's representative and the Traffic Management Permit Order No. 2009-0009-DWQ, NPDES No Center ("TMC") before initiating a lane closure or CAS000002; and conducting an activity that may cause a traffic impact. In c) In addition,for projects disturbing one acre or more of emergency situations when the corrective work or the soil in the Lahontan Region with Order No. R6T-2016- emergency itseif may affect traffic, the DepartmenYs 0010, NPDES No CAG616002. representative and the TMC must be notified as soon as d) For all projects, it is the Permittee's responsibility to possible. install, inspect, repair, and maintain aii facilities and 36. SUSPENSION OF TRAFFIC CONTROL OPERATION: devices used for water pollution control practices The Permittee, upon notification by the DepartmenYs (Best Management PracticeslBMPs) before representative, must immediately suspend all traffic lane, performing daily work activities. bike lane, sidewalk, crosswalk, and/or shoulder closure operations and any operation that impedes the flow of tra�c. All costs associated with this suspension must be borne by the Permittee. 37. UNDERGROUND SERVICE ALERT (USA) NOTIFICATION: Any excavation requires compliance ', with the provisions of Govemment Code section 4216 et ' seq., including but not limited to notice to a regional notification center, such as Underground Service Alert {USA). The Permittee must provide notification to the Department representative at least five(5) business days before, and the regional notification center at least forty- eight (48) hours before, performing any excavation work within the State highway right-of-way. 38. COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA): Ail work within the State highway right-of-way to construct and/or maintain any public facility must be designed, maintained, and constructed strictly in accordance with all applicabie Federal Access laws and regulations (including but not limited to Section 504 of the Rehabilitation Act of 1973, codified at 29 U.S.C. § 794), California Access laws and regulations relating to ADA, along with its implementing regulations, Title 28 of the Code of Federal Regulations Parts 35 and 36 (28 GF.R., Ch. I, Part 35, § 35.101 et seq., and Part 36, § 36.101 et seq.), Titie 36 of the Code of Federal Regulations Part 1191 (36 C.F.R., Ch. XI, Part 1191, § 1119.1 et seq.), Title 49 of the Code of Federal Regulations Part 37 {49 C.F.R., Ch. A, Part 37, § 37.1 et seq.),the United States Department of Justice Title II and Title III for the ADA, and California Government Code Page 6 of 6 �O 2018 Califomia Department of TranspoRation.All rights reserved. STATE OF CALIFQRNIA DEPAftTMENT OF TRANSPORTATION Page 1 of 3 ENCRt?ACMMENT PERMIT SPECIAI�PROVISIONS STt�RMVVATER SPECIAL PRt'�VISIONS FC1R MINIMAL 0►R NO I PACT (S SP) Tx-oa�oo ��:�V as��a l s> 1. GENE L; The purpose cafthese Special Provisions Water Quality Cantrol Board or other regulatory is to provide the Permittee wifh specificaticans for agency must be provided to fhe State representative water pollution control to minimize, prevenf, or within 48 hours of reparted activity, F or additional control the diseharg� af material inta the air, sur�aee infarmatian on starmwater compliance, visit the S#ate waters,graundwater; and storm sewers owned by th� Water Resources Cantroi Boards storm water State e�r Ioc�i agencies. 7hese provisions are not Website at; intended ta take the piac� of the Galtrans Water Pol(ution Control Program(WPCP)for projects where http;f -waterk�c�ards.ca.aav/water issues/pro�ra soil disturbance from wtark activities Bess than ane mslsfo w�ter acre, or work activities of one�cre or more subjecY to the preparation of the Caltrans Storm Wat�r Pollution �. RESFONSIBILITY FQR DIEBRIS REMOVAL: The Prev�ntion Plan {SWPPP). The Permittee must Permitfee must be responsible for prevenfing camply with the following Special Pravisions and the ��ament, trash, debris; and other construction waste direction of the State Representatiue. All Stormwater from entering #he street, the storm drains, local creeks,or any other bodies of wa#er. Best Management Practices(BMPs) must confc�rmto 4. SPOILS AND RESIDUE: The Permittee must Section 13 Water Pnllution Contral af Caltrans' vacuum any savv-cut concrete waste material, debris, Standard Specifications. residue, �tc. 1Vo spoils, debris, residue; etc. must be 2. NPDES F2EQUIREMENTSd The Permittee must be washed into a drainage system: responsible for full compliance with the Galtrans 5. SWEEPING. Sweep paved roads at canstruction Starm Water Program and the Caltrans National entrance and exit locations and surraunding paved Pollutant Discharge Eliminafiion System (NPDES} areas daily within the job site during: 1)clearing and Permit requirements (Order No. 2U92-0099-DWQ; grubbing, 2) earthwcark, 3) trenching, 4} soil NPt�ES No CASOOQ003) and for and �arojects disturbance, 5)pavement grinding and/ar cutting, and 6) after observing tracking of material onto ar off the disturbing one� acre ar rrtore of soil, full campliance State property. Ke�p dust to a minimum during with the California Gonstruction General Permit sweeping activities. Use vacuum