HomeMy WebLinkAbout _ 4.11(b)--Final Map, Salt Creek Heights Subdivision, Unit 5 GI �" Y C� F
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REPORT TO THE CITY COUNCIL
MEETING DATE: December 16, 2025 FROM: Michael Webb, Public Works
ITEM NO. 4.11(b} Director
***APPROVED BY***
ie ael � iiEali� oaks L)arector t2:�'S1242� t�s�a a �, t�t � 12l91202�
mwebb@cityofredding.org sbade@cityofredding.org
SUBJECT: 4.11(b)--Approve Final Map for Salt Creek Heights Subdivision, Unit 5, (5-15-
07/PD-11-07)
Recommendation
Approve the �nal map for Salt Creek Heights Subdivision, Unit 5 (5-15-07/PD-11-07), thereby
instructing the City Clerk to file the map with the Shasta County Recorder.
Fiscal Impact
There will be cumulative impacts to the City of Redding's (City) Public Warks Department due
to the increase in public street infrastructure reguiring annual maintenance, especially the asphalt
pavement. The project will generate an incremental increase in State of California gas-tax funds
based on population and point-of-origin sales; however, the increase in these revenues falls short
of the anticipated annualized maintenance cost.
In addition, there will be an incremental increase in the City's utility costs due to the additional
infrastructure. Generally, except for the Storm Drain Utility, sufficient revenue is generated by
monthly use charges to offset any increase in annual maintenance costs. The Storm Drain Utility
is pressed with increasing requirements that current rates do not cover.
Alterna�ive Action
The City Council (Council) may choose not to approve the final map. This option requires a
finding that the subdivision is not developed in accordance with the conditions of the approved
tentative map or in conformance with the State Subdivision Map Act.
Background/Analysis
On June 3, 2010, the Salt Creek Heights Subdivision (5-15-07/PD-11-07) was approved by the
Planning Commission. Attached is a map showing the subdivision, which is located west of
Buenaventura Boulevard and north of Eureka Way.
Report to Redding City Council December 9,2025
Re: 4.11(b)--Final Map, Salt Creek Heights Subdivision, Unit 5 Page 2
The developer, Sierra Pacific Tndustries, has submitted the final map and all other required data,
which has been checked and approved by various City departments. Relevant subdivision map
conditions of approval have been met and the subdivision is complete.
Environmental Review
This action is not a project as defined by the California Environmental Quality Act(CEQA). On
June 15, 2010, after considering public comments and alternative actions, Council certified the
Environmental Impact Report (EIR-1-08) for the Salt Creek Heights Subdivision, and approved
the project, thereby satisfying the requirements of CEQA. No further action is required.
Council Priority/City Manager Goals
This agenda item is a routine operational item.
Attachments
^Salt Creek 5 Location Map
Salt Creek 5 Final Unrecorded
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NORTH F��t �A�T CREEK HEIGHTS UNIT 5
owc. No: JU�Y 2025 S-15-07 AMD-2�17-00160 PD-11-07
1 OF 1
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� WNER'S STATE NT
HEREBY STATE THAT WE ARE THE OWNERS OF, OR HAVE SOME RIGHT, TIT�E OR SECRETA�Y OF THE PLANNING COMMISSION'S CERTIFICATE '
�iVTEREST IN ANQ TO THE REAL PROPERTY INC�UDED WITHW THE SUBDIVISION SHOWN I, JEREMY PAGAN, SECRETARY OF THE REQDING PLANNING COMMISSION, HEREBY
�1PON THIS MAP, AND WE ARE THE ONLY PERSONS WHOSE CONSENT iS NECESSARY TO GERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION AS SHOWN —
�'ASS CLEAR TIT�E TO SAID PROPERTY, AND WE HEREBY CONSENT TO THE MAKING AND HEREON IS SUBSTANTIALLY THE SAM� AS IT APPEARED ON TF1E TENTATIVE MAP —"�--
AND ANY APPROVED ALTERATIONS THEREOF, AS APPRO D BY THE CITY OF • �C#�
�ILING OF SAID MAP AND SUBDIVfSION AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. '���N7'p
REDDING PLANNING COMMISSION, ON FEBRUARY 28, 17. _ �'�1/�'j�
�'HE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS EASEMENTS FOR PUBLIC
�URPOSES: _ DATE: Z� BY:
SEC T R OF E CITY OF
BAD�ANDS BOULEVARD AND CONGAREE LANE AS EASEMENTS FOR STREET AND PUB�IC R� D G PLANNING COMMiSSiON, s��
S�RVICES PURPQSES. SHASTA COUNTY, CALIFORNIA
,� „ „ „ ,. » » „ „ „ „ „ „ „ » „ �
EASEMENTS A , B , C , D , E , F , G , AND H AS EASEMENTS FOR PUBLIC CITY TREASURER S STATEMENT
SERVICE PURPOSES. I, GREGORY S. ROBINETT, CITY TREASURER 0� THE ClTY OF REDDING, HEREBY �
CERTIFY THAT THERE ARE NO LIENS FOR UNPAID CITY OR MUNICIPAL TAXES OR �
SPECIAL ASSESSMENTS AGAINST THE LAND INCLUDED IN THE WITHIN SUBDIVISION OR
SIERRA PACIFIC LAND & TIMBER COMPANY AGAINST ANY PART THEREOF, EXCEPT TAXES OR SPECIAL ASSESSMENTS NOT YET � WAY
PAYABLE AGAINST SAID SUBDIVISION OR ANY PART THEREOF, AND THAT THIS ' EUREKA
� � CERTIFICATE DOES NOT INCLUDE ANY ASSESSMENT OF ANY ASSESSMENT DISTRICT, y�Y 2g9
�j L� THE BONOS OF WHICH HAVE NOT YET BECOME A LIEN AGAINST SAID LAND OR ANY . �
G
�-'�"� � '� 2 PART THEREOF. . �"
--- -------- -------------------------
•1 . _�M__ 2
M.O. EMMERSON, MANAGING MEMBER DATE �, i ' _ G� �
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DATE. ..� N , Z BY:
C(TY T URER, CITY OF REDDING, _ �
COUNTY OF SHASTA, STATE OF CA�IFORNIA � �
CITY CLERK'S CERTIFICATE
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS I, SHAR�ENE TIPTON, CLERK OF THE CITY COUNCIL OF THE CITY OF REDDING, VICINITY MAP
HEREBY CERTIFY THAT SAID COUNCIL APPROVED THE WiTHIN MAP ON THE DAY NTS
CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL OF 2025 , AND DID ACCEPT ON BEHALF OF THE PUBLIC
WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS BADLANDS BOULEVARD AND CONGAREE LANE FOR STREET AND PUBLfC SERVICES . .
ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR PURPOSES, EASEINENTS "A", "B", "C", "D", "E", "F", "G", AND "H" AS EASEMENTS COUNTY RECORDE�'S STATEMENT
VALIDITY OF THAT DOCUMENT. FOR PUBLlC SERVICE PURPOSES. SUBJECT TO THE GONDITIONS OF THE PUBLIC FILED THIS DAY OF . 2025. AT .M. IN BOOK OF
STATE OF CALIFORNIA SER1/ICE EASEMENT NOTE ON SHEET 2 OFFERED FOR DEDIC,4TI4N FOR PUBLIC USE MAPS AT PAGE AT THE REQUEST OF SHARRAH DUNLAP SAWYER, INC.
COUNTY OF SHASTA !N CONFORMITY WITH THE TERMS OF THE OFFER$ OF DEDICATION.
