— Santee City Council, July 9, 2025

No. 888.456.5849 | ktgy.com SANTEE - SUMMIT AVE. 20230423 SCHEMATIC DESIGN SANTEE, CA. February 5, 2025 SUMMIT AVE SANTEE, CALIFORNIA DEVELOPER INFORMATION CONSULTANT INFORMATION KTGY ARCHITECTURE & PLANNING 17911 VON KARMAN AVENUE, SUITE 200 IRVINE, CA 92614 CONTACT: ANTHONY CORBIN PHONE: (949) 221-6281 EMAIL: [email protected] ARCHITECTURE: RICK ENGINEERING COMPANY 5620 FRIARS ROAD SAN DIEGO, CA 92110 CONTACT: CARLOS ALANIZ PHONE: (619) 291-0707 EMAIL: [email protected] CIVIL: LANDSCAPE ARCHITECTURE: BMLA 310 NORTH JAY STREET CORONA, CA 92879 CONTACT: JEFF TROJANOWSKI PHONE: (909) 528-3257 EMAIL: [email protected] WARMINGTON RESIDENTIAL - SOUTHERN CALIFORNIA DIVISION 3090 PULLMAN STREET COSTA MESA, CA 92626 CONTACT: MATTHEW ESQUIVEL PHONE: (714) 434 -4416 EMAIL: [email protected] COVER SHEET A0.00 PROJECT SITE No. 888.456.5849 | ktgy.com SANTEE - SUMMIT AVE. 20230423 SCHEMATIC DESIGN SANTEE, CA. March 18, 2025 COMMUNITY CONTEXT (1:200) SHEET INDEX ARCHITECTURE A0.00 - COVER A0.10 - SHEET INDEX + PROJECT SUMMARY A1.00 - SITE PLAN A1.10 - TRASH PLAN A2.00 - B200 - 2-PLEX - PERSPECTIVES A2.10 - B200 - 2-PLEX - ELEVATIONS A2.20 - B200 - 2-PLEX - BUILDING PLANS A2.30 - BUILDING SECTION A3.00 - UNIT PLANS - PLAN 1 A3.10 - UNIT PLANS - PLAN 2 A4.00 - COLOR & MATERIAL BOARD LANDSCAPE LP1 - OVERALL LANDSCAPE PLAN LP2 - ENLARGEMENTS LP3 - ENLARGEMENTS LP4 - WALL & FENCE PLAN LP5 - OPEN SPACE EXHIBITS FUEL TREATMENT EXHIBIT CIVIL TTM 1 - TITLE 2 - KEY MAP, DETAILS 3 - DETAILS & STREET SECTIONS 4 - EXISTING TOPO 5 - BOUNDARY & ENCUMBRANCES 6 - SITE 7 - FIRE ACCESS EXHIBIT 8 - WATER QUALITY DETAILS 9 - WATER QUALITY DETAILS 10 - INTERSECTION IMPROVEMENTS 11 - INTERIM SUMMIT AVENUE IMPROVEMENTS SHEET INDEX A0.10 T R TR T R BLDG 1 B200
SUMMIT AVE MAGNOLIA AVE EXTENSION UNIT 17 SLOPE
5'-0" P HC P 10'-0" REAR SETBACK
30'-0"
DRIVE AISLE 24'-0" DRIVE AISLE 26'-0" DRIVE AISLE
10'-0"
10'-0"
SIDE SETBACK 50'-0" FIRE SETBACK

NEIGHBORHOOD
ENTRY

PROJECT BOUNDARY PROJECT BOUNDARY
PROJECT BOUNDARY PROJECT BOUNDARY 9'-0"
19'-0"
4'-0" APRON 12'-11" 9'-0" TYP.
19'-0"
TYP. 25'-0"
9'-0" 25'-0"
9'-0"
9'-0" 19'-0" 19'-0"
9'-0" 19'-0"
9'-0" 8 7 6 5 4 3 2 1 10 9 14 15 16 21 19 20 UNIT 2 BLDG 2 B200UNIT 3 UNIT 4 UNIT 5 UNIT 6 BLDG 3 B200 UNIT 7 UNIT 8 BLDG 4 B200 BLDG 5 B200UNIT 9 24'-0" DRIVE AISLE UNIT 10 BLDG 6 B200UNIT 11 UNIT 12 UNIT 13 UNIT 14 BLDG 7 B200 UNIT 15 UNIT 16 BLDG 8 B200 UNIT 18 UNIT 19 BLDG 10 B200 BLDG 9 B200 UNIT 21 UNIT 22 BLDG 11 B200 UNIT 23 UNIT 24 UNIT 25 UNIT 26 UNIT 27 UNIT 28 UNIT 29 UNIT 30 UNIT 31 UNIT 32 UNIT 33 UNIT 34 UNIT 35 UNIT 36 UNIT 37 UNIT 38 UNIT 39 UNIT 40 UNIT 41 UNIT 42 BLDG 13 B200 BLDG 14 B200 BLDG 15 B200 BLDG 16 B200 BLDG 17 B200 BLDG 18 B200 BLDG 19 B200 BLDG 20 B200 BLDG 21 B200 BLDG 12 B200 UNIT 1 UNIT 20 18 17 13 12 11 COMMON OPEN SPACE COMMON OPEN SPACE COMMON OPEN SPACE COMMON OPEN SPACE 10'-0" 25'-9" 11'-0"
11'-0"
11'-0"
11'-0"
11'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 5'-0" UNIT ENTRY LEGEND PLAN 1 PLAN 2 3-STORY UNITS No. 888.456.5849 | ktgy.com SANTEE - SUMMIT AVE. 20230423 SCHEMATIC DESIGN SANTEE, CA. February 5, 2025 AC CONDENSERS SITE PLAN A1.00 0 15 30 60 Scale 1" = 30' T R TR T R R T O W/H P2O T R W/H
LOW
CABINETS R T O W/H P2O T R W/H
LOW
CABINETS R T O W/H P2O T R W/H
LOW
CABINETS R T O W/H P2O T R W/H
LOW
CABINETS R T O W/H P2O T R W/H
LOW
CABINETS R T O W/H P2O T R W/H
LOW
CABINETS R T O W/H P2O T R W/H
LOW
CABINETS R T O W/H P2O T R W/H
LOW
CABINETS R T O W/H P2O T R W/H
LOW
CABINETS R T O W/H P2O T R W/H
LOW
CABINETS O T R W/H P2O T R W/H LOW CABINETS O T R W/H P2O T R W/H LOW CABINETS O T R W/H P2O T R W/H LOW CABINETS O T R W/H P2O T R W/H LOW CABINETS O T R W/H P2O T R W/H LOW CABINETS O T R W/H P2O T R W/H LOW CABINETS O T R W/H P2O T R W/H LOW CABINETS O T R W/H P2O T R W/H LOW CABINETS O T R W/H P2O T R W/H LOW CABINETS O T R W/H P2O T R W/H LOW CABINETS O T R W/H P2O T R W/H LOW CABINETS MAGNOLIA AVE EXTENSION PROJECT BOUNDARY 10'-0" REAR SETBACK 18'-7" 18'-7" 18'-7" 26'-0" 14'-0"
18'-6"
10'-0"
SIDE SETBACK 50'-0" FIRE SETBACK UNIT 23 UNIT 24 UNIT 25 UNIT 26 UNIT 27 UNIT 28 UNIT 29 UNIT 30 UNIT 31 UNIT 32 UNIT 33 UNIT 34 UNIT 35 UNIT 36 UNIT 37 UNIT 38 UNIT 39 UNIT 40 UNIT 41 UNIT 42 BLDG 13 B200 BLDG 14 B200 BLDG 15 B200 BLDG 16 B200 BLDG 17 B200 BLDG 18 B200 BLDG 19 B200 BLDG 20 B200 BLDG 21 B200 BLDG 12 B200 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 25'-9" BLDG 1 B200 UNIT 17 5'-0" HC P P 10'-0" REAR SETBACK
PROJECT BOUNDARY 12'-11" 9'-0" TYP.
19'-0"
TYP.
9'-0" 19'-0" 19'-0"
9'-0" 19'-0"
9'-0" 8 7 6 5 4 3 2 1 10 9 15 14 16 21 19 20 UNIT 2 BLDG 2 B200UNIT 3 UNIT 4 UNIT 5 UNIT 6 BLDG 3 B200 UNIT 7 UNIT 8 BLDG 4 B200 BLDG 5 B200UNIT 9 UNIT 10 BLDG 6 B200UNIT 11 UNIT 12 UNIT 13 UNIT 14 BLDG 7 B200 UNIT 15 UNIT 16 BLDG 8 B200 UNIT 18 UNIT 19 BLDG 10 B200 BLDG 9 B200 UNIT 21 UNIT 22 BLDG 11 B200 UNIT 1 UNIT 20 18 17 13 12 11 11'-0"
11'-0"
11'-0"
11'-0"
11'-0"
5'-0" BLDG 1 B200 UNIT 17
5'-0" HC P P 10'-0" REAR SETBACK 24'-0" DRIVE AISLE 26'-0" DRIVE AISLE PROJECT BOUNDARY 12'-11" 9'-0" TYP.
19'-0"
TYP.
9'-0" 19'-0" 19'-0"
9'-0" 19'-0"
9'-0" 8 7 6 5 4 3 2 1 10 9 15 14 16 21 19 20 UNIT 2 BLDG 2 B200UNIT 3 UNIT 4 UNIT 5 UNIT 6 BLDG 3 B200 UNIT 7 UNIT 8 BLDG 4 B200 BLDG 5 B200UNIT 9 24'-0" DRIVE AISLE UNIT 10 BLDG 6 B200UNIT 11 UNIT 12 UNIT 13 UNIT 14 BLDG 7 B200 UNIT 15 UNIT 16 BLDG 8 B200 UNIT 18 UNIT 19 BLDG 10 B200 BLDG 9 B200 UNIT 21 UNIT 22 BLDG 11 B200 UNIT 1 UNIT 20 18 17 13 12 11 11'-0"
11'-0"
11'-0"
11'-0"
11'-0"
5'-0"

SUMMIT AVE

NEIGHBORHOOD
ENTRY
PROJECT BOUNDARY SLOPE PROJECT BOUNDARY 0 15 30 60 A1.10 TRASH PLAN No. 888.456.5849 | ktgy.com SANTEE - SUMMIT AVE. 20230423 SCHEMATIC DESIGN SANTEE, CA. February 5, 2025 UNIT ENTRY LEGEND PLAN 1 PLAN 2 3-STORY UNITSAC CONDENSERS TRASH PICK UP PATH OF TRAVEL TRASH BIN No. 888.456.5849 | ktgy.com SANTEE - SUMMIT AVE. 20230423 SCHEMATIC DESIGN SANTEE, CA. February 5, 2025 PERSPECTIVE 1 PERSPECTIVE 2 B200, 2-PLEX A2.00 NTS PERSPECTIVES

1. STUCCO, LIGHT SAND FINISH 2. CEMENTITIOUS LAP SIDING 3. CONCRETE TILE ROOF 4. EXPOSED TRUSS TAILS (2X6) WITH 2X3 FASCIA BOARD 5. WOOD OUTLOOKER 6. VINYL WINDOWS 7. STUCCO TRIM SURROUND 8. STUCCO O/ FOAM TRIM 9. FIBER CEMENT TRIM (WHERE SIDING OCCURS) 10. WOOD RAILING 11. DECORATIVE SHUTTERS 12. FIBERGLASS ENTRY DOOR 13. METAL SECTIONAL GARAGE DOOR 14. DECORATIVE EXTERIOR LIGHTS & RAISED ADDRESS SIGN 9'-1" T.O. PLATE T.O. PLATE F.F. 541.02 F.F.9'-1" T.O. PLATEF.F. FINISHED GRADE8'-1" 34'-9" (FROM FINISHED GARAGE)
35'-0" MAX HEIGHT (FINISHED GARAGE)
34'-9" (FROM FINISHED GARAGE)
35'-0" MAX HEIGHT (FINISHED GARAGE) R T O W/H P2O T R W/H LOW
CABINETS No. 888.456.5849 | ktgy.com SANTEE - SUMMIT AVE. 20230423 SCHEMATIC DESIGN SANTEE, CA. February 5, 2025 12 7 14 11 4 1 6 8 5 3 10 13 1 - FRONT 2 - RIGHT 3 - REAR 4 - LEFT NOTE: BUILDING 6 DEMONSTRATED IN ELEVATIONS ABOVE 2 9 B200, 2-PLEX A2.10 0 4 8 16 Scale 1" = 8' ELEVATIONS

O T R W/H
LOW

CABINETS
43'-7" 44'-2"
41'-1" 44'-2"
43'-6" 45'-2" PLAN 1 PLAN 2 PLAN 1 PLAN 2 PLAN 1 PLAN 2 REAR YARD SIZE PER SITE PLAN REAR YARD SIZE PER SITE PLAN No. 888.456.5849 | ktgy.com SANTEE - SUMMIT AVE. 20230423 SCHEMATIC DESIGN SANTEE, CA. February 5, 2025 FIRST FLOOR B200 - BUILDING PLANS A2.20 0 4 8 16 Scale 1" = 8' 2-PLEX THIRD FLOOR SECOND FLOOR

KITCHEN/ DINING
8'-1" 9'-1" 9'-1"
34'-9" (FROM FINISHED GARAGE)
35' MAX BUILDING HEIGHT BEDROOM GARAGE BEDROOM T.O. PLATEF.F. T.O. PLATEF.F. FINISHED GRADE DECK LIVING BEDROOM BATH REAR YARD DRIVE AISLE F.F. ENTRY (FINISHED GARAGE) No. 888.456.5849 | ktgy.com SANTEE - SUMMIT AVE. 20230423 SCHEMATIC DESIGN SANTEE, CA. February 5, 2025 TYPICAL BUILDING SECTION B200 - BUILDING SECTION A2.30 0 2 4 8 Scale: 1/4" = 1'-0" 2-PLEX PLAN 1 NET SF 1ST FLOOR 278 SQ. FT. 2ND FLOOR 709 SQ. FT. 3RD FLOOR 751 SQ. FT. TOTAL LIVING 1738 SQ. FT. DECK 79 SQ. FT. PATIO 387-465 SQ. FT. GARAGE 472 SQ. FT. 38'-0" O T R W/H PDR.DINING 7'-1" x 11'-7" KITCHEN 13'-4" x 18'-3" LIVING 17'-2" x 13'-11" PANTRY
DW REF. BEDROOM 2 10'-1" x 10'-9" BEDROOM 3 10'-1" x 10'-9" LAU. BATH 2 P. BATH W.I.C. DEN 14'-6" x 12'-10" GARAGE 20'-5" x 21'-2" 40'-6"
40'-6" PRIMARY BEDROOM 11'-4" x 13'-0" 21'-0" 21'-0" 21'-0" 20'-5" 21'-2" ENTRY DECK
COAT

SINK STOVE REAR YARD AC
LINEN
2'-6" SIZE OF YARD PER SITE PLAN TRASH STORAGE 7'-10" x 3'-1" (24 SF) No. 888.456.5849 | ktgy.com SANTEE - SUMMIT AVE. 20230423 SCHEMATIC DESIGN SANTEE, CA. February 5, 2025 THIRD FLOOR SECOND FLOOR FIRST FLOOR 3 BED + DEN / 2.5 BATH PLAN 1 A3.00 0 2 4 8 Scale 1" = 4' UNIT PLANS PLAN 2 NET SF 1ST FLOOR 371 SQ. FT. 2ND FLOOR 817 SQ. FT. 3RD FLOOR 897 SQ. FT. TOTAL LIVING 2085 SQ. FT. DECK 131 SQ. FT. PATIO 295-374 SQ. FT. GARAGE 530 SQ. FT. 41'-1" O T R W/H
LOW
CABINETS PDR. DINING 16'-7" x 8'-5" KITCHEN 21'-11" x 12'-0" LIVING 17'-5" x 13'-11" PANTRY REF. BEDROOM 2 10'-0" x 11'-0" BATH 2 PRIMARY BATH W.I.C. BEDROOM 4 12'-8" x 10'-3" GARAGE 22'-5" x 23'-0" 43'-7"
43'-7" PRIMARY BEDROOM 12'-6" x 15'-6" 23'-0" 22'-5"
23'-0" 23'-0" 23'-0" BEDROOM 3 12'-0" x 11'-0" BATH 3 ENTRY 2'-6" LINEN COAT REAR YARD DECK AC LINEN
STOVE SINK DW LAUNDRY 5'-10" x 10'-4" SIZE OF YARD PER SITE PLAN TRASH STORAGE 7'-10" x 3'-1" (24 SF) No. 888.456.5849 | ktgy.com SANTEE - SUMMIT AVE. 20230423 SCHEMATIC DESIGN SANTEE, CA. February 5, 2025 THIRD FLOOR SECOND FLOOR FIRST FLOOR 4 BED / 3.5 BATH PLAN 2 A3.10 0 2 4 8 Scale 1" = 4' UNIT PLANS No. 888.456.5849 | ktgy.com SANTEE - SUMMIT AVE. 20230423 SCHEMATIC DESIGN SANTEE, CA. February 5, 2025 COLOR SCHEME STUCCO BODY 1, LIGHT SAND FINISH SW7104 COTTON WHITE A GARAGE DOOR 1 SW7019 GAUNTLET GREY E FB WINDOW FRAME WHITE GC CONCRETE FLAT TILE EAGLE ROOFING, BEL AIR - 8828 BRIDGEPORT BLEND STUCCO BODY 2, LIGHT SAND FINISH SW0002 CHELSEA MAUVE STUCCO BODY 3, LIGHT SAND FINISH SW7041 VAN DYKE BROWN K DECORATIVE SHUTTERS SW9655 MOUNTAIN PASS D OUTLOOKER, TRIM, FASCIA BOARD, BARGE BOARD, WOOD RAILING SW7104 VAN DYKE BROWN ENTRY DOOR 1 SW9655 MOUNTAIN PASS H J FIBER CEMENT HORIZONTAL SIDING JAMES HARDIE, SMOOTH PLANK LAP SIDING SW9655 MOUNTAIN PASS D K J E C B B200 - 2-PLEX A I REAR YARD DOOR, LIGHT SAND FINISH SW7041 VAN DYKE BROWN COLOR & MATERIAL BOARD A4.00 0 4 8 16 Scale: 1/8" = 1'-0"

PLANTING LEGEND

TREES BOTANICAL NAME COMMON NAME SIZE WUCOLS QTY
Tristania conferta Brisbane Box 24" BOX M 2
Acer negundo Box Elder 24" BOX M 6
Cercis occidentalis Western Redbud 24" BOX L 12
Platanus racemosa California Sycamore 36" BOX M 16
Prunus c. 'Krauter Vesuvius' Purple Leaf Plum 36" BOX M 5 Quercus agrifolia Coast Live Oak 36" BOX L 7
Laurus nobilis Bay Laurel 15 GAL L 40

ACCENT SHRUBS BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING Prunus c. 'Bright n Tight' Carolina Cherry Column 15 Gal M 96" O.C.

Pittosporum Tobira Mock Orange 15 Gal M 60" O.C.

SHRUBS BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING
Artemisia 'Powis Castle' Powis Castle Sagebrush 1 Gal M 36" O.C.