whenever dust (Order Nn. 2009-0009-DWQ; NPDES No generation is excessive or sediment pickup is CAS000002)or far projects for projects that have one ineffective. acre or mare of soil disturbance in the Lahontan Roadways orwork areas mus# not be washed down Regian (�rder No. f�6T-2016-0010; NPQES No with water. Street sweeping o�aerations must conform CAG616002). It is the Permittae°s respansibility tc� ta Sectic�n 13 Water Pollution Cantrol of Cal#�ans' install, inspect, and repair or m�intain facilities and �tanderd Specifications: d�vices used for water pollution cantrol practices s. VEHIGLES AND EQUIPMENT: Permittee must BMPs before prevent all vehicles, equipment, etc. fram leakage or ( ) performing daily work activities. mud tracking ontv roadways. If leaks cannot be Installation, inspection and maintenance repaired immediately, remove the vehicle or responsibilities on the job site include: 1} sc�il equipment f�om the job site. stabilization materiaJs in wark areas that are inactive 7. MAINTENANCE ANQ FUELIN� t7F VEHIGLES or prior to starm events, 2) water pallution contral AND EQUIPMENT: Maintenance and fueling of devices ta control sediment and erosian; 3) �quipment must nat result in any pollutian at the job irrrplementation af spill and leak prevenfion site. The Permittee must immediately clean up procedures far ch�mical and hazardaus substances �pallslleaks, and properly dispose af contaminated soil stored an the job site;4)material storage, 5 stock ile and ma#�rials. � � 8. CLEANING VEHICLES A`ND EQUIPMENT: L�rrrit management; 6) waste management, 7) non- vehi�le and �quipment cleaning or washing at the job starmwater management, 8) water ctrnservatian, 9) site except what is necessary to contral vehicle tracking controls and 'i Q) illicit connection, illegal tracking �r hazardous waste: The Permittee must discharg� detection and reparting. The Permittee clean all equipment within a bermed area car c�ver a drip must repart to the State representative when pan large enough ta prevent run-off. No saaps, diseharges enter into r�ceiving waters, adjacent solvents, degreasers, etc> must be used in State right- property, drainage systems or when discharges could a�-way. Any water from this aperation must be be a cause or a threat for water poilution. The coll�cted and disposed of at an appropriate site. Containment berms or dikes must be used for fueling, P�rmittee must also contral illicit discharg�s or illegal W,��hing, maintaining and washing vehicies or dumping prior to start of daily work schedule: equipment in autside areas. Gantainment must be Copies of written notices or orders from the Regional performed at least 100 feet from concentrated flows of STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Page 2 of 3 ENCROAGHMENT PERMIT SPECIAL PROVISIONS storm water, drainage courses, and storm drain inlets disturbance to existing vegetation. Damaged or if within a flood plain, otherwise at least 50 feet if removed vegetation must be replaced as directed by outside the floodplain. Keep adequate quantities of the State Representative. absorbent spill- cleanup material and spill kits in the 18. SOIL DISTURBANCE: Soil disturbing activities must fueling or maintenance area and on fueling trucks. be avoided during the wet weather season. I f 9. DIESE� FUELS: The use of diesel fuel from construction activities during wet weather are allowed petroleum or other fossil fuel as a form-oil or solvent in your permit, all necessary erosion control and soil is not allowed. stabilization measures must be implemented in 10. WEATHER CONDITIONS AT WORKSITE: Any advance of soil disturbing activity. activity that would generate fine particles or dust that 19. SLOPE STABILIZATION AND SEDIMENT could be transported off site by stormwater must be CONTROL: Consider a certified expe�t in Erosion and performed during dry weather. Sediment control in cases where slopes are disturbed 11. WIND EROSION PROTECTION: The use of Wind during construction. The Permittee is directed to Erosion BMPs must be deployed year-round in comply with Section 13.5 Temporary Soil Stabilization instances where dust or flne pa�ticles could be and Section 21 Erosion Control of Caltrans' Standard transported off site. Specifications during application of temporary soil 12. HOT MIX ASPHALT: Runoff from washing hot mix stabilization measures to the soil surface. Fiber rolls or asphalt must not enter into any drainage silt fences may be required down slope until permanent conveyances. soil stabilization is established. Remove the 13. PROTECTION OF DRAINAGE FACILITIES: The accumulated sediment whenever the sediment Permittee must protect/cover gutters, ditches, accumulates to 113 of the linear sediment barrier drainage courses, and inlets with gravel bags, fiber height. The Permittee must limit the use of plastic rolls, State approved fabric filters, etc., to the materials when more sustainable, environmentally satisfaction of the State representative during grading, friendly alternatives exist or when environmental paving, saw-cutting, etc. and materials must conform regulations prohibit their use within the project. to Section 