GENERAL NOTES
1. THE TERM "OWNER" OR TENANT SHALL REFER TO HIS/HER AGENTS OR REPRESENTATIVES.
THE TERM "GENERAL CONTRACTOR" AND "G.C." SHALL REFER TO THE PERSON AND/OR PERSONS WHO HAVE CONTRACTED OR SUBCONTRACTED FOR THE WORK.
2. THE TERM "WORK" AS USED IN THESE NOTES SHALL INCLUDE ALL REVISIONS AS DRAWN OR
SPECIFIED IN THESE DOCUMENTS AS WELL AS ALL OTHER PROVISIONS SPECIFICALLY
INCLUDED BY THE OWNER IN THE FORM OF DRAWINGS, SPECIFICATIONS AND WRITTEN INSTRUCTIONS.
3. G.C SHALL VISIT JOB SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BEFORE SUBMITTING BID. ANY DISCREPANCIES WITHIN THESE DRAWINGS AND/OR BETWEEN THESE
DRAWINGS AND EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY THE G.C. PRIOR TO THE START OF ANY WORK. G.C. SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF THE CONTRACT DRAWINGS APPEAR TO BE
UNCLEAR, AMBIGUOUS OR CONTRADICTORY, THE CONTRACTOR MUST REQUEST
CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THAT PART OF THE WORK. IN CASE OF DISCREPANCIES OR CONFLICTS NOTIFY ARCHITECT BEFORE PROCEEDING WITH ANY WORK.
4. GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE OWNERS REQUIREMENTS
PRIOR TO BIDDING AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THESE REQUIREMENTS. ALL WORK SHALL BE PERFORMED AS TO COMPLY WITH ALL GOVERNING
STATUTES, ORDINANCES, GOVERNMENTAL AND JURISDICTIONAL PERMITS AND APPROVALS AS OBTAINED. CONTRACTORS SHALL NOT SUBMIT A BID FOR THIS WORK UNLESS THEY ARE FULLY QUALIFIED AND LICENSED BY THE STATE IN WHICH THE WORK IS BE PERFORMED.
ALL WORK SHALL BE PERFORMED IN A PROFESSIONAL MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION THEREOF.
5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING BUILDING PERMIT APPROVED PLANS AS APPROVED FOR ALL PERMIT REVISIONS AND OTHER CHANGES. NO
WORK SHALL BE BEGIN PRIOR TO RECEIPT OF BUILDING PERMIT AND REVIEW OF PERMIT PLANS BY G.C.
6. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY OF PERSONS, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION ,
COMPLIANCE WITH STATE AND FEDERAL REGULATION REGARDING SAFETY AND
COMPLIANCE WITH REQUIREMENTS SPECIFIED IN THE OWNER/CONTRACTOR CONTRACT IS AND SHALL BE THE CONTRACTORS RESPONSIBILITY. INSURANCE, WORKMEN'S
COMPENSATION, AS REQUIRED BY LAW, AND PUBLIC LIABILITY SHALL BE CARRIED BY THE CONTRACTOR.
7. SCOPE OF WORK. THE CONTRACTOR SHALL INCLUDE AND PROVIDE ALL LABOR, MATERIALS,
EQUIPMENT, TRANSPORTATION AND PAY ALL EXPENSES INCURRED IN THE PROPER COMPLETION OF WORK UNLESS SPECIFICALLY NOTED TO BE THE WORK OF OTHERS.
CONTRACTOR SHALL PERFORM ALL WORK NECESSARY FOR PRODUCTION OF A COMPLETE
HABITABLE PROJECT , INCLUDING BUT NOT LIMITED TO SITE WORK , ARCHITECTURAL, ELECTRICAL, PLUMBING, HVAC AND SIGNAGE COORDINATION.
8. G.C SHALL COORDINATE ALL WORK TO BE PERFORMED. G.C IS TO COORDINATE WORKING HOURS, DELIVERIES, TRASH REMOVAL, STORAGE, ETC. WITH THE OWNER AND LANDLORD.
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK.
9. THE ARCHITECT SHALL BE AVAILABLE TO VISIT THE SITE WHEN REQUESTED. IF A CONDITION
EXISTS THAT REQUIRES OBSERVATION OR ACTION BY THE ARCHITECT OR ENGINEERS, THE CONTRACTOR SHALL NOTIFY THE OWNER.
10. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS FOR ALL MEASUREMENTS. ALL DIMENSIONS ARE TO FACE OF STUD, UNLESS OTHERWISE NOTED.
11. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTORS INSTALL OR PERMIT TO BE
INSTALLED ANY MATERIALS CONTAINING ASBESTOS WITHIN THE BUILDING OR ON THE PREMISES.
12. G.C SHALL PROVIDE AND PAY FOR TRASH DUMPSTER SERVICE AND/OR REFUSE REMOVAL FOR ALL SUB-CONTRACTORS WHICH INCLUDE MILLWORK AND FOOD SERVICE. CONTACT
TENANT COORDINATOR , LANDLORD OR MUNICIPALITY FOR COORDINATION OF APPROVED LOCATION(S) PER LOCAL REGULATIONS.
13. THE ABBREVIATION OF "NIC" INDICATES WORK AND OR MATERIALS THAT IS NOT IN THE CONTRACT OF THE G.C., HOWEVER THIS DOES NOT RELIEVE THE G.C OF THE RESPONSIBILITY OF COORDINATION.
14. ALL CONCEALED WOOD BLOCKING IN WALLS AND CEILING SHALL BE TREATED AND FLAME RETARDANT.
15. ALL WALL AND CEILING CONSTRUCTION SHALL BE SUPPORTED BY STRUCTURE AND NOT BY ROOF DECK IF APPLICABLE.
16. IN ADDITION TO THE GENERAL NOTES LISTED HEREIN , AIA DOCUMENT A201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, SHALL APPLY.
17. PERMIT FEES SHALL BE SECURED BY OWNER. CONTRACTOR SHALL SECURE PERMITS AND
FEES INCURRED IN THE COMPLETION OF THE PROJECT , INCLUDING BUT NOT LIMITED TO
SUBCONTRACTOR PERMITS, WATER, ELECTRIC & TELEPHONE SERVICE CONNECTION , CERTIFICATE OF OCCUPANCY , SURVEYS AND INSPECTIONS.
18. PRIOR TO BEGINNING WORK THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND PROTECTING THEM FROM DAMAGE DURING CONSTRUCTION. SHOULD DAMAGE OCCUR, THE CONTRACTOR SHALL MAKE REPAIRS AT NO COST TO THE OWNER.
THE G.C. IS RESPONSIBLE FOR COORDINATION WITH THE OWNER AND WITH THE SUB CONTRACTOR FOR MECHANICAL, PLUMBING AND ELECTRICAL TRADE. DRAWINGS WILL BE SUBMITTED FOR REVIEW AS NEEDED BY MUNICIPALITY. THE SUBCONTRACTOR WILL
SUBMIT REQUIRED DRAWINGS FOR APPROVAL TO THE APPROPRIATE AGENCIES MEETING ALL CODES OF THE CITY AND STATE. REPRODUCIBLE APPROVED DRAWINGS MUST BE SENT TO THE OWNERS AND ARCHITECT.
19. ITEMS NOT INDICATED IN THESE CONSTRUCTION DOCUMENTS THAT CAN BE LEGITIMATELY
AND REASONABLY INFERRED TO COMPLETE THE WORK AT HAND SHALL BE FURNISHED BY THE CONTRACTOR AS THOUGH IT WERE DETAILED HEREIN .
20. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF THE
ARCHITECT OF RECORD AND SHALL NOT BE REPRODUCED OR USED FOR ANY OTHER PURPOSE EXCEPT BY WRITTEN AGREEMENT.
21. THE CONTRACTOR WARRANTS TO THE OWNER AND BUILDING MANAGEMENT THAT ALL
MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT WILL BE NEW UNLESS
OTHERWISE SPECIFIED AND THAT ALL WORK WILL GOOD QUALITY , FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. ALL WORK NOT SO CONFORMING TO THESE STANDARDS MAY BE CONSIDERED DEFECTIVE . IT IS
UNDERSTOOD THAT NO INFERIOR OR NON- CONFORMING WORK OF THE MATERIALS WILL BE
ACCEPTED WHETHER DISCOVERED AT THE TIME THEY ARE INCORPORATED IN THE WORK OR AT ANY TIME BEFORE OR AFTER THE FINAL ACCEPTANCE. IF REQUIRED BY THE OWNER,
THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND INSTALLATION OF MATERIALS.
22. THE WARRANTIES AND GUARANTEE PROVIDED INT HE CONSTRUCTION DOCUMENTS SHALL
BE IN ADDITION TO AND NOT IN LIMITATION OF ANY OTHER WARRANTY AND GUARANTEE OR REMEDY REQUIRED BY LAW OR THE CONSTRUCTION DOCUMENTS.
23. GUARANTEE: THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP
FURNISHED OR INSTALLED BY HIM/HER OR THEIR SUB CONTRACTORS FOR A PERIOD OF ONE(1) YEAR FROM DATE OF ACCEPTANCE AND SHALL REPLACE ANY DEFECTIVE WORK
WITHIN THAT PERIOD WITHOUT EXPENSE TO THE OWNER AND PAY FOR ALL DAMAGES TO OTHER PARTS OF THE BUILDING RESULTING FROM DEFECTIVE WORK OR ITS REPAIR. THE CONTRACTOR SHALL REPLACE DEFECTIVE WORK WITHIN TEN(10) DAYS AFTER IT IS BROUGHT TO HIS/HER ATTENTION.
24. PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS/HER WORK AND THAT OF
THEIR SUBCONTRACTORS FOR LOSSES AND DAMAGES TO EQUIPMENT , TOOLS AND MATERIAL USED IN CONJUNCTION WITH THE WORK AND FOR ACTS OF HIS/HER EMPLOYEES.
25. CLEANING UP: THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FROM
ACCUMULATION OF WASTE MATERIALS AND RUBBISH AND AT COMPLETION OF THE WORK
THE CONTRACTOR SHALL REMOVE ALL RUBBISH IMPLEMENTS AND SURPLUS MATERIALS
AND LEAVE THE BUILDING CLEAN, WITH PAINTED AND WOOD SURFACES CLEAN, ALL FLOORS
WAXED AND/OR POLISHED AS SPECIFIED,AND ALL GLASS AND MIRRORS CLEANED AND POLISHED.
26. PRIOR TO OPENING, G.C TO STEAM WASH /CLEAN SIDEWALK WITHIN 20'-0" OF BUILDING.
27. NO UNAUTHORIZED VISITS TO SITE, OCCUPIED OR UNOCCUPIED BY THE CONTRACTOR WILL BE PERMITTED PRIOR TO START OF WORK.
28. CONTRACTOR IS TO PROVIDE A LIST OF ALL SUBCONTRACTORS USED TO THE OWNER, COMPLETE WITH ADDRESSES, PHONE NUMBERS AND COPIES OF ALL WARRANTIES.
