VICINITY MAP
CLIFF BECHTEL
TENTATIVE MAP DRAWING INDEX
FA
• AND ASSOCIATES, LIC
IM-U HILE AND TENIALIVE MAP BECHTEL. PE
For Lot Merger and Condominium Purposes 1M-1 EXISTING CONDITIONS PLAN TM-2 GRADING AND DRAINAGE PLAN
TM-3 GRADING AND DRAINAGE PLAN
570 CRESPI DRIVE TM-4 GRADING AND DRAINAGE PLAN
IN-S VILIY PLAN
City of Pacifica, California STORM WATER MANAGEMENT PLAN TM-7 CIVIL DETAILS
GENERAL NOTES: SALEMEN OF IMPROVEMENS:
1. 3 ATE MAP THIS 68452 OF THE SUBOSION MAP ACT. IN ACCORDANCE WITH CHAPTER
OWNERS B&D FAMILY MURPHY FAMILY TRUST
2. TENCK LISTORE AT OR PENTATE MAP CONFORMS TO THE REQUIREMENT OF THE
3. TOPERA DATO, ORAP A SMPLEMENTAL FIELD SURVEY PERFORMED BY B & H
ZONING PROPOSED
* SUBOISON A AS THE DEVELOPE RESERVES TET TO CLE MULE PAL MAPS. California USE
5. ENGINERING DESINZING AND LOCATIONS ARE PRELMINARY AND SUBJECT TO FINAL
6. PRIVATELY OWNED SD MANTANNENTARY SEWER, STORM DRAIN AND WATER SYSTEMS WILL BE STATEMENT OF PROPOSED UTILITIES:
UTILITY PROVIDER:
COUNTY ORE AUTHOR STRICT ARCHITECI
GENERAL PLAN: CURRENT ZONING IS M-1 (CONTROLLED
VANUFACTURING DISTRICT) AND IS DESIGNATED
CASAD ELECTR
TELEVISION: AT&T CABLE SERVICES
-NEW DROD_OCO
DER DEVEI NOMENT
WATER QUALITY STATEMENT:
AGREEMENT WITH
CITY
D-VE OP-D COMMON
SEE GENERAL
AND OPEN SPACH
AREA (23,717.12 SF.) NOTE 10
NEW INGRESS & EGREES
11. EXISTING MIXED USE IMPROVEMENTS 570 CRESPI DRIVE SAN MATEO COUNTY
HAS-M-NI OV-R COMMUNIY C-NI-R
VACANT/UNDEVELOPED AREA
33,372.65 SF.) PER DEVELOPMENT/ AGRE-MEN WH CH
SEE GENERAL NOTE 11 SEE GENERAL NOIE 10
APN 022-162-420 -NEW TRASH
CITY OF PACHICA CONTAINMENT NEW PARKING SPACE
COMNUNITY CENTER AREA PER DEVELOPMENT AGREEMENT
WIIH CLY
SEE GENERAL NOTE 10
SPACES PER NEW PARKING City of Pacifica
DEVELOPMENT
AGREEMENT
- PERVIOUS
WETLAND DAVED TITLE
DELINEATION - RFMOVE TRF:
(TYPICAL) CROSSWALK
BUILDING A AND
-PERVOUS ASPHAL
BUILDING B TENTATIVE
(TYPICAL (3,308.60 S.F.
(ERZO ZZ CO
"GRASS CRETE" SEE GENERAL NOTE 9) SEE GENERAL NOTE 9) MAP AIRS 22-162-2201 AREA
400,40 S
06/10/22
TREE TO BE
LIMIT OF EXISTING PERVIOUS
R-MOV-
-VACANT/INDEVE ODET - OT |INE TO RE FIIMINATEI DAVER AS NOTED
PER LOT MERGER - PERVOLS ACPHA T (TYPICAL)
AREA TO REMAIN INTERSECTION
VACANT/UNDEVELOPED (TYPICAL)
33,372.65 S.F
SEE GENERAL NOTE 11
"GRASS CRETE" BUILDING C
PROPOSED PARCEL 1 PAVEMENT AREA (7,046.30 S.F.
AFN 022-162-2ARE GIMENEZ (506.31 SF)
72,984 + /- SQ. FT SEE GENERAL NOTE 9) REMOVE TREE
PARCEL B
APN 022-162-310 (TYPICAL) PERVIOUS
WETI AND.
7.76.3+- S0. DELINEATION
CROSSWALK
LINC
- PERVIOUS ASPHALT.
