Ncil20250528 — Santee City Council, May 28, 2025

AUBREY GLEN DRIVE
MISSION GORGE ROAD 10.0 SETBACK 10.0 SETBACK 10.0 SETBACK 25.0 SETBACK 10.0 SETBACK 10.0 SETBACK 12 STREET SPACES 26.0 26.0 26.0 26.0 36.0 22.8 26.0 21.0 21.7 26.0 FIRE TURN AROUND 30.8 34.9 5.4 4.8 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 24.0 21.9 25.8 10.0 24.0 24.0 26.0 PLAN 1 PLAN 1 PLAN 2 PLAN 2 PLAN 1 PLAN 1 PLAN 2 PLAN 2 PLAN 1 PLAN 1 PLAN 1 PLAN 1 PLAN 2 PLAN 2PLAN 2 PLAN 2 PLAN 1 PLAN 1 PLAN 2 PLAN 2 PLAN 2 PLAN 2 PLAN 1 PLAN 1 PLAN 2 PLAN 2 PLAN 1 PLAN 1 PLAN 2 PLAN 2 PLAN 2 PLAN 1 PLAN 1 PLAN 2 PLAN 1 PLAN 2 PLAN 1 PLAN 2 PLAN 2 PLAN 1 PLAN 1 PLAN 2 PLAN 2 PLAN 1 PLAN 1 PLAN 2 PLAN 1 PLAN 2 PLAN 1 PLAN 2 PLAN 1 PLAN 2 10.0 10.0 EVEV 6 8 10 1 11 78 34 123 4 5 6 7 8 1516 9 10 11 12 13141718 19 20 21 22 26 25 24 23 33323130292827 35 37 36 38 3940 42414344 47484645 49505152 17.3 2 3 8 4 2 7 9 116 6110 8 10 10 6 1212 12 12 1 610 1 1 7 8 10 6 1 8 10 10812 6 13 13 10.0 12 14 15 14 14 14 14 10.0 5 PROJECT SUMMARY THREE-STORY CONDOMINIUMS RESIDENCES 52 HOMES GROSS SITE AREA 2.63 ACRES NET SITE AREA 2.23 ACRES NET DENSITY 24.0 DU/AC PARKING 131 SP (2.5 SP/DU) ZONING R-22 PRODUCT MIX 25 PLAN 1 3BD+DEN/2.5 BA 1,440 SF 27 PLAN 2 3BD/2.5 BA 1,470 SF 52 TOTAL UNITS PARKING SUMMARY REQUIRED 52 X 2.00 = 104 SP 52 X 0.25 GUEST = 13 SP TOTAL 117 SP PROVIDED - ONSITE / PRIVATE GARAGE 104 SP OPEN PERPENDICULAR 6 SP OPEN PARALLEL 9 SP TOTAL 119 SP PROVIDED - OFFSITE / PUBLIC STREET 12 SP TOTAL 131 SP ELECTRIC VEHICLE PARKING 15 GUEST X 13% = 2 SP REQUIRED / PROVIDED EACH GARAGE SHALL BE INSTALLED WITH A MIN. LEVEL 2 EVCS (52 GARAGES = 52 EVCS) SITE COVERAGE BUILDINGS 32,292 SF 33% PAVEMENT 34,776 SF 36% OPEN SPACE 30,071 SF 31% TOTAL NET AREA 97,139 SF 100% OPEN SPACE PRIVATE OPEN SPACE REQUIRED 52 X 60 = 3,120 SF PROVIDED DECK 4,140 SF PATIO 7,162 SF TOTAL 11,302 SF COMMON OPEN SPACE REQUIRED 52 X 100 = 5,200 SF PROVIDED 5,490 SF 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 summarch.com ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN CONCEPTUAL SITE PLAN 0 20 40 60 KEYNOTES 1 PROPERTY LINE 2 PERPENDICULAR PARKING SPACE (9' X 19') 3 PARALLEL PARKING SPACE (9' X 25') 4 ACCESSIBLE PARKING SPACE (9' X 19') 5 MAILBOX LOCATION 6 4FT MINIMUM WIDE WALKWAY 7 PRIVATE PATIO 8 PRIVATE YARD 9 COMMON REC AREA 10 AC UNIT 11 TRANSFORMER 12 LINE OF FLOOR ABOVE 13 OPEN LAWN AREA 14 SETBACK LINE 15 LIGHTED DIRECTORY MAP BA BA11'-0" x 12'-6" BEDROOM 10'-0" x 11'-0" BEDROOM 10'-0" x 10'-6" BEDROOM 33'-412" 21'-0"
31'-1012" 1'-0" 6" 11'-412" 9'-712" 21'-0" 10'-912 10'-2 " 12" 33'-412" 21'-0" PDR 14'-6" x 8-0" KITCHEN16'-6" x 18'-6" GREAT ROOM 13'-6" x 6'-6" DECK

PANTRY LAUNDRY
26'-11" 6'-512" 13'-7" 7'-5"
29'-412" 21'-0" 9'-6" x 8'-0" DEN TR R ORG 20'-0" x 20'-0" GARAGE 150 CUFT HANGING STORAGE COATS 3'-0"
1'-0" 2ND FLOOR ABOVE 2ND FLOOR ABOVE PLAN 1: 3BD+DEN/2.5BA 1ST FLR - 160 S.F. 2ND FLR- 610 S.F. 3RD FLR- 670 S.F. TOTAL 1,440 S.F. GARAGE 457 S.F. DECK 90 S.F. 150 CUFT HANGING STORAGE TR R ORG20'-0" x 20'-0" GARAGE 29'-412" 21'-0" LAUNDRY 2ND FLOOR ABOVE
3'-0"
1'-0" 2ND FLOOR ABOVE
30'-412" 8'-012" 12'-1112" 6'-8" x 11'-0" DECK 13'-6" x 8'-0" KITCHEN 16'-6" x 21'-6" GREAT ROOM 33'-412" 14'-4" PDR pantry
10'-1112"
22'-5" 21'-0" 21'-0" 6'-8" BA BA11'-0" x 12'-6" BEDROOM 10'-0" x 11'-0" BEDROOM 10'-0" x 10'-6" BEDROOM 33'-412" 21'-0"
32'-412" 1'-0" 11'-412" 9'-712" 21'-0" PLAN 2: 3BD/2.5BA 1ST FLR - 170 S.F. 2ND FLR- 626 S.F. 3RD FLR- 674 S.F. TOTAL 1,470 S.F. GARAGE 455 S.F. DECK 70 S.F. 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN UNIT PLANS THIRD FLOOR SECOND FLOOR FIRST FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR 0 4 8 12 33'-8" 4 1 2 3 11 5 8 7 9 3 5 5 11 3 1 2 6 4 4 6 3 9 8 5 MATERIAL SCHEDULE 1 ROOF - CONCRETE 'S' TILE 2 FASCIA - 2X RESAWN WOOD 3 WALL - STUCCO 4 WALL - STONE VENEER 5 TRIM - 2X STUCCO OVER 6 METAL RAILING 7 DECORATIVE SHUTTERS 8 DECORATIVE POTSHELF 9 DECORATIVE GABLE ACCENT 10 DECORATIVE RECESS 11 DOWNSPOUT 4:12
4:12
RIDGE 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN RIGHT REAR LEFT FRONT PLAN 1A ELEVATIONS 0 4 8 12 ROOF PLAN 35'-0" 4 12 9 3 1 2 5 12 7 1 2 9 3 5 5 9 3 1 2 4 6 12 4 6 8 7 9 3 5 MATERIAL SCHEDULE 1 ROOF - CONCRETE 'S' TILE 2 FASCIA - 2X RESAWN WOOD 3 WALL - STUCCO 4 WALL - BRICK VENEER 5 TRIM - 2X STUCCO OVER 6 METAL RAILING 7 DECORATIVE SHUTTERS 8 DECORATIVE POTSHELF 9 DECORATIVE CORBEL 10 DECORATIVE RECESS 11 DECORATIVE AWNING 12 DOWNSPOUT 4:12
4:12 4:12 4:12 4:12 4:12 HIP HIP
RIDGE
HIP
HIP
HIP
HIP 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN RIGHT REAR LEFT FRONT PLAN 1B ELEVATIONS 0 4 8 12 ROOF PLAN 35'-11" 4 3 9 7 11 7 1 2 3 5 6 5 7 6 9 4 3 8 11 4 7 8 1 2 3 MATERIAL SCHEDULE 1 ROOF - CONCRETE 'S' TILE 2 FASCIA - 2X RESAWN WOOD 3 WALL - STUCCO 4 WALL - STONE VENEER 5 TRIM - 2X STUCCO OVER 6 METAL RAILING 7 DECORATIVE SHUTTERS 8 DECORATIVE POTSHELF 9 DECORATIVE GABLE ACCENT 10 DECORATIVE RECESS 11 DOWNSPOUT 4:12 4:12 RIDGE 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN RIGHT REAR LEFT FRONT PLAN 2A ELEVATIONS 0 4 8 12 ROOF PLAN 35'-2" 12 3 9 2 7 1 5 12 2 7 5 3 1 6 9 8 6 5 1 3 12 2 9 4 11 4 1 2 11 9 3 8 5 MATERIAL SCHEDULE 1 ROOF - CONCRETE 'S' TILE 2 FASCIA - 2X RESAWN WOOD 3 WALL - STUCCO 4 WALL - BRICK VENEER 5 TRIM - 2X STUCCO OVER 6 METAL RAILING 7 DECORATIVE SHUTTERS 8 DECORATIVE POTSHELF 9 DECORATIVE CORBEL 10 DECORATIVE RECESS 11 DECORATIVE AWNING 12 DOWNSPOUT 4:12 4:12 4:12 4:12
4:12 4:12
4:12
RIDGE

HIP HIP
HIP
HIP
HIP
HIP
HIPVALLEY 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN RIGHT REAR LEFT FRONT PLAN 2B ELEVATIONS 0 4 8 12 ROOF PLAN PLAN 1 PLAN 1 42'-2"
31'-1012"
1'-0" 6" PLAN 1 PLAN 1
33'-412" 42'-2" PLAN 1 PLAN 1
29'-412" 42'-2"
3'-0"
1'-0" 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN THIRD FLOOR SECOND FLOOR FIRST FLOOR DUPLEX A 0 4 8 12 35'-11" 5 1 3 9 4 6 11 4 3 8 9 1 2 6 6 4 9 3 5 1 5 3 7 9 8 1 2 11 4:12 4:12 RIDGE 4:12 4:12

RIDGE RIDGE
4:12
4:12
4:12
4:12
VALLEY
VALLEY
VALLEY
VALLEY MATERIAL SCHEDULE 1 ROOF - CONCRETE 'S' TILE 2 FASCIA - 2X RESAWN WOOD 3 WALL - STUCCO 4 WALL - STONE VENEER 5 TRIM - 2X STUCCO OVER 6 METAL RAILING 7 DECORATIVE SHUTTERS 8 DECORATIVE POTSHELF 9 DECORATIVE GABLE ACCENT 10 DECORATIVE RECESS 11 DOWNSPOUT 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN LEFT FRONT RIGHT REAR DUPLEX A1 ELEVATIONS 0 4 8 12 ROOF PLAN 35'-9" 9 12 3 1 2 4 6 8 4 3 12 1 2 5 7 9 6 6 4 2 1 3 12 9 7 3 1 12 2 9 5 MATERIAL SCHEDULE 1 ROOF - CONCRETE 'S' TILE 2 FASCIA - 2X RESAWN WOOD 3 WALL - STUCCO 4 WALL - BRICK VENEER 5 TRIM - 2X STUCCO OVER 6 METAL RAILING 7 DECORATIVE SHUTTERS 8 DECORATIVE POTSHELF 9 DECORATIVE CORBEL 10 DECORATIVE RECESS 11 DECORATIVE AWNING 12 DOWNSPOUT 4:12 4:12 4:12 4:12
4:12 4:12 4:12 4:12
4:12 4:12
4:12 4:12 HIP HIP

HIP HIP

HIP HIP
HIP

HIP RIDGE
RIDGE
RIDGE
RIDGE
RIDGE
VALLEY
VALLEY
VALLEY
VALLEY 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN LEFT FRONT RIGHT REAR DUPLEX A2 ELEVATIONS 0 4 8 12 ROOF PLAN PLAN 2 PLAN 2
32'-412" 42'-2"
1'-0" PLAN 2 PLAN 2
33'-412" 42'-2" PLAN 2 PLAN 2
30'-412" 42'-2"
3'-0" 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN THIRD FLOOR SECOND FLOOR FIRST FLOOR DUPLEX B 0 4 8 12 35'-9" 8 6 5 3 1 9 2 4 11 12 11 9 3 1 2 5 7 4 11 4 2 9 1 3 5 6 8 9 1 7 12 2 5 3 6 MATERIAL SCHEDULE 1 ROOF - CONCRETE 'S' TILE 2 FASCIA - 2X RESAWN WOOD 3 WALL - STUCCO 4 WALL - BRICK VENEER 5 TRIM - 2X STUCCO OVER 6 METAL RAILING 7 DECORATIVE SHUTTERS 8 DECORATIVE POTSHELF 9 DECORATIVE CORBEL 10 DECORATIVE RECESS 11 DECORATIVE AWNING 12 DOWNSPOUT 4:12 4:12 4:12 4:12
4:12 RIDGE HIP
HIP
HIP
HIPVALLEY 4:12 4:12
4:12
HIP
HIP
HIP
HIP VALLEY 4:12
4:12

HIP HIP

VALLEY VALLEY
HIP HIP 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN LEFT FRONT RIGHT REAR DUPLEX B1 ELEVATIONS 0 4 8 12 ROOF PLAN 36'-11" 7 6 5 9 3 8 7 1 2 4 3 8 11 8 3 9 5 6 7 7 1 2 11 5 3 6 MATERIAL SCHEDULE 1 ROOF - CONCRETE 'S' TILE 2 FASCIA - 2X RESAWN WOOD 3 WALL - STUCCO 4 WALL - STONE VENEER 5 TRIM - 2X STUCCO OVER 6 METAL RAILING 7 DECORATIVE SHUTTERS 8 DECORATIVE POTSHELF 9 DECORATIVE GABLE ACCENT 10 DECORATIVE RECESS 11 DOWNSPOUT 4:12 4:12 4:12 4:12 RIDGE RIDGE RIDGE 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN LEFT FRONT RIGHT REAR DUPLEX B2 ELEVATIONS 0 4 8 12 ROOF PLAN 5256 S. Mission Road, Ste 404 Bonsall, CA 92003 760.724.1198 ARCHITECTURE SCALE: KB HOME NOVEMBER 6, 2024 9915 MIRA MESA BLVD., STE 100 SAN DIEGO, CA 92131 858.877.4256 SANTEE, CA AUBREY GLEN MISSION GORGE SITE PERSPECTIVE

342.4
339.1
337.6
337.1
353.6
353.7
351.5
351.5
345.5
348.6
348.4
348.4
346.8
336.6
380.5
62 341.315
X333.1
X333.2
X333.7
X334.3
X335.5
X335.7
X335.7
X336.3
X
MH
X336.7
X336.8
337
336
X
X337.3
MH
BWV
X337.4
X337.5
X337.5
X337.5
MH
X337.5
X
PB
TPB
338
338
X338.2
MH
X3
M
3 H