ON �—?��S1w'�S=------ — , BEFORE ME �lZZA'!� Lf��sC DATE: SIGNATURE:
_ __�_, NOTARY PUBtIC, PERSONA�LY APPEARED
- LESUE MORGAN
__ /�T.D-�h�nt�R�J��� _, WHO PROVED TO ME ON THE BASIS OF DATE: BY: COUNTY RECORDER
SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE CLERK OF THE CITY COUNCIL
CITY OF REDDING, ,
� SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT SHASTA COUNTY CALIFORNIA SURVEYOR S STATEMENT ,
HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD
AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SU6DIVISION MAP ACT AND
OR THE ENTITY UPON BEHALF OF WHICH THE PERSON{S) ACTED, EXECUTEO THE LOCAL ORDINANCE AT THE REQUEST OF SIERRA PACIFIC LAND & TIMBER COMPANY ON
INSTRUMENTS. SEPTEMBER 27, 2017. i HEREBY STATE THAT THIS FINA� MAP SUBSTANTIA�LY CONFORMS
CITY SURVEYOR¢S STATEMENT TO THE CONDITIONA��Y. APPROVED TENTATIVE MAP, THAT THE SURVEY IS TRUE AND
I CERTIFY UNDER PENALTY OF PERJI�I�Y UNDER THE LAWS OF THE STATE OF I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAl" I AM SATISFIED THAT COMPLETE AS SHOWN AND THAT ALL THE MONUMENTS ARE OF THE CHARACTER AND
CALIFORNIA THAT THE FOREGOING PA�2AGRAPH IS TRUE AND CORRECT. TN�S MAP IS TECHNICA�LY CORRECT. WlLL BE SET IN THE POSITIONS INDICATED ON OR BEFORE DECEMBER 31, 2025, AND
WILL BE SUFFICIENT TO ENABLE THE SURVEY T0 BE RETRACED.
�
WITNES� MY HAND�
��- --------------------- DATE: Ju�Y 28 ZS SIGNATURE. `—'
, 202� SIGNATURE: DATE:-�,�.�,I.,.. I'S , 20 _ _
NAME (PRINT)���-�"�� C��� CHARLES'KEN IWAMURA, PLS 8540 JO UA R. MARTIN, �
-- ----~—��~�—~---- LICENSE EXPIRES: 12/31/2026 LIC SE EXPIRES 12/31/26
MY COMMISSION EXPIRES P��-S �S �NP�- LqN�
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MY COMMIS�ION N0. ---�r�� � �\��PL LAN�SG �o � o
COUNTY OF NOTARY'S PRINCIPA� PLACE OF BUSINESS _J��__N______ o�� CHARLES KEN �� � � L:S. 8184 � �
' � IWAMURA � �* * T (� {,�
# No. 8540 *' EXP_ 12/31/26 ��� 1 �1 \ ��f `
� � HEIGHTS UNIT 5
TAX COLLECTOR'� STATEMENT 9��; ���\ `�T�� \����\P
I, LORI J. SCOTT, TAX CO�LECTOR OF SHASTA COUNTY, HEREBY CERTIFY THAT QF CA�\F E OF CA�-
THERE ARE NO LlENS FOR UNPAID STATE, COUNTY, OR LOCAL TAXES OR SPECIAL .A1V1 N D — 2017— O V� � O
ASSESSMENTS AGAWST THE LAND INCLUDED IN THE WITHIN SUBDIVISION OR sicNEo: 7�/SI ZS
AGAINST ANY PART THEREOF EXCEPT TAXES OR SPECIAL ASSESSMENTS NOT YET oATE S— � �— O�
' PAYABLE AGAINST SAID SUBDIVISION OR ANY PART THEREOF, AND THA7 THIS
CERTIFICATE DOES NOT INCLUDE ANY ASSESSMENT OF ANY ASSESSMENT DISTRICT, CITY ENGINEER'S STATEMENT
THE BONDS OF WHICH HAVE NOT YET BECOME A LIEN AGAINST SAID LAND OR i HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAT THE SUBDIVI�IQN AS SHOWN P D - 11 — V�
ANY PART THEREOF. HEREON IS SUBSTANTIAL�Y THE SAME AS IT APPEARED ON THE TENTATIVE Mi�P AND ANY
APPROVE� ALTERATIONS THEREOF; THAT ALL THE PROVISIONS Of TWE CALIFORNIA BEING R RE-SUBDIVISION OF PAFT��L C AS SHOWN ON
- - SUBDIVIS[flN MAP ACT AND LOCAL ORDINANCE APPLICABLE E T1ME OF AP ROVAL OF THE MAP OF SALT CREEK HEIGHTS UNIT 3, IN BOOK 25
� Z� __ BY: f�'J.L THE TENTATIVE MAP HAVE BEEN COMP�IED WITH. OF MAPS AT PAGE 18 LOCATED IN THE CITY OF REDDING,
DATE: ��5 —_____ � �
TAX C�ECTOR, CO TY OF STA,
STATE OF CALIFORNIA DATE: S�CY Za . Z�ZS SIGNATURE: SHASTA COUNTY, CA�IFORNIA
MICHAEL R. WEB6, CITY ENGINEER FOR
RCE 73986 LICENSE EXPIRES:06/30/2027
SOIL ENGINEER°s s-ra-r�MEN-r SIERRA PACIFIC LANO & TIMBER COMPANY
A SOILS REPORT WAS PREPARED FOR THIS� SUBDIVISION BY CGI TECHNICA� QROFEssio� DOCUMENT NUMBER ZO�5-0031025
SERVICES DATED JULY 21, 2011 ENTITLED GEOTECHNICAL REPORT �,o q�
PROJECT NUMBER 01-1588.07 AND IS ON FILE WITH THE CITY OF REDDING ��\G�PE� R. ������ BY
DEVELOPMENT SERVICES DEPARTMENT, AND IS SiGNEO BY JAMES A: BIANCHIN �, � � �, SHARRAH DU N LAP SAWYER� I NC.
REGISTRATION NQ. EG 1644. � No. 73986 � .
' Givii Engineering• Land Planning•Surveying&Mapping
* 7♦ Landscape Architecture• Presentation Graphics
Sj.� GIV1�- ��P 320 Hartnei) Ave, Redding,CA 96d02
� TF OF CAUF�� 530.221.1792 voice• info@sdsengineering.com
DATE: JULY, 2025 SCAL.E: 1"= N/A SHEET 1 QF 6
P: ro' 0 86 W 05386F —UNIT5: w 5.0386:00
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CONDITIONS: 105. A�L PRIVATE DRIVEWAYS TO OUTPADS SHALL HAVE:
37. A 10—FOOT W(DE BUI�DING SETBACK SHAL� BE ESTABLISHED ON THE FINAL MAP ADJACENT TO THE
11. THIS SUBDIVISION HAS FRONTAGE A�ONG STATE ROUTE 299 AND IS AFFECTED �Y Tf2ANSPORTATI�N DESIGNATED OPEN SPACE EASEMENT AREAS, EXCEPT SIDE—YARD SETBACI�S ON LOTS 1, 18, 19, 74, A. A h�INIMUM WIDTH OF 22 FEET.
NOISE. PRACTICAL AND FEASIB�E MITIGATION MEASURES HAVE BEEN INCORPORATED INTO THE PR�JECT 91, AND 231. NO VERTICAL BUI�DING CONSTRUCTION OR WOOD/COMBUSTI�LE FENCING SHA�L BE
FOR NC�1SE ATTENUATION. THE STATE WILL NOT BE RESPONSIBLE FOR RESPONDING TO ANY ALLOWED IN THE SETBACK AREA, NONCOMBUSTIBLE ACCESSORY IMPROVEMENTS OTHERWISE ALLOWED B. A MAXIMUM GRADE OF 12 PERCENT, UNLESS A STEEPER GRADE
COMPLAWTS REGARDING OBJECTIONABLE TRANSPORTATION NOISE OR REQUESTS FOR FURTHER DESIRED BY ZONING MAY BE PERMITTED WITH APPROVAL OF THE FIRE MARSHALL. IS AUTHORIZED BY THE FIRE MARSHALL, BUT IN NO CASE
NOISE ATTENUATION DUE TO THE PROXIMITY OF THE SUBDIVISION TO THE STATE FACIUTY. SHALL THE GRADE EXCEED 15 PERCENT.