Baccharis p. 'Pigeon Pointe' Dwarf Coyote Brush 1 Gal L 60" O.C.

Boutleoua g. 'Blonde Ambition' Blue Gramma Grass 1 Gal L 24" O.C.

Calylophus hartwegii Sundrops 1 Gal L 48" O.C.

Festuca mairei Atlas Fescue 1 Gal L 36" O.C.

Lavatera maritima Bush Mallow 1 Gal L 36" O.C.

Leymus 'Canyon Prince' Wild Rye 1 Gal L 48" O.C.

Salvia Greggii Autumn Sage 1 Gal L 36" O.C.

GROUNDCOVERS BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING Carex tumulicola Berkley Sedge 1 Gal L 48"O.C.

Marathon lle Dwarf Fescue 1 Gal L 48"O.C.

Myoporum p. 'pink' Pink Racer 1 Gal L 48"O.C.

Marathon IIe Dwarf Fescue sod H --
X 537.7
X 564.5
X
565
560
X

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
W
W
W
W
580
540
580
530
560
550
580
540
580
530
560
550
580
540
580
530
560
550
610'R
530
530 535
535
535
535
535
535
535
540
540
540
540
540
545
545
550
550
555
555
560
560
P2 P4 P2 P4
P2 P4 P2 P4
P2 P4
P2 P4 P2 P4
P2 P4
P2 P4 P2 P4
P2 P4
P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 T
R
T
R
T
R

CONCRETE

V-DTICH
R.O.W.

MAGNOLIA AVE

SUMMIT AVE

VICINITY MAP

NOT TO SCALE

SITE MAP

NOT TO SCALE
X 537.7
P3
P5
P2.1
P1.1
P4
P3
P5
P1.1
P2.1
P4
P3
P5
P2.1
P1.1
P4
P3
P5
P1.1
P2.1
P4
P5
P2.1
P1.1
P4
P5
P1.1
P2.1
P3 P3
P4 P4
P5 P5
P3 P3
P4 P4
P5 P5
P3 P3 P4 P4
P5 P5
P3 P5 P4 P4 P5
610'R
570
540
570
550
560
560
550
610'R
570
540
570
550
560
560
550
610'R
570
540
570
550
560
560
550
T R
T
R
T R
540
545 545
550
550
555
560
560
530
535
535
535
540
540
FF 541.77
PE 541.1
FF 541.02
PE 540.3
FF 541.02
PE 540.3
FF 540.61
PE 539.9
FF 540.01
PE 539.3
FF 541.28
PE 540.6
FF 538.97
PE 538.3
FF 538.97
PE 538.3
FF 538.27
PE 537.6 FF 538.97
PE 538.3
FF 538.76
PE 538.1
FF 538.76
PE 538.1
FF 537.76
PE 537.1
FF 537.09
PE 536.4
FF 535.07
PE 534.4
FF 535.07
PE 534.4
FF 534.37
PE 533.7
FF 535.07
PE 534.4
FF 534.97
PE 534.3
FF 534.97
PE 534.3
FF 533.97
PE 533.3
FF 543.28
PE 542.6
FF 542.61
PE 541.9
FF 541.94
PE 541.2
FF 540.37
PE 539.7
FF 539.70
PE 539.0
FF 539.03
PE 538.3
FF 537.47
PE 536.8
FF 536.47
PE 535.8
FF 535.00
PE 534.3
FF 534.33
PE 533.6
FF 533.66
PE 533.0
FF 533.33
PE 532.6
FF 534.30
PE 533.6
177 SF.

T
R
233 SF.
183 SF. 183 SF.
180 SF.
232 SF.
292 SF.
182 SF.
184 SF.
170 SF.
160 SF.
179 SF. 179 SF.
160 SF.
181 SF. 196 SF.
160 SF.
179 SF. 179 SF.
160 SF.
196 SF. 181 SF.
160 SF.
179 SF. 179 SF.
160 SF.
196 SF. 183 SF.
160 SF. 160 SF.
179 SF.
181 SF.
183 SF.
180 SF.
292 SF. 309 SF.
224 SF.
226 SF.
3079 SF.
4340 SF.
529 SF.
2224 SF.
2915 SF.
26815 SF.
11133 SF.

SITE
GENERAL PLANTING AND EROSION NOTES:

WUCOLS ZONE FOR THIS PROJECT IS ZONE 3.

THIS PROJECT IS WITHIN A WILDLAND URBAN INTERFACE (WUI) AREA WITH VERY HIGH FIRE HAZARD SEVERITY ZONES.

FUEL MODIFIED DEFENSIBLE SPACE:

ZONE 1:
(HOA MAINTAINED) - HOMEOWNER LOTS PLANTED WITH FIRE
RESISTANT VEGETATION AND MAINTAINED TO ZONE 1 CRITERIA BY EACH LOT OWNER. PLANTS LISTED IN THE PROHIBITED PLANT LIST

FOUND IN APPENDIX A OF THE FUEL MODIFICATION PLAN SHALL NOT BE PLANTED. MAINTENANCE WILL BE ONGOING THROUGHOUT THE
YEAR AS NEEDED. THE AREA IS PERMANENTLY IRRIGATED. SEE FIRE PROTECTION PLAN FOR DETAILS.

ZONE 2:
(HOA MAINTAINED) - THINNING AREAS LOCATED WITHIN THE COMMON AREA BETWEEN 50 AND 100 FEET FROM EACH STRUCTURE. THESE AREAS MAY

INCLUDE SINGLE OR SMALL CLUSTERS OF TRIMMED, FIRE-RESISTANT NATIVE PLANTS UP TO 18 INCHES IN HEIGHT AND TRIMMED NATIVE TREES LIMBED UP TO 6 FEET FROM THE GROUND WHERE 50% OF THE VEGETATION IS REMOVED. SELECTED NATIVE PLANT CLUSTERS MUST BE SEPARATED BY AT LEAST 1 ½ TIMES THE MATURE HEIGHT OF THE RETAINED PLANTS. THE

GROUND COVER, NATIVE PLANTS AND GRASSES BELOW THE TREE
CANOPIES SHALL BE WEED WHIPPED OR MOWED TO 4” OR LESS IN HEIGHT.

SEE FUEL MODIFICATION PLAN FOR DETAILS.

SHEET INDEX
LP-1 : OVERALL LANDSCAPE PLAN
LP-2 : ENLARGEMENTS
LP-3 : ENLARGEMENTS
LP-4 : WALL AND FENCE PLAN
LP-5 : OPEN SPACE EXHIBIT
SANTEE - SUMMIT AVENUE OVERALL LANDSCAPE PLAN LP-1

CONCEPTUAL LANDSCAPE PLAN
01/27/2025

OWNER/DEVELOPER

PUBLIC UTILITIES/SERVICES

ENGINEER

LANDSCAPE

ASSESSOR'S PARCEL NUMBERS

WARMINGTON RESIDENTIAL
3090 PULLMAN ST
COSTA MESA, CA 92626
CONTACT: MATTHEW ESQUIVEL
EMAIL: [email protected]
SEWER & WATER:

PADRE DAM MUNICIPAL WATER DISTRICT
TELEPHONE:

AT&T WIRELESS
GAS:

SAN DIEGO GAS & ELECTRIC
ELECTRIC:

SAN DIEGO GAS & ELECTRIC
FIRE PROTECTION:

SANTEE FIRE DEPARTMENT
EARTHWORK QUANTITIES :

CUT = XXXX CY
FILL = XXXX CY
IMPORT = XXXX CY

RICK ENGINEERING COMPANY
5620 FRIARS ROAD
SAN DIEGO, CA 92110
P: (619) 291-0707
CONTACT: CARLOS ALANIZ
EMAIL: [email protected]

BMLA, INC

LANDSCAPE ARCHITECTS
310 NORTH JOY STREET
CORONA, CA 92879
P: (951) 737-1124
CONTACT: JEFF TROJANOWSKI
EMAIL: [email protected]
378-190-01-00
NORTH
CA-52
CA-125
SITE
CA-67

E BRADLEY
AVE

MAGNOLIA AVE

MAST BLVD

MISSION GORGE RD

CUYAMACA

BUSINESS
PARK

GILLESPIE
FIELD

VENTURE

BUSINESS PARK

SKY RANCH

EUCALYPTUS
HILLS
0' 30' 60' 90'

PREPARED FOR WARMINGTON RESIDENTIAL SOUTHERN CALIFORNIA DIVISION 3090 PULLMAN ST COSTA MESA, CALIFORNIA 92626 PH: 714-557-5511 IRRIGATION CONCEPT NOTE:

THE IRRIGATION DESIGN WILL INCORPORATE THE LATEST IN SMART IRRIGATION TECHNOLOGIES. ALL

NEW LANDSCAPE AREAS WILL INCLUDE HIGH EFFICIENCY, LOW WATER USE IRRIGATION EQUIPMENT AND METHODS. A SMART IRRIGATION CONTROLLER WITH A RAIN SHUT OFF DEVICE WILL ALSO BE INCORPORATED. BARK MULCH WILL BE USED TO RETAIN MOISTURE AND REDUCE EVAPORATION AND AN IRRIGATION SCHEDULE WILL BE PROVIDED TO PROGRAM THE CONTROLLER. TWO IRRIGATION SCHEDULES SHALL BE PREPARED, ONE FOR PLANT ESTABLISHMENT AND ONE FOR MAINTENANCE.

ALL NEW IRRIGATION SYSTEMS WILL COMPLY WITH ALL CURRENT LANDSCAPE GUIDELINES.

PROJECT DIRECTORY:
3'X3' DIRECTORY BEHIND

PLEXI-GLASS AND STEEL
FRAME. INSET INTO CMU
STRUCTURE. BACKLIT PER FIRE

DEPARTMENT REQUIREMENTS
LANDSCAPE CONCEPT NOTE:

THIS LANDSCAPE WILL CONSIST OF A MIX OF CALIFORNIA-NATIVE AND DROUGHT TOLERANT SHRUBS AND GROUNDCOVER. ALL PLANTS HAVE BEEN CHOSEN FROM THE LOW OR MEDIUM WATER USE CATEGORY ACCORDING TO WUCOLS. PLANTS HAVE BEEN CHOSEN TO CREATE A UNIFORM THEME ACROSS THE SITE CONSISTING OF MEDITERRANEAN AND CALIFORNIA FRIENDLY PLANT MATERIAL.

MAINTENANCE AND LONGEVITY OF PLANT MATERIAL HAS BEEN TAKEN INTO CONSIDERATION. ROOT

PANELS AND BARRIERS WILL BE UTILIZED ON ALL TREES NECESSARY, CONSISTENT WITH ALL STANDARDS AND SPECIFICATIONS. A 3" LAYER OF BARK MULCH WILL BE USED IN ALL LANDSCAPE AREAS. ALL LANDSCAPE AREAS WILL CONFORM TO ALL CURRENT LANDSCAPE GUIDELINES.

NOTE:

A MINIMUM OF 10% OF THE TOTAL OFF-STREET PARKING AREA SHALL BE LANDSCAPED.

TOTAL STALLS: 14
STALLS WITH LANDSCAPING ADJACENT: 4
PERCENTAGE OF LANDSCAPED STALLS: 28%
1 2
2 2
3 4
5 5
5 5
5 4 4
6 7 7

1. BOCCE BALL COURT

2. LAWN AREA WITH 6" WIDE CONCRETE MOWCURB

3. SEATING AREA WITH PATIO CHAIRS

4. SEATING AREA WITH TABLE, CHAIRS AND TRASH CAN

5. CONCRETE PATHWAY

6. PLAYGROUND AREA WITH RUBBER SURFACING AND 12" CONCRETE MOW CURB

7. VISITOR PARKING

8. SEAT WALL

9. TRANSFORMER

10. PET WASTE STATION WITH SIGNAGE (MAINTAINED BY HOA)

11. ILLUMINATED ADDRESS DIRECTORY

12. OVERHEAD SHADE STRUCTURE WITH ALUMINUM LATTICE TOP

13. MAILBOXES WITH PARKING STALL
3 7
7 9 10
10 10
11 10 9
12 11
13 LEGEND
535
535
540
P2 P4 P2
T
P4
R
535
535
P2 P4 P2 P4
T
R
X 537.7
P3
P5
P2.1
P1.1
P4
P3
P5
P1.1
P2.1
P4
P3
P5
P2.1
P1.1
P4
P3
P5
P1.1
P2.1
P4
P5
P2.1
P1.1
P4
P5
P1.1
P2.1
P3 P3
P4 P4
P5 P5
P3 P3
P4 P4
P5 P5
P3 P3 P4 P4
P5 P5
P3 P5 P4 P4 P5
610'R
570
540
570
550
560
560
550
610'R
570
540
570
550
560
560
550
610'R
570
540
570
550
560
560
550
T R
T
R
T R
540
545 545
550
550
555
560
560
530
535
535
535
540
540
FF 541.77
PE 541.1
FF 541.02
PE 540.3
FF 541.02
PE 540.3
FF 540.61
PE 539.9
FF 540.01
PE 539.3
FF 541.28
PE 540.6
FF 538.97
PE 538.3
FF 538.97
PE 538.3
FF 538.27
PE 537.6 FF 538.97
PE 538.3
FF 538.76
PE 538.1
FF 538.76
PE 538.1
FF 537.76
PE 537.1
FF 537.09
PE 536.4
FF 535.07
PE 534.4
FF 535.07
PE 534.4
FF 534.37
PE 533.7
FF 535.07
PE 534.4
FF 534.97
PE 534.3
FF 534.97
PE 534.3
FF 533.97
PE 533.3
FF 543.28
PE 542.6
FF 542.61
PE 541.9
FF 541.94
PE 541.2
FF 540.37
PE 539.7
FF 539.70
PE 539.0
FF 539.03
PE 538.3
FF 537.47
PE 536.8
FF 536.47
PE 535.8
FF 535.00
PE 534.3
FF 534.33
PE 533.6
FF 533.66
PE 533.0
FF 533.33
PE 532.6
FF 534.30
PE 533.6
177 SF.

KEY MAP

NOT TO SCALE
A B

RECREATION AREA ENLARGEMENT - A
SCALE: 1"=10'-0"

OPEN SPACE AREA ENLARGEMENT - B
SCALE: 1"=10'-0"
C
D
LANDSCAPE NOTES:

1. PROVIDE 3" LAYER OF MULCH (MIN.) IN SHRUB BEDS AND
UNPLANTED AREAS; 2" LAYER OF MULCH IN GROUNDCOVER AREAS; 3" LAYER OF SHREDDED, STABILIZING MULCH FOR SLOPES WITHIN THE PROPERTY LIMITS. SLOPES WITHIN THE CONSERVATION

EASEMENT AND TEMPORARY SLOPES ON THE ACCESS ROAD SHALL

RECEIVE A NON-IRRIGATED HYDROSEED MIX WITH A SLOPE
STABILIZATION BINDER.

2. TREES SHALL BE STAKED WITH 2-3 STAKES AND 6 TREE TIES PER COUNTY STANDARD DETAILS. USE TRIPLE STAKING WITH 3"
DIAMETER STAKES IN HIGH WIND AREAS.

3. ROOT BARRIERS SHALL BE INSTALLED FOR TREES WITHIN 6' (MIN.) OF HARDSCAPE PER COUNTY STANDARD DETAILS. ROOT BARRIER

SHALL NOT ENCIRCLE THE TREE ROOT BALL BUT SHALL BE LOCATED

AT EDGE OF HARDSCAPE AND EXTEND BEYOND CENTER OF TREE A MINIMUM OF 5' IN EACH DIRECTION.

IRRIGATION NOTES:

THE FOLLOWING ITEMS WILL BE INCORPORATED INTO THE FINAL IRRIGATION DESIGN PLANS AND SPECIFICATIONS:

1. SMART CONTROLLER WITH AN ET GAGE WITH ACCESS TO REAL-TIME

ET (MINIMUM CONTROLLER RATING SHALL BE LIGHT COMMERCIAL)

2. MASTER VALVE AND FLOW SENSOR

3. RAIN SENSING DEVICE

4. ANTI-DRAIN CHECK VALVES

5. PRESSURE REGULATOR

6. HYDROZONES WILL BE PROPERLY DESIGNATED

7. NO OVERHEAD IRRIGATION WITHIN 24" OF NON-PERMEABLE SURFACES. (NO RESTRICTIONS TO METHOD IF ADJACENT TO PERMEABLE SURFACE

WITH NO RUNOFF/OVERSPRAY)

8. SUBSURFACE OR LOW-VOLUME IRRIGATION WILL BE USED FOR IRREGULARLY SHAPED AREAS, OR AREAS LESS THAN 10 FEET IN WIDTH

PRIOR TO PROJECT CONSTRUCTION, I AGREE TO SUBMIT A COMPLETE

LANDSCAPE CONSTRUCTION DOCUMENT PACKAGE THAT COMPLIES

WITH THE REQUIREMENTS OF APPLICABLE ORDINANCES, INCLUDING BUT NOT NECESSARILY LIMITED TO ORDINANCE NO. 859.3; ORDINANCE 348, ORDINANCE 461; PROJECT CONDITIONS OF APPROVAL; AND IN

SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE
CONCEPT PLAN. SHOULD THE ORDINANCES BE REVISED, THESE
PLANS MAY BE SUBJECT TO CHANGE.

APPLICANT'S SIGNATURE DATE
----
NOTE:

PROPOSED MAINTENANCE ENTITY (OR ENTITIES) FOR ON-SITE AND OFF-SITE (ROW) AREAS INDICATED AND NOTED.

MAGNOLIA EXTENSION
VINYL
FENCE

VINYL FENCE

TUBULAR

STEEL FENCE

IRRIGATION SYSTEM DESIGN STATEMENT

A PERMANENT AUTOMATIC IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED TO IRRIGATE ALL PLANTING AREAS. THE DESIGN OF

THE IRRIGATION SYSTEM SHALL EMPHASIZE WATER CONSERVATION

AND PROVIDE EFFICIENT AND UNIFORM DISTRIBUTION OF IRRIGATION WATER. THE SYSTEM SHALL BE DESIGNED TO UTILIZE RECYCLED

WATER WHEN IT BECOMES AVAILABLE, IN ACCORDANCE WITH STATE OF CALIFORNIA AND LOCAL WATER DISTRICT RULES AND REGULATIONS.