8.3 MH
MH
IRR
IRR
MH
X338.4
MH
X338.5
X338.5
X338.5
X338.6
X338.6
X338.8
TVP
X
S
X339.2
X339.4
X339.4
X339.5
PB
X339.7
X339.8
ER
340
340
340 340
340
340
340
341
342
343
339
338
PB
X340.3
MH
X340.5
X340.5
X341.2
IRR
IRR
X341.5
S
X341.7
X341.9
X342.2
X342.2
X
XX
X342.6
X342.6
X342.7
X343.3
PB
PB
X343.5
PB
344
345
346
X
X344.4
X344.5
X344.6
X344.6
PB
345
345
345
345
X345.2
X
X345.5
X345.5
X345.6
X345.7
PB
X346.2
X346.3
IRR
IRR
PB
MH
X346.6
PB
X
X347.2
X347.5
X347.5
X347.6
X347.7
S
348
S
X
X
X348.6
X
X349.4
X349.5
TVP
IRR
IRR
IRR
IRR
350
350
350
350
T
X350.6
X
X
X351.5
PB
PB
X352.4
PB
353
CO
S
X
X
PB PB
X353.7 CO
PB
UV
355
355
355
355
355
355
X PB
X
X355.3
X355.6
X355.7
PB
X356.2
IRR
IRR
X356.4
356.5
PB
X
PB
X357.2
X357.4
X357.6
X357.6
S
X357.9
GV
X358.7
X358.9
X359.3
X359.6
X359.6
X359.7
360
360
360
S
GV
IRR
IRR
IRR
IRR
IRR
IRR
GV
365
365
365
365
365
365
365
S
BWV
PB

IRRIRRIRR
370
370
370
370
370 370
370
MH
X370.3
MH
X370.9
IRR
IRR
MH
X
372.3
IRR
IRR 375
375
375
375
375
375 375
IRR
PB
MH
PB
X376.6 MH
X377.1
X377.3
X377.5
X
X377.6
X377.6
X377.6
X377.7
X377.7
X377.8
X377.8
MH
X
IRR
IRR
IRR
X378.3
X378.4
X378.4
X378.4
X378.7
X378.7
MH
MH
X379.7
X379.7
X379.9
MH
380
380
380
X380.1
X380.3
X380.3
MH
X
X382.4
X
21-MAR-2025 11:36
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Admin\_Submittals\AgencyDocuments\CityofSantee\2025-0321_4th-TM-Sub\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT01_Title.dgn c 2024 Rick
Engineering Com
pany
City of Santee, California
1 OF
NO. REVISIONS DATE BY
1 1ST TM SUBMITTAL REC
REC
REC
REC
9/17/2024
DR 2024-0005
TM NO. 2024-0003/
2ND TM SUBMITTAL
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
11/15/2024

TOWNSEND

TOWNSEND MULTIFAMILY
3RD TM SUBMITTAL
2 3
15 1/29/2025
4 4TH TM SUBMITTAL 3/21/2025
BWV
10 11 12 13 14 14
1 13
0 11 11
10 11 11
10 11 11
10 11 12
12 10 11 11
10 11 11
WM
8'X20'MWS
3421
3421
3421
3421
3421
3421
3421
3416
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
D10-B9
3421
MW
RP R
W
P

S S S S S

S S S S S
RP
W
C
C
SDD 116~10'B 1 INLET
S
3416
W
RP
C
FS
I
RP
X
11 12 13
340 340
345
345
345
10 350
350
350 350
350 350
w/3314 HH 3426
D9-A4
DATUM:

FLOWN:

TOPO SOURCE:

LEGAL DESCRIPTION

EARTHWORK/GRADING QUANTITIES

PUBLIC UTILITIES

TOPOGRAPHY

PUBLIC STREET
AUB
REY
G
LEN
D
R

MISSION GORGE ROAD
S
TARP
NI
E
D
R
MAP 7198
LOT 2
LOT 1
ROS 11331
MAP 15341
MAP 7646

PVT STORM DRAIN
PVT SEWER MAIN (8")
SD
S
W

BROW DITCH

ENGINEER OF WORK
PH. (619) 291-0707
SAN DIEGO, CA 92110
5620 FRIARS RD
RICK ENGINEERING CO.

OWNER/SUBDIVIDER
K
REN
WATER MAIN (8")

QUANTITIES

PVT SEWER MANHOLE

SEWER MANHOLE

GENERAL NOTES

SHEET INDEX

CONDOMINIUM STATEMENT

PADRE DAM MUNICIPAL WATER DISTRICT

SANTEE ELEMENTARY SCHOOL DISTRICT

GROSSMONT UNION HIGH SCHOOL DISRICT

CITY OF SANTEE

COX CABLE
SDG&E

CITY OF SANTEE

PADRE DAM MUNICIPAL DISTRICT

EXISTING LAND USE DESIGNATION
PARK IN-LIEU FEE STATEMENT:

AND/OR RECREATION PURPOSES.

THE APPLICANT SHALL PAY FEES IN LIEU OF DEDICATING LAND FOR PARK CANYON
RD
SITE
FAN
ITA
D
R.

SANTEELAKES
HWY52

MISSION GORGE
ROAD
RO
UTE125
CUYAM
ACA
STREET
MISSIONGORGERD.

SPRING

CITY OF SANTEE
MAST
BLVD.

CITY OF SANTEE
PRKW
Y
H
ILLS
W
EST

CITY OF SAN DIEGO

NO SCALE

VICINITY MAP
LEGEND

PROJECT BOUNDARY

EXIST TOPO CONTOUR

LOT LINE

PAD ELEVATION

FIRE HYDRANT
SLOPE (2:1 MAX.)

STREET GRADIENT

STREET ELEVATION

TOP OF WALL ELEVATION

FINISHED SURFACE ELEVATION
PE 384.0

SD CLEANOUT

SD INLET
350.4
TW
FS

RESIDENTIAL BLDG NUMBER
RESIDENTIAL UNIT NUMBER 1

PARKING SPACES

EXISTING CONCRETE

EXISTING PAVEMENT

SITE MAP
FH
FH
FH
EX.

FH
EX.
5 W
2%
5 80 40 0 80 160 240
GRAPHIC SCALE 1" = 80'
7 MAY NOT BE IN TERMS OF SAID SYSTEM.

QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR
(I.E. N10°22'19" E)
THE EASTERLY LINE OF AUBREY GLEN DRIVE PER MAP NO. 16496

THE BASIS OF BEARINGS FOR THIS SURVEY IS A PORTION OF
ELEVATION: 331.37, NGVD29 DATUM.

PER ROS 11252.

INTERSECTION OF MISSION GORGE ROAD AND FANITA DRIVE

MONUMENT WELL, NO STAMPING, LOCATED AT THE CENTERLINE
ON GPS STA 1002 BEING A FOUND 3.5" BRASS DISK IN
GEODETIC VERTICAL DATUM OF 1929 (NGVD29) AND ARE BASED

THE BASIS OF ELEVATIONS FOR THIS SURVEY IS THE NATIONAL OFFICE: 858-877-4267
SAN DIEGO. CA 92131
9915 MIRA MESA BLVD., SUITE 100

KB HOME
NOT BEEN ADJUSTED FOR SHRINKAGE OR BULKAGE.

THE EFFECT OF REMEDIAL GRADING. THE RAW NUMBERS HAVE

QUANTITIES SHOWN ARE QUANTITIES AND DO NOT INCLUDE
CUT: 4,800 FILL: 3,200 EXPORT: 1,600

DEVELOPMENT SUMMARY
PROVIDED: 11,302 SF
BUILDING AREA:

PLAN 1: 25
PLAN 2: 27
TOTAL BUILDING FOOTPRINT: 32,292 SF

SETBACK LINE
8 EA.
1,760 LF
3 EA.
5 EA.
18 EA.

CATCH BASIN 5 EA.
1,900 LF
1,320 LF
PVT SEWER CLEANOUT 6 EA.

1. ASSESSORS PARCEL NUMBER: 386-701-02

2. PUBLIC WATER SYSTEM TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE WATER AGENCY STANDARDS (WAS).

PRIVATE SEWER SYSTEM TO BE MAINTAINED BY THE HOA.

3. SPECIFIC METHODS OF HANDLING STORM DRAINAGE ARE SUBJECT TO DETAILED APPROVAL

BY THE CITY ENGINEER AT THE TIME OF SUBMISSION OF IMPROVEMENT AND GRADING PLANS. DESIGN SHALL BE ACCOMPLISHED ON THE BASIS OF THE REQUIREMENTS OF THE SUBDIVISION MANUAL. DRAINAGE EASEMENTS SHALL BE PROVIDED AS REQUIRED BY THE CITY ENGINEER.

5. EVIDENCE SHALL BE PROVIDED OF HAVING OBTAINED GRADING RIGHTS ON ADJACENT PROPERTY WHERE REQUIRED.

6. UTILITIES SHALL BE UNDERGROUND. EASEMENTS TO BE PROVIDED AS NECESSARY.

7. FIRE HYDRANTS TO BE INSTALLED IN ACCORDANCE WITH THE CITY OF SANTEE FIRE DEPARTMENT DESIGN STANDARDS.

9. GRADING SHOWN HEREON IS PRELIMINARY AND SUBJECT TO MODIFICATION IN FINAL DESIGN SUBJECT TO SUBSTANTIAL CONFORMANCE APPROVAL BY THE CITY OF SANTEE.

10. STORM DRAIN AND SEWER SHOWN IS PRELIMINARY AND IS SUBJECT TO MODIFICATION WITH FINAL DESIGN.

11. TEMPORARY AND PERMANENT STRUCTURAL BEST MANAGEMENT PRACTICES WILL BE INCORPORATED IN THE DESIGN AND IMPLEMENTATION OF THE DEVELOPMENT.

13. TRASH COLLECTION TO BE CURB SIDE.

4. PRIVATE SEWER MAINS ARE 6" MINIMUM P.V.C. UNLESS OTHERWISE SHOWN.

PROVIDED: 5,490 SF
LOT COVERAGE: (75,244/97,139) = 33.2%

WATER SERVICE AND METER
NGVD 29
APR 15, 2024

TOPO SOURCE RICK ENGINEERING COMPANY
CIVIL CODE.

SECTION 4125 OF THE STATE OF CALIFORNIA

CONDOMINIUM PROJECT AS DEFINED IN

THIS IS A MAP OF A RESIDENTIAL
R22: HIGH DENSITY RESIDENTIAL (22-30 DU/AC.)
BASIS OR BEARINGS:

BENCHMARK:

1. GROSS PROJECT AREA: 2.63 AC

2. NET PROJECT AREA: 2.23 AC

3. NUMBER OF EXISTING LOTS: 1

4. NUMBER OF RESIDENTIAL DU'S - 52

6. EXISTING GENERAL PLAN DESIGNATION: R22

7. EXISTING/PROPOSED ZONING: R22 (22-30 DU/AC)

8. PRESENT LAND USE: COMMERCIAL

9. PROPOSED LAND USE: RESIDENTIAL

10. SETBACKS:

FRONT: 25 FT
INTERIOR SIDE: 10 FT
EXTERIOR SIDE: 10 FT
REAR: 10 FT

11. PRIVATE OPEN SPACE

12. COMMON OPEN SPACE

13. PARKING

RESIDENTAIL PARKING (GARAGE)
REQUIRED: 2 SPACES / DU X 52 DU'S = 104 SPACES
PROVIDED: 104 SPACES
GUEST PARKING:

REQUIRED: 1 SPACE / 4 DU'S = 13 SPACES

14. LOT COVERAGE
NET AREA: 2.23 AC (97,139 SF)
(DEVELOPED LOT)
1 EA.

REQUIRED: 60 SF/DU X 52 DU = 3,120 SF
REQUIRED: 100 SF/DU X 52 DU = 5,200 SF
EXP. 6-30-2025
R.C.E. NO. 56991
KAREN S. VAN ERT DATE
[email protected]

JESSE KLEIST DATE
ASSESSORS PARCEL NUMBER: 386-701-02
OF SAN DIEGO COUNTY FEBRUARY 22, 2022.

ACCORDING TO MAP THEREOF NO. 16496, FILED IN THE OFFICE OF THE COUNTY RECORDER

MULTIFAMILY, IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, REMAINDER PARCEL OF CITY OF SANTEE TRACT NO. 2020-02 LAUREL HEIGHTS SITE DESCRIBED AS FOLLOWS:

REAL PROPERTY IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, 6 8
9 27 TOTAL
12 SPACES (AUBREY GLEN DR./PUBLIC)
PROVIDED: 15 SPACES (ONSITE)
SHEET 15
SHEET 14
SHEET 13
SHEET 12
SHEET 11
SHEET 10
SHEET 9
SHEET 8
SHEET 7
SHEET 6
SHEET 5
SHEET 4
SHEET 3
SHEET 2
SHEET 1

12. EARLY SUBDIVISION GRADING IS REQUESTED PER SMC 11.40.115 REQUESTED PER SMC 11.40.115

8. GRADING MAY BE BUILT PRIOR TO FINAL MAP RECORDATION. EARLY SUBDIVISION GRADING IS

SEWER (PUBLIC)

SCHOOL DISTRICT

POLICE & FIRE
CABLE T.V.

GAS & ELECTRIC

STORM DRAIN (PUBLIC)

WATER (PUBLIC)
TOTAL: 75,690 SF
PLAN 2 (27): 1,470 SF
PLAN 1 (25): 1,440 SF

15. TOTAL LIVABLE AREA:

WQ TREATMENT DETAILS

PRIVATE UTILITY PLAN EXHIBIT

FIRE ACCESS EXHIBIT (FIRE ENGINE)

FIRE ACCESS EXHIBIT (TILLER)

OPEN SPACE EXHIBIT

SITE SECTIONS

SITE PLAN - SOUTH

SITE PLAN - NORTH

SITE SOUTH

SITE NORTH TO MISSION GORGE ROAD

BOUNDRY & ENCUMBRANCES

EXISTING TOPOGRAPGHY

STREET SECTIONS

KEY MAP, DETAILS & SECTIONS
TITLE
380 LF
780 LF
03/20/25
GROSS DENSITY = 52 DU/2.63 AC = 20 DU/AC
NET DENSITY = 52 DU/2.23 AC = 24 DU/AC

5. DENSITY:
(SPLIT FACE TAN)

RETAINING WALL
(W/ BOULDER-SCAPE FACADE)

SOLDIER PILE WALL

ENGINEER OF WORK
PH. (619) 291-0707
SAN DIEGO, CA 92110
5620 FRIARS RD
RICK ENGINEERING CO.