40. THE FINAL MAP SFlALL DEPICT THE LOCATION AND TYPE OF ALL NECESSARY PRIVATE EASEMtENTS AS
PLANNED DEVELOPMENT PLAN AND SITE DESIGN REQUIREMENTS MAY BE NEEDED IN THE GARDEN—COURT—HOME NEIGHBORHOOD LOTS TO FACILITATE SHARED VEHICLE C. A MINIMUM TURNING RADIUS OF 29 FEET INSIDE AND 45 FEET
ACCESS, ELECTRIC—METER ACCESS, PRIVATE UTILITY LATERA�S, AND OTH�R NEEDS INTEGRA� TO THE OUTSIDE.
13. THE STANDARD REQUIREMENTS OF CHAPTER 18 (ZONING) OF THE REDDING MUNICIPAL CODE AND THE PROJECT'S P�ANNED DEVELOPMENT DESIGN CONCEPT. SUCH PRIVATE EASEMENTS SHALL BE RECORDED
ZONING DESIGNATION UNDERLYING THE "PD" OVERLAY SHALL APPLY, UNLESS A SPECIAL flEVE�OPMENT AT THE TIME OF FIRST CONVEYANCE OF EACH AFFECTED PARCE�. D. EMERGENCY—VEHIC�E TURNAROUNDS.
STANOt�RD IS A�LOWED PURSUANT TO THESE CONOITIONS OR AS REFLECTED IN THE APPROVED 106. OUTPAD FLAG LOTS SHA�L HAVE A FIRE HYDRANT ON—SITE.
PLANN�D DEVELOPMENT PLAN. 45. N0 BUILDINGS, MECHANICAI. EQUIPMENT, DECKS OR PATIOS, OR SIMILAR PERMANENT IMPROVEMENTS
MAY BE PLACED WITHIN A PU�LIC SERVICE EASEMENT.
14. ALL SITE AND BUILDING DEVELOPMENT SHALL BE CONSISTENT WITH THE SALT CREEK HEIGHTS PLANNED
DEVELQPMENT PLAN PD-11-07, AS APPROVED BY THE CITY COUNCIL IN CONJUNCTION WITH TENTATIVE SEWER, WATER, AND ELECTRIC EASEMENTS
SUBDIVISION MAP S-15-07. FINA� PLANS SHALL BE APPROVED BY THE PLANNING DIVISION PRIOR TO PUB�IC SERVICE EASEMENT NOTE
RECORi�ATION OF A FINAL MAP OR ISSUANCE OF A GRADING OR BUILDING PERMIT, WHICHEVER OCCURS 68. N/A. ALL PUBLIC SERVICE EASEMENTS (PSE'S) AS SHOWN ON THIS MAP
FIRST. THESE PLANS SHALL CONSIST OF THE FINAL MAP AND �EVELOPMENT DETAI�S FOR GRAOING, ARE DEDICATED FOR THE PURPOSE TO ERECT, INSTALL, CONSTRUCT,
STREET AND UTIL.ITY IMPROVEMENTS, LANDSCAPE, TREE PRESERVATION, FENCING/WAL� DESIGN,
SOUND�-BARRIER DESIGN, SPECIAL PAVING AND ENTRANCE FEATURES, COMMON OUTDOOR RECREATION REMOVE, REPAIR, REPLACE, RECONSTRUCT, MAINTAIN AND USE FOR
AREAS, STREET LIGHTING, AND FINAL ARCHITECTURAL PLAN DESIGNS. PUB�IC SERVICE PURPOSES AND ANY AND ALL MATERIALS, FIXTURES,
FIRE PROTECTION AND EQUIPMENT NECESSARY FOR THE TRANSMISSION, DISTRIBUTION
LANOSCAPE REQUIREMENTS 102. THE CALIFORNIA CONSTRUCTION CODES, AS OF JANUARY 2008, REQUIRE ADDITIONAL SAFEGUARDS TO AND DELIVERY OF ELECTRICITY, WATER, SEWER, STORM WATER, GAS,
CAB�E TELEVISION, COMMUNICATIONS, AND INFORMATI�N SERVICE
29. LANDS�APE SHALL BE PROVIDED WITH THE DEVELOPMENT OF EACH MOME AS FO�LOWS: BE BUILT INTO ANY STRUCTURE RESIDING IN THE VERY HIGH FIRE—HAZARQ SEVERITY ZONE. AS SUCH, UTILITIES OVER, ALONG, UPON, UNDER AND ACROSS THE PARCEI. OF
THE FOLLOWING BUILDING—CONSTRUCTION REQUIREMENTS ARE APPUCABLE TO ALL STRUCTURES WITHIN REAL PROPERTY AS SHOWN ON THIS MAP. RESPONSIBILITY FOR
A. STANDARD CONFIGURED SINGLE—FAMILY LOTS. THE FRONT YARD AND STREET SIDE SETBACKS ON THE PROJECT, UNLESS THE AREA IS REMOVED FROM THE HIGH FIRE HAZARD SEVERITY ZONE PRIOR TO MAINTENANCE OF SAID LANDS SHA�L REMAIN WITH THE OWNER OF
CORNER LOTS AND STREET PARKWAY SHALL BE LANDSCAPED PRIOR TO OCCUPANCY. STREET ISSUANCE OF A BUILDING PERMIT. IF THE PROPERTY IS REMOVED FROM TNIS ZONE, ANY OF THE THE FEE TITLE OF SAID LAND AND NOTHING CONTAINED HEREIN SHALL
TREES SHALL BE PLANTED WITHIN 7 FEET OF PUBLIC SIDEWA�KS ON 30— TO 40—FOOT CENTERS FOLLOWING REQUIREMENTS STILL IN EFFECT AS A REQUIREMENT OF THE REDDING MUNICIPAL CODE OR gE CONSTRUED TO ASSIGN MAINTENANCE RESPONSIBI�iTY TO THE CITY
(BASEQ ON TREE TYPE); ADDITIONAL TREES MEETING CHAPTER 1$.45, TREE MANAGEMENT, OF THE CAL.IFORNIA BUIIDING OR FIRE CODE SHA�L BE SATISFIED: OF REDDING.
ZONING ORDINANCE SHAL� BE PLANTED ON THE LOT. A. RESIDENTIAL SPRINKLER SYSTEMS SHALL BE INSTALLED.
REQUIR�p STREET TREES WITHIN 7 FEET OF PUBLIC SIDEWALKS (ALONG THE PRIVATE PROPERTY �IDE B. ANY PROJECTIONS, INCLUDING, BUT NOT �IMITED T0, EAVES, BALCONIES, AND PATIO COVERINGS,
OF TH� SIDEWALK) SHA�L BE MAINTAINED BY THE FRON7ING PROPERTY OWNER. REMOVAL OF SHALL BE ENCLOSED ON THE EXTERIOR SIDES AND/OR UNDERSIDE WITH MATERIA�S APPROVE�
DISEAS�D, DEAD, OR DAMAGED TREES SHALL ONLY BE PERMITTED WHEN AUTHORIZED BY THE FOR 1—HOUR FIRE—RESISTIVE CONSTRUCTION TO PREVENT HEAT FROM EXTERIOR FIRES FROM
DEVELC�PMENTAL SERVICES DIRECTOR. REMOVED TREES SHALL BE REPLACED BY FRONTING PROPEF�TY BEING TRAPPED UNDERNEATH THE PROJECTION.
OWNER� WITH 15—GALLON TREES OF THE SAME SPECIES.