SANTEE - SUMMIT AVENUE ENLARGEMENTS LP-2

CONCEPTUAL LANDSCAPE PLAN
01/27/2025

OWNER/DEVELOPER

ENGINEER

LANDSCAPE

ASSESSOR'S PARCEL NUMBERS

PUBLIC UTILITIES/SERVICES

WARMINGTON RESIDENTIAL
3090 PULLMAN ST
COSTA MESA, CA 92626
CONTACT: MATTHEW ESQUIVEL
EMAIL: [email protected]

RICK ENGINEERING COMPANY
5620 FRIARS ROAD
SAN DIEGO, CA 92110
P: (619) 291-0707
CONTACT: CARLOS ALANIZ
EMAIL: [email protected]

BMLA, INC

LANDSCAPE ARCHITECTS
310 NORTH JOY STREET
CORONA, CA 92879
P: (951) 737-1124
CONTACT: JEFF TROJANOWSKI
EMAIL: [email protected]
378-190-01-00
SEWER & WATER:

PADRE DAM MUNICIPAL WATER DISTRICT
TELEPHONE:

AT&T WIRELESS
GAS:

SAN DIEGO GAS & ELECTRIC
ELECTRIC:

SAN DIEGO GAS & ELECTRIC
FIRE PROTECTION:

SANTEE FIRE DEPARTMENT
EARTHWORK QUANTITIES :

CUT = XXXX CY
FILL = XXXX CY
IMPORT = XXXX CY
NORTH 0' 10' 20' 30'

PREPARED FOR WARMINGTON RESIDENTIAL SOUTHERN CALIFORNIA DIVISION 3090 PULLMAN ST COSTA MESA, CALIFORNIA 92626 PH: 714-557-5511 2 3
4 5
1 2
5 4
7 10
10 1. BOCCE BALL COURT

2. LAWN AREA WITH 6" WIDE CONCRETE MOWCURB

3. SEATING AREA WITH PATIO CHAIRS

4. SEATING AREA WITH TABLE, CHAIRS AND TRASH CAN

5. CONCRETE PATHWAY

6. PLAYGROUND AREA WITH RUBBER SURFACING AND 12" CONCRETE MOW CURB

7. VISITOR PARKING

8. SEAT WALL

9. TRANSFORMER

10. PET WASTE STATION WITH SIGNAGE (MAINTAINED BY HOA)

11. ILLUMINATED ADDRESS DIRECTORY

12. OVERHEAD SHADE STRUCTURE WITH ALUMINUM LATTICE TOP

13. MAILBOXES WITH PARKING STALL
12 LEGEND
530
P4
545
P2 P4
T
R
X 537.7
P3
P5
P2.1
P1.1
P4
P3
P5
P1.1
P2.1
P4
P3
P5
P2.1
P1.1
P4
P3
P5
P1.1
P2.1
P4
P5
P2.1
P1.1
P4
P5
P1.1
P2.1
P3 P3
P4 P4
P5 P5
P3 P3
P4 P4
P5 P5
P3 P3 P4 P4
P5 P5
P3 P5 P4 P4 P5
610'R
570
540
570
550
560
560
550
610'R
570
540
570
550
560
560
550
610'R
570
540
570
550
560
560
550
T R
T
R
T R
540
545 545
550
550
555
560
560
530
535
535
535
540
540
FF 541.77
PE 541.1
FF 541.02
PE 540.3
FF 541.02
PE 540.3
FF 540.61
PE 539.9
FF 540.01
PE 539.3
FF 541.28
PE 540.6
FF 538.97
PE 538.3
FF 538.97
PE 538.3
FF 538.27
PE 537.6 FF 538.97
PE 538.3
FF 538.76
PE 538.1
FF 538.76
PE 538.1
FF 537.76
PE 537.1
FF 537.09
PE 536.4
FF 535.07
PE 534.4
FF 535.07
PE 534.4
FF 534.37
PE 533.7
FF 535.07
PE 534.4
FF 534.97
PE 534.3
FF 534.97
PE 534.3
FF 533.97
PE 533.3
FF 543.28
PE 542.6
FF 542.61
PE 541.9
FF 541.94
PE 541.2
FF 540.37
PE 539.7
FF 539.70
PE 539.0
FF 539.03
PE 538.3
FF 537.47
PE 536.8
FF 536.47
PE 535.8
FF 535.00
PE 534.3
FF 534.33
PE 533.6
FF 533.66
PE 533.0
FF 533.33
PE 532.6
FF 534.30
PE 533.6
177 SF.

KEY MAP

NOT TO SCALE
A B
C
D

PLAYGROUND AREA ENLARGEMENT - D
SCALE: 1"=10'-0"

OPEN SPACE ENLARGEMENT - E
SCALE: 1"=10'-0"

MAGNOLIA EXTENSION

VINYL FENCE

RETAINING
WALL

RETAINING WALL

VINYL FENCE
SANTEE - SUMMIT AVENUE ENLARGEMENTS LP-3

CONCEPTUAL LANDSCAPE PLAN
01/27/2025

OWNER/DEVELOPER

ENGINEER

LANDSCAPE

ASSESSOR'S PARCEL NUMBERS

PUBLIC UTILITIES/SERVICES

WARMINGTON RESIDENTIAL
3090 PULLMAN ST
COSTA MESA, CA 92626
CONTACT: MATTHEW ESQUIVEL
EMAIL: [email protected]

RICK ENGINEERING COMPANY
5620 FRIARS ROAD
SAN DIEGO, CA 92110
P: (619) 291-0707
CONTACT: CARLOS ALANIZ
EMAIL: [email protected]

BMLA, INC

LANDSCAPE ARCHITECTS
310 NORTH JOY STREET
CORONA, CA 92879
P: (951) 737-1124
CONTACT: JEFF TROJANOWSKI
EMAIL: [email protected]
378-190-01-00
SEWER & WATER:

PADRE DAM MUNICIPAL WATER DISTRICT
TELEPHONE:

AT&T WIRELESS
GAS:

SAN DIEGO GAS & ELECTRIC
ELECTRIC:

SAN DIEGO GAS & ELECTRIC
FIRE PROTECTION:

SANTEE FIRE DEPARTMENT
EARTHWORK QUANTITIES :

CUT = XXXX CY
FILL = XXXX CY
IMPORT = XXXX CY
NORTH 0' 10' 20' 30'

PREPARED FOR WARMINGTON RESIDENTIAL SOUTHERN CALIFORNIA DIVISION 3090 PULLMAN ST COSTA MESA, CALIFORNIA 92626 PH: 714-557-5511 2 3
5 5
4 6
7 10
10 1. BOCCE BALL COURT

2. LAWN AREA WITH 6" WIDE CONCRETE MOWCURB

3. SEATING AREA WITH PATIO CHAIRS

4. SEATING AREA WITH TABLE, CHAIRS AND TRASH CAN

5. CONCRETE PATHWAY

6. PLAYGROUND AREA WITH RUBBER SURFACING AND 12"

CONCRETE MOW CURB

7. VISITOR PARKING

8. SEAT WALL

9. TRANSFORMER

10. PET WASTE STATION WITH SIGNAGE (MAINTAINED BY HOA)

11. ILLUMINATED ADDRESS DIRECTORY

12. OVERHEAD SHADE STRUCTURE WITH ALUMINUM LATTICE
TOP

13. MAILBOXES WITH PARKING STALL
11 LEGEND

WALL AND FENCE LEGEND

CODE/SYMBOL DESCRIPTION
W-01 RETAINING WALL PER CIVIL ENGINEER PLANS.

COLOR TO BE TAN
W-02 6'-6" TALL SPLIT-FACE BLOCK PILASTER W/

PRECISION BLOCK CAP
W-03
6'-0" TALL INTERIOR STEEL FENCE, COLOR TAN
W-04
6'-0" TALL TUBULAR STEEL FENCE
W-05
6'-0" HIGH SPLIT-FACE BLOCK WALL
W-06

ILLUMINATED ADDRESS DIRECTORY
W-07

STEEL FENCE ON RETAINING WALL
W-08

CABLE GUARD FENCE ON RETAINING WALL
6'-0" TALL TUBULAR STEEL

VIEW FENCE
6'-0" TALL SPLIT-FACE BLOCK WALL W/ PRECISION

BLOCK CAP
6-0" TALL INTERIOR STEEL FENCE,

ONLY AT COMMON FENCE LINES,

COLOR TAN
FENCE: W-04
WALL: W-05
PILASTER: W-02,

WALL AND FENCE ELEVATIONS
FENCE: W-03
6'-0"
6'-0"
1'-8"
1'-4"
8'-0" O.C. MAX
4"
6"
8'-0" O.C.
7"
6'-
0"
X 527.5 X 527.8
X 537.7
X 564.5
565
560
X

W W W W W
W
W
W
W
W
W

W W W W W
W
W
W
W
W
W
580
540
580
530
560
550
580
540
580
530
560
550
580
540
580
530
560
550
610'R
530
530 535
535
535
535
535
535
535
540
540
540
540
540
545
545
550
550
555
555
560
560
P2 P4 P2 P4
P2 P4 P2 P4
P2 P4
P2 P4 P2 P4
P2 P4
P2 P4 P2 P4
P2 P4
P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 T
R
T
R
T
R

CONCRETE

V-DTICH
R.O.W.

MAGNOLIA AVE

SUMMIT AVE

SITE MAP

MAGNOLIA EXTENSION
SITE
SANTEE - SUMMIT AVENUE WALL AND FENCE PLAN LP-4

CONCEPTUAL LANDSCAPE PLAN
01/27/2025

OWNER/DEVELOPER

ENGINEER

LANDSCAPE

ASSESSOR'S PARCEL NUMBERS

PUBLIC UTILITIES/SERVICES

WARMINGTON RESIDENTIAL
3090 PULLMAN ST
COSTA MESA, CA 92626
CONTACT: MATTHEW ESQUIVEL
EMAIL: [email protected]

RICK ENGINEERING COMPANY
5620 FRIARS ROAD
SAN DIEGO, CA 92110
P: (619) 291-0707
CONTACT: CARLOS ALANIZ
EMAIL: [email protected]

BMLA, INC

LANDSCAPE ARCHITECTS
310 NORTH JOY STREET
CORONA, CA 92879
P: (951) 737-1124
CONTACT: JEFF TROJANOWSKI
EMAIL: [email protected]
378-190-01-00
SEWER & WATER:

PADRE DAM MUNICIPAL WATER DISTRICT
TELEPHONE:

AT&T WIRELESS
GAS:

SAN DIEGO GAS & ELECTRIC
ELECTRIC:

SAN DIEGO GAS & ELECTRIC
FIRE PROTECTION:

SANTEE FIRE DEPARTMENT
EARTHWORK QUANTITIES :

CUT = XXXX CY
FILL = XXXX CY
IMPORT = XXXX CY
NORTH 0' 10' 3 60' 2 90' 3

PREPARED FOR WARMINGTON RESIDENTIAL SOUTHERN CALIFORNIA DIVISION 3090 PULLMAN ST COSTA MESA, CALIFORNIA 92626 PH: 714-557-5511 X 537.7
X 572.4
X
565
560
W
W
W
W
580
540
580
530
560
550
580
540
580
530
560
550
580
540
580
530
560
550
610'R
530
530 535
535
535
535
535
535
535
540
540
540
540
540
545
545
550
550
555
555
560
560
P2 P4 P2 P4
P2 P4 P2 P4
P2 P4
P2 P4 P2 P4
P2 P4
P2 P4 P2 P4
P2 P4
P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 T
R
T
R
T
R

CONCRETE

V-DTICH
R.O.W.

MAGNOLIA AVE

SUMMIT AVE
X 537.7
X 572.4
X
565
560
X

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
W
W
W
W
W
W
580
540
580
570
550
560
530
560
550
580
540
580
570
550
560
530
560
550
580
540
580
570
550
560
530
560
550
610'R
530
530 535
535
535
535
535
535
535
540
540
540
540
540
545
545
550
550
555
555
560
560
P2 P4 P2 P4
P2 P4 P2 P4
P2 P4
P2 P4 P2 P4
P2 P4
P2 P4 P2 P4
P2 P4
P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 T
R
T
R
T
R

CONCRETE

V-DTICH
R.O.W.

MAGNOLIA AVE

SUMMIT AVE

SITE MAP

SITE

MAGNOLIA EXTENSION
SANTEE - SUMMIT AVENUE OPEN SPACE EXHIBITS LP-5

CONCEPTUAL LANDSCAPE PLAN
01/27/2025
NORTH 0' 10' 3 60' 2 90' 3

PREPARED FOR WARMINGTON RESIDENTIAL SOUTHERN CALIFORNIA DIVISION 3090 PULLMAN ST COSTA MESA, CALIFORNIA 92626 PH: 714-557-5511

OPEN SPACE REQUIREMENTS
PRIVATE OPEN SPACE:

REQUIRED: 4,200 SF
100 SF. PER UNIT (42 UNITS)

PROVIDED
GROUND FLOOR: 15,168 SF

PROVIDED
UPPER DECKS: 4,827 SF
TOTAL: 19,995 SF
ACTIVE COMMON OPEN SPACE:

REQUIRED: 6,300 SF
150 SF. PER UNIT (42 UNITS)
PROVIDED: 11,602 SF (PARK: 4,965 SF)
PASSIVE COMMON OPEN SPACE:

PROVIDED: 30,807 SF

PARKING LANDSCAPE REQUIREMENTS
DRIVE AISLE AND PARKING SPACE AREA: 29,311 SF
PARKING LANDSCAPE: 4,305 SF
PERCENTAGE PROVIDED: 15%
PERCENTAGE REQUIRED: 10%
TOTAL SITE LANDSCAPE: 40,801 SF

PARKING LANDSCAPE EXHIBIT
SCALE: 1" = 50'
530
530 535
535
535
535
535
535
535
540
540
540
540
540
545
545
550
550
555
555
560
560
P2 P4 P2 P4
P2 P4 P2 P4
P2 P4
P2 P4 P2 P4
P2 P4
P2 P4 P2 P4
P2 P4
P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 T
R
T
R
T
R
X
X 536.8
X 536.7
X 535.5
X 536.4
X 530.3 X 540.5
X 539.7
X 539.6
X 538.8
X 538.4
X 537.9 X 539.4
X 541.9
X 541.5
X 566.2
X 537.7
X 572.4
X
X 536.4
X 536.8
X 536.7
X 535.5
X 536.4
X 530.3 X 540.5
X 539.7
X 539.6
X 538.8
X 538.4
X 537.9 X 539.4
X 541.9
X 541.5
X 566.2
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

SUMMIT AVE
X
540
545
560
565
560
50'-0"
50'-0"
25'-8"
62'-2"
50'-0"
50'-0"

VICINITY MAP

NOT TO SCALE
SW Wind 40 MPH
Fuel Model gr4
Flame Length 23.7 Feet
NE Wind 65 MPH
Fuel Model SCAL 18
Flame Length 39.9 Feet

FUEL TREATMENT ZONE LEGEND
FUEL TREATMENT ZONE 1 - 0'-50' (HOA MAINTAINED) - Homeowner lots planted with fire resistant vegetation and Maintained to Zone 1 criteria by each lot owner. Plants listed in the Prohibited Plant List found in Appendix A of the Fuel Modification Plan shall not be planted. Maintenance will be ongoing throughout the year as needed. The area is permanently irrigated. See Fire Protection Plan for details.

FUEL TREATMENT ZONE 2 - 50'-100' (HOA MAINTAINED) - Thinning areas located within the common area between 50 and 100 feet from each structure. These areas may include single or small clusters of trimmed, fire-resistant native plants up to 18 inches in height and trimmed native trees limbed up to 6 feet from the ground where 50% of the vegetation is removed. Selected native plant clusters must be separated by at least 1 ½ times the mature height of the retained plants. The ground cover, native plants and grasses below the tree canopies shall be weed whipped or mowed to 4” or less in height. See Fuel Modification Plan for details.

ADDITIONAL CONSTRUCTION FEATURES REQUIRED - Buildings requiring additional building construction features as marked in the Fuel Treatment Map (See Sections 5.1 and 5.2 for Further Information)
NORTH
CA-52
CA-125
SITE
CA-67

E BRADLEY
AVE

MAGNOLIA AVE

MAST BLVD

MISSION GORGE RD

CUYAMACA

BUSINESS
PARK

GILLESPIE
FIELD

VENTURE

BUSINESS PARK

SKY RANCH

EUCALYPTUS
HILLS
SANTEE - SUMMIT AVENUE 0' 30' 60' 90'

FUEL TREATMENT EXHIBIT
12/20/2024

PREPARED FOR WARMINGTON RESIDENTIAL SOUTHERN CALIFORNIA DIVISION 3090 PULLMAN ST COSTA MESA, CALIFORNIA 92626 PH: 714-557-5511 S
UMM
IT
AVE

NOBLE WAY
X
525
X
E
X
X
X
X
X
530
530
X
X

X X X X
X
X
X
X
X
X
M
X
535
535
535
X X
X
X
X
X
540
540
540
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
545
545
545
X
WX
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
550
550
550
X
X
X
X
X
X
X
X
555
555
X
X
560
560
560
X
X
X
X
X
565
565
565
X
570
570
X
575
580
X
585
590
595
600
605
X
610
17-MAR-2025 17:03
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\19877A_SummitAve_TM_SHT01_Title.dgn c 2020
Rick
Engineering Com
pany
City of Santee, California
1 OF
NO. REVISIONS DATE BY
1 REC
2 3
AVENUE
SUMMIT
1ST VTTM SUBMITTAL 11/03/23
2ND VTTM SUBMITTAL REC
TM NO. 2023-0003/DR 2023-0007

SUMMIT AVENUE SITE MULTIFAMILY
TM NO. 2023-0003/DR 2023-0007
3RD VTTM SUBMITTAL REC
02/01/24
04/25/24
4 4TH VTTM SUBMITTAL 12/19/24 REC
11 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
5 5TH VTTM SUBMITTAL 03/17/25 REC
SDD-116~5' B INLET SDD-116~5' B INLET SDD-116~5' B INLET SDD 116~5'B INLET
SDD 116~5'B INLET
MHX
MHX
MH
MH X
X
MHX
MHX
MHX
530
5 53
535
535
535
535
535
540
540
540
540
540
545
545
550
550
555
555
560
560

NO SCALE

VICINITY MAP
LEGEND

PROJECT BOUNDARY

EXIST TOPO CONTOUR

LOT LINE

FIRE HYDRANT
SLOPE (2:1 MAX.)

STREET GRADIENT

STREET ELEVATION

RETAINING WALL

TOP OF WALL ELEVATION

FINISHED SURFACE ELEVATION
D9-A4

SD CLEANOUT

SD INLET
2%
TW
FS

RESIDENTIAL BLDG NUMBER

RESIDENTIAL UNIT NUMBER
5 PVT STORM DRAIN SD
S
W

BROW DITCH

DEVELOPMENT SUMMARY
1 PARKING SPACES 5

EXISTING CONCRETE

EXISTING PAVEMENT

QUANTITIES
W

WATER SERVICE AND METER

SHEET INDEX

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

PUBLIC UTILITIES
SDG&E

COX CABLE

CITY OF SANTEE

GROSSMONT UNION HIGH SCHOOL DISRICT

SANTEE ELEMENTARY SCHOOL DISTRICT

GENERAL NOTES

EARTHWORK/GRADING QUANTITIES

CONDOMINIUM STATEMENT
CIVIL CODE.

SECTION 4125 OF THE STATE OF CALIFORNIA

CONDOMINIUM PROJECT AS DEFINED IN

THIS IS A MAP OF A RESIDENTIAL

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

LEGAL DESCRIPTION
CUYAM
ACA
ST

MASTBLVD
M AGNO
LIAAVE
AVE
SU
M
M
IT
67 AV

WOODSIDE
67 8
12 5
52 52
SANTEE

CITY OF

SAN DIEGO

CITY OF LAKESIDE
SITE

GORGERD

M ISSION

GORGE RD

MISSION

MASTBLVD

WATER MAIN
PVT SEWER MAIN (8")
PVT SEWER MANHOLE 5 EA.
1,000 LF
2 EA.
50 EA.
537.3

7. EXISTING/PROPOSED ZONING: R7 (7-14 DU/AC)

8. PRESENT LAND USE: SINGLE FAMILY DETACHED

9. PROPOSED LAND USE: RESIDENTIAL

10. SETBACKS:

FRONT: 20 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)
GUEST PARKING:

14. LOT COVERAGE
(DEVELOPED LOT)
BUILDING FOOTPRINT:

TOTAL BUILDING FOOTPRINT:

REQUIRED: 100 SF/DU X 42 DU = 4,200 SF
REQUIRED: 150 SF/DU X 42 DU = 6,300 SF
PROVIDED: 21 SPACES
WARMINGTON RESIDENTIAL CALIFORNIA INC.