OWNER/SUBDIVIDER
OFFICE: 858-877-4267
SAN DIEGO. CA 92131
9915 MIRA MESA BLVD., SUITE 100

KB HOME
EXP. 6-30-2025
R.C.E. NO. 56991
KAREN S. VAN ERT DATE
[email protected]

JESSE KLEIST DATE
03/20/25
342.4
339.1
337.6
337.1
353.6
353.7
351.5
351.5
345.5
348.6
348.4
348.4
346.8
336.6
380.5
62 341.315
333.1
333.2
333.7
334.3
335.5
335.7
335.7
336.3
336.7
336.8
337.3
337.4
337.5
337.5
337.5
337.5
338.2
338.3
338.4
338.5
338.5
338.5
338.6
338.6
338.8
339.2
339.4
339.4
339.5
339.7
339.8
340.3
340.5
340.5
341.2
341.5
341.7
341.9
342.2
342.2
342.6
342.6
342.7
343.3
343.5
344.4
344.5
344.6
344.6
345.2
345.5
345.5
345.6
345.7
346.2
346.3
346.6
347.2
347.5
347.5
347.6
347.7
348.6
349.4
349.5
350.6
351.5
352.4
353.7
355.3
355.6
355.7
356.2 356.4
356.5
357.2
357.4
357.6
357.6
357.9
358.7
358.9
359.3
359.6
359.6
359.7
370.3
370.9
372.3
377.1
376.6
377.3
377.5
377.6
377.6
377.6
377.7
377.7
377.8
377.8
378.3
378.4
378.4
378.4
378.7
378.7
379.7
379.7
379.9
380.1
380.3
380.3
382.4
21-MAR-2025 11:36
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Admin\_Submittals\AgencyDocuments\CityofSantee\2025-0321_4th-TM-Sub\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT02_KeyMap_Details_St_Sections.dgn OF
City of Santee, California
c 2024 Rick
Engineering Com
pany
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 BWV
X
X
X
X
X
X
X
X
X
MH
X
X
337
336
X
X
MH
BWV
X
X
X
X
MH
X
X
PB
TPB
338
338
X
X
MH
MH MH
MH
IRR
IRR
MH
X
MH
X
X
X
X
X
X
TVP
X
S
X
X
X
X
PB
X
X
ER
340
340
340 340
340
340
340
341
342
343
339
338
340 340
PB
X
MH
X
X
X
IRR
IRR
X
S
X
X
X
X
X
XX
X
X
X
X
PB
PB
X
PB
344
345
346
X
X
X
X
X
PB
345
345
345
345
345
345
345
X
X
X
X
X
X
PB
X
X
IRR
IRR
PB
MH X
PB
X
X
X
X
X
X
S
348
S
X
X
X
X
X
X
TVP
IRR
IRR
IRR
IRR
350
350
350
350
350
350
350 350
350 350
T
X
X
X
X
PB
PB
X
PB
353
CO
S
X
X
PB PB
X CO
PB
UV
355
355
355
355
355
355
X PB
X
X
X
X
PB
X
IRR
IRR
X
PB
X
PB
X
X
X
X
S
X
GV
X
X
X
X
X
X
360
360
360
S
GV
IRR
IRR
IRR
IRR
IRR
IRR
GV
365
365
365
365
365
365
365
S
BWV
PB

IRRIRRIRR
370
370
370
370
370 370
370
MH
X
MH
X
IRR
IRR
MH
X
IRR
IRR 375
375
375
375
375
375 375
IRR
PB
MH
PB
X MH
X
X
X
X
X
X
X
X
X
X
X
MH
X
IRR
IRR
IRR
X
X
X
X
X
X
MH
MH
X
X
X
MH
380
380
380
X
X
X
MH
X
X

KEY MAP

PUBLIC STREET
KEY MAP: SHEET
KEY MAP: SHEET NUMBER
AUB
REY
G
LEN
D
R

MISSION GORGE ROAD
S
TARP
NI
E
D
R

KEY MAP LEGEND
2 LOT 2
LOT 1
ROS 11331
MAP 15341
MAP 7646
7198
MAP
100 50 0 100 200 300
GRAPHIC SCALE 1" = 100'
3 LAUREL
H
EIG
H
TS
D
RIVE

KEY MAP/DETAILS/SECTIONS
6 7
A
A

CROSS SECTION

ENGINEER

PER SOILS

CLASS II BASE

AC PAVING W/
1'
R=1' 4" 2%

1.5'
520-C-2500

CONCRETE

PER PLAN

CURB LINE
P
ER
P
LAN
T
C
10"
VARIES
D
D
B B
C C

SECTION C-C

NO SCALE

10.0'

BOUNDARY

PROJECT
6" MIN.

PE 345.2

8.8'

TO BE DETERMINED

RETAINING WALL

OR FENCE ATOP

PRIVACY WALL
(FG 344.0)
GROUND
EXIST.

SECTION D-D

NO SCALE

BOUNDARY

PROJECT
PE 349.4 GROUND
PROP.

FG 350.0 `
TW 360.0

3.0'
(TW 362.0)
(TW 359.76)
`
12"
WALK
EXIST.

EXIST.

RET. WALL

SECTION B-B

NO SCALE

10.0'

8.8'
PE 340.9
6" MIN.
6" MIN.

BOUNDARY

PROJECT
(FG 338.0)
GROUND
PROP.

TO BE DETERMINED

RETAINING WALL

OR FENCE ATOP

PRIVACY WALL
GROUND
EXIST.

ST. "F" (PVT.)
S
T."E
"
(PVT.)
ALLEY "A" (PVT.)
ST. "A" (PVT.)
S
T."B
"
(PVT.)
ST. "C" (PVT.)
S
T."D
"
(PVT.)
B B
4" ROLLED CURB & GUTTER DETAIL (PVT)

NOT TO SCALE
1 1
2 2
3 3
SWALE
PE 351.1

1.5'
(0.6' MIN.)
VARIES

6.8'

5.9' MIN.)
VARIES

BOUNDARY

PROJECT

SECTION A-A

NO SCALE
(FS 359.65)
(TW 366.0)
WALL
EXIST. MSE
GROUND
PROP.

GROUND
EXIST.

FG 351.1
8 9
SEE SHEET 10 FOR SECTIONS 1 1THROUGH 3 3

19'M
IN.S
T
A
LL
D
EP
T
H

CONTIGUOUS SIDEWALK
3'
TYP.

WHEEL STOP
9' MIN. 9' MIN.

NO SCALE
M
IN
4'

TYPICAL PARKING STALL
8'
9'
19'

NO SCALE

DISABLED PARKING STALL(S)
M
IN
4'
WALL
BEAM

SOLDIER
PROP.
27"-36"
16'(+
/
-
)
27"-36"
16'(+
/
-
)
VARIES
+/- 10.0' (MIN.)
WALL
BEAM

SOLDIER
PROP.

TW 360.0

8.7'(+/-)
DITCH
12"
NOTE

SEE PAVEMENT
GROUND

EXISTING

CURB & GUTTER
TYPE H
EXISTING 6"
GROUND

EXISTING
EX
IS
TIN
G
R
O
W
(1% MIN.)
(1% MIN.)

NOT TO SCALE
STREET CLASSIFICATION: 4-LANE MAJOR
PUBLIC STREET - EXIST. MISSION GORGE ROAD
102.0' (ROW)

51.0' 51.0'

10.0' 41.0' 41.0' 10.0'

SIDEWALK

MEANDERING

PROPOSED

FIRE HYDRANT

PROPOSED

5.5'
EX
IS
T.R
IG
H
TO
F
-
W
AY
S
U
B
D
IVIS
IO
N
B
O
U
N
D
ARY/

4.5'
T0 BE REPLACED

CURB & GUTTER
TYPE H
EXISTING 6"
21'
`
EXIST.

BOUNDARY

SUBDIVISION
EXIST.
18'
10'
2006.344
PER DWG. NO.

EX. 3.5" AC/10" AB
21'
` `
SEWER
6" VCP
EXIST.

EXIST.

BOUNDARY

SUBDIVISION
EXIST.
10' 18'
HP GAS
EXIST. 2"
CAUTION!!
HP GAS
EXIST. 2"
CAUTION!! 2% 2%
2% 2%

TO BE REMOVED
EXIST. CONC.
`

TO BE REMOVED

CURB & GUTTER
EXIST. ROLLED

5.5'

TO BE REMOVED

CURB & GUTTER
EXIST. ROLLED

1.5% 1.5%
10'
SCALE: 1"=10' SCALE: 1"=10'
12'
28'
14'
28' 28'
56'
28'
28'
56'
46'
16'

TO REMAIN
6" VCP SEWER
EXIST.
18'

TO REMAIN
RCP S.D.

EXIST. 18"

TO REMAIN

SIDEWALK
EXIST. 5'
18'

TO REMAIN

SIDEWALK
EXIST. 5'

TO REMAIN
RCP S.D.

EXIST. 18"

C&G TO REMAIN
EXIST. 6"
28'

SIDEWALK

GUTTER AND
6" CURB &

PROPOSED
STALLS

PARKING

DIAGONAL

ROW DEDICATION
10' PROPOSED
10+86.80 - 11+73.89
EXIST. AUBREY GLEN DRIVE
11+89.85 - 14+19.88
EXIST. AUBREY GLEN DRIVE
C
L

1.5%
ROW
EXIST.

C
L
5'

ABANDONED

REMOVED/

MAIN TO BE

ACP WATER
EXIST. 6"

TO REMAIN

CURB & GUTTER
EXIST. 6"

ABANDONED

REMOVED/

MAIN TO BE

ACP WATER
TO BE REMOVED EXIST. 6"
EXIST. CONC.
2006.344
PER DWG. NO.

3.5" AC/10" AB
EXIST.

VACATED
TO BE
REC. 5-03-68
NO. 91288
PER DOC.

EASEMENT
WATER
10'

VACATED
TO BE
REC. 5-03-68
NO. 91288
PER DOC.

EASEMENT
WATER
10'
MAIN

PUBLIC WATER
PROPOSED 10"
`
5'
`
MAIN

PUBLIC WATER
PROPOSED 10"
3'
3'
ROW
PROP.

ROW
EXIST.
66'
NOTE

SEE PAVEMENT
5'

SIDEWALK

NON-CONTIGUOUS

GUTTER AND
5' CURB &

PROPOSED

1.5%
5'
1 1
PAVEMENT NOTE:

DUE TO UTILITY INSTALLATIONS

ADDITIONAL PAVEMENT IS DISTURBED

TO STREET CENTERLINE OR BEYOND IF

PAVEMENT RESTORATION SHALL BE UP
1 FACE OF WALL
(BOULDER-SCAPE FACADE)

FACE OF WALL
(BOULDER-SCAPE FACADE)

TAN CMU)
(SPLIT-FACE

TAN CMU)
(SPLIT-FACE
365
365
X
X
X
X
IRR
M
X
H
X378.7
21-MAR-2025 11:36
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Admin\_Submittals\AgencyDocuments\CityofSantee\2025-0321_4th-TM-Sub\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT03_Details.dgn OF
City of Santee, California
c 2024 Rick
Engineering Com
pany
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 RP
13 PLAN 2
PE 350.2
14 PLAN 2
PE 350.2
3 KEY MAP/DETAILS/STREET SECTIONS
24" S.D.

PROPOSED
(4-WINDOWS)
FL(OPENING) 359.6
RIM 360.7
C.B. PER RSD D-07

PROPOSED TYPE-F
FS 360.8
APRON

PROPOSED CONCRETE
365
(PROTECT IN PLACE)
EXIST. DITCH
370
(PROTECT IN PLACE)
EXIST. GRATED INLET
PER G-1366
30" HDPE
EXIST.
(FL 360.58)
(TW 365.10)
PER G-1366

HEADWALL
EXIST. SD

TO BE REMOVED
PER G-1366
RIPRAP
EXIST.

CL
(MIN.)
2%

1.5%

5.3'
(PVT.)
SEWER

PROPOSED
5'
(PVT.)
DRAIN
STORM

PROPOSED
(PVT.)
WATER

PROPOSED
6'
4" CURB
(MIN.)

1.5%

4.8'
10'
(PVT.)
DRAIN
STORM

PROPOSED
9'
PRIVATE STREET "E"
SCALE: 1"=10'
9'

PARKING
9'

PARKING
36'
18' 18'
GUTTER
4" CURB &

MODIFIED
26'
13' 13'
CL
(MIN.)

1.5%
0" CURB
(PVT.)
SEWER

PROPOSED
(PVT.)
DRAIN
STORM

PROPOSED
(PVT.)
WATER

PROPOSED
5'
5' 4'

6.7' 3'
2%
PRIVATE STREET "C"
SCALE: 1"=10'
GUTTER
4" CURB &

MODIFIED
10% MAX)
(1% MIN.

VARIES
(PVT.)
SEWER

PROPOSED
0" CURB
13'
CL
4'
3'
(PVT.)

FIRE SERVICE

PROPOSED
GUTTER
4" CURB &

MODIFIED
(6.5' MIN.)
VARIES
(PVT.)
DRAIN
STORM

PROPOSED

1.5'
5'

2.5'
(PVT.)
WATER

PROPOSED
30'
17'
9'

PARKING
2% (MIN.)

1.5%
PRIVATE STREET "A"
SCALE: 1"=10'
10% MAX)
(1% MIN.

VARIES
26'
13' 13'
VARIES
CL
0" CURB
(PVT.)
SEWER

PROPOSED
(PVT.)
WATER

PROPOSED
VARIES
(4.5' MIN.)
5'
5' 4'
5' ONLY)
(STREET "B"
(PVT.)
WATER

PROPOSED
(3' MIN.)
SHEET 2

PER DETAIL
GUTTER
CURB &
4" ROLLED
6'
2%
PRIVATE STREETS "B", "D" & "F"
SCALE: 1"=10'
"B" ONLY)
(PVT.) (STREET

STORM DRAIN

PROPOSED
"B" ONLY)
(PVT.) (STREET

STORM DRAIN

PROPOSED
10% MAX)
(1% MIN.

VARIES
10% MAX)
(1% MIN.

VARIES
RIM=371.0
PER G-1366
CL TYPE A-4 C.O.

EXIST.

TW 361.3
TW 361.7
FL 360.2
TW 361.5
FL 360.3
TW 361.2
FL 360.4
FL 360.6
362
363
364
361
367
366
368
369
(2-WINDOWS)
FL(OPENING) 360.1
RIM 361.3
C.B. PER RSD D-07

PROPOSED TYPE-F
18" BROW DITCH
S.D.
6" PVC
30"
HDPE
EXIST.

5.0'

2.7'
6"
TYPE A-4

PROPOSED

3.0' FL 359.6
RIM 360.7
MOD. TYPE-F

PROPOSED
24"
HDPE
24"
1 2
(TW 365.1)
(FL 360.58)
H=11'
FL 344.5

5.5'
PE 350.2
FF 350.87
TW 361.3
FL 344.25
FS 360.8
FL 360.35
WALL
12" SPLASH

IN PLACE)
(PROTECT
(FL 361.5)
EXIST. 8" S.D.

FG 360.9
FS 360.8
FL 359.6
RIM 360.7
EXIST. HEADWALL
FS 359.7
FS 359.7
DITCH
BEG. 24"
FL 360.5

BEAM WALL

SOLDIER

PROPOSED
+/- 27"-36"

AT WALL

BETWEEN BEAMS

DRAIN TO CROSS

PROPOSED STORM

4.8' - 8.7'
12" BROW DITCH

BROW DITCH
MOD. 24"

4.8'

3.5'

4.0'

3.5'

SECTION E-E

NO SCALE

OFFSITE STORM DRAIN DETAIL
SCALE: 1"=5'
E
E
14 PLAN 2
FL 345.0
TO 24" S.D.

CONNECT
27"
27"
36"
36"
FACADE

FACE OF

FACADE)
(BOULDER-SCAPE

FACE OF WALL
WALL

BACK OF
(TW/FS 362.4)

HEADWALL
MATCH EXIST.