29. OWNER SHALL HAVE ACCESS TO PROJECT FOR COMPLETION OF WORK BY G.C.
30. ALL FLOOR SLAB CUTTING, TRENCHING AND REMOVAL SHALL BE REPLACED WITH THE SAME MATERIAL IN THE SAME THICKNESS OF THE ADJACENT FLOOR MATERIAL. ADDITIONAL
CONCRETE PATCHING SHALL BE DOWELED INTO THE ADJACENT CONCRETE SLAB TO MINIMIZE DIFFERENTIAL SETTLEMENT OF THE FLOOR SYSTEM.
31. ALL ROOF PENETRATIONS ARE TO BE PERFORMED BY LICENSED ROOFING CONTRACTOR.
CONTACT BUILDING OWNER / OWNER REP TO COORDINATE.
32. IT SHALL BE SOLELY THE SIGN VENDORS RESPONSIBILITY TO DESIGN, FABRICATE AND INSTALL THE SIGN UNDER SEPARATE PERMIT. ANY AND ALL STRUCTURAL CONSIDERATIONS SHALL BE COORDINATED BETWEEN THE SIGN VENDOR, THE G.C., THE BUILDING OWNER AND HIS DESIGN PROFESSIONALS. GENERAL CONTRACTOR SHALL COORDINATE WITH
SIGNAGE VENDOR AND CONTACT LANDLORD OR MUNICIPALITY FOR FINAL APPROVED
LOCATION(S) PER THE TENANT SIGNAGE PROCEDURES AND/OR MUNICIPALITY REGULATIONS. SUBMIT PROPOSED DRAWINGS TO LANDLORD OR MUNICIPALITY AS
REQUIRED FOR APPROVAL(S)
33. ALL BIDDING INSTRUCTIONS PROVIDED BY OWNER DURING BIDDING PROCESS SHALL BE APPLICABLE TO THE FINAL CONTRACT AGREEMENT.
SHEET INDEX
SHEET SHEET TITLE REVISION
REVISION
DATE
GENERAL
G001 COVER SHEET & GENERAL NOTES
A100
A200 EXTERIOR ELEVATIONS
FLOOR PLANS
ARCHITECTURAL
PROJECT SCOPE OF WORK LIST OF CONTACTS
OWNER:
HENLEY PACIFIC LLC
DBA VALVOLINE INSTANT OIL CHANGE
54 JACONNET STREET
NEWTON HIGHLAND, MA 02461
PH: 310-947-4863
CONTACT: WALTER JONES (PROJECT MANAGER)
EMAIL: [email protected]
OWNER REPRESENTATIVE:
RSI GROUP
3199 AIRPORT LOOP DRIVE, SUITE D
COSTA MESA, CA 92627
PH: 714-966-9400
CONTACT: DAVID PAGE (PROJECT MANAGER)
EMAIL: [email protected]
APPLICANT:
RSI GROUP
3199 AIRPORT LOOP DRIVE, SUITE D
COSTA MESA, CA 92627
PH: 714-966-9400
CONTACT: NINA RAEY (VICE PRESIDENT)
EMAIL: [email protected]
NEW COMMERCIAL UNIT, SITE DEVELOPMENT INCLUDING, TRASH ENCLOSURE, ACCESSIBLE/ STANDARD PARKING, PERIMETER BLOCK WALL, M.E.P.S, TWO LEVEL BUILDING WITH BASEMENT.
PROPOSED UNIT WILL BE AN OIL EXCHANGE FACILITY.
PROJECT DATA
GOVERNING CODE:
BUILDING CODE: 2022 CALIFORNIA BUILDING CODE
PLUMBING CODE: 2022 CALIFORNIA PLUMBING CODE
MECHANICAL CODE: 2022 CALIFORNIA MECHANICAL CODE
FIRE CODE: 2022 CALIFORNIA FIRE CODE
ELECTRICAL CODE: 2022 CALIFORNIA ELECTRICAL CODE
ENERGY CODE: 2022 CALIFORNIA ENERGY CODE/ TITLE 24
ACCESSIBILITY: CA TITLE 24 DISABLED ACCESS
GREEN BUILDING: 2022 CA GREEN BUILDING ENERGY CODE
MUNICIPAL CODE: CITY OF SANTEE
CONSTRUCTION TYPE
TYPE: V-A
OCCUPANCY
GROUP: M, S-1 & S-2
FIRE SPRINKLER
SPRINKLERED
PROJECT
GROUND UP TWO STORY W/ BASEMENT, 1,695 SQ. FT BUILDING FOOTPRINT. SEE SHEET A000 FOR LOT CALCULATIONS BREAKDOWN
DEFERRED SUBMITTALS
- AUTOMATIC FIRE SPRINKLER SYSTEM (NFPA 13)
- DEDICATED FUNCTION FIRE ALARM SYSTEM (SPRINKLER MONITORING) (NFPA 72) - PRIVATE FIRE SERVICE MAIN (NFPA 24)
- SIGNAGE
REQUIRED SUBMITTALS / SHOP DRAWINGS
- HAZARDOUS MATERIALS MANAGEMENT LAN (HMMP) PER CFC SECTION 5001.5.1 - HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) PER CFC SECTION 5001.5.2
SITE LOCATION MAP
AREA LOCATION MAP
10463 MISSION GORGE ROAD
SANTEE, CA 92071
L-1 LANDSCAPE CONCEPT PLAN
L-2 IRRIGATION HYDROZONE PLAN
CIVIL
CG-01 TOPOGRAPHIC SURVEY
CG-02 CONCEPTUAL GRADING PLAN
CG-03 SITE SECTIONS
A000 SITE PLAN
P-1 PHOTOMETRIC SITE PLAN
PROJECT INFO
DISCRETIONARY CASE NUMBER: CUP-2024-0005
GENERAL PLAN AND ZONING DESIGNATION: (GC)
AIRPORT INFLUENCE AREA: (1); AND SAFETY ZONE: (3)
HEIGHT LIMITATION:
SETBACKS TABLE: SEE BELOW
PROPOSED: FRONT 15'-0"
HEIGHT OF BUILDING: 33'-0"
PARKING TABLE IDENTIFYING THE REQUIRED AND PROPOSED COUNTS: 7 SPACES REQUIRED BASED ON THE CODE SECTION BELOW:
A201 ELEVATIONS
A110 ROOF PLAN
CG-04 DETAIL SHEET 10463 MISSION GORGE ROAD SANTEE, CA 92071 APN: 384-091-51-00 LD-101 SITE LIGHTING CALCULATION
X X X X X X X X X X N 01°45'52" E 115.74' N 01°45'52" E 115.75' 64.16' N 01°43'36" E 115.75' 10.5' W
W
W
W W W W W W W W W W W W W W W W W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
98.13' (98.68' R2)
N 88°17'10" W 98.13' (98.65' R2)
365
365
366
367
368
369
370
2 3
VAN
ACCESSIBLE
IC
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
A1
A1
A1 A1
A1
A1
L1
L1
L1
L1
A1
A1
L1
L1
R4
R7
R5
R2
R1
B
A
R3
D
C
R6
E D
C
R15
R1
B
R15
D
R11
R16
F
F
R13
R14
R10 R11
R16
G
R15 R18
R10
R15 F
R9
B
R10
R8
R20
R12 F
R17
R9
D
R19
MISSION GORGE RD.
LANDSCAPE BUFFER
25'-0"
EX. BUILDING
N.A.P
EX. LOT
PORTION LOT 2
BLOCK 14
MAP NO. 817
N.A.P
PROPOSED BUILDING
65.03FF
64.20PAD 57.03FF BASEMENT
56.20PAD
PLANT LEGEND
TREES QTY. BOTANICAL / COMMON NAME SIZE FORM / COMMENTS 1 GEIJERA PARVIFLORA
AUSTRALIAN WILLOW
24" BOX STANDARD
DETAIL REF. SIZE (HxW)
CALLISTEMON 'LITTLE JOHN'
LITTLE JOHN DWARF BOTTLEBRUSH
5 GAL. 3'-6" O.C.
- SHRUBS - ACCENT
HESPERALOE PARVIF. 'DESERT FLAMENCO'
YELLOW YUCCA
- 5 GAL. PER PLAN - H: ±3'
W: ±3'
SHRUBS - MEDIUM SIZE SPACING / COMMENTS
- - H: 3' - 5'
W: 4' - 6'
COTONEASTER DAMMERI 'CORAL BEAUTY'
CORAL BEAUTY COTONEASTER
1 GAL. 3'-0" O.C.
GROUNDCOVER
- - H: 1' - 2'
W: 4' - 5'
WATER USE
LOW
LOW
VERY LOW
LOW
ARBUTUS 'MARINA'
STRAWBERRY TREE
- H: 25' - 35'
W: 25' - 25'
LANTANA CAMARA 'RADIATION'
ORANGE-RED BUSH LANTANA
- 5 GAL PER PLAN - H: 3' - 5'
W: 3' - 5'
LOW
LOMANDRA LONGIFOLIA 'BREEZE LM300'
DWARF MAT RUSH
- 5 GAL
WESTRINGIA FRUTICOSA 'BLUE GEM'
BLUE GEM COAST ROSEMARY
- 5 GAL. -
HETEROMELES ARBUTIFOLIA
TOYON
- 15 GAL. 5' - 0" O.C. / COLUMN
FORM
- H: 8' - 12'
W: 6' - 10'
VERY LOW
CALLISTEMON VIMINALIS 'CV01'
SLIM BOTTLEBRUSH
- - H: 8' - 10'
W: 3' - 4'
LOW
BACCHARIS PILULARIS 'PIGEON POINT'
DWARF COYOTE BRUSH
- 1 GAL. 3'-0" O.C. - H: 2' - 3'
W: 7' - 9'
LOW
GREVILLEA LANIGERA 'COSTAL GEM'
COSTAL GEM GREVILLEA
-
QTY. BOTANICAL / COMMON NAME SIZE FORM / COMMENTS WATER USE DETAIL REF. SIZE (HxW) QTY. BOTANICAL / COMMON NAME SIZE WATER USE DETAIL REF. SIZE (HxW) QTY. BOTANICAL / COMMON NAME SIZE SPACING / COMMENTS WATER USE DETAIL REF. SIZE (HxW)
SHRUBS - LARGE /
SCREENING
QTY. BOTANICAL / COMMON NAME SIZE SPACING / COMMENTS WATER USE DETAIL REF. SIZE (HxW) 15 GAL. 3' - 6" O.C. / COLUMN
FORM
PODOCARPUS MACROPHYLLUS 'MAKI'
SHRUBBY YEW PODOCARPUS
- - H: 8' - 15'
W: 3' - 4'
15 GAL. 3' - 6" O.C. / COLUMN MEDIUM
FORM
3'-6" O.C. H: 4' - 6'
W: 3' - 4'
LOW
1 GAL. 3'-0" O.C. - H: ±1'
W: 4' - 5'
LOW
H: 25' - 35'
W: 15' - 20'
24" BOX STANDARD LOW
2 PER PLAN - H: 2' - 3'
W: 2' - 3'
LOW
JUNCUS PATENS
CALIFORNIA GRAY RUSH
1 GAL. 2'-6" O.C. / INSTALLED AT
PERIMETER OF BASIN
BIOSWALE
- - H: 1' - 2'
W: 2' - 3'
MEDIUM
LEYMUS CONDENSATUS 'CANYON PRINCE'
GIANT WILD RYE
- 1 GAL. 3'-6" O.C. / INSTALLED
IN CENTER OF BASIN
- H: 3' - 5'
W: 3' - 5'
LOW
-
QTY. BOTANICAL / COMMON NAME SIZE SPACING / COMMENTS WATER USE DETAIL REF. SIZE (HxW) A1
PLATANUS RACEMOSA
CALIFORNIA SYCAMORE
1 15 GAL. STANDARD - H: 30' - 50'
W: 20' - 50'
MEDIUM
L1
0 DRAWING SCALE:
20 0 10
1" = 10'
NORTH
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
BH
CHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
11/17/25
VALVOLINE SANTEE
10463 MISSION GORGE ROAD
SANTEE, CA 92071
APN: 384-091-51-00
SHEET
OF
BASIS OF BEARINGS:
02 BH
THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 88°17'10" WEST ALONG THE CENTERLINE OF MISSION GORGE ROAD, AS SHOWN ON PARCEL MAP NO. 20762, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON APRIL 16, 2010.
