ATTACHMENT E1
PROJECT CIVIL PLANS
D
D
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S
S
570
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X
X X X X X X X X X X X X X X X X X X X X X
X
S S S S S S S S S S S S S S S
SDSDSDSD
SDSD
W W W
S S S S
SD SD SD
SD SD SD
SD SD SD
SD
SDSDSD
SDSDSD
SD SD SD SD SD SD
F F
F F
F
F
F
F
FFFF
FFFF
FFFF
FFFF
FFFF
FFFF
WWWWWWWW
WW
W W W W W
W W W W
W W W W
WWWWW
WWWWW
WWWWWW
WWWWW
WWWWWW
WW
W W W W W
SSSSSSSSSS
SSS
SSSS
SSSS
S
SDSDSDSD
SDSDSDSD
SDSDSDSD
SDSDSDSD
S S S S
W W W W W
S S S S
S S S S
S S S S S
SSSSSSS
SSSS
SSSS
S
S S S S
W
W
W W W W W W W W W W W W W W W W W W
WW W
WWW
WW
WW
WW
WWWWWW
W
W
W
W
WWWWW
W
W
W
W
W
W
W
W
W
SSS
S
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
SSS
SS
SS
S
S
W
W
W
SD
SDSDSDSD
SDSDSDSD
SDSDSDSDSDSDSDSDSD
SD SD SD SD
SD
SD
SDSDSDSD
SD SD
SDSDSDSDSDSDSD
SDSDSDSD
SDSD
SD SD SD
SD
SDSD
SDSDSD
SDSDSDSDSDSD
SD SD SD
SD
SD
SD SD SD
SDSDSDSD
SD SD SD
SD SD
SD SD SD
SD
SD
SD
SD
SD
SDSD
SDSDSDSD
SDSDSDSD
SD
SD
SD SD
W
F
WWWF
USPS
S. SANTA FE AVENUE
LAS FLORES DRIVE
EX.SDMH
EX.
SMH
EX. 18" RCP SD PER COSM IP-4589
EX. CURB INLET
EX. 60" RCP SD PER COSM IP-4589
EX. 8" PVC S PER COV DWG. NO. 3804
EX. 10" PVC W PER D-2140
EX. 42" RCP SD PER COSM IP-4589
EX.
SDMH
EX. 8" PVC S PER COV D-3810
EX. 42" RCP SD PER COSM GP-2280
EX.SDMH
EX.
FH
EX. 6" PVC W PER D-2140
EX. 18" RCP SD
EX.SDMH
EX. 10" PVC W PER I-3007
EX.
SDMH
EX.
SMH
EX.
SMH
EX.SMH
EX.
SDMH
EX.SDMH
EX. 18" RCP SD PER COSM GP-2280
EX.
SMH
EX. 8" PVC S PER COV D-3804
EX. 8" W PER D-2140
EX. 8" S
EX. 10" W
EX. 42" RCP SD
±(494.16) TC±(493.71) FL
PROP. CURB OUTLETPER SDRSD D-25APROP. DRIVEWAYPER CITY OF SANMARCOS RADIUSTYPE DRIVEWAY PROP. SMH483.88 IE, 8" S±(483.68) IE
PROP. IRRG. WATERMETER & BACKFLOWPROP.CONNECTIONTO EX. 10" WPROP. (2) DOM. WATERMETERS & BACKFLOWSPROP. FIRE SERVICEBACKFLOW EX. ELEC. VAULTTO REMAINABANDON EX. WM & LATERAL
EX.
SMH
EX. 10" PVC W PER D-2140
(51')
(51')
(102')
PROPERTY BOUNDARYN71°08'14"E
28.75'
EX. 24" RCP SD PERCOSM IP-4589
EXISTING COMMERCIAL BUILDING
EX. CURB INLETEX. 24" RCP PER COSM GP-2280EX. 24" RCP PERCOSM GP-2280 EX. CURB INLET
EX. RIGHT-OF-WAY
EX. RIGHT-OF-WAY
APN: 217-161-25
APN: 217-560-51
APN: 219-114-28
APN: 217-161-17
APN: 217-161-25
APN: 219-114-28
APN: 219-114-28
(515)
(510)
(505)
(520)
(525)
(530)
(500)
(515)
(510)
(505)
(500)
(520)
(525)
(535)
(525)
(520)
(515)
(510)
(530)
VARIES
PER DOC 2005-0887132 &
2005-0887133
EX. RIGHT-OF-WAY
EX. RAISED MEDIAN
EX. 18" RCP SD
EX. RAISED MEDIAN
EX. VEHICULAR GUARDRAIL
EX. RIGHT-OF-WAYEX. RIGHT-OF-WAY
VARIESPER DOC2005-0887132 &
2005-0887133
PROTECT IN PLACEEX. BACKFLOW,WM& LATERAL
EX. 18" RCP SD PERCOSM GP-2280
ABANDON EX. IRRIGATIONWATER SERVICEEX. 18" RCP SD.EMRA TO BE PROVIDED EX. FENCING
PROP. 3' WIDE RIBBONGUTTER. PERMISSION TOGRADE LETTER TO BEPROVIDED.