WALL
(FG 362.0) 12" SPLASH
342.4
339.1
337.6
337.1
353.6
353.7
351.5
345.5
348.6
348.4
348.4
346.8
339.0
336.6
60 349.276
D9-A4
SDD-116~5'B INLET SDD-116~5'B INLET
D9-A4
D9-A4
DIRT
LAND
S
CAP
NI
G

VEGETATION
B
ROW
D
ITCH
G
M
R
OUND
AVEL

HEADWALL
HANG
OVERLANDSCAPING
MOUND
DIRT
LS
LS

SHUTOFF
FUEL

5.5' CHAINLINK FENCE
8' PLYWOOD FENCE

ASPHALT
SHED
RAM
P
LS LS

NATURAL VEGETATION

ASPHALT

ASPHALT
DIRT
D
G
P
ATH
T
O
B
E
RE
M
OVE
D
COVE
RE
D
P
AT
OI
TO
B
E
RE
M
OVE
D
LAND
S
CAP
NI
G
RE
M
OVE
D
W
ALL
T
O
B
E
2 2.'H
GI
H
RE
M
OVE
D
W
ALL
T
O
B
E
5 8.'H
GI
H
T
O
B
E
RE
M
OVE
D
COVE
RE
D
P
ARK
NI
G
S

TRUCTURE
RE
M
A
NI
W
ALL
T
O
5 3.'H
GI
H

TOBE REMOVED
TEMP.CONSTRUCTION FENCING

REMOVED

UNDERDRAIN TOBE

AND SIDEWALK
EXIST.BROW DITCH
351.5
X 333.1
X 333.2
X 333.7
X 334.3
X 335.5
X 335.7
X 335.7
X
X 336.3
X
MH
X
X 336.7
X 336.8
X
337
336
X
X
X 337.3
MH
X
BWV
X
X 337.4
X 337.5
X 337.5
X 337.5
MH
X
X 337.5
X
X 337.6
X
PB
X
ER
X
X
TPB
X
338
338
X
X
X
X 338.2
X 338.2
X 338.3
MH
X
MH
X
MH
X
MH
X
RIR
X
RIR
X
MH
X
X 338.4
X 338.4
MH
X
X 338.5
X 338.5
X 338.5
X 338.6
X 338.6
X 338.7
X 338.8
TVP
X
X EP
X
X
X
S
X
X 339.2
X
X 339.4
X 339.4
X 339.4
X 339.5
PB
X
X 339.6
X
X 339.7
X 339.8
ER
X
340
340
340
340
340
340
340
340
340
340
341
342
343
339
338
P
X
B
X 340.3
X 340.4
X
P
X
B
MH
X
X 340.5
X 340.5
X 340.5
X
X
X
X 340.7
X
X 341.1
X 341.2
IR
X
R
IRR
X
X 341.5
X 341.5
S
X
X 341.7
X 341.7
X 341.9
X
X
X 342.2
X 342.2
X 342.3
X 342.3
X
XX
X
X 342.6
X 342.6
X
X 342.7
X 342.8
X
X
X 343.3
PB
X
X
PB
X 343.5
X
BP
X
344
345
346
X
X
X 344.4
PB
X
X 344.5
SC
X
X 344.6
X 344.6
X
PB
X
BWV
X
X
X
X X X
345
345
345
345
345
345
345
345
345
X
X
PB
X 345.2
X 345.2
X
X 345.3
X
X 345.5
X 345.5
X 345.5
X 345.6
X 345.7
X
PB
X 345.8
X
X
X
X 346.0
X 346.2
X 346.2
X 346.3
X 346.3
X
X 346.4
X 346.4
X
IRR
IRR
X
X 346.6
X
PB
MH
X
X 346.6
X
PB
X 346.8
X
X
X 347.2
X 347.2
X 347.4
X
X 347.5
X 347.5
X 347.5
X 347.5
X
X 347.6
X 347.7
X 347.8
S
X
348
X
S
X
X X
X
X 348.2
X
X
X
X
X 348.6
X
X
X 348.8
X
X
X
X
X
X 349.1
X 349.1
X 349.2
X 349.2
X
X
X 349.3
X 349.3
X 349.3
X 349.4
X 349.4
EMX
X 349.5
VT P
X
X
X
X
X
X
X 349.9
IRRX
IRRX
IRRX
IRRX
350
350
350
350
350
350
350
X
T
X
X X
X
X 350.6
X 350.7
X
X
X 351.3
X
X
X 351.5
X
PB
X
PB
X
X
X
X
X
X
X 352.4
X
PB
X
X X
X
353
CO
X
S
X
X
X
X
X
X
X
X
X
PB
X PB
X
X 353.7
CO
X
X
PB
X
X
X
X
X
X
X
X X
UV
X
355
355
355
3 55
355
53 5
355
X
X
PB
X
X
X
X
X 355.3
X
X 355.6
X 355.7
PB
X
X
X
X 356.2
IRR
X
X
IRR
X
X 356.4
X 356.4
X 356.5
X 356.5
X 356.6
X
X
X
PB
X
X 357.0
X
PBX
X 357.2
X
X
X 357.4
X
X X
X 357.6
X 357.6
S
X
X 357.9
X
GV
X
X 358.7
X 358.9
X
X 359.3
X
X 359.6
X 359.6
X 359.7
X
X
X 360.0
360
360
360
360
PB
X
X
360.2
S
X
GV
X
IRRX
IRRX
IRRX
IRRX
IRRX
IRRX
X
X
X X
GV
X
365
365
365
365
365
365
X
S
X
X
BWV
X
PB
X
RI IR
X
RR
X
IRR
X
370
370
370
370
370
MH
X
MH
X
X
X 370.9
IRRX
IRRX
MH
X
X
372.3
IRRX
X
IRR
X
375
375
375
573
375
375
IRR
X
MH
X
X 377.7
X 377.8
X 377.8
X 378.4
X 378.4
X 378.7
X 378.7
21-MAR-2025 11:37
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Admin\_Submittals\AgencyDocuments\CityofSantee\2025-0321_4th-TM-Sub\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT04_Exist_Topo.dgn OF
City of Santee, California
c 2024 Rick
Engineering Com
pany
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 1002
1025
1205
WM
3416
I
RP
X
X
X
BWV
S
X
10 11 12 13 14 14
IRR
IRR
X
X
IRR
X
X
S
X
IRR
X
X
X
X
E
X
X
X
X
X
X
X
IRR
S
X
X
X
XX
X
X
X X
CB
CO
BWV
GM
E
X
X X
X
X
X
X
X X
X

IRR IRR IRR
10 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
IRR
X
X
IRR
X
BWV
X
X
X
X
X
X X
X
X
CO
X
X
X
X
X
IRR
X
IRR
IRR
X
X X
X
X
X
X
X
X
X
IRR
X
IRR
X
X
IRR
IRR
X
X X
X
IRR
IRR
IRR
X
IRR
X
X
X X
X
X

EXISTING TOPOGRAPHY
4 LEGEND

EXISTING CONCRETE

EXISTING PAVEMENT
0 GRAPHIC SCALE 1" = 30'
30 15 30 60 90

STARPINE DR
LOT 5

GRANT PROPERTIES
APN:386-300-31

MARX GEORGE
APN:386-300-10
M
IS
S
OI
N
G
O
RG
E
RO
AD
PUB
L
CI
S
TREET
EXIST. LOT LINE
EXIST.LOT
LINE

PATENAUDE MARK TRUST
APN:386-300-44
MAP 688
LOT 4
MAP 15341

AUBREY GLEN DR
LOT 1
MAP 16496
APN: 386-701-02
MAP 16496

REMAINDER PARCEL

72.0'
63 0.'

11.2'
14 8.'

26.5'
14 2.'

33.9'
641.'
12 9.9'
12 9.9'

48.0'

48.0'
PAD
DIRT
PAD
DIRT
H
E
GI
H
T
3 6.'
CONC.W
ALKW
AY

OVERHANG
E
XM

BACKWATER VALVE

CLEAN OUT

CATCH BASIN

ELECTRIC METER

ELECTRIC RISER

ELECTRIC TRANSFORMER

FIRE HYDRANT

GUY WIRE

LIGHT POLE

MANHOLE STORM DRAIN

MANHOLE SEWER

MANHOLE TELEPHONE

PULL BOX

POWER POLE

POWER POLE W/ RISER

SEWER CLEANOUT

SIGN (SINGLE)

TRAFFIC PULLBOX

CABLE TV PEDESTAL

UNKNOWN VAULT

WATER METER

WATER VALVE
CB
X
X

BOLLARD

TOPOGRAPHIC LEGEND

BUILDING
FENCE

CONCRETE

CHAINLINK FENCE

WOOD FENCE

BLOCK WALL

GFA GROUND FLOOR AREA
BWV
SC
X
CO
X
EMX
ER
X
X
X
X
S
X
X
TPB
T
X
TVP
X
PB
X
UV
X
X
X
X
C5 90°00'02" 30.00' 47.12'
C4 61°39'08" 28.00' 30.13'
C3 23°59'35" 48.00' 20.10'
C2 18°50'30" 29.00' 9.54'
C1 39°30'13" 34.00' 23.44'
---- ----------- --------- --------

NAME DELTA RADIUS ARC

CURVE TABLE
L7 N 21°15'34" E 7.55'
L6 N 64°41'55" W 13.19'
L5 S 63°16'53" W 15.53'
L4 N 71°23'01" W 11.19'
L3 N 62°24'02" W 17.35'
L2 N 52°39'08" W 15.57'
L1 N 10°22'22" E 3.30'
---- ---------------- ---------

NAME DIRECTION LENGTH

LINE TABLE
RAMP
RAMP
L2
L3
L4
S
79 3°
7'3
8 "E 160

0.0'
S10°22'07" W 267.30'
N79
3°
7'3
8 "W 114

7.9'
L5
L6
C1
L7
C2
C3
C4
L1
3 7

5.4'
N79
3°
7'3
8 "W
'10.97=L '0.07=6 R
7" '2 28 7°
|=6

30.77'
N03°58'28"E
C5
S
79 3°
7'3
8 "E 13
0 5.1'
S10°22'07" W 251.25'
N10°22'19" E 322.70'
AREA=2.63ACRES(GROSS)
G
FA
=
6 2,
40 S
F..
7737
M
SI
S
OI
N
G
O
RG
E
RD
PO
STED
ADDRES
S:

STUC
C
O
BU
LI
D
NI
G
1 STO
RY
GFA = 4,970 S.F.
(IN DISREPAIR)

WOOD SIDED BUILDING
VACANT 1 STORY,
DEMO EXIST. SEWER MANHOLE
(EAST CONNECTION)
PLUG EXIST. SEWER LATERAL

7.5'HIGH FENCE

TO BE REMOVED
EXIST. POWER POLE
T
O
B
E
RE
M
OVE
D
COVE
RE
D
P
ARK
NI
G
S

TRUCTURE

TO BE REMOVED
EXIST. POWER POLE

TO BE RELOCATED
EXIST. FIRE HYDRANT

TOBE REMOVED

EXISTINGBUILDING

TOBE REMOVED

EXISTINGBUILDING
T
O
B
E
RE
M
OVE
D
P
ARK
NI
G
P
AD

12.5'CURB
F
OR

TO BE REMOVED
EXIST. POWER POLE
EXIST. SEWER

REMOVE/ABANDON

TO BE ABANDONED
(EXIST. WELL)

ABANDONED

TO BE REMOVED/
EXIST. 6" ACP WATER

TO BE UNDERGROUND
EXIST. OVERHEAD
TOTAL EXISTING BUILDING AREA:

TOTAL IMPERVIOUS AREA:
11,210 SQ. FT.

2.17 AC
21-MAR-2025 11:37
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Admin\_Submittals\AgencyDocuments\CityofSantee\2025-0321_4th-TM-Sub\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT05_Bndry_Exist_Easements.dgn OF
City of Santee, California
c 2024 Rick
Engineering Com
pany
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 C5 90°00'02" 30.00' 47.12'
C4 61°39'08" 28.00' 30.13'
C3 23°59'35" 48.00' 20.10'
C2 18°50'30" 29.00' 9.54'
C1 39°30'13" 34.00' 23.44'
---- ----------- --------- --------

NAME DELTA RADIUS ARC

NAME DIRECTION LENGTH

LINE TABLE
L2
L3
L4
S
79 3°
7'3
8 "E 160

0.0'
S10°22'07" W 267.30'
N79
3°
7'3
8 "W 114

7.9'
L5
L6
C1
L7
C2
C3
C4
L1
3 7

5.4'
N79
3°
7'3
8 "W
'10.97=L '0.07=6 R
7" '2 28 7°
|=6

30.77'
N03°58'28"E
C5
S
79 3°
7'3
8 "E 13
0 5.1'
S10°22'07" W 251.25'
N10°22'19" E 322.70'
10 11 12 13 14 14
10 STARPINE DR
LOT 5

GRANT PROPERTIES
APN:386-300-31

MARX GEORGE
APN:386-300-10
M
IS
S
OI
N
G
O
RG
E
RO
AD
PUB
L
CI
S
TREET
EXIST.LOT
LINE
5 PATENAUDE MARK TRUST
APN:386-300-44
MAP 688
LOT 4
MAP 15341
0 GRAPHIC SCALE 1" = 30'
30 15 30 60 90

FENCE CROSSES PROPERTY LINE
A BLOCK WALL CORNER LIES 0.5'` SW'LY OF PROPERTY LINE
B
C
D
E
F
CHAINLINK FENCE CORNER LIES 2.6'` SW'LY OF PROPERTY CORNER G

OF PROPERTY LINE
FENCE CROSSES PROPERTY LINE AND LIES 1.4'` EASTERLY
H END OF FENCE LIES 0.8'` EASTERLY OF PROPERTY LINE
OFFSITE FENCE LIES 0.9'` EASTERLY OF PROPERTY LINE
OFFSITE FENCE LIES 0.3'` EASTERLY OF PROPERTY LINE
J
FENCE LIES 0.3'` WESTERLY OF PROPERTY LINE
FENCE LIES 1.5'` EASTERLY OF PROPERTY CORNER
CHAINLINK FENCE LIES 0.7'` EASTERLY OF PROPERTY LINE
FENCE LIES 0.6'` SW'LY OF PROPERTY CORNER
FENCE LIES 0.5'` NW'LY OF PROPERTY CORNER
M END OF FENCE LIES 0.3'` NE'LY OF PROPERTY LINE

POSSIBLE ENCROACHMENT NOTES

DATE OF SURVEY

CONSTRUCTION AT

AREAUNDER
A
B C
F E
C
D
C
EMERGENCY ACCESS EASEMENT PER MAP 16496
G
C
H
C
J
5 M
C
C
C
102'
EXIST. LOT LINE
EXIST. R.O.W.

EXIST. R.O.W.
3 4
5 6
8 11
12 REMARKS
NO.

ITEM
DATE

RECORDING DESCRIPTION
NO.

DOCUMENT
07-27-1960 152040 PLOTTED
07-24-1961 126209
12-03-1963 214129

PLOTTED

PLOTTED
KOENIGSBERG, ET UX.

LINES IN FAVOR OF ORVILLE
3' WIDE ESMT. FOR WATER PIPE
05-31-1968 91288 PLOTTED
07-10-1984
11 02-22-2022
1984-257861
MAP 16496 VISIBILITY EASEMENT
EXIST. GAS & ELECTRIC ESMT.

PLOTTED AS
SHEET 5 OF MAP 16496
ESMT. DOC. NO. 85-205135 LISTED ON

ITEM IS THE NON-PLOTTABLE SDG&E
ESMT. REFERRED TO IN THIS SCHEDULE B
IT IS ASSUMED THAT THE GAS & ELEC.