Signature
Renewal Date
Date
Brandon Hanna
Sept. 30, 2027
Sept. 5, 2025
ROS 11252 POINT NUMBER 2107
DESCRIPTION: STANDARD STREET MONUMENT STAMPED SD CO ENGR
DEPT SURV MON AT THE CENTERLINE INTERSECTION OF COTTONWOOD AVENUE AND MISSION GORGE ROAD.
ELEV 349.74'
DATUM: NAVD88
PLANTING NOTES
1. A MINIMUM OF THREE INCHES OF MULCH SHALL BE INSTALLED IN ALL LANDSCAPE AREAS EXCEPT FOR THOSE WHICH CONTAIN TURF OR CREEPING OR ROOTING GROUNDCOVERS AS SPECIFIED IN THE STATE MODEL ORDINANCE.
2. ROOT BARRIERS SHALL BE INSTALLED AT ALL TREES AS SHOWN ON PLANTING PLANS WHEN INSTALLED WITHIN 5'-0" OF UTILITIES, CONCRETE PAVING, CURB OR OTHER FLATWORK. ROOT BARRIERS SHALL BE A MINIMUM OF 10'-0" IN LENGTH AND CENTERED ON THE TREE TRUNK.
3. AUTOMATIC IRRIGATION CONTROLLERS SHALL USE EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA AND WILL HAVE MANUAL SHUT OFF VALVES.
4. SIGNIFICANT MASS GRADING IS PLANNED. A SOIL ANALYSIS TEST SHALL BE PERFORMED DURING CONSTRUCTION
OPERATIONS AFTER ROUGH GRADING HAS BEEN ESTABLISHED AND SUBMITTED TO THE CITY AS PART OF THE CERTIFICATE OF COMPLETION.
5. ALL LANDSCAPE AND IRRIGATION SHALL COMPLY WITH THE REQUIREMENTS OF THE CURRENT CITY OF SANTEE MUNICIPAL STORMWATER PERMIT ISSUED BY THE SAN DIEGO REGIONAL WATER QUALITY CONTROL BOARD.
6. ALL PLANTED LANDSCAPE AREAS SHALL HAVE FRIABLE SOIL TO MAXIMIZE WATER RETENTION AND INFILTRATION.
7. A 3 FEET (MINIMUM) CLEAR SPACE SHALL BE PROVIDED AROUND ALL FIRE PROTECTION EQUIPMENT SUCH AS FIRE
HYDRANTS, FIRE DEPARTMENT CONNECTIONS (FDC), POST-INDICATOR VALVES (PIV), AND BACK FLOW PREVENTER FOR THE FIRE SPRINKLER SYSTEM (OS&Y). (CFC §507.5.5 & §509.2)
8. TREES SHALL BE MAINTAINED TO PROVIDE AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13 FEET 6 INCHES (MINIMUM) FROM ALL FIRE LANES. (CFC §503.2.1)
I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN: Brandon Hanna RLA 6135
LANDSCAPE MATERIALS & ITEMS LEGEND
A
B
ROOT BARRIER
NEW PLANTER AREA WITH AMENDED SOIL
8' HIGH FREE STANDING PERIMETER WALL - SEE COLOR & SPECIFICATION BELOW 6' HIGH FREE STANDING PERIMETER WALL - SEE COLOR & SPECIFICATION BELOW IRRIGATION CONTROLLER - REFER TO IRRIGATION PLAN SHEET L-2 FOR ADDITIONAL INFORMATION PARKING AREA LIMITS - SEE PARKING AREA TO LANDSCAPE AREA SQ.FT. BELOW MULCH ONLY IN THIS AREA DUE TO FIRE DEPT. EQUIPMENT CLEARANCES OR MAINTENANCE ACCESS
TUBULAR STEEL PEDESTRIAN MAINTENANCE ACCESS GATE
D
SYMBOL KEY COMMENTS
R1
R2
R3
R4
NEW CONCRETE CURB / CURB & GUTTER - REFER TO
CIVIL PLANS
NEW PEDESTRIAN CONCRETE PAVING - REFER TO
CIVIL PLANS
NEW AC PAVEMENT - REFER TO CIVIL PLANS
NEW BUILDING - REFER TO ARCHITECTURE PLANS
NEW SIGNAGE - REFER TO ARCHITECTURE PLANS
NEW TRASH ENCLOSURE - REFER TO ARCHITECTURE
PLANS
NEW DRIVE APRON - REFER TO CIVIL PLANS
NEW DOMESTIC WATER METER - REFER TO CIVIL
PLANS
NEW LOW RETAINING WALL - REFER TO CIVIL PLANS
NEW UNDERGROUND UTILITY - REFER TO CIVIL PLANS
SD = STORM DRAIN
W = DOMESTIC WATER
SS = SANITARY SEWER
FW = FIRE WATER
CONSULTANT REFERENCE LEGEND R
NEW BIOSWALE AREA W/ SUBDRAIN - REFER TO CIVIL
PLANS
NEW FIRE DEPT. EQUIPMENT - REFER TO CIVIL PLANS
EXISTING GAS METER - REFER TO CIVIL PLANS
FIRE TRUCK LANE - REFER TO CIVIL PLANS
NEW CATCH BASIN - REFER TO CIVIL PLANS
CURB CUT INLET FOR BIOSWALE - REFER TO CIVIL
PLANS
NEW V-GUTTER - REFER TO CIVIL PLANS
NEW STORM DRAIN PUMP & DISSIPATER BOX - REFER
TO CIVIL PLAN
NEW IRRIGATION WATER METER & BACKFLOW
PREVENTOR - REFER TO CIVIL PLANS
EXISTING EASEMENT - REFER TO CIVIL PLANS
R5
R7
C
E
ORCO PRECISION BLOCK WITH CAP
COLOR: TAN
R8
R19
R11
REQUIRED LANDSCAPE CALCULATIONS
· PARKING LANDSCAPE STANDARDS - PARKING AREA TO LANDSCAPE (*13.36.100.B.1): ·· TOTAL PARKING AREA: 7,355 SF ·· LANDSCAPE AREAS WITHIN PARKING AREA: 872 SF
·· 872 / 7,355 = 11.9% (10% MINIMUM REQUIRED) · 1 TREE PER 3 PARKING STALLS (*13.36.100.B.1): ·· 6 PARKING STALLS = 2 TREES REQUIRED WITHIN PARKING AREA (3 TREES SHOWN) *REFER TO CITY OF SANTEE CODE OF ORDINANCES CHAPTER 13.36 LANDSCAPE & IRRIGATION REGULATIONS F
R6
R12
R13
R14
R15
R16
G
H
R9
R17
R18
R10 R20
LANDSCAPE CONCEPT PLAN
L-1
01 X X X X X X X X X X N 01°45'52" E 115.74' N 01°45'52" E 115.75' 64.16' N 01°43'36" E 115.75' 10.5' W
W
W
W W W W W W W W W W W W W W W W W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
98.13' (98.68' R2)
N 88°17'10" W 98.13' (98.65' R2)
365
365
366
367
368
369
370
2 3
VAN
ACCESSIBLE
1 2
IC
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
A1
A1
A1 A1
A1
A1
L1
L1
L1
L1
A1
A1
L1
L1
MISSION GORGE RD.
LANDSCAPE BUFFER
25'-0"
EX. BUILDING
N.A.P
EX. LOT
PORTION LOT 2
BLOCK 14
MAP NO. 817
N.A.P
PROPOSED BUILDING
65.03FF
64.20PAD 57.03FF BASEMENT
56.20PAD
0 DRAWING SCALE:
20 0 10
1" = 10'
NORTH
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
BH
CHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
11/17/25
VALVOLINE SANTEE
10463 MISSION GORGE ROAD
SANTEE, CA 92071
APN: 384-091-51-00
SHEET
OF
BASIS OF BEARINGS:
02 BH
THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 88°17'10" WEST ALONG THE CENTERLINE OF MISSION GORGE ROAD, AS SHOWN ON PARCEL MAP NO. 20762, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON APRIL 16, 2010.
Signature
Renewal Date
Date
Brandon Hanna
Sept. 30, 2027
Sept. 5, 2025
ROS 11252 POINT NUMBER 2107
DESCRIPTION: STANDARD STREET MONUMENT STAMPED SD CO ENGR
DEPT SURV MON AT THE CENTERLINE INTERSECTION OF COTTONWOOD AVENUE AND MISSION GORGE ROAD.
ELEV 349.74'
DATUM: NAVD88
HYDROZONE INFORMATION TABLE
HYDROZONE #
/ PLANTING
DESCRIPTION
SHRUBS - LOW
22,656
REGULAR LANDSCAPE AREAS
PLANT
FACTOR
(PF)
IRRIGATION
METHOD
IRRIGATION
EFFICIENCY
(IE)
ETAF
(PF / IE)
LANDSCAPE
AREA (SQ. FT.)