EX. AC PARKING LOT
24.00'
STRIPING OF RELOCATED EX.STALLS & NEW STOP LEGEND.PERMISSION TO GRADE LETTER TO BE PROVIDED.
PROPERTY BOUNDARYN23°32'36"E
0.60'PROPERTY BOUNDARYN71°30'04"E
8.15'PROPERTY BOUNDARYN66°25'12"E
3.98'
PROPERTY BOUNDARYN61°15'13"E, 87.61'
PROPERTY BOUNDARY
PROPERTY BOUNDARY
N23°19'42"E377.31'
PROPERTY BOUNDARYN66°38'44"W250.78'
PROPERTY BOUNDARYN23°50'13"E32.84'
N23°34'48"
PROPERTY BOUNDARY
167.99'
BUILDING 1FF=499.00
BUILDING 2FF=499.00
BUILDING 6FF=526.00
BUILDING 5FF=531.00
BUILDING 7FF=502.50
BUILDING 4FF=536.00
N23°37'25"E138.53'
533.08 TC
532.58 FS533.06 TC532.56 FS
530.81 TC530.31 TG528.31 IE
531.40 TC530.90 FSHP
530.25 FS
529.73 FS
525.00 FS
530.84 TC
530.34 FL
529.86 TC529.36 FL
525.13 TC524.63 FL
539.23 TC
538.73 FS
534.37 TC533.87 FL
532.17 TC
531.67 FL
538.92 TC538.42 FS
BUILDING 3FF=535.00
2.2% 5.0%
1.0%
4.0% 1.0%
530.52 FS
2.2%
5.0% 5.0%
4.8%
6.0%
1.0%
1.0%
5.0%
4.8%1.0%
1.0%
537.80 TW533.00 BW
HT=4.80'
486.49IE
530.53 IE526.60 IE
495.77 FL
1.8%7.5%
4.0%
497.72 TC
497.22 FS 498.32 TC497.82 FL8.2%
GFF=499.00
GFF=499.00
GFF=499.00
GFF=499.00
GFF=502.50
GFF=502.50
0.6%
499.40 TC498.90 FL
18.6%
5.0%
6.2%
1.2%
498.50 TC498.00 FS
1.0%
4.1%
4.2% 5.0%5.0% 533.80 TC
533.30 FS
5.0%
AMENITY AREA
FG=499.00
PROP. SMH495.00 IE
6.5%
498.35 FL498.77 FL
496.85 TC496.35 FL
1.0%
499.01 TC498.51 FL
500.31 TC499.81 FS
12.4%
5.0%
AMENITY AREA
FG=499.00
PROPRIETARYBIOFILTRATIONSYSTEM (BMP 4-A)
499.50 IE-IN498.17 IE-OUT
PROPRIETARYBIOFILTRATIONSYSTEM (BMP 3-A)527.44 IE-IN526.11 IE-OUT GFF=535.00GFF=535.00
7.0%
7.0%
PROPRIETARY BIOFILTRATION SYSTEM (BMP 1-A)532.20 IE-IN, 530.87 IE-OUT PROP. PROPRIETARY BIOFILTRATIONSYSTEM (BMP 2-A), 493.10 IE-IN, 491.77 IE-OUT PROPRIETARY BIOFILTRATIONSYSTEM (BMP 5-A)491.32 IE-OUT
UNDERGROUND DETENTION SYSTEM (BMP 1-B)TOP=531.77, BOT=526.60 PROP. WEIR
BYPASSSTRUCTURE493.35 IE-IN,493.15 IE-OUT
PROP. WEIR BYPASS STRUCTURE526.53 IE-IN, ±(526.33) IE-OUT 491.16 IE491.16IE
530.42 IE
495.34 IE
490.67 IE
PROP.UNDERGROUNDDETENTIONSYSTEM (BMP 2-B)TOP=492.16BOT=486.49 UNDERGROUNDDETENTIONSYSTEM (BMP 4-B)TOP=496.34BOT=490.67 UNDERGROUNDDETENTIONSYSTEM (BMP 3-B)TOP=527.06BOT=520.06 520.06 IE
526.06 IE
PROP. WEIR BYPASSSTRUCTURE519.94 IE-IN519.74 IE-OUT
2:1 MAX
2:1 MAX
2:1 MAX
2:1 MAX