13-6.02 Materials for Water Pollution 20. STOCKPILES: Stockpiles containing aggregate Control of Caltrans' Standard Specifications. No such and/or soil must be stored at least 100 feet from protection measures must cause an obstruction to the ' concentrated flows of storm water, drainage courses, traveling public. The Permittee must implement spill and storm drain iniets if within a flood plain, otherwise and leak prevention procedures for chemicals and at least 50 feet if outside the floodplain, and must be hazardous substances stored on thejob site(including covered and protected with a temporary perimeter ' secondary containment requirements) in accordance sediment barrier. Cold mix stockpiles must be stored ' with section 13-4.03B Spill Prevention and Control, on an impermeable surface and covered with 9 mil ' and 14-11 Hazardous Waste and Contamination, plastic to prevent contact with water. Minimize Water Pollution Control of Caltrans' Standard stockpiling of materials on the job site. Manage Specifications. stockpiles by implementing the water pollution control 14. PAINT: Rinsing of painting equipment and materials practices in Section 13-4.03C(3) Stockpile is not permitted in State right-of-way.When thoroughly Management of the State of California standard dry, dispose of the following as solid waste: dry latex specifications for construction. paint, paint cans, used brushes, rags, gloves, 21. DISCOVERY OF CONTAMINATION: The State absorbent materials, and drop cloths. Oil based paint Representative must be notified in case any unusual sludge and unusable thinner must be disposed of at an discoloration,odor,or texture of ground water, is found approved hazardous waste site. in excavated material or if abandoned, underground 15. CONSTRUCTION MATERIALS: Stockpile of all tanks, pipes, or buried debris are encountered. construction materials, including, but not limited to; 22. SANITARY AND SEPTIC WASTE: Do not bury or pressure treated wood, asphalt concrete, cold mix discharge wastewater from a sanitary or septic system asphalt concrete, concrete, grout, cement containing within the highway. Properly connected sewer facilities premixes, and mortar, must conform to section are free from leaks. With State Representative 13-4.Q3C{2) Material Storage & 13-4,03C(3) approval place portable sanitary facility at least 50 feet Stockpile Management of Caltrans' Standard away from storm drains, receiving waters, and flow Specifications. lines. Permittee must comply with local health agency 16. CONCRETE EQUIPMENT: Concrete equipment provisions when using an on-site disposal system. must be washed in a designated washing area in a way 23. LIQUID WASTE: Prevent job site liquid waste from that does not contaminate soil, receiving waters, or entering storm drain systems and receiving waters. storm drain systems. Drilling slurries, grease or oil-free waste water or rinse 17. EXISTING VEGETATION: Established existing water, dredging, wash water or rinse water running off vegetation is the best form of erosion control. Minimize a surface or other non-storm water liquids not covered STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Page 3 of 3 ENCROACHMENT PERMIT SPECIAL PROVISIONS under separate waste water permits must be held in structurally sound, leak-proof containers, such as portabie bins or portable tanks. Store containers at least 50 feet away from moving vehicles and equipment. Liquid waste may require testing to determine hazardous material content prior to disposal. All measures must conform to section 13-4.03D(5) Liquid Waste, Water Pollution Control of Caltrans' Standard Specifications. 24. WATER CONTROL AND CONSERVATION: Manage water use in a w ay that will prevent erosion and the discharge of pollutants into storm drain systems and receiving waters. Direct runoff, including water from water line repair from the job site to areas where it can infiltrate into the ground. Direct water from off-site sources around the job site or from contact with jobsite runoff. 25. PILE DRIVING: Keep spill kits and cleanup materials at pile driving locations. Park pile driving equipment over drip pans,absorbent pads,or plastic sheeting with absorbent material, and away from stormwater run-on when not in use. 26. DEWATERING: Dewatering consists of discharging accumulated storm water, groundwater, or surface water from excavations or temporary containment facilities. All dewatering operations must comply with the latest Caltrans guidelines including the Field Guide for Construction Site Dewatering. Contact State representative for approval of dewatering discharge by infiltration or evaporation, otherwise, any effluent discharged into a permitted storm water system requires approval from the Regional Water Quality Control Board. Prior to the start of dewatering, the Permittee must provide the State Representative with a dewatering and discharge work plan that complies with section 13-4.03G Dewatering, Water Poilution Control of Caltrans'Standard Specifications.A copy of ' the Waste Discharge Permit and a copy of a valid ' WDID number issued by the Regional Board must be provided to the State representative.