ETAF x AREA ESTIMATED
TOTAL WATER
USE (ETWU)
TREE - MED
SPECIAL LANDSCAPE AREAS
21,421
MAXIMUM ALLOWED WATER ALLOWANCE (MAWA)
ESTIMATED TOTAL WATER USE (ETWU) TOTAL
SLA TOTALS
TOTALS
IRRIGATION LEGEND
KEY COMMENTS
1 2
POTABLE WATER METER & BACKFLOW PREVENTER FOR IRRIGATION - REFER TO CIVIL PLANS FOR ADDITIONAL
INFORMATION
· WATER PURVEYOR: PADRE DAM MUNICIPAL WATER DISTRICT (WESTERN SERVICE AREA)
NEW SMART IRRIGATION CONTROLLER IN WALL MOUNTED STAINLESS STEEL ENCLOSURE 1,586 675
0 0
TOTAL ETAF x AREA
REGULAR LANDSCAPE AREAS
TOTAL AREA
AVERAGE ETAF
ETAF CALCULATIONS
675
1,586
0.43 TOTAL ETAF x AREA
ALL LANDSCAPE AREAS
TOTAL AREA
SITEWIDE ETAF
AVERAGE ETAF FOR REGULAR LANDSCAPE AREAS MUST BE 0.55 OR BELOW FOR RESIDENTIAL AREAS, AND 0.45 OR
BELOW FOR NON-RESIDENTIAL AREAS
1 1
1 ETWU (ANNUAL GALLONS REQUIRED = ETO X 0.62 X ETAF X AREA WHERE 0.62 IS A CONVERSION FACTOR THAT CONVERTS ACRE-INCHES PER ACRE PER YEAR TO GALLONS PER ACRE PER
SQUARE FOOT PER YEAR
MAWA (ANNUAL GALLONS ALLOWED) = (ETO) (0.62) [(ETAF X LA) + ((1 – ETAF) X SLA)] WHERE 0.62 IS A CONVERSION FACTOR THAT CONVERTS ACRE-INCHES PER ACRE PER YEAR TO GALLONS PER ACRE PER SQUARE FOOT PER YEAR; LA IS THE TOTAL LANDSCAPE AREA IN SQUARE FEET; SLA IS THE TOTAL SPECIAL LANDSCAPE AREA IN SQUARE FEET, AND ETAF IS 0.55 FOR RESIDENTIAL AREAS AND 0.45 FOR NON-RESIDENTIAL AREAS MAWA = (51.2)(0.62)[(0.45 x 1,586) + (1-0.45 x 0)]
(31.744)[713.7+ 0]
(31.744)(713.7)
22,656 (GALLONS PER YEAR)
REFERENCE ETO: 51.2 NON-RESIDENTIAL: 0.45
HYDROZONE LEGEND
LOW WATER USE PLANT MATERIAL
MEDIUM WATER USE PLANT MATERIAL
SYMBOL COMMENTS
0.3 DRIP 0.81 0.37 1,232 456 14,485
0.37 21,421
MAXIMUM APPLIED WATER ALLOWANCE (MAWA) CALCULATIONS
0.3 DRIP 0.81 0.37 354 219 6,937
675
1,586
0.43 IRRIGATION HYDROZONE PLAN
L-2
02 X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1285.02' 98.13' L3 L4 N 01°45'52" E 115.74'
L5
L6
L7
L8 N 01°45'52" E 115.75'
N 01°43'36" E 115.75' MISSION GORGE ROAD POR. LOAT 2 BLOCK 14 MAP NO. 817 LOTS 3-6 BLOCK 14 MAP NO. 817 POR. LOT 2 BLOCK 14 MAP NO. 817 GRANT DEED RECORDED 11/20/2023 DOC# 2023-0322964, O.R APN :384-091-51-00 GRANT DEED RECORDED 9/8/2017 DOC# 2017-0412998, O.R. GAP RECORD OWNER: GOOD BOOK TRUST 09-13-18 APN: 384-091-70-00 RECORD OWNER: STUDY 1031 LLC APN: 384-091-01-00 GV SL SDMH CB DILAPIDATED PAVEMENT DILAPIDATED PAVEMENT CONCRETE PAD GM WM PALM TREE SLPB
10.5' WIF (9.8' N. & 15.8' W. OF P.L.) BUILDING (1.4' E. OF P.L.) WOOD FENCE WIF A
B CLF (4.4' N.
C OF P.L.) CLF CROSSES
D THE P.L. WV PP CR CPB SLPB SDG&E PB
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 98.13' (98.68' R2) N 88°17'10" W 98.13' (98.65' R2)
365
365
366
367
368
369
370
364.51 FS
364.69 FS
364.87 FS
365.03 FS
364.83 FS
364.96 FS
365.14 FS
364.46 FS
364.65 FS
364.56 FS
364.72 FS
364.14 FS
364.27 FS
364.22 FS
364.35 FS
363.97 FS
364.11 FS
364.35 FS
364.30 FS
364.51 FS
364.55 FS
364.62 FS
364.83 FS
364.86 FS
365.06 FS
364.51 FS
364.52 FS
366.01 FS
364.81 FS
364.64 FS
366.3 NG
364.6 NG
363.9 NG
364.1 NG
364.2 NG
364.6 NG
364.5 NG
364.8 NG
365.5 NG
367.2 NG
368.7 NG
366.2 NG
369.8 NG
367.1 NG
370.5 NG
370.9 NG
368.7 NG
367.6 NG
367.0 NG
368.0 NG
366.6 NG
365.8 NG
365.1 NG
365.9 NG
365.3 NG
365.0 NG
364.9 NG
365.4 NG
365.4 NG
366.4 NG
366.4 NG
366.4 NG
367.0 NG
364.00 TC
363.52 FL
363.61 EG
363.61 TC
363.74 TC
364.17 TC
363.70 FL
363.74 EG
364.06 TC
363.47 FL
363.65 EG
363.7 TC
363.96 TC
364.38 TC
363.87 FL
363.95 EG
364.49 TC
363.78 FL
364.01 EG
364.50 TC
363.99 FL
364.04 EG
364.10 TC
364.70 TC
364.21 FL
364.30 EG
364.25 TC
364.88 TC
364.40 FL
364.54 EG
364.76 TC
364.30 FS
364.96 TC
364.45 FS
365.17 TC
364.70 FS
365.37 TC
364.93 FS
365.553 TC
365.09 FS
365.71 TC
365.30 FS
364.90 TC
365.44 FS
365.12 TC
364.66 FS
365.34 TC
364.89 FS
365.47 TC
365.08 FS
365.55TC
365.13 FS
365.68 TC
365.28 FS
2 3 REAL PROPERTY IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 2 IN BLOCK 14 OF THE SUBDIVISION OF LOTS H AND O OF THE RANCHO EL CAJON, IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 817, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 12, 1896, DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY CORNER OF LOT 1 IN SAID BLOCK 14; THENCE NORTHERLY ALONG THE WESTERLY LINE OF SAID LOT 1, A DISTANCE OF 50.00 FEET TO A POINT HEREIN DESIGNATED AS POINT "X"; THENCE AT RIGHT ANGLES WESTERLY, A DISTANCE OF 63.00 FEET TO A POINT HEREIN DESIGNATED AS POINT "Y"; THENCE CONTINUING WESTERLY ALONG THE PROLONGATION OF THE LAST ABOVE DESCRIBED COURSE, A DISTANCE OF 135.00 FEET TO THE INTERSECTION WITH THE WESTERLY LINE OF SAID LOT 2 AND THE TRUE POINT OF BEGINNING; THENCE RETRACING EASTERLY ALONG LAST ABOVE DESCRIBED COURSE, A DISTANCE OF 135.00 FEET TO SAID POINT "Y"; THENCE NORTHERLY PARALLEL WITH THE WESTERLY LINE OF SAID LOT 2, A DISTANCE OF 70.00 FEET; THENCE AT RIGHT ANGLES WESTERLY, A DISTANCE OF 37.00 FEET; THENCE NORTHERLY PARALLEL WITH THE WESTERLY LINE OF SAID LOT 2 TO THE INTERSECTION WITH THE NORTHERLY LINE OF SAID LOT 2; THENCE WESTERLY AND SOUTHERLY ALONG THE NORTHERLY AND WESTERLY LINES OF SAID LOT 2 TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM THE NORTHERLY 11.00 FEET. ALSO EXCEPTING THEREFROM, THE SOUTHERLY 134.16 FEET (MEASURED ALONG THE WESTERLY LINE). ALSO EXCEPTING ANY PORTION NOT LYING WITHIN THE WEST HALF OF SAID LOT. APN: 384-091-51-00 THE SUBJECT PROPERTY LIES WITHIN ZONE "X" OF FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD MAP NUMBER 06073 C 1653 G, BEARING AN EFFECTIVE DATE OF MAY 16, 2012. ZONE "X" INDICATES AREA OF MINIMAL FLOOD HAZARD THE ABOVE INFORMATION WAS RETRIEVED FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD MAP SERVICE CENTER ON DECEMBER 30, 2023. HTTPS://MSC.FEMA.GOV/PORTAL/HOME ANOTE: IN THE EVENT THIS LISTING CONTAINS OBSERVED IMPROVEMENTS THAT CROSS PROPERTY LINES, STATEMENT OF OWNERSHIP OR POSSESSION IS NEITHER IMPLIED NOR THE INTENT. THERE IS A 1' +/- GAP BETWEEN THE BOUNDARY OF THE SUBJECT PROPERTY AND THE EASTERLY ADJOINERS.B THE NORTHWEST CORNER OF A WROUGHT IRON FENCE LIES 9.8' NORTH AND 15.8' OF THE PROPERTY LINE.
C A CHAIN LINK FENCE LIES 4.4' NORTH OF THE PROPERTY LINE.D A CHAIN LINK FENCE CROSSES THE PROPERTY LINE AND CONTINUES. M1 FOUND BRASS DISK IN WELL DOWN 1.0', ACCEPTED AS STANDARD STREET MONUMENT PER (R1). M2 FOUND BRASS DISK IN WELL DOWN 0.7', ACCEPTED AS STANDARD STREET MONUMENT PER (R1). M3 FOUND 2" IRON PIPE WITH ILLEGIBLE TAG DOWN 0.9' ACCEPTED AS 2" IRON PIPE "RCE 28928" PER (R1). M4 FOUND LEAD, TACK AND TAG STAMPED "RCE 28928", IN LIEU OF 2" IRON PIPE "RCE 28928" PER (R1). M5 FOUND 2" IRON PIPE AND TAG STAMPED "RCE 28928", PER (R1), FLUSH. M6 FOUND LEAD, TACK AND TAG STAMPED "RCE 18592", NO RECORD, ACCEPTED AS A 7.18' OFFSET ON THE WEST LINE OF LOT 2 OF MAP NO. 817. M7 FOUND 3/4" IRON PIPE AND TAG STAMPED "RCE 18592", NO RECORD, ACCEPTED AS THE SOUTHWEST CORNER OF THE SOUTHERLY 134.16' OF LOT 2, BLOCK 14, MAP NO. 817. M8 FOUND SPIKE AND WASHER STAMPED "RCE 18592", NO RECORD, ACCEPTED AS THE SOUTHWEST CORNER OF THE SOUTHERLY 134.16' OF THE WESTERLY HALF OF LOT 2, BLOCK 14, MAP NO. 817. M9 FOUND LEAD, TACK AND TAG STAMPED "RCE 18592", NO RECORD, ACCEPTED AS A 7.15' OFFSET TO THE WEST LINE OF THE WEST HALF OF LOT 2 OF MAP NO. 817. M10 FOUND LEAD AND TACK, NO RECORD, DID NOT ACCEPT, N 00°23'01" E 7.14' FROM THE NORTHWEST CORNER OF (D1), AS ESTABLISHED HEREON. M11 FOUND 2" IRON PIPE WITH ILLEGIBLE TAG DOWN 0.3', ACCEPTED AS 2" IRON PIPE TAGGED "LS 5707" PER (R1). LINE BEARING DISTANCE L1 N 47°08'25" E 15.67' L2 N 01°43'36" E 122.69' L3 N 88°16'54" W 98.13' L4 N 88°16'54" W 99.02' L5 N 01°45'52" E 11.00' L6 N 01°45'52" E 40.00' L7 N 01°45'52" E 11.00' L8 N 01°45'52" E 40.00' L9 N 01°43'36" E 50.09' L10 N 01°43'06" E 70.00' M & (D1/D2) L11 N 88°16'54" W 36.94' (122.66' R1) L12 N 42°51'35" W 30.00' (50.00' D1/D2) (37.00' D1/D2) THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 88°17'10" WEST ALONG THE CENTERLINE OF MISSION GORGE ROAD, AS SHOWN ON PARCEL MAP NO. 20762, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON APRIL 16, 2010. CG-01-TOPOGRAPHIC SURVEY 01 VICINITY MAP RAILROAD AVE3RD ST.