C. STRUCTURES CONSTRUCTED IN SUCH A MANNER THAT THEY ARE SUiPENDED ON PIERS OR
B. GARDEN COURT HOMES. ALL COMMON COURTYARD AREAS, FRONT YARDS, STREET SIDE SETBACKS, PILINGS OVER HILLSIDES SHALL BE OF NONCOMBUSTIBLE CONSTRUCTI�N, FIRE—RETARDANT—
OR A �ORNER LOT AND STREET PARKWAYS SHALL BE LANOSCAPED PRIOR TO OCCUPANCY. TREATED WOOD, HEAVY TIMBER, OR ENCLOSED ON THE SIDES WITH MATERIA�S APPROVED FOR
STREET TREES SHALL BE PLANTED WITHIN 7 FEET OF PUBLIC SIDEWALKS ON 30— TO 40—FOOT 1—HOUR FIRE—RESISTIVE CONSTRUCTION ON THE EXTERIOR SIDE IN A SUCH A MANNER AS TO
CENTERS (BASED ON TREE TYPE). THE LANDSCAPE PLAN SUBMITTED WITH FINAL DEVELOPMENT PLAN PREVENT THE UNDERSIDE OF THE STRUCTURE FROM BEING SUBJECT TO HEAT OR FLAME FROM
SHALL DELINEATE TREE—PLANTING DESIGN TO MEET THE INTENT`OF CHAPTER 18.45, TREE THE HILLSIDE BE�OW.
MANAG�MENT, OF THE ZONING ORDINANCE.
D. VENTING SHALL NOT BE LOCATED ON TNE DOWNHILL SIDE OF THE STRUCTURE WHEN CALIFORNIA
32. THE ES�ROW INSTRUCTIONS FOR THE SALE OF EACH LOT SHALL REQUIRE THAT THE PURCHASER BUILDING CODE VENTING REGULATIONS CAN BE MET WITHOUT INSTALI,ATiON OF DOWNHILL
AND S�LLER SIGN A STATEMENT THAT THEY HAVE READ AND UNDERSTAND THIS CONDITION OF VENTING. WHEN ATTIC AND UNDERFLOOR VENTS ARE NECESSARY ON BUILDINGS, THEY SHALL BE
SALE. fiHE PROPERTY OWNER(S) SHAL� CONSENT TO THE FORMATION OF, AND PARTICIPATION IN, LOUVERED AND SCREENED WITH 1/4—INCH METAL MESH TO PREVENT ENTRY OF SPARKS OR
A LANQSCAPE MAINTENANCE DISTRICT (LMD) FOR THE FO�LOWING: BURNING EMBERS. TURBINE ATTIC VENTS SHALL �E EQUIPPED TO ALI.OW ONE WAY DIRECTION
ONLY. THEY SHALL NOT FREE—SPIN IN BOTH DIRECTIONS.
A. SOUND WALL ALONG STATE ROUTE 299 (SR 299) AND ARTERIAL WALL ALONG
Bt�ENAVENTURA BOULEVARD AS REQUIRED BY OTHER CONDITIONS OF THE PROJECT E. SIDING SHALL BE NONCOMBUSTIBLE, AND THE EAVES SHALL BE PROTECTED WITH THE MATERIA�S
APPROVAL. APPROVED FOR 1—HOUR FIRE—RESISTIVE CONSTRUCTION.
B. IRRIGATION AND �ANDSCAPE ASSOCIATED WITH PROJECT ENTRANCE FEATURES AND TRAFFIC F. SKYLIGHTS SHALL BE TEMPERED G�ASS OR DUAL—PANE, EXCEPT WHEN THE STRUCTURE IS
CALMING FEATURES WITHIN THE PUBLIC RIGHT—OF—WAY; LANDSCAPING, TREE PLANTING, ANf� PROTECTED WITH A FIRE SPRINKLER SYSTEM.
IRRIGATION BETWEEN THE STREET AND OPEN SPACE; AND TREE REPLACEMENT ONLY WITHIN G. GUTTERS SHAtL BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIAL AND SHALL BE PROVIDED WITH
THE PARKWAYS ADJACENT TO INDIVIDUAL LOTS. A MEANS TO PREVENT ACCUMU�ATION OF LEAVES AND DEBRIS IN THE GUTTER.
C. IRRIGATION, TREE PLANTING, AND PARKWAY LANDSCAPE ALONG BUENAVENTURA BOULEVARD H. EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS, AND GLAZED 0(�ENINGS WITH EXTERIOR ��L� ��EEK
AND ROAD 0 (HALEAKALA AVE) AND ROAD C (WRANGELL WAY AND ARCHES AVENUE). DOORS SHALL BE INSULATED GLASS UNITS WITH A MINIMUM OF 1 TEMPERED PANE, EITHER iN OR H EI GH TS U N I T 5
D. A�.� SUBDIVISION ENTRANCE FEATURES AND MONUMENT IDENTIFICATION THAT ARE NOT OUT, OR GI.ASS BLOCKS, OR HAVE A FIRE—RESISTIVE RATING OF NOT I.ESS THAN 20 MINUTES, OR
LQCATED WITHIN A COMMON AREA HELD BY A HOMEOWNERS' ASSOCIATION. OTHER ASSEMBLIES AS APPROVED BY THE CITY OF REDDING BUILDING DIVISION AND FIRE ' — O 1 �— OO� �V
DEPARTMENT. G�AZING FRAMES MADE OF VINYL MATERIALS SHALL HAVE A WELDED CORNER AIYI N D �
E. A PRORATED SHARE OF PARK FACILITIES IN ACCORDANCE WITH THE PROJECT DEVELOPMENT METAL REINFORCED IN THE INTERLOCK AREA AND DISPLAY< ANSI/AAMA/NWWD.
A�REEMENT. I. ROOFS SHAL� BE IN COMPLIANCE WITH THE CAUFORNIA BUILDING CODE AND HAVE A C�ASS A S- 15— O�
F. STORMWATER—TREATMENT FACILITIES AND EROSION—CONTROL MEASURES ASSOCIATED WITH ROOF ASSEMBLY. P D- 11 — O�
THE STORMWATER MANAGEMENT. NOTE: THE FIRE DEPARTMENT HAS A FIRE SAFE BUILDING CONSTRUCTION AND METHODS FOR WILDLAND
' G. FIRE—FUEL MANAGEMENT lN OPEN SPACE AREAS. AFTER ACCEPTANCE OF SUBDIVISION URBAN INTERFACE AREAS APPLICATION MANUAL, WHICH OUTLINES THE NEW REQUIREMENTS. BEING A RE—SUBDIVISION OF PARCEL C AS SHOWN ON
IMPROVEMENTS, INCI.UDING INITIAL ABATEMENT, THE FIRE MARSHALL WILL CONDUCT ANNUAL THE MAP OF SALT CREEK HEIGHTS UNIT 3, IN BOOK 25
INSPECTIONS AND ARRANGE FOR MITIGATION ON AN AS—NEEDED BASIS. MAINTENANCE IN OF MAPS AT PAGE 18 �OCATED IN THE CITY OF REDDING,
VEGETATION—MANAGEMENT AREAS GENERALLY WILL CONSIST OF ABATEMENT OF DEAD GRASS, 103. PRIOR TO OCCUPANCY OF RESIDENTIAL LOTS, VEGETATION CLEARANCE AR4UND STRUCTURES SHA�L SHASTA COUNTY, CALIFORNIA
WEEDS, BRUSH, AND TREE LIMBS ON THE GROUND AND MAY REQUIRE THE USE OF A SMA�L MEET THE MINIMUM REQUIREMENT OF THE REDDING MUNICIPAL CODE TITLE 9 SEC. 9.20.160, AND FOR
TRACTOR, MOWER, HAND TOOLS, WEED EATER, OR OTHER EQUIPMENT. GENERAL PLAN POLICY HS4E. THE FOLLOWING DISCI.OSURE STATEMENT SHALL BE PROVIDED AS PART OF
THE TRANSFER OF PROPERTY TITLE: SIERRA PACIFIC LAND & TIMBER COMPANY
DEDICATIONS, EASEMENTS, AND MISCELLANEOUS MAP REQUIREMENTS
A. THE OWNER ACKNOWLEDGES THAT SAID PROPERTY IS LOCATED WITHIN A VERY HIGH WI�DI.AND DOCUMENT NUMBER ZQ�5-0031025
35. THE AREAS IDENTIFIED AS "OPEN �PACE" ON THE TENTATIVE MAP SHALL BE ENCOMPASSED BY A FIRE HAZARD ZONE (UNLESS THE PROPERTY HAS BEEN REMOVED FROM SAID ZONE). 'g�
PRIVAT� OPEN SPACE EASEMENT DEDICATED ON THE FINAL MAP FOR THE PURPOSE OF MAINTAINING
THE EASEMENT AREA IN A NATURAL UNDEVE�OPED CONDITION WITH NO FENCES. LOT LINES SHALL BE B. THE OWNER ACKNOWLEDGES THE PROVISIONS OF RMC TITLE 9 SEC. �.20.160, REQu�R�Nc PROPER SHARRAH DUNLAP SAWYER� INC.