PROJECT MANAGER

MATTHEW ESQUIVEL DATE
PHONE: (714) 434-4416
COSTA MESA, CALIFORNIA 92626
3090 PULLMAN STREET
WARMINGTON RESIDENTIAL CALIFORNIA INC.

GAS & ELECTRIC
CABLE T.V.

POLICE & FIRE

SCHOOL DISTRICT
LU: SINGLE FAMILY DETACHED
MAP 16410
L
O
T 16
L
O
T 20
CR 26392
BLOCK 17
MAP 767

SITE MAP
100 50 0 100 200 300
GRAPHIC SCALE 1" = 100'
378-190-01-00

ASSESSOR'S PARCEL NUMBER
EXP. 6-30-2025
R.C.E. NO. 56991
KAREN S. VAN ERT DATE
PRINCESS JOANN RD. & KEITH ST. ELEVATION: 505.42 MSLD
MONUMENT STAMPED "RCE 18010" PER MAP 10225 AT THE CENERLINE INTERSECTION OF

THE BASIS OF ELEVATIONS FOR THIS SURVEY IS THE STANDARD STREET SURVEY DATUM:

FLOWN:

TOPO SOURCE:

TOPOGRAPHY
NGVD 29
JULY 24, 2023

TOPO SOURCE RICK ENGINEERING COMPANY
BASIS OF BEARINGS:

I.E. GPS STATION 1017 TO 2022: S 89°37'26" E 1720.69' (GRID) RECORD OF SURVEY 11252.

DETERMINED BY GPS MEASUREMENTS TAKEN ON JULY 13, 2023 PER THE GRID BEARING BETWEEN GPS STATIONS 1017 AND 2122, AND IS CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE 6, BASED UPON

THE BASIS OF BEARINGS AND COORDINATES FOR THIS SURVEY IS THE

BASIS OF ELEVATIONS
SUM
M
TI
AVE
PVT. DRIVEA
PVT. ALLEY
2 PVT. ALLEY1
PVT. ALLEY
3 PAD ELEVATION
FINISH FLOOR ELEVATION FF 538.67
PE 538.0

3. NUMBER OF EXISTING LOTS: 1

WATER (PUBLIC)
SEWER

12. TRASH COLLECTION TO BE CURB SIDE.

INCORPORATED IN THE DESIGN AND IMPLEMENTATION OF THE DEVELOPMENT.

11. TEMPORARY AND PERMANENT STRUCTURAL BEST MANAGEMENT PRACTICES WILL BE WITH FINAL DESIGN.

10. STORM DRAIN AND SEWER SHOWN IS PRELIMINARY AND IS SUBJECT TO MODIFICATION DESIGN SUBJECT TO SUBSTANTIAL CONFORMANCE APPROVAL BY THE CITY OF SANTEE.

9. GRADING SHOWN HEREON IS PRELIMINARY AND SUBJECT TO MODIFICATION IN FINAL

8. GRADING MAY BE BUILT PRIOR TO FINAL MAP RECORDATION.

FIRE DEPARTMENT DESIGN STANDARDS.

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

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

PROPERTY WHERE REQUIRED.

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

4. PRIVATE SEWER MAINS ARE 8" MINIMUM P.V.C. UNLESS OTHERWISE SHOWN.

BY THE CITY ENGINEER.

THE SUBDIVISION MANUAL. DRAINAGE EASEMENTS SHALL BE PROVIDED AS REQUIRED PLANS. DESIGN SHALL BE ACCOMPLISHED ON THE BASIS OF THE REQUIREMENTS OF

BY THE CITY ENGINEER AT THE TIME OF SUBMISSION OF IMPROVEMENT AND GRADING

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

2. PRIVATE WATER SYSTEM TO BE INSTALLED IN ACCORDANCE WITH CALIFORNIA PLUMBING CODE

1. ASSESSORS PARCEL NUMBERS: 378-190-01.

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: 20,300 CY FILL: 3,800 CY EXPORT: 17,500 CY
ASSESSOR'S PARCEL NUMBER: 378-190-01-00
DIEGO COUNTY AND BEING RECORDED IN BOOK 3, PAGE 95 OF SUPERVISOR'S RECORDS.

TO PUBLIC USE ON OCTOBER 3, 1900 BY AN ORDER OF THE BOARD OF SUPERVISORS OF SAID SAN

ALL OF THE FOREGOING PORTIONS OF SAID STREET AND AVENUES HAVING BEEN VACATED AND CLOSED WESTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT 12 IN SAID BLOCK 16.

THE WESTERLY PROLONGATION OF THE NORTHERLY LINE OF LOT 4 IN SAID BLOCK 16 AND THE 767 AND THAT PORTION OF THE EASTERLY 50.00 FEET OF SAID CENTRAL AVENUE LYING BETWEEN NORTHERLY PROLONGATION OF THE CENTER LINE OF CENTRAL AVENUE AS SHOWN ON SAID MAP NO.

PROLONGATION OF THE WESTERLY LINE OF LOT 4 IN BLOCK 16 OF SAID CAJON PARK AND THE BLOCK 17 AND THE SOUTHERLY 40.00 FEET OF SAID SIXTH STREET LYING BETWEEN THE NORTHERLY

50.00 FEET EASTERLY MEASURED AT RIGHT ANGLES FROM THE WESTERLY LINE OF LOT 28 IN SAID

OF SAID SUMMIT AVENUE AND THE SOUTHERLY PROLONGATION OF A LINE DRAWN PARALLEL WITH AND SHOWN ON SAID MAP NO. 767 LYING BETWEEN THE SOUTHERLY PROLONGATION OF THE WESTERLY LINE LINES OF LOTS 19 AND 30 IN SAID BLOCK 17 AND THE NORTHERLY 40.00 FEET OF SIXTH STREET AS SUMMIT AVENUE AS SHOWN ON SAID MAP NO. 767 LYING WESTERLY OF AND ADJOINING THE WESTERLY

AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER, UNDER, UPON AND ACROSS ALL OF PARCEL 2:

LOT 19.

EXPRESSLY EXCEPTING ANY PORTION OF SUMMIT AVENUE LYING WESTERLY OF AND ADJOINING SAID THEREON SOUTH 0°02'26" EAST, 326.74 FEET FROM THE NORTHEAST CORNER OF SAID LOT. 89°55'45" EAST, 658.48 FEET TO A POINT ON THE EAST LINE OF SAID LOT 19 WHICH IS DISTANT 0°02'02" EAST, 326.62 FEET FROM THE NORTHWEST CORNER OF SAID LOT; THENCE SOUTH BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID LOT 19 WHICH IS DISTANT THEREON SOUTH DESCRIBED AS FOLLOWS:

COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 27, 1893, WHICH LIES NORTHERLY OF A LINE DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 767 FILED IN THE OFFICE OF THE THAT PORTION OF LOT 19 IN BLOCK 17 OF CAJON PARK, IN THE CITY OF SANTEE, COUNTY OF SAN PARCEL 1:

AND IS DESCRIBED AS FOLLOWS:

THE LAND REFERRED TO HEREIN IS SITUATED IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,

PADRE DAM MUNICIPAL WATER DISTRICT

PADRE DAM MUNICIPAL WATER DISTRICT
36,666 SF
LOT COVERAGE: (36,666 SF/202,554 SF) = 18% < 55% MAX.

GROSS AREA: 4.65 AC (202,554 SF)
R7: MEDIUM DENSITY RESIDENTIAL (7-14 DU/AC.)

6. EXISTING GENERAL PLAN DESIGNATION: R7 (MEDIUM DENSITY RESIDENTIAL)

K
REN

2. NET PROJECT AREA: 2.89 AC

1. GROSS PROJECT AREA: 4.65 AC
ACTIVE COMMON O.S. PROVIDED: 11,602 SF

JOANNRD

PRINCESS

5. DENSITY = 9 DU/DA (42 DU/4.65 AC)

STORM DRAIN (PRIVATE)

4. NUMBER OF RESIDENTIAL DU'S = 42
PROVIDED: 84 SPACES
REQUIRED: 2 SPACES / DU X 42 DU'S = 84 SPACES
REQUIRED: 1 SPACE / 4 DU'S = 11 SPACES

DUPLEXES
B200 (1,746 SF) X 21: 36,666 SF

OWNER/AUTHORIZED AGENT
10/25/2024
PROVIDED: 19,578 SF
PASSIVE COMMON O.S. PROVIDED: 30,807 SF
TOTAL COMMON O.S. PROVIDED: 42,409 SF
SHEET 11
SHEET 10
SHEET 9
SHEET 8
SHEET 7
SHEET 6
SHEET 5
SHEET 4
SHEET 3
SHEET 2
SHEET 1
INTERIM SUMMIT AVE. IMPROVEMENTS

INTERSECTION IMPROVEMENTS

WATER QUALITY DETAILS

FIRE ACCESS EXHIBIT
SITE

BOUNDARY & ENCUMBRANCES

EXISTING TOPO

DETAILS & STREET SECTIONS

KEY MAP, DETAILS
TITLE
SDD-116~5' B INLET
03/18/2025
X
525
+
525.0
X 8
X 525.7
+
525.74
+
525.89
X 526.5
+
527.06
X 527.5
X
X 527.8
E
X
+
528.95 E
X
X
+
X
529.39
+
529.45
X 529.6
+
529.62
X
530
5 3
0 X
X 530.3
X 530.5
X
X 530.7
+
531.02
X X X
X 531.3
X 531.4
X
X 531.5
X
+
531.70 X
+
531.74
X 532.2
X 532.5
X
X 532.5
X
X
X 533.2
+
+
533.43
533.43
+
5 X 533.5 33.54
X
+
534.19
X
X 534.4
+
534.49
MX
+
534.58
+
X
534.68 X
535
535
535
+
535.38
X
+
535.41
X 535.5
+
535.68
+
535.77
+
535.77 +
535.80
X 535.8
X 535.8
+
536.09
X 536.2
X 536.4 X 536.4
+
536.70
X 536.7
X 536.8
X
X
X 537.5
+
537.60
X 537.7
X 537.9
X 538.4
X 538.8
X 538.9
X
X 539.4
X 539.4
X
X 539.6
X 539.7
+
539.77
X
540
540
540
+
540.21
X
+
540.31
X 540.4
X
X
X 540.5
X
X 540.6
+
540.74
X
+
540.94
+
541.21
+
X
541.26 X
+
541.38
X 541.5
+
541.54
+
541.57
+
541.61
+
541.63
+
541.67
+
541.69
X
+
541.80 X
X 541.9 X
+
541.95
+
542.19
+
542.31 X 542.4
X 542.6
+
542.97
X
X
X
X
X
X
X
X
X
X
545
545
545
X
WX
+
545.65
X
+
545.67
X
+
545.69
X
X
X
+
545.82
+
545.85
+
546.02
+
546.08
X 546.1
X
X
X
+
546.23
X
+
546.28
+
546.76
+
546.94
+
547.12
X
X
X
+
X
547.49 X
X
X
X
X
+
X
548.15 X
+
548.26
X
+
548.32
+
548.46
X
+
548.59
X
X
X
+
548.97
X
X
X
550
550
550
X
X
X 550.4
X
X
X 550.5
X
+
551.01
+
551.46
X 551.5
X 551.5
+
552.24
X
X
X
555
555
X
+
556.05
+
556.48
+
556.54
+
556.63
+
+
557.75
X
560
560
560
X 560.5
X
X 561.3
X 561.7
X
X
X
X
+
563.31
X
+
564.39
X 564.5
565
565
565
X 566.2
X
X 568.1
X 568.9
570
570
X
X 572.4
+
573.59
575
+
576.73
580
585
590
X
595
+
597.21
600
+
600.56
605
X
610
PVT.DRIVEA
PVT.ALLEY
2 PVT.ALLEY 1
PVT.ALLEY
3 S89°37'34" E 618.55'
c 2020 Rick
Engineering Com
pany
17-MAR-2025 16:54
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\19877A_SummitAve_TM_SHT02_KeyMap_Details_St_Sections.dgn OF
City of Santee, California
AVENUE
SUMMIT
TM NO. 2023-0003/DR 2023-0007
11 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
MHX
SUM
M
TI
AVE
APN: 378-190-18 APN: 378-190-19 APN: 378-190-20 APN: 378-190-21 APN: 378-190-22 APN: 378-190-23 & AMY

CHRISTOPHER

ELLISON,
NICOLE

DAVID &

TINGLE,

LOVELLA
MESINA

MICHAEL&
LOUNG

VICTORIA

MIKHAIL &
LIVAK,
MAP 16410
BLOCK 17
MAP 767
CR 14669
LOT 20
APN: 378-190-01
APN: 378-190-04
LOT 19 QUILLIN, GERALD R TR
APN: 378-180-10
CERT OF COMPL. 1994-619209
DEED 2019-0125165
CR 26392
AMMY J

BRIAN &

JORGENSON
COLIN

GOVERNSKI

MEGAN E

AARON M &
SIMS

QUILLIN, HIGGINS, CYNTHIA A
N89°39'30"W 618.06'
N00°07'43"E 326.55'
L
O
T 16
M
A
P
7 6
7 N00°12'53"E 326.20'
MHX
530
535
535
535
535
535
535
540 540
540
540
540
545
545
550
550
555
555
560
560

PRINCESSJOANNROAD

KEY MAP
KEY MAP: SHEET
KEY MAP: SHEET NUMBER

KEY MAP LEGEND
3 2
0 GRAPHIC SCALE 1" = 50'
50 25 50 100 150

KEY MAP/DETAILS/STREET SECTIONS
C
A B
A B
C
SUM
M
TI
AVE
9 SECTION A-A

BOUNDARY

PROJECT
APN: 378-190-18
APN: 378-190-01

NO SCALE
GROUND
EXIST.

EXIST. DITCH
PE 533.3
FF 533.97

RECOMMENDATIONS

PER GEOTECH

WALL SUBDRAIN

WALL (CMU)

RETAINING

PROPOSED
(FG 527.0)

7.33'

NOBLE WAY)
(10206

RESIDENCE
EXIST.

RETAINING WALL

ON TOP OF

STEEL FENCE

SECTION B-B

NO SCALE
APN: 378-190-01
APN: 378-190-23

BOUNDARY

PROJECT
(FG 558.9)
GROUND
EXIST.

EXIST. DITCH

7.33'
PE 543.0
FF 543.67
H=14.1'

10.4'

RECOMMENDATIONS

PER GEOTECH

WALL SUBDRAIN

NOBLE WAY)
(10230

RESIDENCE
EXIST.
2:1
(SOLDIER PILE)

RETAINING WALL

PROPOSED

RETAINING WALL

FENCE OVER

CABLE GUARD

SECTION C-C

NO SCALE

BOUNDARY

PROJECT
APN: 378-190-01
APN: 378-190-04

LINK FENCE
CHAIN
EXIST.

18.2'
FG 557.2
(FG 563.3)

7.6'
H=14.2'
PE 543.0
FF 543.67
GROUND
EXIST.

RECOMMENDATIONS

PER GEOTECH

WALL SUBDRAIN
2:1
(SOLDIER PILE)

RETAINING WALL

PROPOSED

RETAINING WALL

FENCE OVER

CABLE GUARD
16'(+
/
-
)
16'(+
/
-
)

OF INFLUENCE

BUILDING LINE

OF INFLUENCE

BUILDING LINE
30"-36"
30"-36"
(FS 537.2)
(MIN.)
S=1%
12" ACP
EXIST.
80'
40' 40'
SUMMIT AVE.

TW 537.8
FL 530.8
( BP 532.8)

SEPERATION
12" MIN.

FL 527.5
FL 530.8

5.5'
12'
PAD

RIP-RAP
GROUND
EXIST.
3' COVER

BOX CULVERT
3' (H)

SECTION D-D

NO SCALE
c 2020 Rick
Engineering Com
pany
17-MAR-2025 16:54
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\19877A_SummitAve_TM_SHT03_Details_St_Sections.dgn OF
City of Santee, California
AVENUE
SUMMIT
TM NO. 2023-0003/DR 2023-0007
11 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
CL

CURB CURB
MIN.

SEWER

PRIVATE
5'

NOT TO SCALE
12' 12'
9' 10'
WATER

PRIVATE
3'
MIN.

3.5'

KEY MAP/DETAILS/STREET SECTIONS

NOT TO SCALE
(NO PARKING)
80'
PL

ROW ROW
10' 10'
22'
WS-1672

SEWER MAIN PER
EXISTING 10" PVC
WS-1736

WATER MAIN PER
EXISTING 12" ACP
5573-W

WATER MAIN PER
EXISTING 12" PVC

SUMMIT AVENUE

TYPICAL EXISTING STREET SECTION
12' 3' 25' 18'
X
FENCE

CHAINLINK
EXIST.

PAVEMENT
OF EXIST.

EDGE

AC BERM
EXIST.

NOT TO SCALE

CURB CL CURB
MIN.

3.5'
0" CURB

NOT TO SCALE
+
-
+
-
+
-
+
-
+
-
2%

PRIVATE DRIVE A WITH PARKING PRIVATE DRIVE A WITH NO PARKING

SIDEWALK
6" CURB

PARKING
MIN.

3.5'
SEWER

PRIVATE
WATER

PRIVATE

SERVICE
FIRE

PRIVATE

STORM DRAIN

PRIVATE
0" CURB
8' 2' 9'
5'

SIDEWALK
3 0" CURB
GUTTER
CURB &
ROLLED
4"

NOT TO SCALE
1'-6"
3-5/8"

PER PLAN
TC ELEV.

FLOWLINE

PER PLAN
TC ELEV.
5' MIN/10' MAX
TRANSITION:

RADIUS EDGES 1/2"
JOINTS 2" DEEP,

WEAKENED PLAN
RADIUS EDGES 1/2"
JOINTS 2" DEEP,

WEAKENED PLAN
PARALLEL AND CONCENTRIC WITH STREET CENTERLINE.

2. TRANSITIONS SHOULD OCCUR ALONG THE BACK OF CURB, HOLDING EDGE OF PAVEMENT

1. REFER TO RSD G-1 AND G-4A FOR SPECIFIC DIMENSIONS RELATED TO EACH TYPE OF CURB.

NOTES:

NOTED OTHERWISE

PER LAYOUT PLANS, UNLESS

KEY NOTE CALLOUT
6"

THIS SHEET

GUTTER PER DETAIL,
4" ROLLED CURB &
SHEET

DETAIL, THIS
4" CURB PER
PER SDRSD G-04B (MOD.)
4" CURB TO ROLLED CURB TRANSITION
12' 5' 9'
19'
5' 9'
19'
M
IN

5.0'
M
IN

5.0'
VAN

NO SCALE

DISABLED PARKING STALL(S)

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

CONTIGUOUS SIDEWALK
M
IN

5.0'
3'
TYP.

WHEEL STOP
9' MIN. 9' MIN.