EDGEMOOR DR. 3RD ST.
1ST ST MISSION GORGE RD
DONNA JEAN LN N.T.S. CIVIL ENGINEER COMMERCIAL DEVELOPMENT RESOURCES 695 TOWN CENTER DRIVE #110 COSTA MESA, CA 92626 CONTACT: AARON ALBERTSON, P.E. TEL: (949)-610-8997 ARCHITECT SURVEYOR COMMERCIAL DEVELOPMENT RESOURCES 695 TOWN CENTER DRIVE #110 COSTA MESA, CA 92626 CONTACT: AARON ALBERTSON, P.E. TEL: (949)-610-8997 RSI GROUP 3199 AIRPORT LOOP DR, SUITE D COSTA MESA, CA 92626 CONTACT: DAVID PAGE TEL: (714) 966-9400 OWNER HENLEY ENTERPRISES INC. DBA VALVOLINE INSTANT OIL CHANGE 750 E DYER ROAD SANTA ANA, CA 92705 CONTACT: WALTER JONES DIRECTOR OF CONSTRUCTION, WEST COAST CITY OF SANTEE DEPARTMENT OF DEVELOPMENT SERVICES DRAWING NO. GRADING PLAN FOR: SCALE HORIZ: VERT: CONSTRUCTION RECORD REFERENCES DATE BY REVISIONS ACPTD BENCH MARK CONTRACTOR INSPECTOR DATE COMPLETED DESIGNED BY DRAWN BY CHECKED BY RCE NO. EXPIRES DATE PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY PROJECT ENGINEER CITY W.O. NO. VALVOLINE INSTANT OIL CHANGE SHEET OF 04 GRD-2024- 2024- ROS 11252 POINT NUMBER 2107 DESCRIPTION: STANDARD STREET MONUMENT STAMPED SD CO ENGR DEPT SURV MON AT THE CENTERLINE INTERSECTION OF COTTONWOOD AVENUE AND MISSION GORGE ROAD. ELEV 349.74' DATUM: NAVD88 65513 09/30/27 AARON M. ALBERTSON APN: 384-091-51-00 SITE ADDRESS 10463 MISSION GORGE ROAD SANTEE, CA 92071 GEOTECHNICAL ENGINEER SALEM ENGINEERING GROUP, INC. 8711 MONROE COURT, SUITE A RANCHO CUCAMONGA, CA 91730 CONTACT: IBRAHIM FOUD IBRAHIM, PE, GE TEL: (909) 980-6455 SHEET NO. CG-01 DESCRIPTION SITE SECTIONS CG-02 CONCEPTUAL GRADING PLAN CG-03 TOPOGRAPHIC SURVEY BASIS OF BEARINGS: MONUMENT NOTES: FLOOD NOTE: LEGAL DESCRIPTION: SIGNIGICANT OBSERVATIONS: 2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS GRANTED IN A DOCUMENT: GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDING DATE: OCTOBER 19, 1938 RECORDING NO.: BOOK 835, PAGE 317, OF OFFICIAL RECORDS AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN 3. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS GRANTED IN A DOCUMENT: GRANTED TO: THE PACIFIC TELEPHONE & TELEGRAPH COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDING DATE: APRIL 27, 1959 RECORDING NO.: 83013, OF OFFICIAL RECORDS AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN EASEMENTS: 2 3 CG-04 DETAIL SHEET
2' - 8"
1' - 7" 2' - 8"
2' - 8" 2' - 0" 24" x 24" GRATE OUTLINE EXTERIOR DIMENSION 18" x 18" CLEAR INTERIOR DIMENSION PLAN VIEW PLACE SEGMENT OF PIPE WITHIN THE WOOD FORM PRIOR TO POURING CONCRETE. THIS WOULD ELIMINATE THE NEED TO CORE DRILL AFTER CONCRETE IS CURED. SECTION VIEW PLACE SEGMENT OF PIPE WITHIN THE WOOD FORM PRIOR TO POURING CONCRETE. THIS WOULD ELIMINATE THE NEED TO CORE DRILL AFTER CONCRETE IS CURED. SECTION VIEW CONCRETE TO BE 560-C-3250 BOX TO BE PLACED ON COMPACTED SUBGRADE COVER SHALL BE A PEDESTRIAN RATED GRATE 2' - 0" 1.50' 2" 3" 4"
10" 7" 7" 7" SECTION VIEW PLACE SEGMENT OF PIPE WITHIN THE WOOD FORM PRIOR TO POURING CONCRETE. THIS WOULD ELIMINATE THE NEED TO CORE DRILL AFTER CONCRETE IS CURED. (3) 3" Ø OUTLET PIPE TO EARTHEN SWALE (1) 8" Ø PIPE INLET (1) 8" Ø PIPE INLET64.42 INV-IN 64.38 INV-OUT (3) 3" Ø OUTLET PIPE TO EARTHEN SWALE 65.42 RIM BOTTOM OF BOX SLOPES TOWARDS MISSION GORGE RD 3 4" GRAVEL (TYP.) (1) 8" Ø PIPE INLET 64.42 INV-IN 64.38 INV-OUT (3) 3" Ø OUTLET PIPE TO EARTHEN SWALE 65.67 RIM BOTTOM OF BOX SLOPES TOWARDS MISSION GORGE RD 3 4" GRAVEL (TYP.)
X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1285.02' 98.13'
64.16' MISSION GORGE ROAD
10.5'
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 98.13' (98.68' R2)
365
365
366
367
368
369
370 VAN ACCESSIBLE
A03
A03
B
03 B
03 N 01°45'52" E 115.74' 98.13' (98.68' R2) SANTEE AUTO CENTER APN: 384-091-01-00 (N.A.P.) SANTEE AUTO CENTER APN: 384-091-70-00 (N.A.P.) EX. BUILDING PORTION LOT 2 MAP NO. 817 N.A.P EX. LOT PORTION LOT 2 BLOCK 14 MAP NO. 817 N.A.P EX. BUILDING N.A.P
10.2'
20.0' 9.0' 26.0' 26.0'
25.0'
MISSION GORGE SETBACK
40.9' 5.5' 26.0' DRIVE AISLE 5.3'
96.2'
FIRE LANE
ENTRANCE <150' 20.0' FIRE LANE
2 3
4.1' PROPOSED BUILDING 65.03FF 57.03FF BASEMENT 56.20PAD 66 67
68 69
70 71
71 70
68 72
65 66 67 68 69 70 71 66 66
66 66
66 65
65 67
67 65
68 68
65 3
2 8
9 10
6 5
5 13
7 7 11 12 11 12 14 1717 18 16 17 16 16 16 16
4 2 17 19 0.5% 1.8% 1.8%
9.6%
9.6%
1.5%
9.6%
9.6% RIDGE RIDGE
0.5%
4.7% 0.7%
4.8%
2.3%
3.4%
2.5% GB
1.8%
1.8%
1.8%
RIDGE
4.3%
1.0%
3.8% 18.5% 8.2%25%
1.0%
3.1%
6.9%
TYP1.8% MAX
MAX
1.8% MAX
5.5%
3.7% 5.7% 3.2% 1.4%
1.0%
3.7% GB GB
1.8%
1.5%
1.5%
1.5% MAX
3.5%
(2.5%)
(2.3%) 0.5% 1.1% 0.5%
(3.3%)
(7.0%)
(5.9%)
(5.6%)
(2.4%) (3.0%)
2.0%
1.0% GB
L=63.17 LF S=0.019
L=64.34 LF S=0.005
L=65 LF S=0.005 L=63.10 LF S=0.005
GB
1.0% GB GB GB GB
2.0% 3.0% 3.7%
3.0%
4.7%
1.9% 3.0' 3.0' 3.0' 3.0' 3.0' 3.0' 3.0' 3.0'
4.5'
10'
4.5'
10' 20 20 2121 21 21 63.76TG 60.84INV 64.35 TC-FS 65.87TC 65.37FS 75.11TW 67.11TC 66.61FS 67.03TC 66.53FS 65.36TC 64.86FS 66.22TC 65.72FS 70.40TW 64.40FG (64.40FG) 71.61TW (65.61FG) 72.66TW (66.66FG) 73.59TW (67.59FG) 74.80TW (68.80FG) 74.75TW (68.75FS) 65.61 BW-FG 66.66 BW-FG 67.59 BW-FG 68.80 BW-FG 67.25TC 66.75FS 74.87TW 66.88FS 66.71 FS-R 64.63TC 64.26FS 64.13TG 63.39INV 64.43 TC-FS 64.76 TC-FS 64.79 TC-FS 65.03FF 65.02FS 67.14TC 66.64FS-N 66.64FS-S 66.38TC 65.88FS 64.44 FS-CC 65.49TC 64.99FS-W 64.29FS-E 67.56TC 67.06FS-N 67.21FS-S 67.31TC 66.81FS-N 66.20FS-S MATCH (67.21FS) 67.08FL MATCH (66.20FS) 66.07TG 64.67INV MATCH (65.40FS) 65.39FL-HP LANDSCAPE SWALE 71.64TW (65.70FS) MATCH (64.07FS) MATCH (64.10TC) (63.69FS) (63.56FL) MATCH (64.68FS) MATCH (64.73TC) (64.34FS) (64.24FL) MATCH (64.39FS) 65.51TC 65.01FS 65.28TC 65.01FS 65.25TW 63.76BW-FG 63.09FG-BTM (64.75FG-E) MATCH (64.91FS) 64.69 FS-GB 64.11LIP 64.15FS 64.07FL 64.43TC 64.06FS 63.93FL 64.21LIP 64.30FS 64.17FL 63.73LIP 63.78FS 63.65FL 63.64LIP 63.71FS 63.58FL 63.86LIP 63.91FS 63.78FL 64.32TC 63.95FS 63.82FL 63.81LIP 63.86FS 63.73FL 64.27 FS-GB 64.38 FS-GB 64.72 FS-GB 64.46 FS 65.03FF 65.01FS 65.03FF 65.01FS 64.49 FS-CC 65.00TC-FL-R 65.13FS 72.72TW (66.72FS) EX. WATER METER TO BE REMOVED EX. WATER LATERAL TO BE ABANDONED EX. WATER VALVE EX. SEWER MAIN EX. 20" CCP WATER MAIN PER PDMWD DWG 1643-WS EX. SEWER MAIN 64.29RIM 61.29INV 74.92TW 66.93FS 66.72BW-FS 66.59FL-HP PROP. DCDA PROP. 4" FIRE WATER LINE 64.27LIP 64.32FS 64.19FL 64.33TC 63.96FS 63.87INV 63.83FL 64.65RIM 63.79INV-OUT 60.62INV-IN REPLACE CONCRETE TO THE NEAREST JOINT REPLACE CONCRETE TO THE NEAREST JOINT 65.03FF 65.01FS MATCH (64.27FS) MATCH (64.46FS) MATCH (65.44FS) 65.29TG 63.79INV 66.59 FS-GB 67.39TC 66.89FS-GB 66.67FS-S 74.99TW 67.00FS 74.84TW 66.85FS-R66.68 FS-GB 65.50TC 65.00FS-W 65.00FS-E 64.97TC 64.77FS 64.64FL 67.39TC 66.89FS 64.97 TC-FS 63.88LIP 63.93FS 63.80FL 64.03LIP 64.08FS 63.95FL 64.71TC 64.34FS 64.21FL64.72TC 64.35FS 64.26INV 64.22FL MATCH (64.95FS) 64.68 TC-FS 64.65TC 64.15FS 64.43TG 63.93INV-OUT 