2:1 MAX
2:1 MAX2:1 MAX2:1 MAX
2:1 MAX
2:1 MAX 2:1 MAX
PROP. BROW DITCH (TYPE A)PER SDRSD D-75
PROP. BROWDITCH (TYPE A)PER SDRSD D-75PROP. "GEOGRIDANCHORPLEX"RETAINING WALL PROP. PERMANENTSHORING WALL
PROP. RETAINING WALL
PROP. RETAINING WALL
PROP. STAIRS
PROP. STAIRS
PROP. MSE "GEOGRID"RETAINING WALL
PROP. CONC.RIBBON GUTTER
PROP. CONC.RIBBON GUTTER
PROP. CONC. RIBBON GUTTER
GFF=536.00GFF=536.00
PROP. CONC. RIBBON GUTTER
GFF=526.00
GFF=526.00
GFF=531.00
GFF=531.00
PROP. CONC.RIBBON GUTTER
PROP. CONC.RIBBON GUTTER
PROP. CONC.RIBBON GUTTER
526.30
514.60 TW499.00 BWHT=15.60'
PROP. "GEOGRIDANCHORPLEX"RETAINING WALLPROP. BROWDITCH (TYPE A)PER SDRSD D-75 AA
B
B
C
C
(530)
2:1 MAX
2:1 MAX
PROP. PERMANENTSHORING WALL
505.50 TW/502.50 BWHT=3.0'
3:1 MAX
EX. TRASH ENCLOSURETO BE REMOVED ANDREBUILT/RELOCATED.PERMISSION TO GRADELETTER TO BEPROVIDED. 2:1 MAX
PROP. MASONRYRETAINING WALL (5'MAX EXPOSED HT.)
PROP. MASONRY RETAINING WALL
2:1 MAX
2:1 MAX
514.50
519.80 TW517.80 BW
HT=2.0'
516.00 TW502.50 BW
HT=13.5'
508.50 TW
502.50 BWHT=6.0'
539.10 TW
533.10 BWHT=6.00'540.10 TW534.40 BWHT=5.70'541.70 TW538.10 BW HT=3.60'
537.80 TW536.00 BWHT=1.80'
537.00 TW535.00 BWHT=2.00'
513.50 TW499.00 BWHT=14.50'
501.50 TW499.00 BWHT=2.50'
506.00 TW499.00 BW
HT=7.00'
499.00 TW
496.50 BWHT=2.50'
497
499
504.20 TW, 499.00 BW
HT=5.20'
535.00 TW, 517.20 BWHT=17.80'
535.00 TW, 526.75 BWHT=8.25'
PROP.
STAIRS
PROP. 8" FSPROP. DOM. W
PROP. SDPROP. 8" S
PROP.
FH
PROP.
FH
PROP. CURB INLET
PROP. CURB INLET
PROP.SDMH
PROP.
SDMH
PROP. 8" FS
PROP. DOM. W
PROP. SDPROP. 8" S
PROP. DOM. W
PROP. 8" S
PROP. SMH530.00 IE
PROP. SMH529.06 IE-IN528.86 IE -OUT
PROP. SMH
524.98 IE-IN524.78 IE-OUT
PROP. SMH, 494.67 IE-OUT, 494.87 IE-OUT
1.0%
PROP. SMH
521.00 IE
PROP. SMH526.00 IE
PROP. 8" S
PROP. DOM. W
499.77 FL
PROP. SMH
494.00 IE
PROP. 6" S
PROP. DOM. W
PROP. 6" S
PROP. DOM. W
PROP. DOM. W
PROP. 6" S
PROP. DOM. W
PROP. 6" S
PROP. SMH
497.50 IE
PROP. 6" S
PROP. DOM. W
PROP. SDCO (TYPE A)PER SDRSD D-09.
485.32 IE, 18" SD±(485.02) IE, EX. 60" SD
TE
TE
PROP.TRANSFORMER
PROP.TRANSF.
PROP.
TRANSF.PROP.TRANSF.
535.76 FL 534.40 TG
25.00'
25.00'
24.00'
24.00' 24.00'
18.00'18.00'
PROP. NEW P/L PERSEPARATE LLA
REMOVE AND DISPOSE OF EX. ON-SITE 18" RCPSD AND CAP AT PROPERTY LINE.