NO SCALE

FOR PARK SITE

TYPICAL PARKING STALL
VARIES
19'
GUTTER
3' RIBBON

5.5' 5.5'
15' 15'
SEWER

PRIVATE
WATER

PRIVATE

SERVICE
FIRE

PRIVATE

STORM DRAIN

PRIVATE
8' 2'5.5' 5.5' 9'
CL

CURB CURB
MIN.

SEWER

PRIVATE
10' 5'
WATER

PRIVATE
3'
MIN.

3.5'
2%
0" CURB
GUTTER
CURB &
ROLLED
4"
PRIVATE ALLEYS 1 AND 2
13' 13'
11'
PRIVATE ALLEY 3

NOT TO SCALE
19'
L
IN
E
T
RA
F
F
IC
D
A
S
HED
11'
9' 10' 11'

INDICATED
(WHERE

PARKING

PARALLEL
1 CURB CL CURB
15' 15'

INDICATED
(WHERE

PARKING

PARALLEL
L
IN
E
T
RA
F
F
IC
D
A
S
HED
1 2%

3 1

0.5" R 0.5" R
4"
6"

RECOMMENDATION

ENGINEER'S

GEOTECHNICAL

SEE LANDSCAPE PLANS,

FOR CONCRETE DETAILS

NOT TO SCALE
4" CURB (PVT)
MODIFIED (TYPE G-1 CURB)

FOR FURTHER DETAILS
NOTES: SEE CITY OF SAN DIEGO STANDARD DWG G-1

NOT TO SCALE
8'
2%
15' 5' 20'
80'
PL

CURB CURB

ROW ROW
10' 10'
28'

CURB & GUTTER
PROPOSED 6"

SUMMIT AVENUE

TYPICAL STREET SECTION
WS-1672

SEWER MAIN PER
EXISTING 10" PVC
WS-1736

WATER MAIN PER
EXISTING 12" ACP
5573-W

WATER MAIN PER
EXISTING 12" PVC
2%
SIDEWALK PER RSD G-07

5.5' 6.5'
12'

ENGINEER'S RECOMMENDATION

APPROVED GEOTECHNICAL

IS SUBJECT TO AN

THE EXISTING SECTION

REHABILITATION OF
(WITH PARKING)
(SOUTHERLY 303'TO POINT OFTRANSITION)
6'
2%
9' 10' 11'
19' 11'
GUTTER
6" CURB &

NOT TO SCALE

7.0"

ENGINEER

PER SOILS

SUBGRADE

COMPACTED
PER STANDARD DWG. G-12

AND JOINT SPECIFICATIONS
NOTE: ALL OTHER CONCRETE
3'
(TYPE-1)
3' RIBBON GUTTER (PVT)
VARIES (1% MIN.)
VARIES (1% MIN.)

0.02'

NOT TO SCALE

7.0"

ENGINEER

PER SOILS

SUBGRADE

COMPACTED
PER STANDARD DWG. G-12

AND JOINT SPECIFICATIONS
NOTE: ALL OTHER CONCRETE
3'
(TYPE-2)
3' RIBBON GUTTER (PVT)
VARIES (1% MIN.)
VARIES (1% MIN.)

1.5"
1'
R=1'
4"
2%

1.5'
520-C-2500

CONCRETE

PER PLAN

CURB LINE
P
ER
P
LAN
T
C

ENGINEER

PER SOILS

CLASS II BASE

AC PAVING W/
10"
VARIES
4" ROLLED CURB & GUTTER DETAIL (PVT)

NOT TO SCALE
9"
P
ER
P
LAN
C
U
RB
L
INE
520-C-2500

CONCRETE

ENGINEER

PER SOILS

CLASS II BASE

AC PAVING W/

NOT TO SCALE
0" CURB (PVT)
S
UM
M
IT
AVE
X
525
X
X 525.7 X 526.5
X 527.5 X 527.8
X 529.6
X
530
5 3
0 X
X 530.3
X 530.5
X
X 530.7
X X X
X 531.3
X 531.4
X 531.5
X 532.2
X 532.5
X
X 532.5
X
X
X 533.2
X 533.5
X
X
M X 534.4 X
535
535
535
X
X 535.5
X 535.8
X 536.2 X 535.8
X 536.4 X 536.4X 536.7
X 536.8
X
X
X 537.5
X 537.7
X 537.9
X 538.4
X 538.8
X 538.9
X
X 539.4
X 539.4
X
X 539.6
X 539.7
X
540
540
540
X
X 540.4
X
X
X 540.5
X
X X 540.6
X 541.5
X 541.9 X
X 542.4
X 542.6
X
X
X
X
X
X
X
X
X
X
545
545
545
X
X
X
X 546.1
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
550
550
X
X
X 550.4
X
X
X 550.5
X
X 551.5
X 551.5
X
X
555
X
X
560
560
X 560.5
X
X 561.3
X 561.7
X
X
X
X
X 564.5
565
565
X 566.2
X 568.9
570
570
X
X 572.4
575
580
585
590
X
595
600
S89°37'34"E 618.55'
0 GRAPHIC SCALE 1" = 30'
30 15 30 60 90
c 2020 Rick
Engineering Com
pany
17-MAR-2025 16:54
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\19877A_SummitAve_TM_SHT04_Exist_Topo.dgn OF
City of Santee, California
AVENUE
SUMMIT
TM NO. 2023-0003/DR 2023-0007
11 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
APN: 378-190-18 APN: 378-190-19 APN: 378-190-20 APN: 378-190-21 APN: 378-190-22 APN: 378-190-23 & AMY

CHRISTOPHER

ELLISON,
NICOLE

DAVID &

TINGLE,

LOVELLA
MESINA

MICHAEL&
LOUNG

VICTORIA

MIKHAIL &
LIVAK,
MAP 16410
BLOCK 17
MAP 767
CR 14669
LOT 20
APN: 378-190-01
APN: 378-190-04
LOT 19 QUILLIN, GERALD R TR
APN: 378-180-10
CERT OF COMPL. 1994-619209
DEED 2019-0125165
CR 26392
AMMY J

BRIAN &

JORGENSON
COLIN

GOVERNSKI

MEGAN E

AARON M &
SIMS

QUILLIN, HIGGINS, CYNTHIA A
N89°39'30"W 618.06'
N00
°07'43
"E
3 2

6.5 5'
L
O
T
1 6
M
A
P
7 6
7 N00
°12'5
3 "E
3 2

6.2 0'
X
E
X
X
X
X
X
X
X
X
X
WX
X
X
X
X
X
X
4 EXISTING TOPOGRAPHY
EXIST. FENCE
EXIST. SHED
EXIST. SHED
EXIST. BLDG
EXIST. BLDG
EXIST. BLDG
EXIST. BLDG
EXIST. FENCE
EXIST. POWER POLE
POLE
POWER
EXIST.

POLE
POWER
EXIST.

BOX
MAIL
EXIST.
(TYP.)
TREES
EXIST.

EXIST. DRIVEWAY
EXIST. STRUCTURE
EXIST. POWER POLE
EXIST. FENCE
EXIST. FENCE
EXIST. FENCE
EXIST. FENCE
EXIST. FENCE
(TYP.)
EXIST. TREE LINE
EXIST. FENCE
POLE
POWER
EXIST.

CONSTRUCTION NOTES
POLE
POWER
EXIST.

STATE REGULATIONS

WELL TO BE REMOVED ACCORDING TO LOCAL AND
APPROXIMATE LOCATION OF EXISTING WATER WELL.

TO BE RELOCATED

PROTECT IN PLACE

TO BE REMOVED

AND STATE REGULATIONS

SEPTIC SYSTEM TO BE REMOVED ACCORDING TO LOCAL
APPROXIMATE LOCATION OF EXISTING SEPTIC SYSTEM.

UNDERGROUND PER SEPARATE PERMIT

EXISTING OVERHEAD TO BE REMOVED AND PLACED
1 1
1 1
1 1
1 1
1 1
1 1
1 2
2 2
2 2
2 2
2 2
4 5
3 2
1 4
5 6
6 6

POWER POLE
EXIST. 2
6 6
6 1
6 6
1 S89°37'34"E 618.55'
0 GRAPHIC SCALE 1" = 30'
30 15 30 60 90
c 2020 Rick
Engineering Com
pany
17-MAR-2025 16:54
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\19877A_SummitAve_TM_SHT05_Bndry_Exist_Easements.dgn OF
City of Santee, California
AVENUE
SUMMIT
TM NO. 2023-0003/DR 2023-0007
11 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

LEGAL DESCRIPTION
ASSESSOR'S PARCEL NUMBER: 378-190-01-00
DIEGO COUNTY AND BEING RECORDED IN BOOK 3, PAGE 95 OF SUPERVISOR'S RECORDS.

TO PUBLIC USE ON OCTOBER 3, 1900 BY AN ORDER OF THE BOARD OF SUPERVISORS OF SAID SAN

ALL OF THE FOREGOING PORTIONS OF SAID STREET AND AVENUES HAVING BEEN VACATED AND CLOSED WESTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT 12 IN SAID BLOCK 16.

PROLONGATION OF THE WESTERLY LINE OF LOT 4 IN BLOCK 16 OF SAID CAJON PARK AND THE BLOCK 17 AND THE SOUTHERLY 40.00 FEET OF SAID SIXTH STREET LYING BETWEEN THE NORTHERLY

50.00 FEET EASTERLY MEASURED AT RIGHT ANGLES FROM THE WESTERLY LINE OF LOT 28 IN SAID

AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER, UNDER, UPON AND ACROSS ALL OF PARCEL 2:

LOT 19.

AND IS DESCRIBED AS FOLLOWS:

THE LAND REFERRED TO HEREIN IS SITUATED IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, APN: 378-190-18 APN: 378-190-19 APN: 378-190-20 APN: 378-190-21 APN: 378-190-22 APN: 378-190-23 & AMY

CHRISTOPHER

ELLISON,
NICOLE

DAVID &

TINGLE,

LOVELLA
MESINA

MICHAEL&
LOUNG

VICTORIA

MIKHAIL &
LIVAK,
MAP 16410
BLOCK 17
MAP 767
CR 14669
LOT 20
APN: 378-190-01
APN: 378-190-04
LOT 19 QUILLIN, GERALD R TR
APN: 378-180-10
CERT OF COMPL. 1994-619209
DEED 2019-0125165
CR 26392
AMMY J

BRIAN &

JORGENSON
COLIN

GOVERNSKI

MEGAN E

AARON M &
SIMS

QUILLIN, HIGGINS, CYNTHIA A
N89°39'30"W 618.06'
N00
°07'43
"E
3 2

6.5 5'
L
O
T
1 6
M
A
P
7 6
7 N00
°12'5
3 "E
3 2

6.2 0'
S
UM
M
IT
AVE

NOBLE WAY
5 4' 3
0'

EXISTING EASEMENTS
2 1
3 1
3 EXIST. RIGHT OF WAY
EXIST. LOT LINE
40'
2 BOUNDARY/EXISTING EASEMENTS
BOTH RECORDED APRIL29,1958,O.R.

AND DOC.NO.68492 IN BOOK 7058,PG26;
PER DOC.NO.68100IN BOOK 7058,PG273;

PUBLICUTILITYPURPOSES

INGRESS & EGRESS FOR ROAD &
4 5
6 IN BOOK 7058,PG273
AS DOC.NO.68100
PARCEL1PER DEED RECORDED APRIL29,1258
IN BOOK 7058,PG273
AS DOC.NO.68100
PARCEL2PER DEED RECORDED APRIL29,1258
IN BOOK 7058,PG26
AS DOC.NO.68492
PARCEL1PER DEED RECORDED APRIL29,1258
IN BOOK 7058,PG26
AS DOC.NO.68492
7 PARCEL2PER DEED RECORDED APRIL29,1258
REC.06-19-1968
DOC.NO.102822

CONDUITS WITH THE RIGHT OF INRESS & EGRESS

EASEMENT FOR POLE LINES,UNDERGROUND
REC.4/8/2019
DOC.2019-0125165,O.R.

RESERVED IN DEED TOCYNTHIAANNE HIGGINS

EASEMENT FOR ROAD & PUBLICUTILITIES
4 6
5 8'
7 A
P
N:3
7 8
-
2 3
0 -
1 4
A
P
N:3
7 8
-
2 3
0 -
1 4
A
P
N:3
7 8
-
2 3
0 -
1 4
610'R
590
580
570
540
580
570
550
560
550
590
580
570
580
570
550
560
590
580
570
580
570
550
560
560
X
525
X
X
X
E
X
E
X
X
X
X
X
5 3
0 X X X X
MX
X
535
540
540
X
X
X
X
X
X
X
545
X
X
X
X
X
X
X
X
X
X
X
X
X
560
560
X
565
565
570
570
X

25.2'
24'
12' 12'

22.8'
PVT.DRIVEA
PVT
.

ALLEY
2 PVT
.

ALLEY
1 PVT
.

ALLEY
3 2.0% 2.0%

2.0%

2.0 %

1.0% 2.0% 2.0
%
2 2.0%
.0
%
P
E
5 3

4.5 19'
19'
19'
FF 536.97
PE 536.3
FF 535.87
PE 535.2
FF 534.77
PE 534.1
FF 533.97
PE 533.3
FS 533.24
FS 536.88
FS 539.72
H=13'
H=5'
H=1'
FS 542.87
FS 538.16
40' VC
PI=532.51
10+81.00

1.5 %

1.5 %
1 8
1 1
26'
13' 13'
1 1 1
3 0'
11' 11' 11' 11' 11'
FF 538.07
PE 537.4
FF 539.27
PE 538.6
11'
FF 540.37
PE 539.7
11'
FF 541.47
PE 540.8
11'
FF 542.57
PE 541.9
FF 543.67
PE 543.0
11'
9'
19'
FF 534.27
PE 533.6
FF 534.47
PE 533.8

64.8' FF 537.97
PE 537.3
24'
12' 12'
FF 538.07
PE 537.4
FF 540.77
PE 540.1
1 25' 25'1 25' 25' 25'
11' 19'

16.8'
S89°37'34"E 618.55'
125' 25'
0 GRAPHIC SCALE 1" = 30'
30 15 30 60 90
c 2020 Rick
Engineering Com
pany
18-MAR-2025 11:33
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\19877A_SummitAve_TM_SHT06_Site.dgn OF
City of Santee, California
AVENUE
SUMMIT
TM NO. 2023-0003/DR 2023-0007
11 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

EXISTING EASEMENTS
BOTH RECORDED APRIL29,1958,O.R.

AND DOC.NO.68492 IN BOOK 7058,PG26;
PER DOC.NO.68100IN BOOK 7058,PG273;

PUBLICUTILITYPURPOSES

INGRESS & EGRESS FOR ROAD &
IN BOOK 7058,PG273
AS DOC.NO.68100
PARCEL1PER DEED RECORDED APRIL29,1258
IN BOOK 7058,PG273
AS DOC.NO.68100
PARCEL2PER DEED RECORDED APRIL29,1258
IN BOOK 7058,PG26
AS DOC.NO.68492
PARCEL1PER DEED RECORDED APRIL29,1258
IN BOOK 7058,PG26
AS DOC.NO.68492
PARCEL2PER DEED RECORDED APRIL29,1258
REC.06-19-1968
DOC.NO.102822

CONDUITS WITH THE RIGHT OF INRESS & EGRESS

EASEMENT FOR POLE LINES,UNDERGROUND
REC.4/8/2019
DOC.2019-0125165,O.R.

RESERVED IN DEED TOCYNTHIAANNE HIGGINS

EASEMENT FOR ROAD & PUBLICUTILITIES
D9-A4 D9-A4 D9-A4
SDD-116~5' B INLET
D9-A4
SDD-116~5' B INLET
D9-A4
SDD-116~5' B INLET
D9-A4
D9-A6
MH
X
MH
MH X
X
MHX
SUM
M
TI
AVE
APN: 378-190-18 APN: 378-190-19 APN: 378-190-20 APN: 378-190-21 APN: 378-190-22 APN: 378-190-23 & AMY

CHRISTOPHER

ELLISON,
NICOLE

DAVID &

TINGLE,

LOVELLA
MESINA

MICHAEL&
LOUNG

VICTORIA

MIKHAIL &
LIVAK,
MAP 16410
BLOCK 17
MAP 767
CR 14669
LOT 20
APN: 378-190-01
APN: 378-190-04
LOT 19 QUILLIN, GERALD R TR
APN: 378-180-10
CERT OF COMPL. 1994-619209
DEED 2019-0125165
CR 26392
40'
80'
AMMY J

BRIAN &

JORGENSON
COLIN

GOVERNSKI

MEGAN E

AARON M &
SIMS
12'

5.5'
EXIST.12"ACP
WATER
PER
WS-173
6 EXIST.10"PVC
SEWER
PER
W
S
-1672
50' FIRE BUFFER

QUILLIN, HIGGINS, CYNTHIA A
PER
5 574-W
EXIST.12
"PVC
WATER
N89°39'30"W 618.06'
N00
°07'43
"E
3 2

6.5 5'
H=5' H=4' H=2'
H=5'
FS 540.98
FS 534.80
L
O
T
1 6
M
A
P
7 6
7 3

6.5'
N00
°12'5
3 "E
3 2

6.2 0'
3 0'
19'
11'
FF 535.17
PE 534.5
FF 535.27
PE 534.6
FF 538.77
PE 538.1
FF 538.97
PE 538.3
FF 541.57
PE 540.9
FF 540.97
PE 540.3
1 16.8'

16.8'

16.8'
H=7.1' H=17'
H=0.3'
12' 5'
19'
D9-A4
D9-A6
MH
X
2 1
3 4
5 6
7 11'
11'
11'
11'
11'
530
530
535
535
535
535
535
535
540
540
540
540
540
545
545
550
550
555
555
5 60
560

16.8'
6 SITE
TW BW
531.1 526.5

WALL ELEVATION TABLE
532.9 528.1
535.1 531.4
536.5 535.1
540.0 539.7
549.0 541.9
560.0 543.0
556.3 543.1
548.5 543.2
542.4 542.2
3 4
1 2
3 4
5 6
7 8
9 10

CONSTRUCTION NOTES
PROPOSED 0" CURB (PVT.)
PROPOSED SIDEWALK PER RSD G-07 (PVT.)
PROPOSED 10" FIRE SERVICE W/10" RPDA (PVT.)
PROPOSED 4" DOMESTIC WATER LATERAL (PVT.)
PROPOSED 3" DOMESTIC WATER METER ASSEMBLY
PROPOSED 4" DOMESTIC WATER RP DEVICE (PVT.)
PROPOSED 8" FIRE SERVICE (PVT.)
PROPOSED 4" DOMESTIC WATER (PVT.)
PROPOSED 3" DOMESTIC WATER (PVT.)
PROPOSED 8" SEWER MAIN (PVT.)
PROPOSED 4" SEWER MAIN (PVT.)
PROPOSED CURB OUTLET PER RSD D-25 (PVT.)
PROPOSED FIRE HYDRANT (PVT.)
PROPOSED STREET LIGHT (PVT.)
8"
24"
24"
24"
1 2
3 4
5 6
7 8
9 10
2 1
S
ITE
VIS
IB
ILITY
25 0
FT.

S
ITE
VIS
IB
ILITY
250
FT.