63.11INV-IN INSTALL R6-1 (R) "ONE WAY" SIGN INSTALL R6-1 (R) "ONE WAY" SIGN 65.03FF 65.01FS 65.03FF 65.01FS 65.03FF 65.01FS 64.98TW (64.65FG-E) 66.78 FS-R 64.35 FL 64.29FG-TOP 63.62FG-BTM 65.19TW (64.86FG-E) 71.22TW 64.29BW-FG 63.62FG-BTM (65.22FG) PIPE ENCASED IN CONCRETE IF SD COVER IS <1' 63.07 INV-OUT 64.89 BOW 63.76RIM 60.84INV 63.46INV OFFSITE RUNON BYPASS 63.14 INV OFFSITE RUNON BYPASS PROP. 16.81 LF OF 8" SD HDPE ADS N-12 @ 1.3% EX. 20" CCP WATER MAIN PER PDMWD DWG 1643-WS OFFSITE RUNON BYPASS 65.03FF 65.01FS PROP. 9'X19' VEHICLE QUEUE PARKING SPACE PROP. 9'X19' VEHICLE QUEUE PARKING SPACE 12' SDG&E EASEMENT AS DOC. NO. 73-0234303 PER DOC. REC. 08-21-1973 TO REMAIN 4.0' PACIFIC BELL EASEMENT AS FILE NO. 84-0307390 PER DOC. REC. 08-13-1984 TO REMAIN EX. CURB INLET AND MANHOLE TO BE REMOVED 64.32 FL-IN VEGETATED SWALE TO COLLECT OFFSITE RUN-ON 68.75BW-FS 68.62FL-HP 65.42RIM 64.42INV-IN 64.38INV-OUT 65.51TC 65.01FS 64.38FL-HP 65.22TC 64.73FS 64.73 FS-GB 64.34 FL-IN MATCH (66.50FS-CC) 66.37FL 66.62FL-HP LS SWALE MATCH (66.67FS) 66.54FL MATCH (66.00FS) 65.87FL-HP RIBBON GUTTER TO COLLECT OFFSITE RUN-ON 1 14 PROP. 14.72 LF OF 4" SD HDPE ADS N-12 @ 1.9% 61.37 INV TRANSITION FROM 4" TO 6" CURB 23 63.76FG-TOP 63.09FG-BTM 22 60.90 INV 22 64.92TC 64.55FS 64.42FL
9.0' 33.3'
4.1%
3.6% 64.88 FS
4.2%
2.5' 4.5' 0.7' 57.8' 5.0' 24.0' 5.5' 0.7' PROPERTY LINE TO BE ADJUSTED PER PROPOSED PARCEL MAP PRIOR TO PERMIT ISSUANCE. 3.0' 21 MATCH (66.27FS-CC) 66.14FL 21 MATCH (67.06FS-CC) 66.93FL MATCH 21 (66.55FS-CC) 66.42FL N 88°17'10" W 98.13' MATCH (67.89FS-CC) 67.76FL 5.0' 12.0'
35.4'
DRIVE AISLE MATCH (65.41FS-CC) 65.38FL N 01°43'36" E
115.75' MATCH (65.58FS-CC) 65.43FL 21 MATCH (66.17FS-CC) 66.10FL 24 PROPOSED BASEMENT 8' BELOW CG-02-CONCEPTUAL GRADING PLAN 02 PROPOSED AC PAVEMENT PROPOSED CONCRETE PROPOSED LANDSCAPE PROPERTY LINE CENTERLINE PROPOSED SAWCUT PROPOSED FREESTANDING WALL PROPOSED RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR FIRE TRUCK LANE PROP. FIRE WATER LINE PROP. WATER LINE PROP. STORM DRAIN LINE PROP. SEWER LINE PROP. PERFORATED SUB DRAIN PROPOSED DCDA PROPOSED FDC PROPOSED PIV PROPOSED GATE VALVE LEGENDXXXX ABBREVIATIONS: (XX.XX) EXISTING ELEVATION BOW BACK OF WALK CC CURB CUT CF CURB FACE CO CLEANOUT ELEV ELEVATION ELEC ELECTRICAL EX EXISTING FF FINISH FLOOR FL FLOW LINE FG FINISH GRADE FS FINISH SURFACE GB GRADE BREAK INV INVERT MAX MAXIMUM MH MANHOLE MIN MINIMUM GM GAS METER SS SANITARY SEWER SD STORM DRAIN
R RIDGE OC ON CENTER TC TOP OF CURB TG TOP OF GRATE TYP TYPICAL W WIDTH WM WATER METER CIVIL ENGINEER COMMERCIAL DEVELOPMENT RESOURCES 695 TOWN CENTER DRIVE #110 COSTA MESA, CA 92626 CONTACT: AARON ALBERTSON, P.E. TEL: (949)-610-8997 ARCHITECT SURVEYOR APN: 384-091-51-00 SITE ADDRESS 10463 MISSION GORGE ROAD SANTEE, CA 92071 COMMERCIAL DEVELOPMENT RESOURCES 695 TOWN CENTER DRIVE #110 COSTA MESA, CA 92626 CONTACT: AARON ALBERTSON, P.E. TEL: (949)-610-8997 RSI GROUP 3199 AIRPORT LOOP DR, SUITE D COSTA MESA, CA 92626 CONTACT: DAVID PAGE TEL: (714) 966-9400 OWNER HENLEY ENTERPRISES INC. DBA VALVOLINE INSTANT OIL CHANGE 750 E DYER ROAD SANTA ANA, CA 92705 CONTACT: WALTER JONES DIRECTOR OF CONSTRUCTION, WEST COAST CITY OF SANTEE DEPARTMENT OF DEVELOPMENT SERVICES DRAWING NO. GRADING PLAN FOR: SCALE HORIZ: VERT: CONSTRUCTION RECORD REFERENCES DATE BY REVISIONS ACPTD BENCH MARK CONTRACTOR INSPECTOR DATE COMPLETED DESIGNED BY DRAWN BY CHECKED BY RCE NO. EXPIRES DATE PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY PROJECT ENGINEER CITY W.O. NO. VALVOLINE INSTANT OIL CHANGE SHEET OF 04 GRD-2024- 2024- ROS 11252 POINT NUMBER 2107 DESCRIPTION: STANDARD STREET MONUMENT STAMPED SD CO ENGR DEPT SURV MON AT THE CENTERLINE INTERSECTION OF COTTONWOOD AVENUE AND MISSION GORGE ROAD. ELEV 349.74' DATUM: NAVD88 65513 09/30/27 AARON M. ALBERTSON GEOTECHNICAL ENGINEER SALEM ENGINEERING GROUP, INC. 8711 MONROE COURT, SUITE A RANCHO CUCAMONGA, CA 91730 CONTACT: IBRAHIM FOUD IBRAHIM, PE, GE TEL: (909) 980-6455 FW BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 74° 58' 27" WEST BETWEEN POINTS 2107 AND 2115, PER ROS 11252 2' WIDE CONCRETE RIBBON GUTTER A NOT TO SCALE 2' CAST IN PLACE CONCRETE DISSIPATER BOX DETAIL B SCALE: 1:1 CONSTRUCTION NOTES: CONSTRUCT 2.0' WIDE RIBBON GUTTER PER DETAIL A, THIS SHEET INSTALL 12" X 12" ADS NYLOPLAST INLINE DRAIN WITH SQUARED NON-TRAFFIC RATED GRATE & INSTALL "NO DUMPING, DRAINS TO RIVER" STENCILING AT INLET INSTALL 12" DIA. ADS NYLOPLAST INLINE DRAIN WITH CIRCULAR TRAFFIC RATED GRATE & INSTALL "NO DUMPING, DRAINS TO RIVER" STENCILING AT INLET PROP. 8" BASIN OVERFLOW RISER INSTALL 6" PERFORATED PVC DRAIN AT BIOFILTRATION BASIN INSTALL SUMP PUMP PER DETAIL 1, SHEET CG-04. INSTALL FLEXSTORM PURE INLET FILTER (MODEL 62SHDPCP & 62MHDPCP) PER SWQMP REPORT INSTALL 24" X 24" ENERGY DISSIPATER CONCRETE BOX FILLED WITH 3/4" CLEAN GRAVEL PER DETAIL B, THIS SHEET INSTALL PARKWAY DRAIN PER SDRSD D-25A WITH OPEN CHANNEL BACK. INSTALL PARKWAY DRAIN PER SDRSD D-25A WITH MANHOLE FRAME AND COVER PER SDRSD M-2. INSTALL 2" DOMESTIC WATER SERVICE PER SDRSD WS-02 & WR-01 INSTALL 1" IRRIGATION WATER SERVICE PER SDRSD WS-01 & WR-01 CONSTRUCT <4' RETAINING WALL PER SEPARATE STRUCTURAL PLANS TO BE PREPARED DURING CDs INSTALL 4" Ø ADS N12 HDPE STORM PIPE PER MANUFACTURES SPEC. AND SOILS REPORT RECOMMENDATIONS NOT USED. INSTALL 8" Ø ADS N12 HDPE STORM PIPE PER MANUFACTURES SPEC. AND SOILS REPORT RECOMMENDATIONS INSTALL STORM DRAIN CLEANOUT CONSTRUCT BIOFILTRATION BASIN WITH IMPERMEABLE LINER PER THE ELEVATIONS SHOWN AND SECTION ON SHEET CG-03, REFER TO THE SWQMP REPORT FOR DETAILS. PROPOSED EXTENDED CURB TO BE DEEPENDED 9". CONSTRUCT DRIVEWAY APPROACH W=26', PER CITY OF SANTEE STANDARD DRAWING PW-38. INSTALL 18" WIDE KNOCKOUTS AT THE BOTTOM OF WALL. INSTALL 4" PERFORATED PVC DRAIN AT RETAINING WALL PER GEOTECHNICAL RECOMMENDATIONS. INSTALL 3' TRANSITION FROM 4" TO 6" CURB. CONSTRUCT CAST-IN-PLACE 24" DRAIN INLET. 1 2
3 4
5 6
78910111213
WSDSS 14151617181920212223 LANDSCAPE ARCHITECT COMMERCIAL DEVELOPMENT RESOURCES 695 TOWN CENTER DRIVE #110 COSTA MESA, CA 92626 CONTACT: BRANDON HANNA TEL: (949)-610-8997 24 70 72
68 66
64 74
62 76
73.49TW
67.49BW-FG
71.42 TW
65.50TC
65.00FS
⅊
⅊ ⅊
MATCH
(67.59FG)
5.5'
PROPOSED
LANDSCAPE
DRIVE AISLE
4.5'
EXISTING
PAVEMENT
FUTURE
AUTODEALERSHIP
14.8'
70 72
68 66
64 74
62 76
78 80
78 80
MATCH
(65.42FS)
PROPOSED
6' SITE WALL
58.7'
PROPOSED
6' SITE WALL
0.9'
EX. GRADE
EX. GRADE
FOOTING ELEVATIONS
SHOWN FOR
REFERENCE ONLY
65.85 FS-GB 65.88
FS-GB
EX. GRADE
EX. GRADE
0.7% 0.6% 1.5%
60 60
66.22TC
65.72FS
25%
24.0' 5.0'
PROPOSED
DRIVE AISLE
PROPOSED
ADA PATH
OF TRAVEL
65.33 FL
FOOTING ELEVATIONS
SHOWN FOR
REFERENCE ONLY
65.42 BW-FG
RIDGE
70 72
68 66
64 74
62 76
70 72
68 66
64 74
62 76
78 80
78 80 ⅊
MATCH
(66.50FG)
8.70' TO EXISTING
APARTMENT BUILDING 20.0'