FOR MORE DETAILS

INFORMATION, SEE TITLE REPORT

OR MAP FOR MORE DETAILS

INFORMATION, SEE TITLE REPORT
CONDOS
APPROVED FOR 80 RESIDENTIAL
02-22-2022 MAP 16496 NO DEVELOPMENT RIGHTS
02-22-2022 MAP 16496
#

TITLE REPORT ITEM

TO BE VACATED
SANTEE COUNTY WATER DIST.
10' WIDE SEWER EASEMENT TO

TO BE QUITCLAIMED
12' WIDE SDG&E EASEMENT

TO BE QUITCLAIMED
6' WIDE SDG&E EASEMENT PLOTTED

TO BE VACATED

COUNTY WATER DISTRICT

LINES GRANTED TO SANTEE
10' WIDE ESMT. FOR WATER

VACATION

LIMITS OF
LOT 5
MAP 16496

BOUNDARY AND ENCUMBRANCES

AUBREY GLEN DR
10'
LEGEND

PROPOSED STREET DEDICATION
(NEW PL)

TRANSITION

DEDICATION
(NEW PL)

DEDICATION
PROPOSED 10'

LIMITS OF
(NEW PL)

TRANSITION

DEDICATION
I
K
L
8 A
4 3
I
5 6
L
K
5 6'
51'
1 A

EXISTING EASEMENTS
11 342.4
339.1
337.6
337.1
345.5
348.6
348.4
348.4
346.8
339.0
336.6
X333.2
X333.7
X334.3
X335.7
X335.7
X
X336.3
X
M
X
H
X336.7
X336.8
X
337
336
X
X337.3
M
X
H
X
BWV
X337.4
X337.5
X337.5
X337.5
M
X
H
X337.5
X
X337.6
X
PB
X
ER
X
X
TPB
X
338
338
X
X
IRR
X338.2
X338.2
MH
X338.3
X
M
X
H
M
X
H
M
X
H
IRR
IRR
X
IRR
X
M
X
H
X338.4
X
X
X338.4
M
X
H
X338.5
IRR
X338.5
X338.5
X338.6
X338.6
X
X338.7
X
X338.8
TVP X
X
X
X
S
X
X339.2
X
X339.4
X339.4
IRR
X339.4
X339.5
PBX
X339.6
X
X
X339.7
X
ER
X
340
340
340
340
340
3 40
3 40
340
340
341
342
343
339
338
X
P
X
B
X
X
X340.3
X340.4
X
P
X
B
M
X
H
X340.5
X340.5
X340.5
X
X
X
X
X
X340.7
X
X
X341.1
X341.2
X
IRR
IRR
X
IR
X
R
X341.5
X341.5
S
X
X
X341.7
X341.7
X341.9
X
X
X
X342.2
X342.2
X342.3
X342.3
X
XX
X
X342.6
X342.6
X342.7
XX
X
X342.8
X
X
X343.3
PBX
PB
X
X343.5
X
X
344
345
346
X X
X
X
PBX
X344.5
S
X
C
X344.6
X344.6
X
PBX
BWV
X
X
X
X X X
345
3 4
345
5 345
345
345
345
3 45
345
X
XX
X
PB
X
X345.2
X345.2
X
X
345.3
X
X
X
X345.5
X345.5
X345.6
X345.7
PB
X
X345.8
X
X
X
XX
X
IRR
X346.0
IRR
IRR
X346.2
346.3
X
X346.4
IRR
X
IRR
X
X346.6
PB
X
M
X
H
X346.6
PB
X
X
X347.5
X347.5
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
IRR
X
IRR
X
IRR
X
IRR
X
X
X
X
X
X
X
X
X
X
X
X
21-MAR-2025 11:50
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT06_Site_North.dgn OF
City of Santee, California
c 2024 Rick
Engineering Com
pany
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 SDD-116~5' B INLET
340
D9-A4
SDD-116~5' B INLET
SDD-116~5' B INLET
S
X
W
M
8'X
2 0'M
W
S
ROS 11331
AUB
REY
G
LEN
D
R
31' 31'

RAISED MEDIAN
EXIST.

RAISED MEDIAN
EXIST.
1631-WS

WATER PER
EXIST. 8" ACP
MAP 15341
EXIST. FH
PED. RAMP
EXIST.
18' 28'

SIDEWALK

GUTTER AND
EXIST. CURB
PED. RAMPS
EXIST.

PER
DWG.2006-3
46 EX
SI
T.DUAL
81"
RCP
SD
PER 2006-345
EXIST. DUAL 19"X30" RCPA SD
EXIST. 36" EL CAPITAN AQUADUCT WATER PER 773-W
EXIST. FH
ST. LIGHT
EXIST.
11' 11'
PER 93-131
EXIST. 24" RCP SD
RO
S
EM
O
N
D
E
LAN
E
(PVT
.)
BELLAMONT PASS (PVT.)
BASSETT LANE (PVT.)
6'

BE REMOVED

BROW DITCH TO
EXIST.

PER 93-131
24" RCP SD
EXIST.

BE REMOVED

BROW DITCH TO
PED. RAMP EXIST.

EXIST.

TO BE REMOVED
EXIST. DWY.

S
TREET
"E
"
(PVT
.)
STREET "F" (PVT.)
MAP 15341

MISSION GORGE ROAD

PUBLIC STREET
19 3
12 13
11 4
14 4
18 16
11 13
1 2
& GUTTER
4" CURB
13 15
3 14
3 4
11 12 13
18 16
11 13
12 4
15 13
11 10
10 6
10 2
6'
13'
12'
36'
7 8
16 1.0%

1.0%
14 REMOVED

RAMP TO BE
EXIST. PED.

TO BE REPLACED
EXIST. CURB
PER 6572-WS
EXIST. 8" PVC SEWER

REMOVED
TO BE

POWER POLE
EXIST.
(FF 343.6)
(FF 344.1)
(FF 340.65)
(FF 339.85)
8" ACP WATER
POC TO EXIST.
22 22
27 E
X
IS
T.2
"H
P
GAS
M
AIN
24 25
26 ALLEY "A" (PVT.)

REMOVED
TO BE

POWER POLE
EXIST.

S
E
W
E
R
E
X
IS
T.6
"
VCP
27 AUB
REY
G
LEN
D
R
4" CURB
11 18

3.0 %
2 3
4 5
6 FS 344.5
FS 345.0
FS 343.9
FS 340.3
FS 340.9
FS 340.9
7 11'
11'
9'
1 1
2 5'
2 5'
2 5'
15 3
3 9'
9'
9' 9'
2 5'
2 5'
10'
10'
10'
10'
16 STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.
16'
15 21
3 10'
10'
10'
10'

CURB INLET
EXIST. 21' TYPE-B2
FS 347.85
FS 345.45
FS 341.30

3.5% 2.7% 2.3%

2.5% 4.5%

8.0 %

3.2% 1.6%
18' 18'
2 4'
36'
FS 341.40
FS 341.40
FS 337.39 FS 337.07
FS 338.52
FS 338.30

CURB INLET
EXIST. 21' TYPE-B2
EXIST. CLEANOUT

REPLACE
31 29
30 29
32 AS SHOWN

RELOCATED
EX. FH TO BE

STRUCTURE

TWO-STORY
EXIST.

STRUCTURE

TWO-STORY
EXIST.
33 33 33 33

RELOCATED
TO BE
ST. LIGHT,
EXIST.

8.0%
FS 345.78
FS 346.45
347.26
52 PLAN 2
PE 340.9
51 PLAN 1
PE 340.7
50 PLAN 1
PE 340.7
PLAN 2
PE 340.9
49 PLAN 2
PE 341.1
45 46
PLAN 2
PE 341.1
47 PLAN 1
PE 341.1
48 PLAN 1
PE 341.1
37 PLAN 2
PE 344.5
38 PLAN 2
PE 344.5
39 PLAN 1
PE 345.2
40 PLAN 1
PE 345.2
32 PLAN 1
PE 348.5
PLAN 1
PE 348.5
31 30
PLAN 1
PE 349.6
29 PLAN 1
PE 349.6
27 PLAN 2
PE 350.1
10'
15'
10'
15'
31' 31'
3 0'
19'
18' 18'
15 24"
15 24"
REMAIN

SIDEWALK TO

GUTTER AND
EXIST. CURB
TC 346.56
TC 345.26 TC 346.06
FS 345.04
BS 344.87
TS 347.69
6-STEPS REQ'D
BS 341.36
TS 345.24
8-STEPS REQ'D
BS 341.44
TS 344.52
7-STEPS REQ'D
BS 341.58
TS 342.58
2-STEPS REQ'D
TC 342.65
TC 341.86
9' 9'

5.5'
FS 342.18
BS 337.10
TS 340.98
8-STEPS REQ'D
BS 337.42
TS 340.80
7-STEPS REQ'D
1 5'1
4'1
2'1

3.6%
44 PLAN 1
PE 344.3
43 PLAN 1
PE 344.3
42 PLAN 2
PE 345.0
41 PLAN 2
PE 345.0
36 PLAN 1
PE 347.5
35 PLAN 1
PE 347.5
34 PLAN 2
PE 347.6
33 PLAN 2
PE 347.6
28 PLAN 2
PE 350.1
BS 338.55
TS 341.10
5-STEPS REQ'D
BS 338.35
TS 341.10
6-STEPS REQ'D
10' 10'
10' 10' 10'
FS 348.7

14.77' 13.24'
39 16

9.65'
40 40
21 41
41 41
41 20
PER WS-1537
EXIST. 8" VCP SEWER
BASIN
CATCH
PVT.

14.57'

2.0'

12.5'
B
M
P
-1
BMP-2

39.5°

12.5'
12 13
14 14
10 1
1 12
10 11 11
10 11 11
W
M
8'X
2 0'M
W
S
3421
3421
3309
3309
3309
3309
3309
D10-B9
3421
X
EP
S
X
340
340
340
340
X
E
X
X
X
S
X
X
X
C
X
B
C
X
O
BWV
X
GM
E
X
X
345
345
345
345
345
345
X

WALL ELEVATION TABLE

TW BW XX
1 2
3 PDMWD EASEMENT NOTE:

CONSTRUCTION DOCUMENTS

EASEMENT WILL BE SHOWN ON ALL FINAL
ACCESS AND MAINTENANCE TO SAID FACILITIES. SAID

TO PADRE DAM MUNICIPAL WATER DISTRICT FOR

BE LOCATED WITHIN A UTILITY EASEMENT DEDICATED

SHOWN HEREON WITHIN PRIVATE PROPERTY ARE TO

AIR-VAC VALVES, AND ALL RELATED APPURTENANCES

HYDRANTS, WATER METERS, BLOW OFF VALVES,
ALL DISTRICT FACILITIES, I.E. WATER MAINS, FIRE
SEE SHEET 7
4 5
GRAPHIC SCALE 1" = 20'
20 10 0 20 40 60
PROPOSED 5' SIDEWALK PER RSD G-07 (PUBLIC)
PROPOSED 4" ROLLED CURB. SEE DETAIL, SHT. 3 (PVT.)
PROPOSED 0" CURB (PVT.)
PROPOSED SIDEWALK PER RSD G-07 (PVT.)
PROPOSED FIRE HYDRANT (PVT.)
PROPOSED STORM DRAIN CLEAN OUT (PVT.) (RSD D-09)
PROPOSED FIRE SERVICE W/ RPDA (PVT.)

CONSTRUCTION NOTES
PROPOSED DOMESTIC WATER LATERAL (PVT.)

PROPOSED DOMESTIC WATER METER ASSEMBLY
PROPOSED DOMESTIC WATER RP DEVICE (PVT.)
PROPOSED FIRE SERVICE (PVT.)
PROPOSED DOMESTIC WATER (PVT.)
PROPOSED SEWER CLEANOUT (PVT.)
PROPOSED SEWER MAIN (PVT.)
PROPOSED SEWER MANHOLE (PVT.)

NOTED OTHERWISE)
PROPOSED STORM DRAIN (PVT.) (18" HDPE UNLESS
20 21
22 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
PROPOSED 6" CURB & GUTTER PER RSD G-02 (PUBLIC)
341.0 337.0
6 7
341.5
341.0
345.1
345.5
348.5
350.5
338.5
339.8
342.0
342.9
344.5
343.5
PROPOSED 10" PVC WATER MAIN (PUBLIC)

EASEMENT TABLE
1 BE VACATED.

WATER DISTRICT EASEMENT TO
EXIST. 10' PADRE DAM MUNICIPAL
1 27

TO BE REMOVED/ABANDONED
EXIST. 6" ACP WATER MAIN
24 CAP AT MAIN.

EXIST. GAS LATERAL TO BE REMOVED.
25 26
CAP AT MAIN.

EXIST. SEWER LATERAL TO BE REMOVED.

CAP AT MAIN.

EXIST. WATER LATERAL TO BE REMOVED.
23 PROPOSED TYPE F CATCH BASIN PER RSD D-07 (PVT.)

SITE NORTH TO MISSION GORGE ROAD
6 29 PROPOSED 24" RCP STORM DRAIN (PUBLIC)
30 PER RSD D-09 (TYPE-A) (PUBLIC)

PROPOSED STORM DRAIN CLEANOUT
31 PER RSD D-10 (TYPE-B9) (PUBLIC)

PROPOSED STORM DRAIN CLEANOUT
32 PER WAS. STD. WF-02

PROPOSED FIRE HYDRANT
33 SEE SHEET 15 FOR DETAILS
DEVICE (PVT.) (MODULAR WETLAND SYSTEM) (BMP-1)
PROPOSED S.D. WATER QUALITY TREATMENT
34 PROPOSED BROW DITCH PER RSD D-75
35 36
37 38

FOR DETAILS)

LIGHTED DIRECTORY (SEE LANDSCAPE PLANS

FOR DETAILS)

PET WASTE STATIONS (SEE LANDSCAPE PLANS

FOR DETAILS)

SITE MAILBOX LOCATION (SEE LANDSCAPE PLANS
PROVIDE "NO DUMPING" STENCILING, PER DET. SHT. 15.

PROPOSED STORM DRAIN INLET (PVT.).
39 SEE DETAILS, SHEET 15
PROPOSED "GREEN STREET ELEMENT"
CURB OUTLET PER RSD D-25A
PROPOSED STREET LIGHT (PW-20) (PUBLIC)
40 PER DETAIL, SHT 15
PROPOSED BIOFILTRATION BASIN (BMP-2)
STENCILING PER DETAIL, SHT 15
PRIVATE 24" CATCH BASIN. PROVIDE "NO DUMPING"
41 42
BOULDER-SCAPE FACADE FINISH.

PROPOSED PRIVATE SHORING WALL WITH
PAVEMENT NOTE:

STREET CROWN.

NECESSARY FOR TRANSITIONS AND
TO UTILITY INSTALLATION. GRADE AS

BEYOND IF PAVEMENT IS DISTURBED DUE

PAVEMENT TO STREET CENTERLINE, OR

REPAIR OR REPLACE FAILED OR INADEQUATE

AUBREY GLEN DRIVE
PROPOSED PVT. TAN SPLIT-FACE CMU RETAINING WALL
PER DETAIL SHT. 15
RSD D-01. PROVIDE "NO DUMPING" STENCILING,
PROPOSED PVT. STORM DRAIN TYPE-A CURB INLET PER
353.6
353.7
351.5
351.5
345.5
60 349.276

LARK STREET
X342.7
X343.3
345
346
X344.4
X344.5
X344.6
X
345
3 4
345
5 345
345
345
XX
X
PB
X
X345.2
X
X
345.3
X
X
X
X
X345.5
X345.5
X345.5
X345.6
X345.8
X
X346.0
X346.2
X346.2
X346.3
X
X
X346.4
X346.4
X346.6
M
X
H
X346.6
X346.8
X
X347.2
X347.2
X347.4
X
X347.5
X347.5
X347.5
X347.6
X347.7
X347.8
S
X
348
X
S
X
X X
X348.2
X
X348.6
X
X348.8
X349.1
X349.1
X349.2
X349.2
X
X349.3
X
X349.3
X349.3
X349.4
X349.4
EMX
X349.5
X
TVP
X
X
X
X
X
X349.9
X
IRR
X
IRR
X
IRR
X
IRR
X
3 50
350
350
350
350
350
350
X
X
T
X
X
X
X
X
X
X
X
X
X350.6
X350.7
X
X
X
X
X351.3
X
X
X351.5
X
PBX
PB
X
X
X
X
X
X
X
X352.4
X
PB
X
X X
X
X
X
353
C
X
O
S
X
X
X
X
X
X
X
X
X
X
X
P
X
B
P
X
B
X
X353.7
X
C
X
O
X
X
PB
X
X
X
X
X
X
X
X
X X
U
X
V
355
355
355
355
355
355
355
X
X
P
X
B
X
X
X
X355.3
X
X
X355.6
X355.7
P
X
B
X
X
IRR
X
X356.2
IRRX
X
IRR
IR
X
R
X356.4
X356.4
X
X356.5
X356.5
X356.6
X
X
PB
X
X
X
X357.0
X
P
X
B
X357.2
X
X
X
X
X357.4
X
X X
X357.6
X357.6
S
X
X357.9
X
XX
X
GVX
X358.7
X358.9
X
X
X359.3
X
X359.6
X359.6
X
X359.7
X
X
X
X360.0
360
360
360
PB
360
X
X
360.2
X
S
X
IRR
GVX
IRR
X
IRR
X
IRR
X
IRR
IRR
X
IRR
X
IRR
X
IRR
X
X
X X
X X
X
365
365
365
365
3 65
S
X
X
X
X
X
X
X
BWV
IRR
X
X
PB
X

IRR IRR
X
IRR
X
IRR
X
X
X
IRR
IRR
3 70
370
370
370 370
X
M
X
H
M
X
H
X
X
370.9
X
X
IRR
X
IRR
X
M
X
H
X
372.3
IRR
I
IRR
RR
X
IRR
X
X
375
375 X
X
X X
X
X377.7
X377.8
X377.8
X378.4
X378.7
21-MAR-2025 11:37
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City of Santee, California
c 2024 Rick
Engineering Com
pany
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 MW
3416
I
RP
X
X
X
BWV
W
M
MAP 15341

MARX GEORGE
APN:386-300-10

MARX GEORGE
APN:386-300-10
PER
2006-3
46 EXIST.18
"
RCP
SD

SIDEWALK

GUTTER AND
EXIST. CURB
MAP 15341
EXIST. FH
PED. RAMP
EXIST.