EXTENL�ED THROUGH THE PRIVATE EASEMENTS. ACTIVITIES ALLOWED IN THE PRIVATE OPEN SPACE MAINTENANCE OF FIREBREAKS AROUND OCCUPIED STRUCTURES, INCLUDING ALL REQUIRED ,
AREA SHALL BE LIMITED TO PASSIVE RECREATION, UTILITY MAINTENAf�lCE, AND FIRE—Fl1EL lv9ANAG�iViE(VT STRUCTURE MAIf�ITENANCE REQUIREMENTS. Civil Engineering• Land Pianning• Surveying&F�tapping
(BRUSM REMOVAI. AND TREE LIMBING) WITH PRIOR APPROVAL OF THE CITY. THE FINAL CONFIGURATION �andscape Architecture • Presentation Graphics
OF EASEMENTS SHAL� BE REVIEWED FOR APPROVA� BY THE DEVELOPMENT SERVICES DEPARTMENT. C. PRIOR TO ANY VERTICAL CONSTRUCTION, A 20—FOOT WIDE ALL—WEATHER SURFACE ROAD SHAL� 32o Hartnell Ave, Redding,CA 96002
BE CONSTRUCTED AND REMAIN SERVICEABI.E TO AL� DEVELOPWG LQTS AND FIRE HYDRANTS 530.22�.�792 voice• info�asdsengineering.com
INSTALLED WITH ADEQUATE FIRE FLOWS AVAILABLE FOR FIRE—SUPPR�SSION PURPOSES. �
-- DATE: JULY, 20�5 SCALE: 1"= N/A SHEET 2 OF 6
P: r ' G 3 F — IT : :
. ?
RE�ORD DATA PER 25 MAPS 18 GURVE NOTE:
CURVE TA�LE
\ ALL CURVES ARE TANGENT TO THE ADJACENT
�' � �� CURVE RADIUS DELTA LENGTH COURSES UNLESS NOTED OTHERWISE WITH A
� �? --- _1__ RADIAL BEARING. -
\ ^ � � � ;� (��) 328.00' 2'S6'S9" 16,89'
�� � (N41'1�'09,�E� a � � �1e1��� �� �E/�R����
« � — � (C2) 20.00' 95'04'28" 33.19'
/ (76.81') �_ -- -'- � ` SOUTH 09'03'20" EAST BETWEEN FOUND MONUMENTS ON
' '�' ^ THE WESTERLY LINE OF "SAtT CREEK HEIGHTS UNIT 2", A
� (C3) 472.00' 26'26'14" 217:79'
� �� '�O. %�? � ;..
�/ �� �6,, � � A SUBDIVISION RECORDED IN BOOK 25 OF MAPS, AT PAGE 11.
A / ry,� 26 `s�, ;a � �%`* ;; (�4) 1026.00' 10'26'38" 187.02' .
� , �•�,� 25 �, ., _ _
,, � �� —
,�, , ^ • �' �4. r, � ' ;; ' (C�) 40.00' 46'02'32" 32.14' SET 5/8" REBAR W/ ALUMINUM CAP
„
� �.�: � � ._ � `s� *u � _ l ;� � MARKED LS 8184
�-- 'c��� / (C6) 30.00' 28'39'06" 15.00'
2C;;;�'n�' � �. 23 J� �� \ � . � y , SET BRASS TAG MARKED LS 8184 PER
`e�� / � 27 28 .J `C8� (C7) 68.00 46 37 51 55.34 � DETAI� "A"
�
� �,�`- �'` � �� �; 29 �
���� � � ,�ni 3Q RE�ORD DATA PER 25 MAPS 11 � MARKED$LS 8884 PER 25 MI APS 18 P
� �° �' y � Z1 �� ( � CURVE TABLE
� ��� / \ �<v 34 22 �� � ��` O FND 5/8" REBAR W/ ALUMINUM CAP
c� � �u � 3,3 �2 CURV� RADIUS DELTA LENGTH
MARKED LS 8184 PER 25 MARS 11
,,�
` ^n \ / � h C8 152.00' 29'S3'29" 79.30'
� '" �/ PO � � 31 T � ] � FND BRASS TAG MARKED LS 8184 PER 25 MAPS 11
/ �° � � �
� � � �r = 35 �� 18 19 20 t� I K5 I RECORD DATA �^') RECORD DATA PER 25 MAPS 18 AND MEASURED
� � `�C� � , 36 37 � c� RER 25 MAPS 18 N RECORD DATA PER 25 MAPS 11 AND MEASURED
Q� � ��� � '��� 3$ Z � �— �_ UNE TABI.E � }
� / 6. �-
<c � / � � `L�` 43 J � z-�, `� LINE BEARING LENGTH (R) RADIAL
� G� /�� p�' '� \ �� 16 15 14 13 � Q t� G) e-
;i � e � / \ �5 �,�'�°� �W w F` �- (L1) N59'40'S5"W 110.28' (T) TOTAL
� .> (N35'49'15"E}(R) �'` 4,4, 42 � m c^ u-�
n- c� (C2� (137.95') ^-, � L� 56 41 40 �9 Q w �- u` �� (L2) S18'27'44"W 26.86' FND FOUND
� '�� �'s� � , 45 Z N � �� u� R/W RIGHT-OF-WAY
/ . s�. \ 0 9 10 11 12 ;�, cn�: � �� RADIAL TABLE
/ Y9� ,�, 55 4 6 c� o � ;> PSE PUBLIC SERVICE EASEMENT
��2� •�R��., N Q F J RADIAL. BEARING
/ � F� 54 �,� m i,i R1 S56'18'15"E SS SANITARY SEWER
�� � 49 50 51 �2 I � WC WITNESS CORNER
� � �� ��R` 53 4� 8 7 6 5 ��, ( �� ( R2 N�r��'So�w
� �N�3'4S• � ���� (�4428 ' R3 N61'39'39"E ���%� EXISTING PSE AND SLOPE EASEMENT
Q, S8h �25523 � � � PER 25 MAPS 18
� w �io� s�o� , B�4C�L�1��5 �OULEVARD �\ R4 N2�•o2'o5"w
v o'�e 142.ss > 2o7.3g' °` 1 2 3 4 �� � �; ( . , �
(N7'15'32"E 77.43') Q� y � � � R18 S10 23 30 E
�� � \ �(S80'S6'4(}"W 350.31'} (C6) (C7, L �
•
�ry�� � � (N50'00'28"W 52.52') [S��67.59']w]'
\
.3 �
oN \ G�
� \ � �'
.� ?� � .; G)
\ \ � �� \ `'�nC SALT CREEK
� � `�-' `' � � -'
�� <c
� � R c� � i= �J HEIGHTS UNIT 5
�2 �;
15' WATER LINE �� �� AMND- 2017— �016�
EASEM�NT PER �
1425 Q�R. 463 (C5) � � � � �
R � �> / � S 15 07
Sr (N70'40'4�4`W 16.37') c� / � �D— 11 � O�
q ` \ � � BEING A RE—SUBDIVISION OF PARCEL C AS SHOWN ON
F(e '�'�� \ l �� �' TNE MAP OF SALT CREEK HElGHTS UNiT 3, IN BOOK 25
�'F�q'y�'1�q y \ / _, �,� � � OF MAPS AT PAGE 18 LOCATED IN THE CITY OF REDDING,
��� n_ � SHASTA COUNTY, CALIFORNIA
--,
�y 299 � � � '�
�C � FOR
\ � / n_ c.'�
� SIERRA PACIFIC LARlD d� TIM�ER COINPANY
,
DOCUMENT NUMBER �018-0031025
BY
SHARRAH DUNLAP SAWYER, INC.