LANE TRANSITION TRAFFIC STRIPING

NON-VEGETATED CHANNEL (HARRIS & ASSOCIATES)

NON-NATIVE WOODLAND (HARRIS & ASSOCIATES)
(HARRIS & ASSOCIATES)

DISTURBED DIEGAN COASTAL SAGE SCRUB

DIEGAN COASTAL SAGE SCRUB (HARRIS & ASSOCIATES)
LIMITS OF PROPOSED AC PAVEMENT (SUMMIT AVE.)
X X
TW BW
PROVIDE BARRICADE PER SDRSD M-9
21 22
23 24
25 26
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20

PROTECT IN PLACE

PROTECT IN PLACE EXISTING FENCE

EXISTING BROW DITCH
20 6
6 21
26 26
15 16
15 21
21 22
13 15
7 8
9 15 18
16 15
13 4
5 16
14 3
10 11
18 16
15 4
12 24
16 16 16
15 15
15 13
4 4 4
3 14
12 4
3 14
12 4
5 11
24 14
18 10
11 5
4'
30'
19 SETBACK
2' GRADING
25 27
27 28
29 30
31 28
30 31
29 29
29 30
28 30
30 32
32 PER STD. DWG. PW-38
PROPOSED 30' DWY.
4 6
7 33
34 35
34 33
(TC 525.21/FL 524.73)

MATCH EXISTING
& SIDEWALK

BEGIN CURB, GUTTER

THISSHEET

SEEDETAIL'A'
24" @ 0.9%

DETAIL'A'

NO SCALE
FL 529.2
FL 529.1
TOP OF WEIR: 431.0
RIM 433.5
C
A B
A
B
C
36 36 GREEN STREET ELEMENT (WQ TREE WELL)
PROPOSED STORM DRAIN CLEAN OUT (PVT.) (RSD D-09)
(MODULAR WETLAND SYSTEM-MWS-L-6-8-7'-5"-V-HC)
PROPOSED S.D. WATER QUALITY TREATMENT DEVICE (PVT.)
PROPOSED S.D. DETENTION VAULT (PVT.)(STORM TRAP OR EQUAL) PROPOSED BROW DITCH TYPE-B (PVT.) (RSD D-75)
11 11
10 10
10 28
35 8"
FL 526.2
8"
FL 526.04
8"
FL 525.54
8"
FL 525.42
24"
FL 526.22
37 PROVIDE TRASH CAPTURE DEVICE
37 38 STRIPED CENTERLINE
38 38
38 1
1 13
1 23
7' CURB OPNING
FS 529.0
FL 525.00
TC 525.50
RSD D-25 TYPE-B

CURB OUTLET PER
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
1 23
1 PROPOSED 6" CURB AND GUTTER PER RSD G-02
PROPOSED 5' SIDEWALK PER RSD G-07
1 2
1 2

PARKING NOTE

INDICATES PARKING COUNT
#
15 8"
(PROVIDE "NO DUMPING" STENCILING, SEE DETAIL, SHT. 8)
PROPOSED STORM DRAIN INLET (PVT.)
(PROVIDE "NO DUMPING" STENCILING, SEE DETAIL, SHT. 8)
PROPOSED STORM DRAIN TYPE-B CURB INLET (PVT.) (RSD D-09) WQ TREATMENT BASIN (SEE DETAIL 'B', SHT 8)
SHEET8

SEEDETAIL'B'
26 26
PROP. 4" ROLLED CURB AND GUTTER. SEE DET., SHT. 3 (PVT.) PROP. STORM DRAIN (PVT.) (18" HDPE UNLESS NOTED OTHERWISE) PROPOSED REVERSE CURB OUTLET PER MOD. RSD D-25 (PVT.)
PROP. STREET LIGHTING STANDARD PER DWG. PW-20 (PUBLIC)
PROVIDE REFLECTIVE MARKERS OVER TOP OF PROP. AC BERM
39 40 3' RIBBON GUTTER (TYPE-2), SEE DETAIL, SHT. 3
3' RIBBON GUTTER (TYPE-1), SEE DETAIL, SHT. 3
39 40
41 10'(W)X3'(H) BOX CULVERT PER RSD D-76 (SEE DETAILS SHT. 9) D
D
41 BW 535.8
TW 538.5
BW 535.0
TW 537.5
2-TON ROCK
28"/(W) X 24'(L) X 5.4' (T)
PER RSD D-40

RIP-RAP PAD
1\2-TON ROCK
20"/(W) X 5'(L) X 3.5' (T)
PER RSD D-40

RIP-RAP PAD
TB 540.17
MATCH EXIST.

END TEMP 6" AC BERM
(FS 539.67)
FL 534.63
TC 535.13
& SIDEWALK

END CURB, GUTTER
36 FS 532.90
TB 539.40
END TEMP 6" AC BERM

FOR SECTION D-D
SEE SHEET 2
FOR REF. ONLY
EXTENSION. SHOWN

MAGNOLIA AVENUE

LIMITS OF FUTURE
24'
12' 12'
PVT.DRIVEA
PVT
.

ALLEY
2 PVT
.

ALLEY
1 PVT
.

ALLEY
3 13'
3 0'
24'
12' 12'
11' 19'
S89°37'34"E 618.55'
0 GRAPHIC SCALE 1" = 30'
30 15 30 60 90
c 2020 Rick
Engineering Com
pany
17-MAR-2025 16:54
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\19877A_SummitAve_TM_SHT07_Fire_Access_Exhibit.dgn OF
City of Santee, California
AVENUE
SUMMIT
TM NO. 2023-0003/DR 2023-0007
11 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
MH
X
MH
MH X
X
MHX
P
AASHTO 2018 (US)
(c) 2024 Transoft Solutions, Inc. All rights reserved.

P
AASHTO 2018 (US)
P
AASHTO 2018 (US)
(c) 2024 Transoft Solutions,Inc.Allrights reserved.

A
erial,H
D
Ladder 105'
Custom
(c) 2024 Transoft Solutions,Inc.Allrights reserved.

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

SUM
M
TI
AVE
APN: 378-190-18 APN: 378-190-19 APN: 378-190-20 APN: 378-190-21 APN: 378-190-22 APN: 378-190-23 & AMY

CHRISTOPHER

ELLISON,
NICOLE

DAVID &

TINGLE,

LOVELLA
MESINA

MICHAEL&
LOUNG

VICTORIA

MIKHAIL &
LIVAK,
MAP 16410
BLOCK 17
MAP 767
CR 14669
LOT 20
APN: 378-190-01
APN: 378-190-04
LOT 19 QUILLIN, GERALD R TR
APN: 378-180-10
CERT OF COMPL. 1994-619209
DEED 2019-0125165
CR 26392
AMMY J

BRIAN &

JORGENSON
COLIN

GOVERNSKI

MEGAN E

AARON M &
SIMS

QUILLIN, HIGGINS, CYNTHIA A
N89°39'30"W 618.06'
N00
°07'43
"E
3 2

6.5 5'
L
O
T
1 6
M
A
P
7 6
7 N00
°12'5
3 "E
3 2

6.2 0'
3 0'
19'
11'
530
535
535
535
535
535
535
540
540
540
540
540
545
545
550
550
555
555
5 60
560
7 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

FIRE ACCESS EXHIBIT
LEGEND:

RADIUS = 150'
FIRE HOSE PULL (L=150')

FIRE TRUCK TURNING (HOOK & LADDER)
150'
150' 150' 150' 150'
150' 150' 150' 150' 150'
PVT
.

ALLEY
3 14

5.6'
12 6.9'

FIRE ACCESS
FIRE HYDRANT (PVT) PER WAS WF-01
12 7.0'

9.4 FT

19.4 FT

30.2 FT

9.5 FT

30.3 FT

40.2 FT
ACHIEVED STEERING ANGLE:
(69FT LENGTH)
(100' 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°
1 8
0 150
120
90 OUTSIDE SWEPT PATH

INSIDE SWEPT PATH
60 30

9.8 FT
c 2020 Rick
Engineering Com
pany
17-MAR-2025 16:54
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\19877A_SummitAve_TM_SHT08_WQ_Details.dgn OF
City of Santee, California
AVENUE
SUMMIT
TM NO. 2023-0003/DR 2023-0007
11 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
SDD-116~5' B INLET
D9-A4
9" ASTM NO. 57 STONE
3" ASTM NO. 33 SAND
18" BIOFILTRATION SOIL MEDIA
3" NON-FLOATING MULCH
NTS
3" ASTM NO. 8 STONE
24" X 24" BROOKS BOX

OR EQUIVALENT
BMP-2

BIOFILTRATION BASIN CROSS-SECTION
3" DEAD STORAGE
6" PERFORATED PVC

UNDERDRAIN PIPE

IMPERMEABLE LINER

PER GEOTECHNICAL

RECOMMENDATIONS
(6")
& FREEBOARD

CONVEYANCE
PONDING DEPTH (6")

WATER QUALITY
(FG 530.05)

BASIN FG ELEV

NOT TO SCALE

CURB CUT & TRANSITION DETAIL

TRANSITION
2' CURB
CUT
2' CURB

TRANSITION
2' CURB

JOINT FILLER

BITUMINOUS

JOINT FILLER

BITUMINOUS

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

FL (TYP)

JOINT FILLER

BITUMINOUS

TYP CURB
END OF

PER PLAN

PAVEMENT SECTION
PVT.DRIVEA

PREVENTION SIGNAGE

STORM DRAIN POLLUTION

WQ TREATMENT DETAILS
8 SUM
M
TI
AVE
FL 527.34
24"RCP

ROOF DRAINAGE

FOR FUTURE

CONNECTION

POINT OF
FL 530.45
RIM 532.7
FL 530.30
(IN)
FL 527.25
(OUT)
FL 526.75
(IN)
FL 527.25
BW 530.05
TW 534.5
BW 530.05
TW 534.5
BW 530.05
TW 531.1
FL 527.3
TG 530.55
BW 530.05
TW 531.5
FG 530.05

DETAIL 'B'
SCALE: 1'=5'

NO SCALE
2'
PER SDG 151

CURB & GUTTER
6" TYPE "G"

CURB OPENING WITH RIPRAP
2'
2'

SIZE PER PLAN

WHERE SHOWN ON PLAN
3'x2' RIP RAP APRON

CURB OPENING DETAILS
6" PVC
6" PVC
BMP-2
(SEE DET.THIS SHT.)
c 2020 RickEngineering Company
17-MAR-2025 16:54
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\19877A_SummitAve_TM_SHT09_WQ_Details.dgn OF
City of Santee, California
AVENUE
SUMMIT
TM NO. 2023-0003/DR 2023-0007
11 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

WQ TREATMENT DETAILS
9 NTS

GREEN STREET ELEMENT SECTION

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"
NTS
& DISPERSION AREAS

BIOFILTRATION BASINS

2. CURB-CUT

SEE DETAIL, THIS SHEET

1. NON-COMPACTED NO. 2 COURSE AGGREGATE

SEE DETAIL, THIS SHEET
NOTES:

SUBGRADE
UNDISTURBED 8" 3"

STREET FLOW
4 MAX
1 1
1 1
1 6" SCARIFIED SOIL
TC
4" MAXPLANSPER
(NOTE 1)

SPLASH PAD
LINER
30 MIL PLASTIC
(NOTE 2)

CURB CUT
LINER
30 MIL PLASTIC
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"
EXIST.

GROUND
2020
Rick
Engineering
Com
pany c
17-MAR-2025 16:55
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\19877A_SummitAve_TM_SHT10_Summit_Int_Imps.dgn AVENUE
SUMMIT
TM NO. 2023-0003/DR 2023-0007
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
SDD-116~5' B INLET
D9-A4
SDD-116~5' B INLET
M
H
X
X
X
X
X
EP
X
EP
10 OF
INTERSECTION IMPROVEMENTS 10

CONSTRUCTION NOTES
1 2
3 4
5 6
7 8
9 8
0'
WIDTH
PAVED
EXIST.

WATER (5573-W)
EXIST. 12" PVC
WATER (1673)
EXIST. 12" PVC
5 5
DITCH
BROW
EXIST.

PER TM 3915-1
EXIST. 83"X57" CMPA

BE RELOCATED

PEDESTAL TO
EXIST. ELEC.

DRAIN

CIPP STORM
EXIST. 54"
7 6
2 3
4 10
7 6
8 9
DRAIN

CMPA STORM
EXIST. 83"X57"
PROPOSED TEMPORARY 6" AC BERM
PROPOSED 6" CURB AND GUTTER PER RSD G-02
PROPOSED TYPE-A CURB RAMP PER RSD G-27A
PORTION OF EXIST. BROW DITCH TO BE REMOVED
PROPOSED TYPE-F CATCH BASIN PER RSD D-07
10 EXIST. 9' TYPE-B INLET TO REMAIN
EXIST. STREET SIGN TO BE RELOCATED
PROPOSED CROSS-GUTTER PER RSD G-12
PROPOSED TYPE-B INLET PER RSD D-02
REPLACE WITH TYPE-A4 C.O. PER RSD D-09
EXIST. TYPE-F CATCH BASIN TO BE REMOVED,
R.O.W.

EXIST.

R.O.W.

EXIST.
4" B.O.

EXIST.

TO BE REMOVED
EXIST. CROSS GUTTER
7 1
PROPOSED 18" RCP SD
18" RCP SD

PROPOSED
R.O.W.

EXIST.

GRAPHIC SCALE 1" = 10'
10 5 0 10 20 30
MATCH EXIST.

END IMPROVEMENTS
MATCH EXIST.

END IMPROVEMENTS

IMPROVEMENTS
TO MATCH EXIST.
5' TRANSITION

IMPROVEMENTS
TO MATCH EXIST.
5' TRANSITION
BEGIN 6" AC BERM
END 6" CURB AND GUTTER

TO GRADE

ADJUST MH

TO REMAIN

TYPE-A CLEAN-OUT
EXIST. 8'X8'
BEGIN 6" AC BERM
END 6" CURB AND GUTTER
40' 40'
40'
2 0'
1 7
18" RCP SD

PROPOSED
R.O.W.

EXIST.
2 4'

AC PAVEMENT

PROPOSED
SUMMITAVE.

PR
NI
C
ES
S
JO
ANN
RD
.
3'

AS SHOWN

WATER MAIN
ADJUST 12" PVC
11 11
SEE DETAILS, SHEET 15
PROPOSED "GREEN STREET ELEMENT"
11 11 11
X
525
X
X
X
E
X
E
X
X
X
X
X
5 3
0 X X X X
MX
X
535
540
540
X
X
X
X
X
X
X
545
X
X
X
X
X
X
X
X
X
X
X
X
X
560
560
X
565
565
570
570
X

25.2'
24'
12' 12'

22.8'
PVT.DRIVEA
PVT
.

ALLEY
2 PVT
.

ALLEY
1 PVT
.

ALLEY
3 2.0% 2.0%

2.0%

2.0 %

1.0% 2.0% 2.0
%
2 2.0%
.0
%
P
E
5 3

4.5 19'
19'
19'
FF 536.97
PE 536.3
FF 535.87
PE 535.2
FF 534.77
PE 534.1
FF 533.97
PE 533.3
FS 533.24
FS 536.88
FS 539.72
H=13'
H=5'
H=1'
FS 542.87
FS 538.16
40' VC
PI=532.51
10+81.00

1.5 %

1.5 %
1 8
1 1
26'
13' 13'
12' 5'
19'
1 1 1
3 0'
11' 11' 11' 11' 11'
FF 538.07
PE 537.4
FF 539.27
PE 538.6
11'
FF 540.37
PE 539.7
11'
FF 541.47
PE 540.8
11'
FF 542.57
PE 541.9
FF 543.67
PE 543.0
11'
9'
19'
FF 534.27
PE 533.6
FF 534.47
PE 533.8

64.8' FF 537.97
PE 537.3
24'
12' 12'
FF 538.07
PE 537.4
FF 540.77
PE 540.1
1 25' 25'1 25' 25' 25'
11' 19'

16.8'
S89°37'34"E 618.55'
125' 25'
0 GRAPHIC SCALE 1" = 30'
30 15 30 60 90
c 2020 Rick
Engineering Com
pany
17-MAR-2025 16:55
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\TM\19877A_SummitAve_TM_SHT11_Interim_Street_Imp.dgn OF
City of Santee, California
AVENUE
SUMMIT
TM NO. 2023-0003/DR 2023-0007
11 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

EXISTING EASEMENTS
BOTH RECORDED APRIL29,1958,O.R.

AND DOC.NO.68492 IN BOOK 7058,PG26;
PER DOC.NO.68100IN BOOK 7058,PG273;

PUBLICUTILITYPURPOSES

CONDUITS WITH THE RIGHT OF INRESS & EGRESS

EASEMENT FOR POLE LINES,UNDERGROUND
REC.4/8/2019
DOC.2019-0125165,O.R.

RESERVED IN DEED TOCYNTHIAANNE HIGGINS

CHRISTOPHER

ELLISON,
NICOLE

DAVID &

TINGLE,

LOVELLA
MESINA

MICHAEL&
LOUNG

VICTORIA

BRIAN &

JORGENSON
COLIN

GOVERNSKI

MEGAN E

AARON M &
SIMS
12'

5.5'
EXIST.12"ACP
WATER
PER
WS-173
6 EXIST.10"PVC
SEWER
PER
W
S
-1672
50' FIRE BUFFER

QUILLIN, HIGGINS, CYNTHIA A
PER
5 574-W
EXIST.12
"PVC
WATER
N89°39'30"W 618.06'
N00
°07'43
"E
3 2

6.5 5'
H=5' H=4' H=2'
H=5'
FS 540.98
FS 534.80
L
O
T
1 6
M
A
P
7 6
7 3

6.5'
N00
°12'5
3 "E
3 2

6.2 0'
3 0'
19'
11'
FF 535.17
PE 534.5
FF 535.27
PE 534.6
FF 538.77
PE 538.1
FF 538.97
PE 538.3
FF 541.57
PE 540.9
FF 540.97
PE 540.3
1 16.8'

16.8'

16.8'
H=7.1' H=17'
H=0.3'
D9-A4
D9-A6
MH
X
TW BW
531.1 526.5

WALL ELEVATION TABLE
532.9 528.1
535.1 531.4
536.5 535.1
540.0 539.7
549.0 541.9
560.0 543.0
556.3 543.1
548.5 543.2
542.4 542.2
1 2
3 4
5 6
7 8
9 10

LANE TRANSITION TRAFFIC STRIPING

NON-VEGETATED CHANNEL (HARRIS & ASSOCIATES)

NON-NATIVE WOODLAND (HARRIS & ASSOCIATES)
(HARRIS & ASSOCIATES)

DISTURBED DIEGAN COASTAL SAGE SCRUB

DIEGAN COASTAL SAGE SCRUB (HARRIS & ASSOCIATES)
LIMITS OF PROPOSED AC PAVEMENT (SUMMIT AVE.)
X X
TW BW
PROVIDE BARRICADE PER SDRSD M-9
21 22
23 24
26 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 25
27 28
29 30
31 32
33 34
35 24" @ 0.9%

DETAIL'A'

NO SCALE
FL 529.2
FL 529.1
TOP OF WEIR: 431.0
RIM 433.5
36 GREEN STREET ELEMENT (WQ TREE WELL)
PROPOSED STORM DRAIN CLEAN OUT (PVT.) (RSD D-09)
(MODULAR WETLAND SYSTEM-MWS-L-6-8-7'-5"-V-HC)
PROPOSED S.D. WATER QUALITY TREATMENT DEVICE (PVT.)
PROPOSED S.D. DETENTION VAULT (PVT.)(STORM TRAP OR EQUAL) PROPOSED BROW DITCH TYPE-B (PVT.) (RSD D-75)
8"
FL 526.2
8"
FL 526.04
8"
FL 525.54
8"
FL 525.42
24"
FL 526.22
37 PROVIDE TRASH CAPTURE DEVICE
38 STRIPED CENTERLINE
7' CURB OPNING
FS 529.0
FL 525.00
TC 525.50
RSD D-25 TYPE-B

CURB OUTLET PER
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 6" CURB AND GUTTER PER RSD G-02
PROPOSED 5' SIDEWALK PER RSD G-07
(PROVIDE "NO DUMPING" STENCILING, SEE DETAIL, SHT. 8)
PROPOSED STORM DRAIN INLET (PVT.)
(PROVIDE "NO DUMPING" STENCILING, SEE DETAIL, SHT. 8)
PROPOSED STORM DRAIN TYPE-B CURB INLET (PVT.) (RSD D-09) WQ TREATMENT BASIN (SEE DETAIL 'B', SHT 8)
PROP. 4" ROLLED CURB AND GUTTER. SEE DET., SHT. 3 (PVT.) PROP. STORM DRAIN (PVT.) (18" HDPE UNLESS NOTED OTHERWISE) PROPOSED REVERSE CURB OUTLET PER MOD. RSD D-25 (PVT.)
PROP. STREET LIGHTING STANDARD PER DWG. PW-20 (PUBLIC)
PROVIDE REFLECTIVE MARKERS OVER TOP OF PROP. AC BERM
39 40 3' RIBBON GUTTER (TYPE-2), SEE DETAIL, SHT. 3
3' RIBBON GUTTER (TYPE-1), SEE DETAIL, SHT. 3
3 4
8"
24"
24"
24"
1 2
3 4
5 6
7 8
9 10
2 1
S
ITE
VIS
IB
ILITY
25 0
FT.