RO
S
EM
O
N
D
E
LAN
E
(PVT
.)
BELLAMONT PASS (PVT.)
LOT 5
MAP 688

BE REMOVED

BROW DITCH TO
EXIST.

STREET "A" (PVT.)
S
TREET
"D
"
(PVT
.)
STREET "C" (PVT.)
S
TREET
"B
"
(PVT
.)
1 14
15 13
11 10
10 6
10 2
6'
13'
2 6'
13'
3 7
8 9
11 11
13 16
18 16
10 13
11 14
16 14 16
4 20
10 SIDEWALK

GUTTER AND
EXIST. CURB,
CONNECT TO 3
4 15
24"
15 13 11
3 4
13 11
13 4
11 15
14 14
16 18
16 12
12 16
16 15
24"
16 LAUREL

HEIGHTS
DRIVE
(EXIST
.PVT
.RD
.)

1.7%

1.0%
12 EXIST.6"PVC SEWER
EXIST.6"
VCP
SEWER
(FF 343.6)
22 ACP
WATER
EXIST.6"
EXIST. 6" ACP
POC TO
27 E
X
IS
T.2
"H
P
GAS
M
AIN
22 AREA
COMMON
27 AUB
REY
G
LEN
D
R
25 2
4'
13'
RIM=371.0
PER G-1366
CL TYPE A-4 C.O.

EXIST.

1.8%

2.0 %

2.0 %
6 7
8 9
10 11
13 14
15 16
18 FS 346.8
FS 347.3
FS 349.5 FS 350.3
FS 352.2
FS 351.3
FS 349.3
11'
11'
9'
FS 350.0
1 2
5'
13'
9' 9'
2 5'
10'
10'
10'
10'
10' 10'
10'
10'
10'
12 23
(FL 361.1)
(TW 365.10)
PER G-1366

HEADWALL
EXIST. SD
15'
10'
16 13'

STRUCTURE
EXIST. TWO-STORY

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

FS 347.6
2 6'
13' 13'
12 10'

5.5'
& GUTTER
4" CURB
2 & GUTTER
4" CURB
FS 347.85
FS 345.45

2.5% 4.5%

8.0 %

3.2% 1.6%

2.0 %

2.9%

2.6%
36'
11'
26'
13' 13'
26'
13' 13'

2.5% 2.5%
FS 352.25
FS 349.80
FS 349.13
FS 348.55
17 FS 348.03
FS 348.10

4.6%
FS 349.04
FS 349.04
FS 350.55
FS 351.55
FS 350.95
FS 348.55

2.5%

3.6%
23 REMOVED
TO BE
PER G-1366
RIPRAP
EXIST.

FL 360.8
6" SD
FL 357.5
TG 359.0
16 16

2.0%

4.0%
FS 349.2
35 FS 348.2 FS 347.9
36 37
37 38

8.0%
FS 345.78
FS 346.45
347.26
32 PLAN 1
PE 348.5
PLAN 1
PE 348.5
31 30
PLAN 1
PE 349.6
29 PLAN 1
PE 349.6
27 PLAN 2
PE 350.1
1 PLAN 2
PE 347.9
2 PLAN 1
PE 347.6
3 PLAN 2
PE 347.9
4 PLAN 2
PE 347.9
5 PLAN 1
PE 348.8
6 PLAN 1
PE 348.8
9 PLAN 2
PE 347.9
10 PLAN 1
PE 348.9
11 PLAN 1
PE 348.9
12 PLAN 2
PE 349.3
19 PLAN 2
PE 349.7
20 PLAN 1
PE 350.7
21 PLAN 1
PE 350.7
22 PLAN 2
PE 351.1
26 PLAN 2
PE 349.8
25 PLAN 1
PE 350.8
24 PLAN 1
PE 350.8
23 PLAN 2
PE 351.3
8 PLAN 2
PE 349.4
13 PLAN 2
PE 350.2
15 PLAN 1
PE 351.1
16 PLAN 1
PE 351.1
18 PLAN 2
PE 352.0
10'
15'
12'
16'
2'
5' 12'
19'
19'
5'
12'
18' 18'
3 0'
W
A
Y
P
ER
P
W
-
3 8
P
RO
P
O
S
ED
D
R
IV
E
TC 352.13
TC 350.36
TC 346.56
TC 345.26 TC 346.06
FS 345.04
BS 344.87
TS 347.69
6-STEPS REQ'D
9' 9'
TC 350.21
TC 350.21 TC 350.45
BS 348.56
TS 349.56
2-STEPS REQ'D
TC 348.25 TC 348.50

3.6%
BS 350.51
TS 351.01
1-STEP REQ'D
BS 347.69
TS 348.19
1-STEP REQ'D
36 PLAN 1
PE 347.5
35 PLAN 1
PE 347.5
34 PLAN 2
PE 347.6
33 PLAN 2
PE 347.6
28 PLAN 2
PE 350.1
17 PLAN 2
PE 352.0
14 PLAN 2
PE 350.2
7 PLAN 2
PE 349.4

8.0'
10' 10' 10'
10'
10' 10'
10'
10' 10'
14'
5' 12'
FL 349.5
FL 350.8
FL 349.2
FL 348.4
TG 349.0
FL 348.2
TC 348.7
FS 348.7
FL 361.6
TG 364.0
EXIST. C.B.

AT HEADWALL
FL 361.5
PER G-1366
EXIST. 30" HDPE
FL 362.5
TG 364.0
EXIST. C.B.
41 41
42 41
34 12"
34 24"
42 42
34 12"
20 10
1 1
12 1
13 0
1 1
1 1
10 11 11
10 1
1 1
1 12
12 W
M
3421
3421
3421
3421
3421
3416
3309
3309
3309
3309
3309
3309
3309
3309
3309
PDMWD EASEMENT NOTE:

CONSTRUCTION DOCUMENTS

EASEMENT WILL BE SHOWN ON ALL FINAL
ACCESS AND MAINTENANCE TO SAID FACILITIES. SAID

TO PADRE DAM MUNICIPAL WATER DISTRICT FOR

BE LOCATED WITHIN A UTILITY EASEMENT DEDICATED

SHOWN HEREON WITHIN PRIVATE PROPERTY ARE TO

AIR-VAC VALVES, AND ALL RELATED APPURTENANCES

HYDRANTS, WATER METERS, BLOW OFF VALVES,
ALL DISTRICT FACILITIES, I.E. WATER MAINS, FIRE
PROPOSED 5' SIDEWALK PER RSD G-07 (PUBLIC)
PROPOSED 4" ROLLED CURB. SEE DETAIL, SHT. 3 (PVT.)
PROPOSED 0" CURB (PVT.)
PROPOSED SIDEWALK PER RSD G-07 (PVT.)
PROPOSED FIRE HYDRANT (PVT.)
PROPOSED STORM DRAIN CLEAN OUT (PVT.) (RSD D-09)
PROPOSED FIRE SERVICE W/ RPDA (PVT.)

CONSTRUCTION NOTES
PROPOSED DOMESTIC WATER LATERAL (PVT.)

NOTED OTHERWISE)
PROPOSED STORM DRAIN (PVT.) (18" HDPE UNLESS
20 21
22 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
PROPOSED 6" CURB & GUTTER PER RSD G-02 (PUBLIC)
PROPOSED 10" PVC WATER MAIN (PUBLIC)

EASEMENT TABLE
1 BE VACATED.

WATER DISTRICT EASEMENT TO
EXIST. 10' PADRE DAM MUNICIPAL
27 TO BE REMOVED/ABANDONED
EXIST. 6" ACP WATER MAIN
24 CAP AT MAIN.

EXIST. GAS LATERAL TO BE REMOVED.
25 26
CAP AT MAIN.

EXIST. SEWER LATERAL TO BE REMOVED.

CAP AT MAIN.

EXIST. WATER LATERAL TO BE REMOVED.
23 PROPOSED TYPE F CATCH BASIN PER RSD D-07 (PVT.)
29 PROPOSED 24" RCP STORM DRAIN (PUBLIC)
30 PER RSD D-09 (TYPE-A) (PUBLIC)

PROPOSED STORM DRAIN CLEANOUT
31 PER RSD D-10 (TYPE-B9) (PUBLIC)

PROPOSED STORM DRAIN CLEANOUT
32 PER WAS. STD. WF-02

PROPOSED FIRE HYDRANT
33 SEE SHEET 15 FOR DETAILS
DEVICE (PVT.) (MODULAR WETLAND SYSTEM) (BMP-1)
PROPOSED S.D. WATER QUALITY TREATMENT
34 PROPOSED BROW DITCH PER RSD D-75
35 36
37 38

FOR DETAILS)

LIGHTED DIRECTORY (SEE LANDSCAPE PLANS

FOR DETAILS)

PET WASTE STATIONS (SEE LANDSCAPE PLANS

FOR DETAILS)

SITE MAILBOX LOCATION (SEE LANDSCAPE PLANS
PROVIDE "NO DUMPING" STENCILING, PER DET. SHT. 15.

PROPOSED PRIVATE SHORING WALL WITH
PROPOSED PVT. TAN SPLIT-FACE CMU RETAINING WALL
PER DETAIL SHT. 15
RSD D-01. PROVIDE "NO DUMPING" STENCILING,
PROPOSED PVT. STORM DRAIN TYPE-A CURB INLET PER

WALL ELEVATION TABLE
XX
1 341.0 337.0
341.5 338.5
PAVEMENT NOTE:

STREET CROWN.

NECESSARY FOR TRANSITIONS AND
TO UTILITY INSTALLATION. GRADE AS

BEYOND IF PAVEMENT IS DISTURBED DUE

PAVEMENT TO STREET CENTERLINE, OR

REPAIR OR REPLACE FAILED OR INADEQUATE

AUBREY GLEN DRIVE
11 12 13
345
345
345
345
10 X
350
350
350
350
350
350
350
350
350
350
350
350
X
X
BWV
X
X
C
X
O
MAP 7646
GRAPHIC SCALE 1" = 20'
20 10 0 20 40 60

WALL ELEVATION TABLE

TW BW XX
8 9
10 11
12 13
14 15
16 17
18 350.5
350.5
355.0
359.0
361.0
361.5
359.5
357.5
350.5
350.0
346.5
349.5
351.8
352.1
350.3
349.0
349.0
349.0
349.0
349.0
349.0
7 SITE SOUTH

FOR DETAIL
SEE SHEET 3
SEE SHEET 6
361.7

TW BW XX
SDD-116~5' B INLET
340
X
337
336
X
BWV
X
X
TPB
X
338
338
IRR
IRR
X
X
IRR
X
X
TVP X
X S
X
X
IRR
PBX
X
X
X
ER
X
340
340
340
3 40
340
340
341
342
343
339
338
P
X
B
IRR
S
X
X
X
XX
X
XX
X
344
345
346
X
X
X
X X X
345
345
3 45
345
X
XX
X
X
X
X
X
X
XX
X
IRR
IRR
IRR
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
21-MAR-2025 11:52
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT08_Site_North_Plan.dgn OF
City of Santee, California
c 2024 Rick
Engineering Com
pany
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 D9-A4
SDD-116~5' B INLET
SDD-116~5' B INLET
S
X
ROS 11331
AUB
REY
G
LEN
D
R
31' 31'

RAISED MEDIAN
EXIST.

RAISED MEDIAN
EXIST.
1631-WS

WATER PER
EXIST. 8" ACP
MAP 15341
EXIST. FH
PED. RAMP
EXIST.
18' 28'

SIDEWALK

GUTTER AND
EXIST. CURB
PED. RAMPS
EXIST.

BE REMOVED

BROW DITCH TO
EXIST.

PER 93-131
24" RCP SD
EXIST.

BE REMOVED

BROW DITCH TO
PED. RAMP EXIST.

EXIST.

TO BE REMOVED
EXIST. DWY.

S
TREET
"E
"
(PVT
.)
STREET "F" (PVT.)
MAP 15341

MISSION GORGE ROAD

PUBLIC STREET
2 6'
13'
12'
36'

1.0%

REMOVED

RAMP TO BE
EXIST. PED.

TO BE REPLACED
EXIST. CURB
PER 6572-WS
EXIST. 8" PVC SEWER

REMOVED
TO BE

POWER POLE
EXIST.
(FF 343.6)
(FF 344.1)
(FF 340.65)
(FF 339.85)
8" ACP WATER
POC TO EXIST.

E
X
IS
T.2
"H
P
GAS
M
AIN
ALLEY "A" (PVT.)

REMOVED
TO BE

POWER POLE
EXIST.

S
E
W
E
R
E
X
IS
T.6
"
VCP
AUB
REY
G
LEN
D
R

3.0 %
2 3
4 5
6 FS 344.5
FS 345.0
FS 343.9
FS 340.3
FS 340.9
FS 340.9
7 11'
11'
9'
1 1
2 5'
2 5'
2 5'
9'
9'
9' 9'
2 5'
2 5'
10'
10'
10'
10'

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.
10'
10'
10'
10'

CURB INLET
EXIST. 21' TYPE-B2
FS 347.85
FS 345.45
FS 341.30

3.5% 2.7% 2.3%

2.5% 4.5%

8.0 %

3.2% 1.6%
18' 18'
2 4'
36'
FS 341.40
FS 341.40
FS 337.39 FS 337.07
FS 338.52
FS 338.30

CURB INLET
EXIST. 21' TYPE-B2

AS SHOWN

RELOCATED
EX. FH TO BE

STRUCTURE

TWO-STORY
EXIST.

STRUCTURE

TWO-STORY
EXIST.

RELOCATED
TO BE
ST. LIGHT,
EXIST.

SIDEWALK TO

5.5'
FS 342.18
BS 337.10
TS 340.98
8-STEPS REQ'D
BS 337.42
TS 340.80
7-STEPS REQ'D
1 5'1
4'1
2'1

14.77' 13.24'

9.65'
PER WS-1537
EXIST. 8" VCP SEWER
BASIN
CATCH
PVT.