��� � 50 ��� Civil Engineering• Land'Planning• Surveying&Mapping
Landscape Architecture• Presentation Graphics
1 INCH = 100 FEET 32o Hartnell Ave, Redding,CA 96002
530.221.1792 voice• info@sdsengineering.com ,
DATE: JULY, 2025 SCAL.E: 1"= 100' SHEET 3 OF 6
- - - -- - -
� �
_
LEGEND: I'RIVATE EASEMENT NOTE:
CURB LINE
SET 5/8" R�BAR 1N/ ALUMINUM CAP MARKED LS 81�4 •PSE AND � FACE OF WALK DISTANCES OTHER
O ALL PRIVATE EASEMENTS TO BE RADIAL TABLE RADOAL TABLE
CONVEYED AND RESERVED AT THE THAN 5° ARE NOTED
� SET BRASS `TAG MARKED LS 8184 PER DETAIL "A" •PRIVATE EASEMENT FOR DRIVEWAY ACGESS, PRIVATE �ME OF SALE OF EACH �OT. RADIAL BEARIt�G RADIAL BEARING ON EACH LOT AS WC
STORM DRAIN, WATER SANITAF2Y SEWER, ELECTRIC, � �
� SET BRASS TAG MARKED LS 8184 TELEPHONE AND COMMUNICAI`IONS. C��� ��'�'E: R4 N27'02'05"W R8 S80'S6'40"W
_ � _
� SET STANDARD CENTERLINE MONUMENT MARKED LS 8184 ALL CURVES ARE TANGENT TO THE R5 N29'49'�7"E R10 N87'26'32"W ��tiF.o�
EXISTING PSE AND SLOPE EASEMENT ADJACENT COURSES UN�ESS NOTED �Q
• FND 5/8" R�BAR W/ ALUMINUM CAP MARKED LS 81�4 PER 25 MAPS 18 OTHERWISE WITH A RADIAL BEARING. R6 N5'22'01"W N�z - �'
PER 25 MAF�S 18 3/4" BRASS TAG 1N TOP OF SIDEWA�K MARKED
R7 N9'03'20"W LS 8184 AT THE INTERSECTION OF THE LOT LINE
OO FND 5/�" REBAR W� ALUMINUM CAP MARKED LS 8184 r�� PR�LONGAT'BQN AND 5.00' OFFSET LINE PARALLEL
PER 25 MARS 11 � c�,...� ��� � WITH THE STREET R/W, UNLESS OTFiERWISE NOTED
� NEET SEE SH EET 5
(N) RECORD DATA PER 25 MAPS 18 AND MEASURED ^�,�N 5 SEE DETAIL "C" � � I / r�
(R) RADIA� � r = � 35 ON SHEET 5 U � 1 � 7 , 1 $ 19 2� N.T.S.
(T) TOTAL �� S 18.70' 36 v � 10.00
,� / LS ESMT
�
�S24 4 y 37 � �� ` � 8.01' 6.tJ1' 4.01�' �
FND FOUND � p S22�8'(rj F 20.14' 38 , I v � � � � 47.98' ' 9 OQ9 , 32.09 ' 41 01� '�� tX1RVE TABLE
L� LANDSCAPE - PRIVATE EASEMENT �� 64 4.79' Sgs, , 10.00 --I � I C15 S80'S6'40"W 166 99' T � CURVE RADIUS DELTA LENGTH
� ^� � h � � �. .� ��4 04�11"E LS ESMT ( ;�. ( I ( , � , . , „ ,
R/W RIGHT-OF-WAY ,�,�` � 3�T) ( � � y C8 272.00 5 59 48 28.47
v' ,� , ! '- 35.15� � N80'56'40"E co � 5' PSE 3 � A � i� i,�.
,�c� �� �l �. _ , 3g, . _, � I � 5 �'�" � � N � M N C10 20.00' 90'00'00" 31.42'
�, � � � 43 21,24 94 , 2 , � " � w
PSE PUBLIC SERVICE EASEMENT ,` � �, 6 � . � 8 �g �35.41 � PSE ;� � A �, , � �� � ►� �� � M�
.��c ^' �,�` i� 6,024 SF r; 39.g4'-� 'A' � � � r-rn � �a� a' �a' '� �-.
SS SANITARY S�WER �.,�- ;�;�} ,�F, g'�1 � . `� 11.77' , ► ► d' � �� ' °' ^ ' °' � ,a',�- � `t' C11 68.00' 60'24'27" 71.69'
,. �„ ,�� ��• �r 12.89 � I 28.00 28.00 � I �-� � '� 3 a�
c•• .
WC WITNESS COf�NER �y, ��� �� � p���� ` � N 0' ' „ i� N � � I , � �' _ M C12 68.00' 40'15'S4" 47.79'
c�r � , , , .- � � 56.00 �
�L� hq� �w 93.66 � a; � o � � � � . � C13(T) 68.00' 147'18'12" 174.82'
'� �• '��0� r. o � 44 o N o `- �a� � O c� '- �� � I r. W ^ � �� Z C14 30.00' 28'39'06" 15.00�
� � .3,653 SF M � d'� w �N W d"� �,,� M� � � � Z � N80'S6'40„ 167.00'(T
� -- - � „
-
r T� 0-1 . � �ri o � � �r' o � � �' N "c� � rn � � � � • - C15 222.00' 0'36'S8" 2.39'
I I � O � N80' '40" �- N N c� I r °' c, J 7.99 39.00 .00 1.0
N
I % , I \ � 93.66' .- o � . . _ . . _ . .�
L� 7,8 8 S F � . o o � � W N C 1 6 2 2 2.0 0' 2 3'3 8'3 8" 9 1.6 1'
� 4.3 2 � . r. c t� a, . . � cv
1� �� � 4 g o N �, � � � N w
�='� o N N 3 � o N �,: C17 250.00' 23'38'38" 103.17'
��.___� \ o�) 3,653 SF � 3 . _ . - . � w � , _ � *
�''�� � / M� M c�v N N � N � r � r� v�`'i = � � i� N G18 278.00' 23°3�'3�" 114.72'
� �' _ - S80'56'40"W 132.65' �� N80'56'40"E 93.66' i� �'`� i� Z o '`� � �N - �''� i� �-rn - M N ao
� Q-1 .� 8.26' c� � o O • �r I � �r �o' _ r� r-i. d: ��c '"� ► . � » ,
'1�' � `1� �d--�w� 16.01' °' . � » � Z °' U N °' I `� . a' �� o� M . a' M � � � �� C21 272.00 0 56 52 4.50
h � �, 55 � ,� o� z N80 56 40 165.19 (T) N) r� rn
� °� °� h � � o o� 46 � `� � �' C31 48.00' 90'00'00" 75.40'
�°�• �'�• 5,590 SF ao a;cv� 39.19 39.00 3 .00' 48.00' ( ' N � =�
� � � -�3,653 SF � f-- 10.00 ,,�
� '�� S80'S6'40"W 169.49' � � � . , „ � ( � LS ESMT , , » , � Q �7 �-
,�� 10.26 N 4 N � � S80 56 4Q W 167.00 (T) � G�
, ;;
��`� �• � 25.41' � �. 93.66 . . . � 47.99 - 39.OfJ - 39.00 -� � 41.00 �'• -m �` �.