S
ITE
VIS
IB
ILITY
250
FT.
25 PROTECT IN PLACE

PROTECT IN PLACE EXISTING FENCE

EXISTING BROW DITCH
20 6
6 21
26 15
16 15
21 21
22 13
15 7
8 9
15 18
16 15
13 4
5 16
14 3
10 11
18 16
15 4
12 24
16 16 16
15 15
15 13
4 4 4
3 14
12 4
3 14
12 4
5 11
24 14
18 10
11 5
4'
30'
19 SETBACK
2' GRADING
27 30
31 29
29 29 30
28 30
30 PER STD. DWG. PW-38
PROPOSED 30' DWY.
4 6
7 33
(TC 525.21/FL 524.73)

MATCH EXISTING
& SIDEWALK

BEGIN CURB, GUTTER

THISSHEET

SEEDETAIL'A'
24" @ 0.9%
FL 529.2
FL 529.1
C
A B
A
B
C
36 11 11
10 10
10 8"
FL 525.42
37 38 38
38 1
1 13
1 23
7' CURB OPNING
FS 529.0
FL 525.00
TC 525.50
RSD D-25 TYPE-B

CURB OUTLET PER
1 23
1 1 2

PARKING NOTE

INDICATES PARKING COUNT
#
15 8"
SHEET8

SEEDETAIL'B'
26 26
39 40
1\2-TON ROCK
20"/(W) X 5'(L) X 3.5' (T)
PER RSD D-40

RIP-RAP PAD
2 1
3 4
5 6
7 11'
11'
11'
11'
11'
530
530
535
535
535
535
535
535
540
540
540
540
540
545
545
550
550
555
555
5 60
560

16.8'
11 INTERIM SUMMIT AVENUE IMPROVEMENTS
GUTTER
CONC. RIBBON
TEMP. 3'
MATCH EXIST.
6" AC BERM
END TEMP.

TEMP. 6" AC BERM
& SIDEWALK. BEGIN

END CURB, GUTTER
32 SUMMIT AVE SUMMIT AVE
X
525
X
EX
X
X
X
530
530
X
X
X
X
X
X
X
X
X
X
X
X
MX
535
535
535
X
X
X
X
X
X
540
540
540
540
540
540
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
545
545
545
545
545
545
X
WX XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
550
550
550
550
550
550
X
X
X
X
X
X
X
X
555
555
X
X
560
560
560
560
560
560
X
X
X
X
X
565
565
565
565
565
565
X
570
570
X
575
580
X
585
590
595
600 605
X
610
18-MAR-2025 11:49
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\19877A_SummitAve_SitePlan_SHT01_Title.dgn c 2020 RickEngineering Company
City of Santee, California
1 OF
NO. REVISIONS DATE BY 1 REC 23
AVENUE
SUMMIT
7 1ST SITE PLAN SUBMITTAL 11/03/23
2ND SITE PLAN SUBMITTAL 02/01/24 REC
3RD SITE PLAN SUBMITTAL 04/25/24 REC
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
4 4TH SITE PLAN SUBMITTAL 12/20/24 REC

SUMMIT AVENUE SITE MULTIFAMILY
SITE PLAN (DR 2023-0007)
SITE PLAN (DR 2023-0007) 5 5TH SITE PLAN SUBMITTAL 03/17/25 REC SDD-116~5' B INLET SDD-116~5' B INLET SDD-116~5' B INLET MHX

NO SCALE
VICINITY MAP CUYAM ACAST MASTBLVD M AGNOLIAAVE AVE SUM M IT 67 AV
WOODSIDE 67
8 125
52 52
SANTEE

CITY OF

SAN DIEGO

CITY OF LAKESIDE
SITE

GORGERD M ISSION

GORGE RD

MISSION

MASTBLVD

JOANNRD PRINCESS

NO SCALE
LEGEND

PROJECT BOUNDARY

EXIST TOPO CONTOUR

LOT LINE

FIRE HYDRANT
SLOPE (2:1 MAX.)

STREET GRADIENT

STREET ELEVATION

RETAINING WALL

TOP OF WALL ELEVATION

FINISHED SURFACE ELEVATION
D9-A4

SD CLEANOUT

SD INLET
2%
TW
FS

RESIDENTIAL BLDG NUMBER

RESIDENTIAL UNIT NUMBER
5 PVT STORM DRAIN SDSW

BROW DITCH
DEVELOPMENT SUMMARY 1
PARKING SPACES5

EXISTING CONCRETE

EXISTING PAVEMENT

QUANTITIES
W

WATER SERVICE AND METER

WATER MAIN
PVT SEWER MAIN (8")
PVT SEWER MANHOLE 5 EA.
1,000 LF
2 EA.
50 EA.
537.3

7. EXISTING/PROPOSED ZONING: R7 (7-14 DU/AC)

8. PRESENT LAND USE: SINGLE FAMILY DETACHED

9. PROPOSED LAND USE: RESIDENTIAL

10. SETBACKS:

FRONT: 20 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)
GUEST PARKING:

14. LOT COVERAGE
(DEVELOPED LOT)
BUILDING FOOTPRINT:

TOTAL BUILDING FOOTPRINT:

REQUIRED: 100 SF/DU X 42 DU = 4,200 SF
REQUIRED: 150 SF/DU X 42 DU = 6,300 SF
PROVIDED: 21 SPACES

PAD ELEVATION
FINISH FLOOR ELEVATION FF 538.67
PE 538.0

3. NUMBER OF EXISTING LOTS: 1
36,666 SF
LOT COVERAGE: (36,666 SF/202,554 SF) = 18% < 55% MAX.

GROSS AREA: 4.65 AC (202,554 SF)

6. EXISTING GENERAL PLAN DESIGNATION: R7 (MEDIUM DENSITY RESIDENTIAL)

2. NET PROJECT AREA: 2.89 AC

1. GROSS PROJECT AREA: 4.65 AC
ACTIVE COMMON O.S. PROVIDED: 11,602 SF

5. DENSITY = 9 DU/DA (42 DU/4.65 AC)

4. NUMBER OF RESIDENTIAL DU'S = 42
PROVIDED: 84 SPACES
REQUIRED: 2 SPACES / DU X 42 DU'S = 84 SPACES
REQUIRED: 1 SPACE / 4 DU'S = 11 SPACES

DUPLEXES
B200 (1,746 SF) X 21: 36,666 SF
PROVIDED: 19,578 SF
PASSIVE COMMON O.S. PROVIDED: 30,807 SF
TOTAL COMMON O.S. PROVIDED: 42,409 SF
SDD-116~5' B INLET SDD-116~5' B INLET SDD-116~5' B INLET MHX
MAP 16410
LO T 16
LO T 20
CR 26392
BLOCK 17
MAP 767

SUMM TI AVE
PVT. DRIVEA
PVT. ALLEY2
PVT. ALLEY1
PVT. ALLEY3

LEGAL DESCRIPTION
ASSESSOR'S PARCEL NUMBER: 378-190-01-00
DIEGO COUNTY AND BEING RECORDED IN BOOK 3, PAGE 95 OF SUPERVISOR'S RECORDS.

TO PUBLIC USE ON OCTOBER 3, 1900 BY AN ORDER OF THE BOARD OF SUPERVISORS OF SAID SAN

ALL OF THE FOREGOING PORTIONS OF SAID STREET AND AVENUES HAVING BEEN VACATED AND CLOSED WESTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT 12 IN SAID BLOCK 16.

PROLONGATION OF THE WESTERLY LINE OF LOT 4 IN BLOCK 16 OF SAID CAJON PARK AND THE BLOCK 17 AND THE SOUTHERLY 40.00 FEET OF SAID SIXTH STREET LYING BETWEEN THE NORTHERLY

50.00 FEET EASTERLY MEASURED AT RIGHT ANGLES FROM THE WESTERLY LINE OF LOT 28 IN SAID

AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER, UNDER, UPON AND ACROSS ALL OF PARCEL 2:

LOT 19.

AND IS DESCRIBED AS FOLLOWS:

THE LAND REFERRED TO HEREIN IS SITUATED IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,

PUBLIC UTILITIES
SDG&E

COX CABLE

CITY OF SANTEE

GROSSMONT UNION HIGH SCHOOL DISRICT

SANTEE ELEMENTARY SCHOOL DISTRICT

GAS & ELECTRIC
CABLE T.V.

POLICE & FIRE

SCHOOL DISTRICT

WATER (PUBLIC)

SEWER PADRE DAM MUNICIPAL WATER DISTRICT

PADRE DAM MUNICIPAL WATER DISTRICT

STORM DRAIN (PRIVATE)
PRINCESS JOANN RD. & KEITH ST. ELEVATION: 505.42 MSLD
MONUMENT STAMPED "RCE 18010" PER MAP 10225 AT THE CENERLINE INTERSECTION OF

THE BASIS OF ELEVATIONS FOR THIS SURVEY IS THE STANDARD STREET SURVEY DATUM:

FLOWN:

TOPO SOURCE:

TOPOGRAPHY
NGVD 29
JULY 24, 2023

TOPO SOURCE RICK ENGINEERING COMPANY
BASIS OF BEARINGS:

I.E. GPS STATION 1017 TO 2022: S 89°37'26" E 1720.69' (GRID) RECORD OF SURVEY 11252.

DETERMINED BY GPS MEASUREMENTS TAKEN ON JULY 13, 2023 PER THE GRID BEARING BETWEEN GPS STATIONS 1017 AND 2122, AND IS CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE 6, BASED UPON

THE BASIS OF BEARINGS AND COORDINATES FOR THIS SURVEY IS THE

BASIS OF ELEVATIONS
SHEET 11
SHEET 10
SHEET 9
SHEET 8
SHEET 7
SHEET 6
SHEET 5
SHEET 4
SHEET 3
SHEET 2
SHEET 1
INTERIM SUMMIT AVE. IMPROVEMENTS

INTERSECTION IMPROVEMENTS

WATER QUALITY DETAILS

FIRE ACCESS EXHIBIT
SITE

BOUNDARY & ENCUMBRANCES

EXISTING TOPO

DETAILS & STREET SECTIONS

KEY MAP, DETAILS
TITLE

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

EXP. 6-30-2025
R.C.E. NO. 56991
KAREN S. VAN ERT DATE
10/25/2024
WARMINGTON RESIDENTIAL CALIFORNIA INC.

PROJECT MANAGER

MATTHEW ESQUIVEL DATE
PHONE: (714) 434-4416
COSTA MESA, CALIFORNIA 92626
3090 PULLMAN STREET
WARMINGTON RESIDENTIAL CALIFORNIA INC.

OWNER/AUTHORIZED AGENT
SDD-116~5' B INLET
530
5 53
535
535
535
535
535
5 53
535
535
535
535
535
540
540
540
540
540
540
540
540
540
540
545
545
545
545
550
550
550
550
555
555
555
555
560
560
560
560

CONDOMINIUM STATEMENT
CIVIL CODE.

SECTION 4125 OF THE STATE OF CALIFORNIA

CONDOMINIUM PROJECT AS DEFINED IN

THIS IS A MAP OF A RESIDENTIAL

SHEET INDEX
SHEET 7
SHEET 6
SHEET 5
SHEET 4
SHEET 3
SHEET 2
SHEET 1

OPEN SPACE EXHIBIT
SITE

SITE SECTIONS

TYPICAL BUILDINGS

DETAILS & STREET SECTIONS

KEY MAP, DETAILS
TITLE

K REN
03/18/2025
X
525
+
525.0
X 8
X 525.7
+
525.74
+
525.89
X 526.5
+
527.06
X 527.5
X
X 527.8
E
X
+
528.95 E
X
X
+
X
529.39
+
529.45
X 529.6
+
529.62
X
530
5 3
0 X
X 530.3
X 530.5
X
X 530.7
+
531.02
X X X
X 531.3
X 531.4
X
X 531.5
X
+
531.70 X
+
531.74
X 532.2
X 532.5
X
X 532.5
X
X
X 533.2
+
+
533.43
533.43
+
5 X 533.5 33.54
X
+
534.19
X
X 534.4
+
534.49
MX
+
534.58
+
X
534.68 X
535
535
535
+
535.38
X
+
535.41
X 535.5
+
535.68
+
535.77
+
535.77 +
535.80
X 535.8
X 535.8
+
536.09
X 536.2
X 536.4 X 536.4
+
536.70
X 536.7
X 536.8
X
X
X 537.5
+
537.60
X 537.7
X 537.9
X 538.4
X 538.8
X 538.9
X
X 539.4
X 539.4
X
X 539.6
X 539.7
+
539.77
X
540
540
540
+
540.21
X
+
540.31
X 540.4
X
X
X 540.5
X
X 540.6
+
540.74
X
+
540.94
+
541.21
+
X
541.26 X
+
541.38
X 541.5
+
541.54
+
541.57
+
541.61
+
541.63
+
541.67
+
541.69
X
+
541.80 X
X 541.9 X
+
541.95
+
542.19
+
542.31 X 542.4
X 542.6
+
542.97
X
X
X
X
X
X
X
X
X
X
545
545
545
X
WX
+
545.65
X
+
545.67
X
+
545.69
X
X
X
+
545.82
+
545.85
+
546.02
+
546.08
X 546.1
X
X
X
+
546.23
X
+
546.28
+
546.76
+
546.94
+
547.12
X
X
X
+
X
547.49 X
X
X
X
X
+
X
548.15 X
+
548.26
X
+
548.32
+
548.46
X
+
548.59
X
X
X
+
548.97
X
X
X
550
550
550
X
X
X 550.4
X
X
X 550.5
X
+
551.01
+
551.46
X 551.5
X 551.5
+
552.24
X
X
X
555
555
X
+
556.05
+
556.48
+
556.54
+
556.63
+
+
557.75
X
560
560
560
X 560.5
X
X 561.3
X 561.7
X
X
X
X
+
563.31
X
+
564.39
X 564.5
565
565
565
X 566.2
X
X 568.1
X 568.9
570
570
X
X 572.4
+
573.59
575
+
576.73
580
585
590
X
595
+
597.21
600
+
600.56
605
X
610
PVT.DRIVEA
PVT.ALLEY
2 PVT.ALLEY 1
PVT.ALLEY
3 S89°37'34" E 618.55'
c 2020 Rick
Engineering Com
pany
18-MAR-2025 11:49
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\19877A_SummitAve_SitePlan_SHT02_KeyMap_Details_St_Sections.dgn OF
City of Santee, California 7
AVENUE
SUMMIT
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
SITE PLAN (DR 2023-0007)
MHX
SUM
M
TI
AVE
APN: 378-190-18 APN: 378-190-19 APN: 378-190-20 APN: 378-190-21 APN: 378-190-22 APN: 378-190-23 & AMY

CHRISTOPHER

ELLISON,
NICOLE

DAVID &

TINGLE,

LOVELLA
MESINA

MICHAEL&
LOUNG

VICTORIA

MIKHAIL &
LIVAK,
MAP 16410
BLOCK 17
MAP 767
CR 14669
LOT 20
APN: 378-190-01
APN: 378-190-04
LOT 19 QUILLIN, GERALD R TR
APN: 378-180-10
CERT OF COMPL. 1994-619209
DEED 2019-0125165
CR 26392
AMMY J

BRIAN &

JORGENSON
COLIN

GOVERNSKI

MEGAN E

AARON M &
SIMS

QUILLIN, HIGGINS, CYNTHIA A
N89°39'30"W 618.06'
N00°07'43"E 326.55'
L
O
T 16
M
A
P
7 6
7 N00°12'53"E 326.20'

KEY MAP
KEY MAP: SHEET
KEY MAP: SHEET NUMBER

KEY MAP LEGEND
3 0
GRAPHIC SCALE 1" = 50'
50 25 50 100 150
C
A B
A B
C

SECTION A-A

BOUNDARY

PROJECT
APN: 378-190-18
APN: 378-190-01

NO SCALE
GROUND
EXIST.

EXIST. DITCH
PE 533.3
FF 533.97

RECOMMENDATIONS

PER GEOTECH

WALL SUBDRAIN

WALL (CMU)

RETAINING

PROPOSED
(FG 527.0)

7.33'

NOBLE WAY)
(10206

RESIDENCE
EXIST.

RETAINING WALL

ON TOP OF

STEEL FENCE

SECTION B-B

NO SCALE
APN: 378-190-01
APN: 378-190-23

BOUNDARY

PROJECT
(FG 558.9)
GROUND
EXIST.

EXIST. DITCH

7.33'
PE 543.0
FF 543.67
H=14.1'

10.4'

RECOMMENDATIONS

PER GEOTECH

WALL SUBDRAIN

NOBLE WAY)
(10230

RESIDENCE
EXIST.
2:1
(SOLDIER PILE)

RETAINING WALL

PROPOSED

RETAINING WALL

FENCE OVER

CABLE GUARD

SECTION C-C

NO SCALE

BOUNDARY

PROJECT
APN: 378-190-01
APN: 378-190-04

LINK FENCE
CHAIN
EXIST.

18.2'
FG 557.2
(FG 563.3)

7.6'
H=14.2'
PE 543.0
FF 543.67
GROUND
EXIST.