14.57'

2.0'

12.5'
B
M
P
-1
BMP-2

39.5°

12.5'

WALL ELEVATION TABLE

TW BW XX
1 2
3 4
5 341.0 337.0
6 7
341.5
341.0
345.1
345.5
348.5
350.5
338.5
339.8
342.0
342.9
344.5
343.5
PAVEMENT NOTE:

STREET CROWN.

NECESSARY FOR TRANSITIONS AND
TO UTILITY INSTALLATION. GRADE AS

BEYOND IF PAVEMENT IS DISTURBED DUE

PAVEMENT TO STREET CENTERLINE, OR

REPAIR OR REPLACE FAILED OR INADEQUATE

AUBREY GLEN DRIVE
8'X
2 0'M
W
S
X
EP
S
X
340
340
X
E
X
X
X
S
X
X
X
C
X
B
C
X
O
BWV
X
GM
E
X
X
345
345
345
X
SEE SHEET 9
GRAPHIC SCALE 1" = 20'
20 10 0 20 40 60
8 SITE PLAN - NORTH
1 2
3 4
5 6
7 8
9 10
11 12 (PUBLIC)

PARKING

OFFSITE

LARK STREET
345
346
345
XX
X
X
X
X
X
X
S
X
348
S
X
X
X
TVP
X
3 50
350
350
350
T
X
X
X
X
X
X
X
X
X
X
X
PB
X
X
X
353
C
X
O
S
X
X
X
X
X
X
X
C
X
O
X
X
X
X
X
X
X
X
U
X
V
355
355
355
355
355
355
X
X
X
X
X
X
X
X
IRR
X
X
IRR
X
X
X
X
X
X
X
X
X
X
X X
S
X
X
XX
X
X
X
X
360
360
360
X
S
X
IRR
IRR
IRR
X
X
X X
X X
X
365
365
365
365
3 65
S
X
X
X
X
X
X
X
BWV
IRR
X
X
PB
X
IRR
X
X
IRR
IRR
3 70
370
370
370 370
X
X X
X
IRR
IRR
IRR
X
375
375 X
X
X X
X
21-MAR-2025 11:37
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Admin\_Submittals\AgencyDocuments\CityofSantee\2025-0321_4th-TM-Sub\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT09_Site_South_Plan.dgn OF
City of Santee, California
c 2024 Rick
Engineering Com
pany
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 MW
3416
I
RP
X
X
X
BWV
MAP 15341

MARX GEORGE
APN:386-300-10

MARX GEORGE
APN:386-300-10
PER
2006-3
46 EXIST.18
"
RCP
SD

SIDEWALK

GUTTER AND
EXIST. CURB
MAP 15341
EXIST. FH
PED. RAMP
EXIST.

RO
S
EM
O
N
D
E
LAN
E
(PVT
.)
BELLAMONT PASS (PVT.)
LOT 5
MAP 688

BE REMOVED

BROW DITCH TO
EXIST.

STREET "A" (PVT.)
S
TREET
"D
"
(PVT
.)
STREET "C" (PVT.)
S
TREET
"B
"
(PVT
.)
2 6'
13'
2 6'
13'
LAUREL

HEIGHTS
DRIVE
(EXIST
.PVT
.RD
.)

1.7%

1.0%
EXIST.6"PVC SEWER
EXIST.6"
VCP
SEWER
(FF 343.6)
ACP
WATER
EXIST.6"
E
X
IS
T.2
"H
P
GAS
M
AIN
AREA
COMMON
AUB
REY
G
LEN
D
R
2 4'
13'
RIM=371.0
PER G-1366
CL TYPE A-4 C.O.

EXIST.

1.8%

2.0 %

2.0 %
6 7
8 9
10 11
13 14
15 16
18 FS 346.8
FS 347.3
FS 349.5 FS 350.3
FS 352.2
FS 351.3
FS 349.3
9'
FS 350.0
1 13'
9' 9'
10'
10'
10'
10'
10' 10'
10'
10'
10'
12 (FL 361.1)
(TW 365.10)
PER G-1366

HEADWALL
EXIST. SD
15'
10'
13'

STRUCTURE
EXIST. TWO-STORY

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

STRUCTURE

ONE-STORY
EXIST.

FS 347.6
2 6'
13' 13'
10'

5.5'
FS 347.85
FS 345.45

2.5% 4.5%

8.0 %

3.2% 1.6%

2.0 %

2.9%

2.6%
36'
11'
26'
13' 13'
26'
13' 13'

2.5% 2.5%
FS 352.25
FS 349.80
FS 349.13
FS 348.55
17 FS 348.03
FS 348.10

4.6%
FS 349.04
FS 349.04
FS 350.55
FS 351.55
FS 350.95
FS 348.55

2.5%

3.6%

REMOVED
TO BE
PER G-1366
RIPRAP
EXIST.

FL 360.8
6" SD
FL 357.5
TG 359.0

2.0%

4.0%
FS 349.2
FS 348.2 FS 347.9

8.0%
FS 345.78
FS 346.45
347.26
PE 344.5 PE 344.5 PE 345.2 PE 345.2
32 PLAN 1
PE 348.5
PLAN 1
PE 348.5
31 30
PLAN 1
PE 349.6
29 PLAN 1
PE 349.6
27 PLAN 2
PE 350.1
1 PLAN 2
PE 347.9
2 PLAN 1
PE 347.6
3 PLAN 2
PE 347.9
4 PLAN 2
PE 347.9
5 PLAN 1
PE 348.8
6 PLAN 1
PE 348.8
9 PLAN 2
PE 347.9
10 PLAN 1
PE 348.9
11 PLAN 1
PE 348.9
12 PLAN 2
PE 349.3
19 PLAN 2
PE 349.7
20 PLAN 1
PE 350.7
21 PLAN 1
PE 350.7
22 PLAN 2
PE 351.1
26 PLAN 2
PE 349.8
25 PLAN 1
PE 350.8
24 PLAN 1
PE 350.8
23 PLAN 2
PE 351.3
8 PLAN 2
PE 349.4
13 PLAN 2
PE 350.2
15 PLAN 1
PE 351.1
16 PLAN 1
PE 351.1
18 PLAN 2
PE 352.0
19'
19'
18' 18'
3 0'
W
A
Y
P
ER
P
W
-
3 8
P
RO
P
O
S
ED
D
R
IV
E
TC 352.13
TC 350.36
TC 346.56
TC 345.26 TC 346.06
FS 345.04
BS 344.87
TS 347.69
6-STEPS REQ'D
9' 9'
TC 350.21
TC 350.21 TC 350.45
BS 348.56
TS 349.56
2-STEPS REQ'D
TC 348.25 TC 348.50

8.0'
10' 10' 10'
10'
10' 10'
10'
10' 10'
14'
5' 12'
FL 349.5
FL 350.8
FL 349.2
FL 348.4
TG 349.0
FL 348.2
TC 348.7
FS 348.7
FL 361.6
TG 364.0
EXIST. C.B.

AT HEADWALL
FL 361.5
PER G-1366
EXIST. 30" HDPE
FL 362.5
TG 364.0
EXIST. C.B.
12"
24"
12"

WALL ELEVATION TABLE

TW BW XX
14 15
16 17
18 361.5
359.5
357.5
350.5
350.0
349.0
349.0
349.0
349.0
349.0
5 6
7 348.5
350.5
344.5
343.5

EASEMENT TABLE
8 9
10 11
12 13
350.5
350.5
355.0
359.0
361.0
346.5
349.5
351.8
352.1
350.3
349.0
361.7
345
345
X
350
350
350
350
350
350
X
X
BWV
X
X
C
X
O
MAP 7646
SEE SHEET 8
9 SITE PLAN - SOUTH
12 13 14 15
GRAPHIC SCALE 1" = 20'
20 10 0 20 40 60
21-MAR-2025 11:37
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Admin\_Submittals\AgencyDocuments\CityofSantee\2025-0321_4th-TM-Sub\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT10_Site_Sections.dgn OF
City of Santee, California
c 2024 Rick
Engineering Com
pany
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 (PUBLIC)

GORGE ROAD

MISSION
(PVT.)
ALLEY "A"

SURFACE

FINISHED

SURFACE

FINISHED

SURFACE

FINISHED
10' 10'
(PVT.)

AUBREY GLEN DR
(PVT.)
ST. "F"
(PVT.)
ST. "A"
WALL

RETAINING

PROPOSED

BOUNDARY

PROJECT

BOUNDARY

PROJECT
32'
BW 349.0
TW 361.0
28'
26'
24'
24'
26'
26'
(PVT.)
ST. "A"
WALL

RETAINING

PROPOSED
WALL

RETAINING

PROPOSED
WALL

RETAINING

PROPOSED

BOUNDARY

PROJECT

BOUNDARY

PROJECT

BOUNDARY

PROJECT BOUNDARY

PROJECT
12 (PVT.)
ST. "E"

CURB & GUTTER
4" ROLLED
0" CURB
0" CURB
0" CURB

CURB & GUTTER
4" ROLLED
26'
26'
TW 362.0
0" CURB
0" CURB
& GUTTER
4" CURB
& GUTTER
4" CURB & GUTTER
4" CURB
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
11'
(PVT.)
ST. "C"
BW 350.3
TW 348.2
BW 343.5
EXIST. GROUND
EXIST. GROUND
10'
36'
& GUTTER
4" CURB 4" CURB
36 PE 347.5
35 PE 347.5
34 PE 347.6
33 PE 347.6
28 PE 350.1 PE 350.1
27 32
PE 348.1
13 PE 350.2
PE 340.7
50 PE 341.1
47 42
PE 345.0
39 PE 345.2
34 PE 347.6
PE 347.9
3 4
PE 347.9
5 PE 348.8
6 PE 348.8
7 PE 349.4
8 PE 349.4
10 SITE SECTIONS
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
MAX
37'
MAX
37'
MAX
37'
MAX
37'
MAX
37'
SECTION 1-1
SCALE: 1"=20'
SECTION 2-2
SCALE: 1"=20'
SECTION 3-3
SCALE: 1"=20'
9 PE 347.9 PE 349.3
14'
10' 10'
20'
10' 10' 10'
PE 348.9
10 11
PE 348.9
29 PE 349.6
30 PE 349.6
31 PE 349.1
32 PE 349.1
21-MAR-2025 11:38
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Admin\_Submittals\AgencyDocuments\CityofSantee\2025-0321_4th-TM-Sub\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT11_Open_Space_Exhibit.dgn OF
City of Santee, California
c 2024 RickEngineering Company
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 1
1 52 51 50 49
45 46 47 48
37 38 39 40
32 31 30 29 27
1 2
6 543
1 9
0 11
12 19
20 21
22 26
25 24
23 8
13 15 16 18
44 43 42 41
36 35
34 33 2
1 8
7 14
7 STARPINE DR

AUBREYGLENDR
ROSEMONDE LANE (PVT.) BELLAMONTPASS(PVT.)
BASSETTLANE(PVT.)
STREET"A"(PVT.)
STREET "D" (PVT.)
STREET"C"(PVT.)
STREET "E" (PVT.)
STREET"F"(PVT.)
STREET "B" (PVT.)

MISSION GORGEROAD

PUBLIC STREET
LERUAL
THGIEH
EVIRDS
TSIXE(
R.TVP.
).

D
ALLEY"A"(PVT.)
AUBREYGLENDR 1
1 340
340
345
345
345
350
350
350
350
350
350
EXIST. LOT LINE
EXIST.LOT LINE
MARX
GEORGE
APN
:
38 6
-300-10
MAP 15341
MAP
6 8
8 LOT
4 MAP 16496 LOT 1
ROS 11331
0 GRAPHIC SCALE 1" = 30'
30 15 30 60 90
LAURELHEIGHTSDRIVE (EXIST.PVT.RD.)

OPEN SPACE EXHIBIT
LEGEND

PRIVATE OPEN SPACE

COMMON OPEN SPACE
11 11,302 SF
5,490 SF
WM
3416
I
RP
X
X
X
BWV
D9-A4
SDD-116~5'B INLET
SDD-116~5'B INLET
D9-A4
SX
X EP
SX
X
E
X
SX
CB
CO
BWV
GM
E
X
X
X
X
BWV
X
X
COX
21-MAR-2025 11:38
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Admin\_Submittals\AgencyDocuments\CityofSantee\2025-0321_4th-TM-Sub\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT12_Fire_Access_Aerial_Ladder_Truck_Exhibit.dgn OF
City of Santee, California
c 2024 RickEngineering Company
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 1
1 3.5% 2.7% 2.3%

2.5% 4.5%

8.0%

3.2% 1.6%

2.6% 2.9% 2.0%

2.5% 2.5%

4.6%

2.5%

3.6%
33 33 33 33

4.0%

8.0%
52 51 50 49
45 46 47 48
37 38 39 40
32 31 30 29 27
1 2
6 543
1 9
0 11
12 19
20 21
22 26
25 24
23 8
13 15 16 18
TC 352.13
TC 350.36
TC 346.56
TC 346.06 TC 345.26
TC 342.65
TC 341.86
TC 350.21
TC 350.21 TC 350.45
TC 348.25 TC 348.50

3.6%
44 43 42 41
36 35
34 33 2
1 8
7 14
7 WM
3421
3421
3421
3421
3421
3421
3421
3416
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3421

STARPINE DR

AUBREYGLENDR
ROSEMONDE LANE (PVT.) BELLAMONTPASS(PVT.)
BASSETTLANE(PVT.)
STREET"A"(PVT.)
STREET "D" (PVT.)
STREET"C"(PVT.)
STREET "E" (PVT.)
STREET"F"(PVT.)
STREET "B" (PVT.)

MISSION GORGEROAD

PUBLIC STREET
LERUAL
THGIEH
EVIRDS
TSIXE(
R.TVP.
).

D
ALLEY"A"(PVT.)
AUBREYGLENDR 1
1 3.5% 2.7% 2.3%

2.5% 4.5%

8.0%

3.2% 1.6%

2.6% 2.9% 2.0%

2.5% 2.5%

4.6%

2.5%

3.6%
33 33 33 33

4.0%

8.0%
TC 352.13
TC 350.36
TC 346.56
TC 346.06 TC 345.26
TC 342.65
TC 341.86
TC 350.21
TC 350.21 TC 350.45
TC 348.25 TC 348.50

3.6%
340
340
345
345
345
350
350
350
350
350
350
EXIST. LOT LINE
EXIST.LOT LINE
THE FIRE CODE OFFICIAL PRIOR TO INSTALLATION.

CURB STENCILING. EXACT PLACEMENT SHALL BE APPROVED BY
(OR OTHER APPROVED SPACING), PLACED IN BETWEEN THE
PAINTING CURBS RED. SIGNS SHALL BE PLACED EVERY 75 FEET

INDICATING THE SAME CAN BE INSTALLED IN-LIEU OF
IN FRONT OF GARAGES ALONG FIRE LANES AS WELL. SIGNS

LETTERS SHALL BE PAINTED ON THE CURB OR ASPHALT
OF THE FIRE LANE. RED STRIPES WITH WHITE STENCILED
PARKING - FIRE LANE" EVERY 30 FEET ALONG PORTIONS
RED WITH WHITE-STENCILED LETTERS INDICATING "NO
1) FIRE LANE(S) SHALL BE IDENTIFIED BY PAINTING CURBS

FIRE LANE NOTE
LEGEND

FIRE ACCESS
MARX
GEORGE
APN
:
38 6
-300-10
MAP 15341
MAP
6 8
8 LOT
4 MAP 16496 LOT 1
ROS 11331
12 0
GRAPHIC SCALE 1" = 30'
30 15 30 60 90
LAURELHEIGHTSDRIVE (EXIST.PVT.RD.) Aerial,HD Ladder 105' Custom (c) 2024 Transoft Solutions,Inc.Allrights reserved.