PROPOSED
PARKING
44.7'
PROPOSED
DRIVE AISLE
31.3' 16.6'
PROPOSED DRIVE AISLE
4.5'
PROPOSED
SIDEWALK
EXISTING
LANDSCAPE
29.16' TO CL
MISSION GORGE
ROAD
PROPOSED
BUILDING
65.03FF
64.20PAD
74.50 TW
4.7%
3.8%
64.55 FS
65.01 FS
PROPOSED
8' SITE WALL
⅊
2.5'
60 58
60 58
LIMITS OF VERTICAL OVER-EX
5' BELOW EXISTING GRADE
5.0'
56 56
EX. GRADE
EX. GRADE
EX. GRADE
5.7'
PROPOSED
DRIVEWAY
PER PW-38
10.2'
PROPOSED PAVING
TO NEAREST LANE
FOOTING ELEVATIONS
SHOWN FOR
REFERENCE ONLY
65.01 FS
64.79 FS-R
5.0'
64.72 FS-GB
64.21LIP
64.30FS
64.17FL
MATCH
64.53FS
PAVING
RESTORATIONS PER
GEOTECHNICAL
RECOMMENDATIONS
1.5% 9.5%
⅊
67.19TC
66.69FS-N
66.50FS-S
3.5%
PROP. DRIVE
APPROACH PER
CITY
CROSS SLOPE >1%
1.5'
4.8%
4.9% 3.8%
66.00 FS-GB
66.37 FL
66.50 BW-FS
LIMITS OF OVER-EX 2' BELOW
FINISHED A.C. PAVEMENT
LIMITS OF OVER-EX 2' BELOW
EXISTING GRADE
LIMITS OF
OVER-EX 2'
BELOW EXISTING
GRADE
LIMITS OF OVER-EX
2' BELOW FINISHED
A.C. PAVEMENT
LIMITS OF HORIZONTAL
OVER-EX 5' BEYOND EDGE
OF FOOTING
LIMITS OF HORIZONTAL
OVER-EX 5' BEYOND EDGE
OF FOOTING 4.6'
SEE DETAIL A,
SHEET CG-02
2.0' 2.5'
3:1 SLOPE MAX
2.0'
VEGETATION PER
LANDSCAPING
61.59 PLANS
EL
6"X8" PIPE REDUCER
2" FREEBOARD
63.93EL
COMPACTED
BACKFILL
65.07TW
63.76BW-FG
OVERFLOW RISER
63.76TG
BASIN BOT.
63.09FG
(64.74FG)
60.59 EL
3:1 SLOPE MAX
SEPARATE STRUCTURAL PLAN
FOR FOUNDATION DETAILS
6" PVC PERF. UNDERDRAIN
60.82INV
18" ENGINEERED
SOIL MEDIA
SEE NOTE 1
8" PONDING 3" FILTER COARSE SEE NOTE 2
EX. BUILDING 3" MIN.
PROP. PVC GEOMEMBRANE
IMPERMEABLE LINER. SEE
NOTE 4
64.49 FS-CC
PROP 4" PERF.
SUBDRAIN
60.90INV
61.34 EL
9" GRAVEL
SEE NOTE 32" FREEBOARD
BASIN SPECIFICATION NOTES:
1. ENGINEERED SOIL MEDIA - COUNTY OF SAN DIEGO LID HANDBOOK:
APPENDIX G - BIORETENTION SOIL SPECIFICATIONS. MIN 5IN/HR FILTRATION RATE .
2. WASHED PEA GRAVEL FILTER COURSE LAYER FREE OF FINES - CITY OF SANTEE APPENDIX E: BMP DESIGN FACT SHEETS
3. GRAVEL - CALTRANS SPECIFICATION 68-2.02F(3) CLASS 2 PERMEABLE MATERIAL
4. IMPERMEABLE LINER - LAYFIELD PVC 30 GEOMEMBRANE 28.5 MIL ⅊
PROP. 16.56 LF 8" SD HDPE ADS N-12 @1.3%
OVERFLOW OUTLET TO SUMP PUMP
63.76FG-TOP
64.65RIM
60.62INV-IN/OUT
CONNECTION TO
SUMP PUMP
60.62INV-IN/OUT
PROP. SUMP PUMP
SEE PUMPMANUFACTURER'S
DETAIL SHEET C-04
PROPOSED
RIP RAP
⅊
CG-03-SITE SECTIONS
SECTION "A-A"
SCALE: 1"=5'
SECTION "B-B"
SCALE: 1"=5'
03 CITY OF SANTEE DEPARTMENT OF DEVELOPMENT SERVICES DRAWING NO.
GRADING PLAN FOR:
SCALE
HORIZ:
VERT:
CONSTRUCTION RECORD REFERENCES DATE BY REVISIONS ACPTD BENCH MARK
CONTRACTOR
INSPECTOR
DATE COMPLETED
DESIGNED BY DRAWN BY CHECKED BY
RCE NO. EXPIRES
DATE
PLANS PREPARED UNDER THE SUPERVISION OF
REVIEWED
BY
PROJECT ENGINEER
CITY W.O. NO.
VALVOLINE INSTANT OIL CHANGE
SHEET OF 04
GRD-2024- 2024-
ROS 11252 POINT NUMBER 2107
DESCRIPTION: STANDARD STREET MONUMENT STAMPED SD CO ENGR
DEPT SURV MON AT THE CENTERLINE INTERSECTION OF COTTONWOOD AVENUE AND MISSION GORGE ROAD.
ELEV 349.74'
DATUM: NAVD88 65513 09/30/27
AARON M. ALBERTSON
BIOFILTRATION BASIN CROSS-SECTION AT OVERFLOW RISER & CLEANOUT SCALE: 1"=5'
04 CITY OF SANTEE DEPARTMENT OF DEVELOPMENT SERVICES DRAWING NO. GRADING PLAN FOR: SCALE HORIZ: VERT: CONSTRUCTION RECORD REFERENCES DATE BY REVISIONS ACPTD BENCH MARK CONTRACTOR INSPECTOR DATE COMPLETED DESIGNED BY DRAWN BY CHECKED BY RCE NO. EXPIRES DATE PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY PROJECT ENGINEER CITY W.O. NO. VALVOLINE INSTANT OIL CHANGE SHEET OF 04 GRD-2024- 2024- ROS 11252 POINT NUMBER 2107 DESCRIPTION: STANDARD STREET MONUMENT STAMPED SD CO ENGR DEPT SURV MON AT THE CENTERLINE INTERSECTION OF COTTONWOOD AVENUE AND MISSION GORGE ROAD. ELEV 349.74' DATUM: NAVD88 65513 09/30/27 AARON M. ALBERTSON CG-04-DETAIL SHEET GV MISSION GORGE RD 3 YARD TRASH BIN 3 YARD TRASH BIN 3 YARD TRASH BIN Tallow Organics X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 365 VAN ACCESSIBLE 1 2 0.1 0.1 0.3 0.5 0.9 1.6 2.4 2.8 2.4 1.8 1.4 1.1 0.6 0.2 0.6 1.1 1.4 1.8 2.5 3.5 4.7 5.1 4.7 3.9 3.3 2.7 1.6 0.7 2.0 2.0 2.5 3.3 4.1 5.4 6.8 7.5 7.0 6.2 5.5 4.8 3.1 1.4 1.8 2.8 2.9 2.7 2.3 2.2 2.6 3.1 3.7 4.6 5.8 6.4 6.3 6.1 5.8 5.5 3.8 1.7 2.3 3.4 3.2 2.8 2.3 2.1 2.3 2.6 3.0 3.5 4.2 4.6 5.1 5.5 5.7 5.8 4.2 1.8 3.2 4.0 3.6 3.0 2.2 1.8 1.8 1.9 2.0 2.3 2.6 3.0 3.9 4.8 5.6 6.1 4.9 2.1 4.5 5.2 4.4 3.4 2.2 1.4 1.2 1.1 1.1 1.2 1.4 1.8 2.8 4.3 5.7 6.7 5.8 2.6 6.0 6.6 5.3 3.9 2.2 1.3 0.9 0.8 0.8 0.9 1.0 1.4 2.4 4.2 5.8 7.2 6.2 2.9 6.3 7.1 5.7 4.2 2.4 1.4 1.0 0.9 0.9 0.9 1.0 1.3 2.3 3.9 5.3 6.4 5.5 2.5 5.6 6.3 5.3 4.2 2.7 1.8 1.5 1.4 1.3 1.2 1.2 1.4 2.2 3.3 4.3 5.0 4.0 1.6 4.2 5.3 4.8 4.2 3.2 2.5 2.3 2.2 2.0 1.8 1.5 1.4 2.0 2.9 3.5 3.9 2.8 0.9 3.3 4.8 4.7 4.4 3.8 3.6 3.6 3.6 3.2 2.4 1.7 1.5 1.9 2.6 3.0 3.2 2.1 0.7 3.1 4.9 4.8 4.5 4.1 4.3 5.3 5.4 4.2 2.7 1.6 1.3 1.7 2.3 2.6 2.6 1.6 0.7 3.0 4.7 4.4 3.7 2.4 1.2 1.1 3.2 4.6 4.3 3.5 2.2 1.2 1.9 4.1 5.0 4.4 3.4 2.1 1.1 2.9 5.5 6.1 5.0 3.7 2.0 1.1 3.4 6.3 6.9 5.5 3.8 2.0 1.0 2.8 5.9 6.4 5.2 3.7 1.9 1.0 1.8 4.6 5.1 4.2 3.1 1.8 0.9 1.0 3.2 4.2 4.0 3.9 4.2 5.2 5.9 4.9 3.2 2.3 2.6 3.7 4.9 5.1 3.9 2.4 1.3 1.1 2.4 3.5 3.6 3.7 3.8 4.0 4.0 3.7 3.1 2.5 2.5 2.9 3.2 3.2 2.8 2.0 1.2 0.9 1.7 2.8 2.9 3.0 2.9 2.5 2.4 2.3 2.2 2.1 2.0 1.9 1.9 1.8 1.6 1.4 1.0 0.7 1.1 1.8 2.1 2.1 1.8 1.6 1.4 1.4 1.4 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 0.8 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.8 0.8 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.1 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.4 0.0 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.6 0.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.8 0.0 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.8 0.0 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.5 0.0 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.0 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.0 0.0 Luminaire Schedule Symbol Qty Label Catalog LLF Luminaire Lumens Luminaire Watts Total Watts 4 PL2 @ 15' AFG RSX1 LED P2 50K R4 HS 0.900 6553 72.95 291.8 3 WM1 @ 12' AFG WPX1 LED P2 50K Mvolt 0.900 2954 23.68 71.04 1 WM2 @ 12' AFG WPX1 LED P1 50K Mvolt 0.900 1602 11.39 11.39 Manufacturer LITHONIA LIGHTING LITHONIA LIGHTING LITHONIA LIGHTING Description RSX LED Area Luminaire Size 1 P2 Lumen Package 5000K CCT Type R4 Distribution w/ HSS WPX1 LED Wallpack 3000lm 5000K CCT Mvolt WPX1 LED Wallpack 1500lm 5000K CCT Mvolt Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min SITE Illuminance Fc 3.07 7.5 0.1 30.70 75.00 TRESPASS Illuminance Fc 0.07 0.8 0.0 N.A. N.A. SITE LIGHTING CALCULATION LD-101 1 1/8" = 1'-0" SITE LIGHTING CALCULATION SHEET No. SCALE TITLE No. ISSUE DATE DATE 22785 SAVI RANCH PARKWAY Tel: 562-926-7202 | Fax: 562-926-4113 AS SHOWN 12.12.2025
VALVOLINE
SANTEE, CA 92071 1. LIGHTING CALCULATION 12.12.2025
APN: 384-091-51-00 YORBA LINDA, CA 92887
10463 MISSION GORGE ROAD
PL-2
KEY NOTES
PROPERTY LINE
SETBACK LINE
ADJACENT STREET/ HWY.