(TYPICAL)
2015529
REMOVE TREE
AARY 12-162 CLOLLER TRUST (TYPICAL)
TM-0
LEGEND: BASIS OF ELEVATIONS:
• IBM
SE MAN 1. SHINER IN CRESPI DRIVE, AS SHOM
BASIS OF BEARINGS:
CRESTI
FIVE
LANDS OF MURPHY
AREA = 42.763 SQ.F1
MAPS
GRAPHIC SCALE
15.75 O=15.80 VAULT
40 PARC EL
5,47 MIM
M A R
Baas
PARCEL
BOUNDARY AND
TOPOGRAPHIC SURVEY
LANDS MIIRPHY
DOCIMENT 9014_07913 R
BEING A PORTION OF LOT 1
"MAP OF THE SOUTHERLY REGAN TRACT
ON SAN PEDRO RANCH
VOLUME 19 OF MAPS AT PACE 16
BAS OF BEANIES
ASSESSOR'S PARCEL NUMBER: 022-162-310
(570 CRESPI DRIVE)
PACIFICA SAN MATEO COLNTY CALIFORNIA
OCTOBER, 2014
A RESION 6/15/2016: RE ABDED EASEMENORT B & H SURVEYING. INC.
PROFESSIONAL LAND SURVEYING
RENSION 4/25/2019. ADJACEN LOPOGRAPHY OF SO A CA 4502
3 REVSION 5/7/2019: UPDATE AT&T UNDER GROUND VAULT
EARTHWORK TABLE CUT FILL
CLIFF BECHTEL
SITE IMPROVEMENTS 30 Cr 3,030 CY
• AND ASSOCIATES, LIC
30 CY 3,030 CY
ECHTEL. PE
GRAPHIC SCALE 3,000 CY
#8
-(E) TREE TO
Grade Break
(IN FEET )
MATCHLINE SEE TM-4
-CONCRETE APRON CONFORM-
AND TRASH AREA (TM-7) #13
-CONFORM TO CURB OPENING
(E) CURB TC 1512
TM-7 @ 20' о.c.)
-GRADE -RAIN WAIFR
E) LIGHT OUTFALL ON (N) ASPHALT CONFORM TO
BREAK (E) CURB
-SAW CI PARKING, (TYP.)
BO SUASE
CONFORM
180 146 (N) CONCRETE <SAW CUT
(TYP.) * (N) 4" BALL'ARD CURB. CNPO -CONFORM TO -CONFORM * (E) CURB
-CONFORM TO-
7C 1524) SAW CUT California
+15.1 3% OPENING TM-7 TC 14.9
+14.66 3.%
TV 15:50 ·16.0 BC 14.4
BW 13.5 IN S0O 18 5.16,
RIM 14.0 6" SDCO
INV 11.4 INV 12.1 28 154
W 150 ATRI VFL 14.4
- PERVOUS PAVER #4 -(E) SIDEWALK,
BW 10.5 CURB & GUTTER
TO REMAIN
INV 10.8 (8)
1152 1162 +152 : 2.% +15.1 2%0k15.12 +15.8 15.85+ +14.8 MATCHLINE SEE TM-3
EXISTING WILL AREA FL 14.8
F15* FF 15.4 L50 - CCT
TO REMAIN F 15.4 8C 142
BIO SWALE HI PT
SEE A-1.14 (TYP.) +15.37 +15.37 +15.37 /+15.37 +15.37 /+15.37 (BS-1 80 SF) 7,5%
LVEGETATED
115 L.F. BREAK AT -SAW CUT
SWALF
- 8" SD TRASH S=0.005 MIN. ™M-7
BIO SWALL 15,5K AT CONFORM
(BS-1) 300.0 SF) MIXED USE IMPROVEMENTS 570 CRESPI DRIVE SAN MATEO COUNTY MIN.
RAIN WATER IEADER
TO SPLASH BLOCK
1 15.0 PERVIOUS- 15.5t MITATO (TYP, OF 4)
WET AND
BW 9.5 CURB DRAIN
DE INF ATION
LINE (TYP.) I SODING E #6 PER CITY STD.
RIM 13.8 -SAW CUT
"GRASS PAVE" AD SECSTRUCTURA *AREA DRAIN BE BUILDING A
IN 11.0 15.5+ (TYP.)