REMOVE AND DISPOSE OF EX. ON-SITEINLET, MANHOLE & 18" RCP SD CONNECT TO EX. 18" RCP
10.00' PROP. ACCESS ESMT TO
AMEND/REPLACE EX. ACCESS ESMT
PROP. 18" PRIVATESD. EMRA TO BEPROVIDED.
D
D
APPROX. LIMITSOF GEOGRIDFABRIC (TYP.)
APPROX. LIMITSOF GEOGRID
FABRIC
PROTECT IN
PLACE EX.ELEC. METER
5.0%
1.8%
497.34 TC
496.84 FS
1.2%
1.8%
1.2%
40.14'
19.93'
APPROX. LIMITS OF"ANCHORPLEX"CONCRETE BACKFILL APPROX. LIMITS OF"ANCHORPLEX"CONCRETE BACKFILL
10.00'
BLDG STBK
10.00'
BLDG STBK
10.00'
BLDG STBK
10.00'
BLDG STBK
10.00'
BLDG STBK
EX. P/L TO BEADJUSTED PERSEPARATE LLA
EX. P/L TO BE ADJUSTEDPER SEPARATE LLA
PROP. MSE"GEOGRID"RET. WALL
24.51'
PROP. CURB INLET
15.00'
BLDG STBK
1.0%
360' STOPPING LINE OF SIGHT PER CITYINTERSECTION SIGHT DISTANCEGUIDELINES (45 MPH DESIGN SPEED) 360' STOPPING LINE OFSIGHT FOR PER CITYINTERSECTION SIGHTDISTANCE GUIDELINES(45 MPH DESIGN SPEED)
LINE OF SIGHT PER CITYINTERSECTION SIGHTDISTANCE GUIDELINES EX.
R/W
PROP.
BNDY
BUILDING 4
FF=536.00
PROP. MASONRY
RETAINING WALL
2:1 MAX
PROP. BROW
DITCH (TYPE A)
PER SDRSD D-75
EX. GRADE
EX. CURB & GUTTER
EX. SIDEWALK
LAS FLORES DRIVE
±(552.96) FG
538.00 TW
536.00 BW
PROP. SD
PROP. SD
PROP. UNDERGROUND
DETENTION SYSTEM
BOT=526.60
TOP=531.72
APN: 219-114-28
PROP. GRADE
PROP. GRADE
PROP. SIDEWALKGRAPHIC SCALE: 1" = 20'
020'40'60'
LOT:113,209
BUILDING:
PARKING/PVMT:
LOADING:
PARKING
ADDRESS:
GARAGE
GUEST
OPEN
STUDIO
1 BDRM
2 BDRM
TOTAL UNITS
ORD. REQ.
LOADING
HANDICAP
TOTAL
DRIVEWAY
(SIZE & SLOPE)SETBACKS
FRONT: 15' REAR: 10'
R. SIDE: 10'
L. SIDE: 10' TWO WAY: 24' MIN
ONE WAY: N/A
SLOPE: VARIES
COVERAGE %
PHONE: 949-661-6695
DWELLING UNITS SITE DATA
AREA (SQ. FT.)
APN(S): 217-161-17, -18, -19
TYPE OF DEVELOPMENT:
3 BDRM
-
-
46 ZONE: MULTIFAMILY RESIDENTIAL (R-3-6)
PRIVATE (SF)
21,610
OPEN SPACE DATA
ADDRESS: PO BOX 903, RANCHO SANTA FE, CA 92067
OWNER: SANTA FE FLORES LPPHONE: 858-888-2488
GENERAL PLAN AMENDMENT NUMBER: GPA25-0001
CITY OF SAN MARCOS
34270 PACIFIC COAST HIGHWAY SUITE B, DANA POINT, CA 92629
RESIDENTIAL, TOWNHOMES
CONTACT: PAUL MAYER
38,672
35,778
0 100%
34%
32%
0%-
-
OF 7
LANDSCAPING:38,75934%
SHEET:
ARCHITECT, ENGINEER, DESIGNER: PLSA
4 BDRM
92 14
0 0
1 107
14,795
COMMON (SF)
46 2
SHEET 2 OF 7
NOTES
1. BOTTOM OF WALL (BW) ELEVATIONS ON THIS PLAN IDENTIFIES THE LOWER SURFACE GRADE ADJACENT TO THE RETAINING WALL.
2. RETAINING WALL HEIGHTS (HT) ON THIS PLAN IDENTIFY THE EXPOSED HEIGHT (ABOVE GRADE) OF THE PROPOSED RETAINING WALLS.
3. PARKING SIGNS TO BE INSTALLED TO GUIDE GUESTS AND RESIDENTS TO
APPROPRIATE PARKING STALLS
SECTION D-D
SCALE: NTS