Aerial,HD
Ladder
105
'
Custom (c)2024TransoftSolutions,Inc.Allrightsreserved.

Aerial,HD Ladder 105'
Custom
(c) 2024 Transoft Solutions,Inc.Allrights reserved.

Aerial,HD Ladder 105' Custom

9.4 FT

19.4 FT

30.2 FT

9.5 FT

30.3 FT 40.2 FT
ACHIEVED STEERING ANGLE:
(69FT LENGTH)
(105' HDL TILLER TRUCK)

PIERCE MANUFACTURING
STEERING LOCK ANGLE=39.9°
30° SWEEP ANGLE: 20.6°
60° SWEEP ANGLE: 30.2°
90° SWEEP ANGLE: 34.9°
120° SWEEP ANGLE: 37.3°
150° SWEEP ANGLE: 38.5°
180° SWEEP ANGLE: 39.2°
180
150
120
90 OUTSIDE SWEPT PATH
INSIDE SWEPT PATH 60
30 9.8 FT

FIRE ACCESS EXHIBIT (TILLER)
WM
3416
I
RP
X
X
X
BWV
D9-A4
SDD-116~5'B INLET
SDD-116~5'B INLET
D9-A4
SX
X EP
SX
X
E
X
SX
CB
CO
BWV
GM
E
X
X
X
X
BWV
X
X
COX
21-MAR-2025 11:38
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Admin\_Submittals\AgencyDocuments\CityofSantee\2025-0321_4th-TM-Sub\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT13_Fire_Access_Fire_Engine_Exhibit.dgn OF
City of Santee, California
c 2024 RickEngineering Company
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 STARPINE DR

AUBREYGLENDR
ROSEMONDE LANE (PVT.) BELLAMONTPASS(PVT.)
BASSETTLANE(PVT.)
STREET"A"(PVT.)
STREET "D" (PVT.)
STREET"C"(PVT.)
STREET "E" (PVT.)
STREET"F"(PVT.)
STREET "B" (PVT.)

MISSION GORGEROAD

PUBLIC STREET
LERUAL
THGIEH
EVIRDS
TSIXE(
R.TVP.
).

D
ALLEY"A"(PVT.)
AUBREYGLENDR 1
1 3.5% 2.7% 2.3%

2.5% 4.5%

8.0%

3.2% 1.6%

2.6% 2.9% 2.0%

2.5% 2.5%

4.6%

2.5%

3.6%
33 33 33 33

4.0%

8.0%
52 51 50 49
45 46 47 48
37 38 39 40
32 31 30 29 27
1 2
6 543
1 9
0 11
12 19
20 21
22 26
25 24
23 8
13 15 16 18

3.6%
44 43 42 41
36 35
34 33 2
1 8
7 14
7 WM
3421
3421
3421
3421
3421
3421
3421
3416
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3421
1 1

3.5% 2.7% 2.3%

2.5% 4.5%

8.0%

3.2% 1.6%

2.6% 2.9% 2.0%

2.5% 2.5%

4.6%

2.5%

3.6%
33 33 33 33

4.0%

8.0%

3.6%
340
340
345
345
345
350
350
350
350
350
350
EXIST. LOT LINE
EXIST.LOT LINE
THE FIRE CODE OFFICIAL PRIOR TO INSTALLATION.

CURB STENCILING. EXACT PLACEMENT SHALL BE APPROVED BY
(OR OTHER APPROVED SPACING), PLACED IN BETWEEN THE
PAINTING CURBS RED. SIGNS SHALL BE PLACED EVERY 75 FEET

INDICATING THE SAME CAN BE INSTALLED IN-LIEU OF
IN FRONT OF GARAGES ALONG FIRE LANES AS WELL. SIGNS

FIRE LANE NOTE
LEGEND

FIRE ACCESS
MARX
GEORGE
APN
:
38 6
-300-10
MAP 15341
MAP
6 8
8 LOT
4 MAP 16496 LOT 1
ROS 11331
0 GRAPHIC SCALE 1" = 30'
30 15 30 60 90
LAURELHEIGHTSDRIVE (EXIST.PVT.RD.)
CitySD Fire Truck
Custom
(c) 2024 Transoft Solutions, Inc. All rights reserved.

CitySD
Fire
Truck
Custom
CitySD
Fire
Truck
(c)
2024
Transoft
Solutions,
Inc.

Allrights
reserved.

CitySD Fire Truck
Custom
(c) 2024 Transoft Solutions,Inc.Allrights reserved.

CitySD Fire Truck
Custom
(c) 2024 Transoft Solutoins,Inc.Allrights reserved.

INSIDE SWEPT PATH
60 30
ACHIEVED STEERING ANGLE:

E-One Cyclone II 95 HP

CITY - FIRE & RESCUE

29.7 ft 39.6 ft

11.2 ft

20.4 ft

13.4 ft

9.5 ft
30° SWEEP ANGLE: 21.1°
90° SWEEP ANGLE: 36.8°
180° SWEEP ANGLE: 42.3°
150° SWEEP ANGLE: 41.4°
120° SWEEP ANGLE: 39.7°
60° SWEEP ANGLE: 31.4°
STEERING LOCK ANGLE = 43.4°

FIRE ACCESS EXHIBIT (ENGINE)
WM
3416
I
RP
X
X
X
BWV
D9-A4
SDD-116~5'B INLET
SDD-116~5'B INLET
S
X
X EP
S
X
X
E
X
X
X
S
X
X
X
CB
X
CO
X
BWV
X GM
E
X
X
X
X
X
BWV
X
X
CO
X
21-MAR-2025 11:38
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Admin\_Submittals\AgencyDocuments\CityofSantee\2025-0321_4th-TM-Sub\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT14_Pvt Util_Plan_Exhibit.dgn OF
City of Santee, California
c 2024 Rick
Engineering Com
pany
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 1
1 5
2 51 5
0 4
9 4
5 4
6 4
7 4
8 3
7 3
8 3
9 4
0 3
2 31 3
0 2
9 2
7 1 2
6 543
1 9
0 11
12 19
2 0
21 2
2 2
6 2
5 2
4 2
3 8
13 15 16 18
44 4
3 4
2 41
3 6
3 5
3 4
3 3
2 1
8 7 14
7 AUBREYGLENDR
S
TREET
"A
"
(PVT
.)
STREET "D" (PVT.)
S
TREET
"C
"
(PVT
.)
STREET "E" (PVT.)
S
TREET
"F
"
(PVT
.)
STREET "B" (PVT.)
M
IS
S
IO
N
G
O
RG
E
RO
AD
PUB
LIC
STREET
LERUAL
THGIEH
EVIRDS
TSIXE(
R.TVP. ).D
ALLEY
"A
"
(PVT
.)

AUBREYGLENDR
WM 1
1 8'X20' MWS
3421
3421
3421
3421
3421
3421
3421
3416
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
3309
D10-B9
3421
EXIST. LOT LINE

MARX GEORGE
APN:386-300-10
MAP 688
LOT 4
MAP 16496
LOT 1
ROS 11331

PRIVATE UTILITY PLAN EXHIBIT

LAURELHEIGHTSDRIVE
(EXIST.PVT.RD.)
GRAPHIC SCALE 1" = 20'
20 10 0 20 40 60
FL 33.35
FL 33.85
IE 34.8
FL (OUT) 32.7
FL (IN) 32.8
RIM 38.0
24" RCP PUBLIC
FL (OUT) 33.0
FL (IN) 33.1
RIM 38.1
IE (OUT) 32.5 (W)
IE (IN) 32.6 (E)
IE (IN) 32.7 (S)
RIM 40.2
24 "
RCP
PUBLIC
24" HDPE (PRIVATE)
24" HDPE (PRIVATE)
IE 34.14
TP 34.65
BP 35.46
FL 35.67
(24")(SD)
(6")(S)
FL (OUT) 34.7
FL (IN) 34.8
RIM 41.0
IE (OUT) 33.86 (N)
IE (IN) 34.06 (E/W)
IE (IN) 33.96 (S)
RIM 436.4
FL (OUT) 39.78
FL (IN) 39.88
RIM 46.7
FL (OUT) 35.83
FL (IN) 35.93
RIM 44.1
IE 34.54
FL (IN) 31.7
RIM 36.0
(FL 31.60) (OUT)
(FL 31.7) (IN) (DWG. 93-131)
IE 33.36
RIM 40.7

CLEANOUT
IE 32.77
TP 33.28
BP 34.28
FL 34.49
(24")(SD)
(6")(S)
BP 34.20
FL 34.40
IE 32.68
TP 33.19 (6")(S)
(24")(SD)
IE (OUT) 35.08
IE (IN) 35.28
RIM 46.8
IE 36.5
RIM 47.3

CLEANOUT
FL (OUT) 36.97
FL (IN) 37.07
RIM 46.8
FL (OUT) 40.37
FL (IN) 40.47
RIM 46.8
IE (OUT) 335.90
IE (IN) 36.0 (E)
IE (IN) 36.1 (S)
RIM 47.4
FL (OUT) 37.90
FL (IN) 38.00
RIM 47.4
IE 39.3
RIM 50.4

CLEANOUT
IE (OUT) 38.13
IE (IN) 38.33
RIM 49.5
IE 35.36
TP 35.87
BP 36.67
FL 36.88 (24")(SD)
(6")(S)
(9.7" CLR)
IE 36.19
TP 36.70
BP 37.51
FL 37.72 (24")(SD)
(6")(S)
(12" CLR)
FL 37.79
TP 40.00
BP 41.00
FL 41.21 (24")(SD)
(24")(SD)
IE 42.1
RIM 51.9

CLEANOUT
IE (OUT) 40.93 (N)
IE (IN) 41.13 (E)
RIM 51.0
IE 39.4
RIM 50.9

CLEANOUT
FL (OUT) 44.47
FL (IN) 44.57
RIM 50.0
FL (OUT) 40.2
FL (IN) 40.3
RIM 49.2
FL (OUT) 40.5
FL (IN) 40.6
TC 49.8
IE (OUT) 37.54
IE (IN) 37.74
RIM 49.0
IE 37.3
TP 38.3
BP 43.47
FL 43.68 (24")(SD)
(6")(S)
IE 38.23
TP 38.74
BP 40.44
FL 40.65 (12")(SD)
(6")(S)
(IE 40.5)
(RIM 48.0)
EXIST. SMH
(IE 44.1)
(RIM 50.8)
EXIST. SMH
(IE 32.3)
(RIM 41.6)
EXIST. SMH
IE 31.5
RIM 41.0
(IE 29.1)
(RIM 39.1)
EXIST. SMH
(E.G. 48.1 = 348.1)

ELEVATIONS PROVIDED
NOTE: ADD 300 ft TO
FL (OUT) 40.82
FL (IN) 40.92
RIM 50.0
14 FL 57.5
TG 59.0
4" PVC
FL 59.5
FL 60.1
SWALE
FL/FG 60.8
FL 45.0
TO 24" DHPE
CONNECT 4" PVC
(IE 27.5)
(RIM 35.8)
EXIST. SMH

3.3' CLR
BP(24") 32.7
TP(24") 35.1
IE(8") 28.7
TP(8") 29.4
FL (OUT) 33.2
FL (IN) 33.3
RIM 40.0
M
IS
S
IO
N
G
O
RG
E
RO
AD
PUB
LIC
STREET
FL (OUT) 37.0 (OVERFLOW)
FL (OUT) 34.1
FL (IN) 34.2
TC 40.0
FL (OUT) 33.7
FL (IN) 33.8
FL (IN) 35.0 (OVERFLOW)
RIM 40.0
21-MAR-2025 11:54
\\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19964_MissionGorge\Civil\PlanSets\TM\19964_TM_SHT15_WQ_Treatment_Details.dgn OF
City of Santee, California
c 2024 RickEngineering Company
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO
DR 2024-0005
TM NO. 2024-0003/

TOWNSEND
15 NOT TO SCALE

TRANSITION
2' CURB
CUT
2' CURB

TRANSITION
2' CURB

FL (TYP)

JOINT FILLER

BITUMINOUS

JOINT FILLER

BITUMINOUS

TYP CURB
END OF

PER PLAN

PAVEMENT SECTION

JOINT FILLER

BITUMINOUS

TYP CURB
END OF
(TYP)
TOP OF 6" CURB

CURB CUT & TRANSITION DETAIL
15 WQ TREATMENT DETAILS
8' X 20' MODULAR WETLAND SYSTEM
8' X 20' MODULAR WETLAND SYSTEM
2'
2'

PREVENTION SIGNAGE

STORM DRAIN POLLUTION
9" ASTM NO. 57 STONE
3" ASTM NO. 33 SAND
18" BIOFILTRATION SOIL MEDIA
3" NON-FLOATING MULCH
NTS
3" ASTM NO. 8 STONE
BMP-2

BIOFILTRATION BASIN CROSS-SECTION
3" DEAD STORAGE
PONDING DEPTH (6")

WATER QUALITY

CURB OPENING DETAILS
NTS

IMPERMEABLE LINER

PER GEOTECHNICAL

RECOMMENDATIONS
6" PERFORATED PVC

UNDERDRAIN PIPE
GREEN STREET ELEMENT SECTION6"
NOTES:
1 (FG 336.45)

BASIN FG ELEV
FG 337.5
NTS

PLAN VIEW
TYPE 1

OPENING
CURB
12"
LINER
30 MIL PLASTIC

SEE BELOW

SPLASH PAD

AGGREGATE
NO. 2 COURSE

NON-COMPACTED
3" MULCH

OR BIOFILTRATION

DISPERSION AREA
LINER

PLASTIC
30 MIL
6" 6"
12"
PER SDG 151

CURB & GUTTER
6" TYPE "G" 2'

THIS SHEET

PER DETAIL,

SPLASH PAD

CURB OPENING WITH RIPRAP

NO SCALE

CATCH BASIN
PVT. 24"
FL 336.5
FL 336.7
TG 340.4

CATCH BASIN
PVT. 24"
8" PVC
SLEEVE
PIPE
& DISPERSION AREAS

BIOFILTRATION BASINS

SPLASH PAD PER
TW 341.0
(6" MIN.)
& FREEBOARD

CONVEYANCE
2 1.5%

STREET FLOW
R/W
SIDEWALK (6' TYP)
4 MAX
1 COMPACTED

SUBGRADE
1 1
1 1

SUBGRADE

UNDISTURBED
6" SCARIFIED SOIL
2:1
MAX
SLOPE
2:1
MAX
SLOPE
TC
8"
4" MAXPLANSPER
5' MIN
LINER
30 MIL PLASTIC
(NOTE 2)

CURB CUT
LINER
30 MIL PLASTIC
3"
6"

PER DESIGN PLANS

MULCH OR ROCK LAYER
3" SHEDDED HARDWOOD

SPECIFICATIONS

PROJECT PLANS AND

COMPACTION PER

MATERIAL AND AMENDED SOIL
1' TYP 3.5' TYP

4.5'

PER PLAN

SECTION

STRUTURAL

ROADWAY
2"
2"

SEE DETAIL, THIS SHEET

2. CURB-CUT

SEE DETAIL, THIS SHEET

1. NON-COMPACTED NO. 2 COURSE AGGREGATE
(SEE DETAIL ABOVE)

SPLASH PAD
12 COBBLE)
(6" LANDSCAPE

RIP-RAP PAD
2'(W) X 3' (L)

PLAN SHEETS

PER LANDSCAPING

BASIN PLANTING
2 1

Santee City CouncilMay 28, 2025

Santee City Council
May 28, 2025