-PAVEMENT AREA 6" PERFORATED 5% -15.3
E+13.87 -6" ATRIUM
SUR-DRAIN 15.95
Fu 1355 PERVOUS PAVER
(TYP.) LANDSCAP-
-(TYP.) 2.% 4" SD
BW 9.5 DRAIN
RAIN WATER LEADER
N4016'00"E 6" SDCO TM→15.5+ (E) 0.007‡
/ INV 10.6
543.30' т7S0 PERVIOUS 15.0
(TYP.) 15.5+ City of Pacifica
CV CTM I -LOT MERGER
NO CRANE CHALI TO ELIMINATE SHOWR
EXCEED 2% IN ANY PROPERTY LINE
"CRASS DAVE GIVEN DIRECTION- SEE TENTATIVE MAP 5'-0",
• VALLEY GUTTER & GUTTER
-PAVEMENT AREA- S=0.005 (TYP.) 15.5t
pERVIOLIC
PER CITY STD.
ACDHAI T
15.g
6' ATRIUM 4.5%
Let AT
75.90 15.0 TC 15.ORAIN +15.8 GRADING
CB W/ SEDIMENT TRAP AND
RIM 14.16 DRAINAGE
(8") 3.00, L0.E9S
BUILDING C 179.8 PLAN
-HANDICAP PARKING
BW 9.5 NO GRADE SHALL
EXCEED 2% IN ANY-
80 156 GIVEN DIRECION 06/10/22
15.36 \ FL 14.3 AS NOTEN
15.9 6" SDC
6" ATRIUM-
15.36 INV 11.0
LANDSCAPE
FRY 120 0.0075 DRAIN
TW 15.0 6" PERFORATED
BW 9.5 115.51 11551 SUB-DRAIN, 6"' SDCO
INV 12.0
FF 154 FF 15,4 IF 154 ENTRY IF 15.4
715.2 C 1351
2.% 10D | 41496 1% 2.% 1/41496 2% 14.46+ 2.3%
15.37+
-(N) WARNING
N2 * #2 DÓMES
$40'16'00" w
/14.2 FL 14.3
RIM 141|
-8" SD -147 FEET OF HI.PT. 100 FEET OF
2015529
I SWAL 6" ATRIUN STOP SE)
RIO SWAS /BUBBLE BOX
2 CURB
(BS-4 381.0 SF) (BS-3 257.8 SF) TM. STANDARDS CALTRANS BRICK (TYP. OF 5) RADE
BREAK
TM-2
_CAW CIT
GRADING AND DRAINAGE PLAN 1"=10'-0"
AT CONFORM
CUFF BECHTEL
• AND ASSOCIATES, LIC
BECHTEL. PE
(E) CITY BIO TREATMENT AREA
-12" HDPE TV 1500 California
S=2% MIN. EMERGENCY OVERFLOW
BW 13.5
18* ATRUM BASKET GRATE
RIM 10.0 TE 15:5
INV 8.0
- $40°16'00"W BW 10.5
555.61
INV 10.8 (8")
MATCHLINE SEE TM-2
CONNECT TO EXISTING WILL AREA
EXISTING 24" SI REMAIN
ER CITY REQUIREMENTS SEE A-1.14 (TYP.)
995 DELINEATION
ELLi MIXED USE IMPROVEMENTS 570 CRESPI DRIVE SAN MATEO COUNTY 7,00, 0z
- WETI AND
WETLAND
ELINEATION DF INFATION
LINE (TYP.)
09.03 RE
TW 15.0
15.5 BW 9.5
RW O5 N40°16'00
EXISTING 24" SD PER
CITY EQUALIZATION PROJEC 543.30
PLANS (SHEET C-GT) MAPS INV 95(6)
INV 9.8 (8")
City of Pacifica
LANDS
AREA 15.5
BW 9.5
MANITI CVED
DECK WALKWAY -
- NO WORK SEE A-1.14 (TYP.)
GRADING
1400990 INV
AND
E 150 DRAINAGE
BW 9.5
PLAN
W 15.38
15.36 \15.9 06/10/22
11 500
15.36 TW 15.0
BW 9.5 2% TW 15.0
BW 9.5
TW 115
BW 10.5
INV 9.8 (8")
6"ATRILIM
RIM 141
2015529
APADIA СПАТИ
TM-3
GRADING AND DRAINAGE PLAN 1"=10'-0"
(6) CO TO -
GRAPHIC SCALE
inch = 10
California
CRESPI DRIVE
MIXED USE IMPROVEMENTS 570 CRESPI DRIVE SAN MATEO COUNTY City of Pacifica
540 CRESPI DRIVE CURB OPENING
20 О.С.
(TYP.)
GRADING
AND
DRAINAGE
PLAN
NI ASPHALI
OFF LANE
ND PARKING
06/10/22
EXISTING BUILDING EXISTING BUILDING
TREE TO
Grade Break REMAIN
. MATCHLINE SEE IM-2 _
CONFORM TO TC.