L��•1 O �8�� 7.08' WC 6,579 SF j � o . 47 o w . _ . . . - - . . - N 5'� � � 32.9�' � 35.00' � 39.00' •� W -r `
O� �� � 3,653 SF � � � � � N �� N tV i,,� � � PSE A � ( 6.01 4.t�1 2.00 N � i� c.'i
� �
L``��, � t�..� :� S80'S6'40"W 166.23' � � N . ► » M � �� " v�,' �� " v,' t�[)rn ., a' �� I � � r�i � 8 3 � � � � N o � � 40 0 20 40
�i O� ,,� 'Q�2)2�\ 12.26' , r� , o c.� . o N o � � ` � 4,616 SF: � ,�i �� � r'� �o . r"i �� M °�' Q ��
�• �Q� 93.66 d' �t" �r .
`� ?�2 00• �� 53 � _ . W Z Z �o.00' --a � � � � � � � � � m u�
DO• d� : ` 6,755 SF rn � 4'$ � o LS ESMT � I I � \ � � � � � �'i Z� r� °' 1 INCH = 40 FEET
,�. 3�SS'�„ \ r 4,4 9 6 S F a ao R 8 1 � � z z
4�
� SALT CR EEK
�3 44• , SS � .� � � -�1 in� �t- ��- � � �
� \�O• S23S» ����8007'-� C21 �- - - - - -�- - - - - - - - - - - - - - - - -� �l � � . ����
�O d�4 , 213 04' -89.16'- ! 39.19'- -39.00' -39.00'- 28.00� � N L � - � H E I G H TS U N I T 5
E- /3�'�-R� �.3 4 S?3 5.. T Q � .� N80 56`40"E 2 4.35'(T) o � G � R 1 p c� 6.00' . . �4.0�?' 2.00' - - � `
W �8g��� 2800, L�234 � �� � o G'S � � 33.QC? 3 . 0� 39.00� , -
� �97 a I � cS`- 5 WC � 37�39 S80 56 4�0 156 39 (T) 1�� A M N D� �O 1 �- Q 016 0
_ �(N> SFf 4�4 .S2 � S80'S6'4fl"W 234.35' _� N � A � � - - . . _. , „ , �
� 3•4S, 4 35�� � o � `r�` �;� � � � - -
BADLANDS BOU�EVARD o .
� � � S 15 07
s8�� 2' �2Ss 90,� � -�. � _ . L
W6 p�) 142.96' _ (207.35') N C;�� 1 � i� N ` v�`i � io v�'i I D- 11 - O�
� �:\ `- - ' j.� �-�� 5,253 SF : � N M • o M M " o ,d.,� o �� BEiNG A RE-SUBDIVISION OF PARCEL C AS SHOWN ON
� (S80'S6'40"W 350.31') � `� • rn �n ' °' � a, THE MAP OF SALT CREEK HEIGHTS UNIT 3, !N BOOK 25
�\ \ � (R=30.00') °G� � ''� "' OF MAPS AT PAGE 18 LOCATED IN THE CITY OF REDDING,
�� SHASTA COUNTY, CAUFORNIA
��
\ (�28-15'00 ) (N50"00'28"W) �
�
�� \ � c� �' � _ , (52.52') 48.59' 39.0 ' 39.00' 41.00' �� ' FOR
_; �� (R-68.00 )
�� � \ :> � (d=147'18'12") �' 80'S6'4Q"E 167.59') �� .Si�E�RA PI�Ci���'s �N� � ��Il����_ �e��0l4���Y _
� � \ � «� ��=174.s2�) DOCUMENT NUMBER 2018-0031025
c� ca BY
c�
SHARRAH DU N LAP SAWYER, I NC.
Civil Engineering• Land Planning• Surveying& Mapping
Landscape Architecture• Presentation Graphics
320 Hartnell Ave, Redding,CA 96002
530.221.1792 voice• info@sdsengineering.com
DATE: JULY, 2025 SCALE: 1"= 40' SHEET 4 OF 6
. i
9
� - ,
CURB LINE RADIAL TA�LE RADIAL TABLE �1RNE Ti�LE LEGEND:
�'ACE OF WALK DISTANCES OTP�iER RADIAL BEARING RADIAL BEARING CURVE R�DIUS DELTA LENGTH O SET 5/�" REBAR W/ ALUMINUM CAP MARKED LS 8184
THAN 5' ARE NOTED \ _
ON EACH LOT AS WC R11 N81'33'38"E R18 S10'23'30"E C15 2�2.00' 0'36'S8" 2 39, " "
� � � SET BRASS TAG MARKED LS 8184 PER DETAIL A
_ � _ � R12 N88'45'27"E C16 2�2.00' 23'38'38" 91.61' � SET BRASS TAG MARKED LS �1�4
�iiy�,o� � � R15 S57'08'49"E C17 2�0.00' 23'38'38" 103.17' � SET STANDARD CENTERLINE MONUMENT MARKED LS 8184
n
NOTE: �J- � � R17 S24'31'33"E C18 278.00' 23'38'38" 114.72' FND 5/8" REBAR W/ ALUMINUM CAP MARKED LS 8184 PER
3/4" BRASS TAG IN TOP OF SIDEWALK MARKED � 25 MAPS 18
LS 8184 AT THE INTERSECTION OF THE LOT LINE � � � RECORD DATA PER 25 MAPS 11 C19 278.00' 7'48'47" 37.91'
PROLONGATIQN AND 5.00' OFFSET LINE PARALLEL \ / � . � » �: p FND 5/�" RE�AR W/ ALUMINl1M CAP MARKED �S �184 PER
��� y�� C20 278.00 15 49 51 76.�1
WITH THE STREET R/W, UNLESS OTHERYVISE NOTED � � 25 MAPS 11 .
� �� ;; CURVE RADIUS DELTA LENGTH C22 2Q8.00' 18'15'S3" 66.31'
� sEE DETAIL "B", , . , „ , � FND BRASS TAG MARKED �S 8184 PER 25 MAPS 11
N.T.S. (N41'18'09"E) � � THIS SHEET [C8] 152.00 29 53 29 79.30 C23 2Q8.00' 16'51'S0" 61.22'
. �76 81�� �� � (N) RECORD DATA PER 25 MAPS 18 AND MEASURED
CURVE N�TE. , --- � UNE TABLE C25 180.00' 35'07'43" 110.36'
\ �r'�, � C26 1��.00' 14'08'03" 37.50' �N� RECORD DATA PER 25 MAPS 11 AND MEASURED
ALL CURVES ARE TANGENT TO THE ADJACENT ;s� LINE BEARING LENGTH
COURSES UN�ESS NOTED OTHERWISE WITH A \ � r
C27 152.00' 15'45'26" 41.80' �R) RADIAL
RADIAL BEARING. � � � � L3(T) N14'35'18"E 31.59' - T TOTAL
^„ h`� � � - -- �4(T) S14'35'18"W 31.59' C28 1�2.00' 35'07'43" 93.19' � �
�v ^ � '�6'• � � C29 2�2.00?' 23'01'40" 89.22' FND FOUND
� �� ,acp, � '
` �h-�� � � ,�N hM �o� =° C32 2Q8.00' 35'07'43" 127.53' R/W RIGHT-OF-WAY
\ h' ry��O •o� � ,�� \ � 6cS` 5��..T ;;���K Fi��GF;T� LS LANDSCAPE - PRIVATE EASEMENT
� �`� h• ^ �j � � � ����T �
. � �
� ! �� �3 ^ � -� � ��' ��^�� � � ---- PSE PUBLIC SERVICE EASEMENT
� � ry � � � � \ r-----v�-- �
�� ,�� � ��'99� �� � .o`� �/�y`� �� � r's �� � � � S80'S6'4Q"W � SS SANITARY SEWER
-r�
< , � � �� \. �� � ',3 ��� �j (N81'3 ' ►� U 47.98' WC WITNESS CORNER
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S E E S H E E T 4 1 INCH = 40 FEET DATE: JULY, 2025 SCALE: 1"= 40' SHEET 5 OF 6
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�SMT "B" ES'�IT "C" ES'MT "D"
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l��lE TABLE UNE TABLE UNE TA6LE
LINE �EARING LENGTH LINE BEARING LENGTH LINE BEARING �ENGTH LINE BEARING LENGTH •PRIVATE EASEMENT FOR DRIVEWAY ACCESS, PRIVATE
� L136 N72'S1'�8"W 16.19' STORM DRAIN, WATER SANITARY SEWER, E�ECTRIC,
L4(T) S1�'35'18"W 31.59' L46 N80'56'40"E 21.00' L66 N80'S6'40"E 17.60' TELEPHQNIE AND COMMUNICATIONS.