RECOMMENDATIONS

PER GEOTECH

WALL SUBDRAIN
2:1
(SOLDIER PILE)

RETAINING WALL

PROPOSED

RETAINING WALL

FENCE OVER

CABLE GUARD
16'(+
/
-
)
16'(+
/
-
)

OF INFLUENCE

BUILDING LINE

OF INFLUENCE

BUILDING LINE
30"-36"
30"-36"
(FS 537.2)
(MIN.)
S=1%
12" ACP
EXIST.
80'
40' 40'
SUMMIT AVE.

TW 537.8
FL 530.8
( BP 532.8)

SEPERATION
12" MIN.

FL 527.5
FL 530.8

5.5'
12'
PAD

RIP-RAP
GROUND
EXIST.
3' COVER

BOX CULVERT
3' (H)

SECTION D-D
530
535
535
535
535
535
535
540 540
540
540
540
545
545
550
550
555
555
560
560
SUM
M
TI
AVE
2 KEY MAP/DETAILS/STREET SECTIONS
c 2020 Rick
Engineering Com
pany
18-MAR-2025 11:49
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\19877A_SummitAve_SItePlan_SHT03_Details_St_Sections.dgn OF
City of Santee, California 7
AVENUE
SUMMIT
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
SITE PLAN (DR 2023-0007)
CL

CURB CURB
MIN.

SEWER

PRIVATE
5'

NOT TO SCALE
12' 12'
9' 10'
WATER

PRIVATE
3'
MIN.

3.5'

NOT TO SCALE
(NO PARKING)
80'
PL

ROW ROW
10' 10'
22'
WS-1672

SEWER MAIN PER
EXISTING 10" PVC
WS-1736

WATER MAIN PER
EXISTING 12" ACP
5573-W

WATER MAIN PER
EXISTING 12" PVC

SUMMIT AVENUE

TYPICAL EXISTING STREET SECTION
12' 3' 25' 18'
X
FENCE

CHAINLINK
EXIST.

PAVEMENT
OF EXIST.

EDGE

AC BERM
EXIST.

NOT TO SCALE

CURB CL CURB
MIN.

3.5'
0" CURB

NOT TO SCALE
+
-
+
-
+
-
+
-
+
-
2%

PRIVATE DRIVE A WITH PARKING PRIVATE DRIVE A WITH NO PARKING

SIDEWALK
6" CURB

PARKING
MIN.

3.5'
SEWER

PRIVATE
WATER

PRIVATE

SERVICE
FIRE

PRIVATE

STORM DRAIN

PRIVATE
0" CURB
8' 2' 9'
5'

SIDEWALK
0" CURB
GUTTER
CURB &
ROLLED
4"

NOT TO SCALE
1'-6"
3-5/8"

PER PLAN
TC ELEV.

FLOWLINE

PER PLAN
TC ELEV.
5' MIN/10' MAX
TRANSITION:

RADIUS EDGES 1/2"
JOINTS 2" DEEP,

WEAKENED PLAN
RADIUS EDGES 1/2"
JOINTS 2" DEEP,

WEAKENED PLAN
PARALLEL AND CONCENTRIC WITH STREET CENTERLINE.

2. TRANSITIONS SHOULD OCCUR ALONG THE BACK OF CURB, HOLDING EDGE OF PAVEMENT

1. REFER TO RSD G-1 AND G-4A FOR SPECIFIC DIMENSIONS RELATED TO EACH TYPE OF CURB.

NOTES:

NOTED OTHERWISE

PER LAYOUT PLANS, UNLESS

KEY NOTE CALLOUT
6"

THIS SHEET

GUTTER PER DETAIL,
4" ROLLED CURB &
SHEET

DETAIL, THIS
4" CURB PER
PER SDRSD G-04B (MOD.)
4" CURB TO ROLLED CURB TRANSITION
12' 5' 9'
19'
5' 9'
19'
M
IN

5.0'
M
IN

5.0'
VAN

NO SCALE

DISABLED PARKING STALL(S)

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

CONTIGUOUS SIDEWALK
M
IN

5.0'
3'
TYP.

WHEEL STOP
9' MIN. 9' MIN.

NO SCALE

FOR PARK SITE

TYPICAL PARKING STALL
VARIES
19'
GUTTER
3' RIBBON

5.5' 5.5'
15' 15'
SEWER

PRIVATE
WATER

PRIVATE

SERVICE
FIRE

PRIVATE

STORM DRAIN

PRIVATE
8' 2'5.5' 5.5' 9'
CL

CURB CURB
MIN.

SEWER

PRIVATE
10' 5'
WATER

PRIVATE
3'
MIN.

3.5'
2%
0" CURB
GUTTER
CURB &
ROLLED
4"
PRIVATE ALLEYS 1 AND 2
13' 13'
11'
PRIVATE ALLEY 3

NOT TO SCALE
19'
L
IN
E
T
RA
F
F
IC
D
A
S
HED
11'
9' 10' 11'

INDICATED
(WHERE

PARKING

PARALLEL
1 CURB CL CURB
15' 15'

INDICATED
(WHERE

PARKING

PARALLEL
L
IN
E
T
RA
F
F
IC
D
A
S
HED
1 2%

3 1

0.5" R 0.5" R
4"
6"

RECOMMENDATION

ENGINEER'S

GEOTECHNICAL

SEE LANDSCAPE PLANS,

FOR CONCRETE DETAILS

NOT TO SCALE
4" CURB (PVT)
MODIFIED (TYPE G-1 CURB)

FOR FURTHER DETAILS
NOTES: SEE CITY OF SAN DIEGO STANDARD DWG G-1
1'
R=1'
4"
2%

1.5'
520-C-2500

CONCRETE

PER PLAN

CURB LINE
P
ER
P
LAN
T
C

ENGINEER

PER SOILS

CLASS II BASE

AC PAVING W/
10"
VARIES
4" ROLLED CURB & GUTTER DETAIL (PVT)

NOT TO SCALE
9"
P
ER
P
LAN
C
U
RB
L
INE
520-C-2500

CONCRETE

ENGINEER

PER SOILS

CLASS II BASE

AC PAVING W/

NOT TO SCALE
0" CURB (PVT)

NOT TO SCALE
8'
2%
15' 5' 20'
80'
PL

CURB CURB

ROW ROW
10' 10'
28'

CURB & GUTTER
PROPOSED 6"

SUMMIT AVENUE

TYPICAL STREET SECTION
WS-1672

SEWER MAIN PER
EXISTING 10" PVC
WS-1736

WATER MAIN PER
EXISTING 12" ACP
5573-W

WATER MAIN PER
EXISTING 12" PVC
2%
SIDEWALK PER RSD G-07

5.5' 6.5'
12'

ENGINEER'S RECOMMENDATION

APPROVED GEOTECHNICAL

IS SUBJECT TO AN

THE EXISTING SECTION

REHABILITATION OF
(WITH PARKING)
(SOUTHERLY 303'TO POINT OFTRANSITION)
6'
2%
9' 10' 11'
19' 11'
GUTTER
6" CURB &

NOT TO SCALE

7.0"

ENGINEER

PER SOILS

SUBGRADE

COMPACTED
PER STANDARD DWG. G-12

AND JOINT SPECIFICATIONS
NOTE: ALL OTHER CONCRETE
3'
(TYPE-1)
3' RIBBON GUTTER (PVT)
VARIES (1% MIN.)
VARIES (1% MIN.)

0.02'

NOT TO SCALE

7.0"

ENGINEER

PER SOILS

SUBGRADE

COMPACTED
PER STANDARD DWG. G-12

AND JOINT SPECIFICATIONS
NOTE: ALL OTHER CONCRETE
3'
(TYPE-2)
3' RIBBON GUTTER (PVT)
VARIES (1% MIN.)
VARIES (1% MIN.)

1.5"

DETAILS/STREET SECTIONS
3 c 2020 RickEngineering Company
18-MAR-2025 11:49
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\19877A_SummitAve_SitePlan_SHT04_TypBldgs.dgn OF
City of Santee, California
7 AVENUE
SUMMIT
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
SITE PLAN (DR 2023-0007)
P4 P2

NOT TO SCALE

DETAILS
4 TYPICAL DUPLEX
AC
AC

15.75' 15.75'

38.00'

41.08'

21.58' 23.58'

45.17'

45.22'

CALVARY CHAPEL
X
525
+
525.0
X 8
X 525.7
+
525.74
+
525.89
X 526.5
+
527.06
X 527.5
X
X 527.8
E
X
+
528.95 E
X
X
+
X
529.39
X
+
529.45
+
529.62
530
X 530.3
X 530.5
+
531.02

X X X X
+
+
533.43
533.43
+
533.54
+
534.19
+
534.49
MX
+
534.58
+
X
534.68 X
535
+
535.38
+
X 535.5
+
535.68
+
535.77
+
535.77 +
535.8
+0
536.09
X 536.2
X 536.4 X 536.4
+
536.70
X 536.7
X 536.8
X 537.5
+
537.60
X 537.7
X 537.9
X 538.4
X 538.8
X 538.9
X 539.4
X 539.6
X 539.7
+
539.77
540
540
X 540.5
+
540.74
+
540.94
+
541.21
+
X
541.26 X
+
541.38
X 541.5
+
541.57
+
541.61
+
+
541.69
X
+
541.80 X
X 541.9 X
+
541.95
+
542.31 X 542.4
X 542.6
+
542.97
X
X
X
X
X
545
545
WX
+
545.65
X
+
545.67
X
+
545.69
X
+
545.85
+
546.08
X 546.1
X
X
X
X
X
X
X
X
X
X
X
X
X 550.5
X
+
555
X
+
556.05
X
560
560
560.5
561.3
X 561.7
X
X
+
563.31
+
564.39
X 564.5
565
565
X 566.2
X 568.9
570
570
X
X 572.4
+
573.59
575
580
PVT.DRIVEA
PVT.ALLEY
2 PVT.ALLEY 1
PVT.ALLEY
3 c 2020 Rick
Engineering Com
pany
18-MAR-2025 11:49
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\19877A_SummitAve_SitePlan_SHT05_Site_Sections.dgn OF
City of Santee, California 7
AVENUE
SUMMIT
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
SITE PLAN (DR 2023-0007)

B-B C-C
A-A
D-D
EXIST.

MATCH
(ELEV.)
GROUND
EXIST.

PVT
.

D
R
IVE
A
15' 15'
30'

FOOTING)
(WALL

BROW DITCH
EXIST.

EXIST.

MATCH
(ELEV.)

RESIDENCE
EXIST.

BOUNDARY

PROJECT
GROUND
PE 534.5 PE 533.6 PE 533.3
EXIST.

GROUND
EXIST.

APN: 378-180-10

BOUNDARY

PROJECT
GROUND
EXIST.

EXIST.

MATCH
(ELEV.)
APN: 378-190-21

RESIDENCE
EXIST.

BROW DITCH
EXIST.

BOUNDARY

PROJECT
30'
15' 15'
PVT
.

D
R
IVE
A
PE 538.6
EXIST.

MATCH
(ELEV.)
2 1 PE 538.3 PE 537.4
APN: 378-180-10

BOUNDARY

PROJECT
GROUND
EXIST.

EXIST.

MATCH
(ELEV.) 2
1 (+/- 4')
PROP. RET. WALL
30'
15' 15'
PVT
.

D
R
IVE
A
EXIST.

MATCH
(ELEV.)

BROW DITCH
EXIST.

GROUND
EXIST.

RESIDENCE
EXIST.

BOUNDARY

PROJECT
APN: 378-190-23
PE 543.0
(+/- 16')
PROP. RET. WALL
PE 533.3
PE 534.1
PE 535.2
PE 536.3
PE 537.4
PE 538.6
PE 539.7
PE 540.8
PE 543.0
SUM
M
TI
AVE
X

BOUNDARY

PROJECT

DEDICATION

PROPOSED
GROUND
EXIST.

APN: 378-190-04
EXIST.

MATCH
(ELEV.)

BROW DITCH

PROPOSED

BOUNDARY

PROJECT
2'
2 1

FOOTING)
(MSE WALL
(+/- 15')
PROP. RET. WALL
PE 541.9
(+/- 5')
PROP. RET. WALL
(+/- 1'-2')
PROP. RET. WALL
530
535
535
535
535
535
535
540 540
540
540
540
545
545
550
550
555
555
560
560
SUM
M
TI
AVE

SITE CROSS SECTIONS
5 SECTION KEY MAP

NO SCALE
500
520
540
560
580
600
600
580
560
540
520
580
560
540
520
500
580
560
540
520

SECTION D-D
SCALE:1"= 30 SCALE (HORIZ./VERT.)

SECTION C-C
SCALE:1"= 30 SCALE (HORIZ./VERT.)

SECTION B-B
SCALE:1"= 30 SCALE (HORIZ./VERT.)
SCALE:1"= 30 SCALE (HORIZ./VERT.)

SECTION A-A
X
525
X
X
E
X
X
X
X
5 3
0 X X X X
MX
X
535
540
540
X
X
X
X
X
X
X
X
545
X
X
X
X
X
X
X
X
X
X
X
X
X
555
X
560
560
X
565
565
570
570
X

25.2'
24'
12' 12'

22.8'
PVT.DRIVEA
PVT
.

ALLEY
2 PVT
.

ALLEY
1 PVT
.

ALLEY
3 2.0% 2.0%

2.0%

2.0 %

1.0% 2.0% 2.0
%
2 2.0%
.0
%
P
E
5 3

4.5 19'
19'
19'
FF 536.97
PE 536.3
FF 535.87
PE 535.2
FF 534.77
PE 534.1
FF 533.97
PE 533.3
FS 533.24
FS 536.88
FS 539.72
H=13'
H=5'
H=1'
FS 542.87
FS 538.16
40' VC
PI=532.51
10+81.00

1.5 %

64.8' FF 537.97
PE 537.3
24'
12' 12'
FF 538.07
PE 537.4
FF 540.77
PE 540.1
1 25' 25'1 25' 25' 25'
11' 19'

16.8'
S89°37'34"E 618.55'
125' 25'
0 GRAPHIC SCALE 1" = 30'
30 15 30 60 90
c 2020 Rick
Engineering Com
pany
18-MAR-2025 11:49
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\19877A_SummitAve_SitePlan_SHT06_Site.dgn OF
City of Santee, California 7
AVENUE
SUMMIT
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
SITE PLAN (DR 2023-0007)
D9-A4 D9-A4 D9-A4
SDD-116~5' B INLET
D9-A4
SDD-116~5' B INLET
D9-A4
SDD-116~5' B INLET
D9-A4
D9-A6
MH
X
MH
MH X
X
MHX
SUM
M
TI
AVE
APN: 378-190-18 APN: 378-190-19 APN: 378-190-20 APN: 378-190-21 APN: 378-190-22 APN: 378-190-23 & AMY

CHRISTOPHER

ELLISON,
NICOLE

DAVID &

TINGLE,

LOVELLA
MESINA

MICHAEL&
LOUNG

VICTORIA

BRIAN &

JORGENSON
COLIN

GOVERNSKI

MEGAN E

AARON M &
SIMS
12'

5.5'
EXIST.12"ACP
WATER
PER
WS-173
6 EXIST.10"PVC
SEWER
PER
W
S
-1672
50' FIRE BUFFER

QUILLIN, HIGGINS, CYNTHIA A
PER
5 574-W
EXIST.12
"PVC
WATER
N89°39'30"W 618.06'
N00
°07'43
"E
3 2

6.5 5'
H=5' H=4' H=2'
H=5'
FS 540.98
FS 534.80
L
O
T
1 6
M
A
P
7 6
7 3

6.5'
N00
°12'5
3 "E
3 2

6.2 0'
3 0'
19'
11'
FF 535.17
PE 534.5
FF 535.27
PE 534.6
FF 538.77
PE 538.1
FF 538.97
PE 538.3
FF 541.57
PE 540.9
FF 540.97
PE 540.3
1 16.8'

16.8'

16.8'
H=7.1' H=17'
H=0.3'
12' 5'
19'

PARKING NOTE

INDICATES PARKING COUNT
#
BW 535.8
TW 538.5
BW 535.0
TW 537.5
2-TON ROCK
28"/(W) X 24'(L) X 5.4' (T)
PER RSD D-40

RIP-RAP PAD
1\2-TON ROCK
20"/(W) X 5'(L) X 3.5' (T)
PER RSD D-40

RIP-RAP PAD
11'
11'
11'
11'
11'
530
535
535
535
535
535
535
540
540
540
540
540
545
545
550
550
555
555
5 60
560

16.8'
6 SITE
(SHOWN FOR REFERENCE ONLY)

EXTENSION

MAGNOLIA AVENUE

LIMITS OF FUTURE
P
2 P
4 P
2 P
4 P
2 P
4 P
2 P
4 P
2 P
4 P
2 P
4 P
2 P
4 P
2 P
4 P
2 P
4 P
2 P
4 P
2 P
4 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 P4 P2 24'
12' 12'
PVT.DRIVEA
PVT
.

ALLEY
2 PVT
.

ALLEY
1 PVT
.

ALLEY
3 1
8 1
1 26'
13' 13'
1 1 1
3 0'
24'
12' 12'
1 1
11' 19'
S89°37'34"E 618.55'
1 0
GRAPHIC SCALE 1" = 30'
30 15 30 60 90
c 2020 Rick
Engineering Com
pany
18-MAR-2025 11:50
\\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19877_WarmingtonSummit\Civil\PlanSets\SITE PLAN\19877A_SummitAve_SitePlan_SHT07_Open_Space_Exhibit.dgn OF
City of Santee, California 7
AVENUE
SUMMIT
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
SITE PLAN (DR 2023-0007)
SUM
M
TI
AVE
APN: 378-190-18 APN: 378-190-19 APN: 378-190-20 APN: 378-190-21 APN: 378-190-22 APN: 378-190-23 & AMY

CHRISTOPHER

ELLISON,
NICOLE

DAVID &

TINGLE,

LOVELLA
MESINA

MICHAEL&
LOUNG

VICTORIA

MIKHAIL &
LIVAK,
MAP 16410
BLOCK 17
MAP 767
CR 14669
LOT 20
APN: 378-190-01
APN: 378-190-04
LOT 19 QUILLIN, GERALD R TR
APN: 378-180-10
CERT OF COMPL. 1994-619209
DEED 2019-0125165
CR 26392
AMMY J

BRIAN &

JORGENSON
COLIN

GOVERNSKI

MEGAN E

AARON M &
SIMS

QUILLIN, HIGGINS, CYNTHIA A
N89°39'30"W 618.06'
N00
°07'43
"E
3 2

6.5 5'
L
O
T
1 6
M
A
P
7 6
7 3
N00
°12'5
3 "E
3 2

6.2 0'
3 0'
19'
11'
1 610'R
590
580
570
540
580
570
550
560
550
590
580
570
580
570
550
560
590
580
570
580
570
550
560
560
X
525
X
X
E
X
X
X
X
5 3
0 530

X X X X
MX
X
535
535
535
535
535
535
535
540
540
540
540
540
540
540
X
X
X
X
X
X
X
X
545
545
545
X
X
X
X
X
X
X
X
X
550
550
X
X
X
X
555
555
555
X
560
560
5 60
560
X
565
565
570
570
X
7 LEGEND

PRIVATE OPEN SPACE

COMMON OPEN SPACE

OPEN SPACE EXHIBIT
19,578 SF
42,409 SF

Santee City CouncilJuly 9, 2025

Santee City Council
July 9, 2025