CONCRETE APRO CURB OPENING іс 15.1 CONFORM— ГВС 14.5
(E) CURE AND TRASH AREA TM-:
(TYP. OF 4)
GRADER -RAIN WATER CONFORM TO
TO LOANN LEADER OUTFALL ON -(N) ASPHALT
PARKING, (TYP.) TM-; (5) CIRR
-SAW CUT/ 220155
RIVER CORRIE SASH
76 15% ROCK TO RIOSWAF -N) CONCRETE <SAW CUT
с 158 -CONFORM
(TYP.) tie CURB, (TYP.)N NANCADA TA
/ (N) 4" BALLARD " CONFORM TOS (E) CURB *
IC 15.24 m TM-4
GRADING AND DRAINAGE PLAN 1"=10'-0"
SEE SHEETS A-1.12 AND A-1.12b FOR CUFF BECHTEL
"DETAILED FIRE SAFETY COMPLIANCE INFORMATION FA
• AND ASSOCIATES, LIC
NORTH COUNTY FIRE AUTHORITY REQUIRMENTS:
16.04 "CONFORM TO END S PAE 2016 FRE DEPARTMENT ACCESS SHALL 15 42-
SET MAG O#13 FIRE FLOW FOR PROJECT ALL BE IN CONFORMANCE WEI & SHINER ONSTRUCTION, FIRE FLOW FOR PROJECT IS 2,500 GALLONS PER MINUTE AT :
5) LIGHT POLE
CONCRETE
RASH PAD O R-MA
RIM 15.0 CURB
- 4% PVC (SDR 26) NO SANTANS AN ST AND DRAIN FOR SPRINKLER SYSTEM SHALL EMPTY
SEWER SERVICE
TO TIE TO EXISTING A BRASS HALE, ORVEW
COMMUNITY CENTER
SEWER
California
6°5500 56" PVC (SDR 26)
SEWER SERVICE " SS
132 LF- S=0.01
LATERAL -DRAIN INLET
IN TRASH AREA
RIM 14.0
- 4" PVC (SDR 26) MIXED USE IMPROVEMENTS 570 CRESPI DRIVE SAN MATEO COUNTY *SEWER SERVICE
BUILDING B
SPRINKLER -6" PVC
RISER (SPR 26) ENCE
—100 AMP
SUBPANE METERS- 110 DE CRESPI DRIVE
'TYP. OF 12 S=0.01
#7
-5-CAC 4" BACKFLOW
METER DOUBLE CHECK
• (BLDG A)
-FRE
- EN VAULT
ELECTRIC METER SPRINK FR City of Pacifica
4" BACKFLOW
RISER
SET (18 METERS) DOUBLE CHECK
(BLDG B&C) -4" FIRE SERVICE
1" SEWER RISER
(BLDG A)
• AND CICANOIIT
MIES COON FOR SPRINKI CA
-4 FIRE SERVCE
DRAIN
UTILITIES (BLDG B&C)
(PHONE, CABLE,
(N) JUNCTION PG&G)
OXES FOR 3" DOMESTI
UTILITIES ATER SERVICI
6-GAS
(PHONF CAR F METERS 08
UTILITY
PC&G) BUILDING C
PLAN
_WA TED
SERVICE SPRINKLER
BLOWOFF RISER - (N) FDC
2'-0"
A" CEWER RICER 06/10/22
TAND CICANALIT INV 9.0
FOR SPRINKLER 3S500
DRAIN (N) FIRE
-SS- HYDRANT
9" PVC RACKELOW.
WITH ROY
- WATER CERVICE
-8" PVC (SDR 26) 8" PVC CLEANOUT INV 8.6+
JOINT TRENCH.
CEWER CERVICE
RIM 15.1
110 10 0
INV 8.0 -(N? 8" SEWER
LATEDAI
SEE UTILITY
525.40' #2. NOTE 6/C-0
4016007—
19-5/8" METERS
RESIDFNTIA
-o" PVC (SDR 26) 1-1" METER
SEWER SERVICE 2-1" (COMMON AREA
181 | 5 < 0 0
"OMMERCIAL) -ABANDON 2201552
GRAPHIC SCALE
TF FCOM
BOX TO RE
AD.JUSTFD
_EVICTING TM-5
W/ OWNER
FIRE
UTILITY PLAN RÉP. PRESENT
1"= 10'-0"
CLIFF BECHTEL
STORM WAT-RAR-A SIMMARY TAR-
LEGEND:
• AND ASSOCIATES, LIC
DMA BOUNDARY IMPERVIOUS SURFACES (SF) PERVOUS SURFACES (SF) TREATMENT WATERGARD ECHTEL. PE
PAVEMENT PAVEMENT 2875 REQUIRED
ABBRE VIA IIONS: TOTAL
(4% OF IMP.)