26 L137 N17'08'S2"E 66.00'
L30 S8C?'S6'40"W 61.89' L47 S9'03'18"E 19.00' L67 S9'03'20"E 19.00' 2rj
L31 N�'03'20"W 19.00' �48 N80'S6'40"E 50.00' L68 N80'S6'40"E 50.00' 24 L138 S72'51'08"E 108.19' PRIVATE EASEMENT NOTE:
PSE "H" & PRIVATE L139 S17'08'S2"W 19.00' AL� PRfVATE. EASEMENTS TO BE CONVEYED AND
L32 S8�'S6'40"W 50.00' L49 N9'03'18"W 19.00' L69 N9'03'20"W 19.00' RESERVED AT THE TIME OF SALE OF EACH LOT.
ACCESS ESMT L140 S72'S1'Q8"E 50:00'
L33 S�'03'20"E 19.00' L50 N80'S6'40"E 32.00' L70 N80'S6'40"E 26.20' � i \ ES'11IIT '�G" ESMT
L51 S9'03'18"E 19.00' L71 S9'03'20"E 19.00' o C�38 L141 N17'08'S2"E 19.00' UNE TABLE CURVE TABLE
L34 S��'S6'40"W 16.37' M'
n "? L142 S72'51'08"E 31.14' LINE BEARING LENGTH CURVE RADIUS DELTA LENGTH
L35 N9'03'20"W 66.00' L52 N80'S6'40"E 50.00' L72 N80'56'40"E 50.00' �o ,°' 23 � _ , , „ ,
/ • � °� ' C33 222.00 6'0913 23.84
o ,, „ C��2. L113 S75 24 42 E 33.19
L36 N80'S6'40"E 14.00' L53 N9'03'18"W 19.00' L73 N9'03'20"W 19.00' � � M L13 ��4p J. � / � .- \ > » � C34 152.00' 6'13'S0" 16.53'
L37 S9'03'20"E 19.00' L54 N80'56'40"E 14.00' L74 N80'S6'40"E 14.OQ' ��6� � � Gp� j � ' �114 S14'3518 W 19.00
„ . �1 / L115 S75'24'42"� 50.00' C36(T) 68.00' 59'S1'36" 71.04'
L38 N�0'S6'40"E 50.00' L55 S9'03'20"E 66.00' L75 S9'03'20"E 66.00' 27 J `"� �1 0`' i�
28 �1�2 � 3� N �`� V�` �i 21 „ » � r` L116 N14'35'18"E 19.00' C38(T) 272.00' 7°55'28" 37.62'
L39 N�'03'20"W 19.00' L56 S80'S6'40"W 14.00' L76 S80'S6'40"W 14.00' Zg � V ��� PSE B & PRfVATE . � �� � � • � �� �
L57 N9 03 22 W 19.00 L77 N9'03 20 W 19.00 30(,�28 / / 22 ACCESS ESMT L117 S75 24 42 E 108.00 C39(T) 278.00 1411 (�2 68.82
L40 N�0'S6'40"E 22.00' • , „ , � „ , � � �/ L34
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L41 S9 03 20 E 19.00
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• � �� � L59 S9 03 22 E 19.00 L79 S9 03 20 E 19.00 / v� ,� � C46 68.00' 31'44'S4" 37.68'
L42 N�Q 56 40 E 50.00 34 // "� �
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L43 N9 03 20 W 19.00 ��19 3J' // � . � ' �121 N75'24'42"W 50.00'
L44 N�0'S6'40"E 20.74' L61 N9'03'22"W 19.00' L81 N9'03'20"W 19.00' � % �0 32 � � 11 67'� . � ��.3$ ��� � . � „ � C48 208.00' 9'16'21" 33.66'
J� N ��23 31 I ' M �q`.2 �. � ' L122 S14 3518 W 19.00 , , » >
�62 S80'56'40"W 50.00' L82 S80'S6'40"W 50.00' � �' ��21 c� M �. � �36 r` C49 208.00 9'4314 35.29
�SMT "F" " � � `r � i c.�> � :�� ' 1.123 N75'24'42"W 32.00'
�INE TABI.E L63 S9'03'22"E 19.00' L83 S9'03'20"E 19.00' J � � N ��27 � `4� l�40 20 C50 278.00' 7'13'(�2" 35.02'
, , „ , , » , o ��25 J i � ,) 8 L124 N14'35'18"E 19.00' C51 278.Q0' 6'S8'C}0" 33.80'
LINE �EARING LENGTH L64 S80 56 40 W 21.00 L84 S80'56 40 W 24.81 � � � 7 19 '
' `"� c.� L125 N75'24'42"W 50.00'
�89 S9'03'20"E 29.44' L65 N9'03'20"W 66.00' � v I � ____ t--- � • � �� � C52 272.00' 6'S8'35" 33.12'
� . rn L126 S14 3518 W 19.00
L90 S80'S6'40"W 19.00' . C1�j � �115 d. o � I I ' C53 272.00' 0'56'52" 4.50'
ESMT "H" \ � ,^ � I L127 N75'24'42"W 24.32'
L91 S�'03'20"E 50.00' LINE TABLE �' v
PSE "C" & PRIVATE '
• � �� � LINE BEARING �ENGTH 35 36 37 ���3 ` ACCESS ESMT
L92 N�0 56 40 E 19.00 =
. > » > PSE „G„ & PRIVATE 1 W ' �� 13 I r
L93 S�'03'20"E 32.00' ��28 N72 51 08 W 22.31 ACCESS ESMT 38 � 5, ' Q 1 i � 5 14 �54
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L95 S9'03'20"E 50.00' L130 N72'S1 08 W 50.00 � ��o,, �� � �p,00'--� � r j �_ � �
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L97 S9'03'20"E 53.64' L132 N72'S1'08"W 32.00' � ��j L10� 40 39 �'' p � M � L58 j.� � `"�r '
L99 N�'03'20"W 37.58' L133 N17'08'S2"E 19.00' ! �`� � q.2 41 � ' v J M � �62 J J �5
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L100 N�0 56 40 E 19.00
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L102 S80'S6'40"W 19.00'
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L107 N9'03'20"W 32.00 -' � r J M
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L108 N80'S6'40"E 19.00' �� �� �92 ��O$ A C C E S S E S M T � � L68 `�'-► � - OF MAPS AT PAGE 18 LOCATED IN THE CITY OF REDDING,
PSE F & PRIVATE q-g � � � J _ ..- ..-► SHASTA COUNTY, CALIFORNIA
ACCESS ESMT
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320 Hartnell Ave, Redding,CA 96442
530.221.1792 voice• info�asdsengineering.com
1 INCH = 50 FEET DRTE: JULY, 2025 SCA�E: 1"= 50' SHEET 6 OF 6
P: r ' 036F - NITS. . $ �