PROPOSED NEW BUILDING
PROPOSED NEW TRASH ENCLOSURE PER CITY STANDARDS
PROPOSED NEW CONCRETE WALKWAY
PATH OF TRAVEL
PROPOSED NEW LANDSCAPING, REF. CIVIL PLANS FOR MORE INFO
NEW PARKING STALLS
NEW UNIVERSAL PARKING SPACE, SIGNAGE ETC.
NEW 8'-0" BLOCK WALL. STEPPED DOWN TO 3'-0" TOWARDS STREET
NEW MONUMENT SIGNAGE, SEE ELEVATIONS FOR MORE INFO
NEW RIBBON GUTTER, REFERENCE CIVIL DRAWINGS
EXISTING SIDEWALK
NEW 8'-0" BLOCK WALL
NEW TRUNCATED DOME
METAL RAILING FENCE
PARKING STRIPING
ADJUSTED/ NEW SIDEWALK & DRIVEWAY APPROACH/ TURN. REF. CIVIL
PLANS FOR MORE INFO
LIGHT POLES
ROOF EAVES 123456789
10 11
12 13
14 15
LOT CALCULATIONS:
PROPOSED BUILDING SIZE:
BUILDING FOOT PRINT: 1,695 S.F
BASEMENT: +/- 1,695 S.F.
FIRST FLOOR: +/- 1,695 S.F.
SECOND FLOOR +/- 644 S.F.
REQUIRED PARKING SPACES: 7 (8 PROVIDED)
LOT SIZE: +/- 11,358 S.F.
BUILDING RATIO TO LOT: 0.149
REFERENCE SHEET L-1 FOR PLANTING PLAN ELABORATING ON
PLANTING CALCS.
PARKING AREA INCLUDING: ACCESS DRIVES, AISLES, STALLS,
MANEUVERING, AND LANDSCAPING WITHIN PORTION OF THE
PREMISES THAT IS DEVOTED TO VEHICULAR PARKING AND
CIRCULATION: 7,355 SF
LANDSCAPE AREAS WITHIN PARKING AREA: 872 SF
872 / 7,355 = 11.9% (10% MINIMUM REQUIRED PER SMC 13.36.100.B.1) 16 17
18 19
20 21
WV 10'-0" Front Setback
5'-0"
SB 5'-0" Rear Setback 3
5'-0"
SB 139'-0" Max Fire Hose Distance
MISSION GORGE RD
5'-0"
3 YARD TRASH BIN 3 YARD TRASH BIN 3 YARD TRASH BIN
Tallow Organics
2'-0" 33'-2 1/2"
5'-0"
SB X X X X X X N 01°45'52" E 115.74' N 01°45'52" E 115.75' N 01°43'36" E 115.75' 10.5'
98.13' (98.68' R2)
N 88°17'10" W 98.13' (98.65' R2) 365
366
367
368
369
370
VAN
ACCESSIBLE 20'-0"
9'-0" 4 5 6 7 8 1 2 35'-11"
26'-0" 5'-3 1/2" 9'-0"
22'-3 1/2"
5'-0"
5'-0" 12'-0" 12 12 85
11 14398 8 2 1
18 6 8 6 16 7 12 4
10 17 2
11 15
19 19
20 20
20 20
21 7
13 01 ARCHITECTURAL SITE PLAN 10463 MISSION GORGE ROAD SANTEE, CA 92071 APN: 384-091-51-00 01 BASEMENT FLOOR PLAN
BAY OPENING ABOVE/ BELOW
KEY NOTES
1 2
3 02 1ST LEVEL FLOOR PLAN
CONDENSER UNIT, HIGH AND TIGHT TO CEILING
ROLLER DOORS
4 BOLLARDS
5 NOT USED
1 6 MOP SINK
LOBBY
101
STORAGE
103
BAY
106
18'-0 1/2"
4'-0"
MOP
SINK
104
UP TO 2ND
DN TO BASE
(WORK
AREA)
DN TO BASE
(WORK
AREA) 33'-3 1/2"
53'-1 1/2"
FIRE RISER
106
5'-0"
R/R
102 7'-0"
7'-11"
STORAGE
105 7'-0"
19'-5 1/2" 17'-9 1/2" 6'-1"
10'-0"
COMPRESSOR
B03
TANK/
STORAGE
AREA
B02
WORK
AREA
B01 31'-9"
52'-8 1/2"
UP TO 1ST
(STORAGE)
UP TO 1ST
(BAY)
17'-4 1/2" 22'-2"19'-5 1/2" 7'-8"
4'-6" 5'-8 1/2" 8'-0"
OFFICE
204
R/R
202
CHANGING
203
STORAGE
201 23'-2"
6'-9" 5'-8" 4'-0" 5'-10"
DN TO 1ST
(STORAGE) 3'-0" 4'-0"
03 2ND LEVEL FLOOR PLAN
7 VENT OPENING
8 RAISED PLATFORM
9 ACCESSIBLE RESTROOM
1 1 1
2 3 3
3 3
4 4
6 7
8 8 7
9 10 A.C. REQUIRED IN THIS ROOM
11 CONDENSER ABOVE CEILING
12 4 WAY/ ZONE SPLIT
12 10
11 10463 MISSION GORGE ROAD SANTEE, CA 92071 APN: 384-091-51-00
BUILDING FOOTPRINT
KEY NOTES 123
02 ROOF PLAN
ROOF RIDGE
ROOF OVERHANG 4 1 2
ROOF HIP 4 24 3 3 3 5 PROPOSED SOLAR PANEL LOCATION, APPROX S.F.300.
BUILDING FOOTPRINT 1,695 S.F
1695 X1.5W = 2542.5
2542.5 / 15W PER S.F. OF SOLAR = 170 S.F. REQ. 5 10463 MISSION GORGE ROAD SANTEE, CA 92071 APN: 384-091-51-00 2'-0" 13'-11" 10'-0"
3'-4 1/2"
2'-0" 2'-0" 10'-0"
3'-4 1/2"
EQ EQ 2'-0"
EQ EQ 2'-0"
7'-11 7/8" 4'-2 5/8" 4'-2 5/8"7'-11 7/8" 20'-2" ABOVE GRADE 2'-0"
52'-11 1/2" 33'-0" 22'-4" 26'-0 1/2" 13'-10 1/2" 12'-6" 01 NORTH ELEVATION 02 WEST ELEVATION
03 SOUTH ELEVATION 04 EAST ELEVATION 10463 MISSION GORGE ROAD SANTEE, CA 92071 APN: 384-091-51-00 MFR: CORONADO STONE
COLOR: OLD WORLD, LEDGESTONE
DRYSTACK, SUMMERLIN BLEND
MFR: N/A
COLOR: CLEAR ANODIZED ALUMINUM
MFR: BORAL ROOFING
COLOR: VILLA 900 GOLDENROD
MFR: SHERWIN WILLIAMS
COLOR: 7515 HOMESTEAD BROWN
MFR: SHERWIN WILLIAMS
COLOR: 6107 NOMADIC DESERT
2 2 8'-0"
1 1 10'-0"
3 5 4 5 4
3 2 TRASH ENCLOSURE ELEVATIONS
1 MONUMENT SIGNAGE
KEY NOTES
1 2
3 NEW TRASH ENCLOSURE WITH STUCCO FINISH & COLOR TO MATCH ADJACENT, TO MEET CITY
STANDARDS
4 5
NEW STEEL GATES
METAL CAP
NEW ROOF STRUCTURE & CORRUGATED METAL ROOF TO MATCH CITY STANDARDS. ROOF TO
SLOPE TO PLANTER
MINI MESH SCREEN, BLACK VINYL COATED 10463 MISSION GORGE ROAD SANTEE, CA 92071 APN: 384-091-51-00 MFR: SHERWIN WILLIAMS
COLOR: 7515 HOMESTEAD BROWN
MFR: SHERWIN WILLIAMS
COLOR: 6107 NOMADIC DESERT