BIORETENTION BASIN
BIORETENTION SWALE DMA 1 58.0
1.449 SO SMAC 80.0
BETTER MANAGEMENT PRACTICES
DMA 2 6.425 1.028 300.0 298.0
DRAINAGE MANAGEMENT AREA
MOTOR CONTROL CENTER DMA 3 2,290 2,475 1,288 1,288 3.76.7 257.8 MCC
TYPICA
DMA 4 8,305 8,305 9,045 381.0
DMA 5 220 294 654 12,393 13,229 13,883
DMA 6 268 1,673 649 2,590 TREATING
DMA 7 5.566 5,566 5.566 TREATING
GRAPHIC SCALE DMA 8 2,279 33.373 35.652 35.652
TOTAL (SF) 746 19,679 7,416 27.84 12 303 33.373 2 083 54.637 82.483 1.0189 787.2 California
1 inch = 20 st
DMA 7
SELF TREATING MIXED USE IMPROVEMENTS 570 CRESPI DRIVE SAN MATEO COUNTY 5,566 SF
TO BS To
2,076 SF City of Pacifica
DMAT
DMA 8 TO BS
9,908 SF
TO VACANT/ DMA 5
UNDEVELOPED AREA DMA 6
TO BB 1 SELF TREATING STORM
SELF TREATING 13.883 Sl
2,590 SF WATER
35,652. SF
MANAGEMENT
PLAN
06/10/22
AS NOTEr
TO BS.
9.045 SF
MA S
TO BS 3
22015529
3,763 SF
GRAPHIC SCALE TM-6
STORM WATER MANAGEMENT PLAN 1"= 20'-0"
CUFF BECHTEL
3:1 SIDE SLOPE • AND ASSOCIATES, LLC
MAXIMUM SH FA RESAR AT 16* .C. BOTA DARECTIONS
5'-0" - EDGE OF
WALK
Vyyyyyy vyyyy
RIO CIL TER COI TO RI
S COA BASE
50 CM (19.7") SPECIFICATIONS , BIO FILTERING SOIL COMPACTED TO 80% TO 85%
PER ENGINEERS RELATIVE COMPACTION
16.7 CM ‹6.6") 25 CM (9.8") UNIT SIZE - 50 CNXX 2 20X1 5 42X402×11 X 25 CM SPECIFICATIONS MAXIMUM FOR FUTURE
CONCRETE PAVEMENI
AVAILABLE IN 9 STANDARD ROLL SIZES INSTALL 2" LAYER PLANT GROWTH OF CLASS 2 - 4" CONCRETER AT
UNIT WEIGHT 2.0 KG RAMS. PERMEABLE BASE ROCK 18" O.C. BOTH DIRECTIONS • 6",
STRENGTH - 1121 KG/CM (15,940 PSI›
RESIN - 100% RECYCLED HDPE
California
12° - SPAN ROCK - LOOSE / SCARIFIED
PLAN BOTTON 05% OAGC BASE M GEOTECHNICAL
1" PERF. COLLECTIOI SLOPED AT 2%
GRASCPAVEA COLARES
IPE, HOLES FACE DOW
CONCRETE PATH
ADJACENT GRASSPAVEZ UNITS
BIO SWALE SECTION
RETO NO S ARREST
(BS-2, BS-3, AND BS-4) OPENINGS
_SEE ENLARGEMENT BELOW O AREA PLANTII LATER PER
D GROUND COVER 3:1 SIDE SLOPE
MAXIMUN
-2.3 CM <0.9") SUPPLIED FREE BY MANUFACTURER 3'-11"
RINGS FILLED WITH CONCRETE SAND ‹CLEAN, SHARP SAND› OPEN-GRADEO BASE BY HAND TAMPING OR 6* MINIMUM RE AT EDGE OF CONTAINMENT
_COMPACTED SANDY GRAVEL ROAD BASE MIXED USE IMPROVEMENTS 570 CRESPI DRIVE SAN MATEO COUNTY
PER VIOUS PAVER
COEPTH OF BASE COURSE TO BE
NETERMINEN RY ON-SITE ENGINEER)
2 SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION PERVIOUS ASPHALT
SPECIFICATIONS
COMPACTED SUBGRADE, —8" CONCRETE
VSTALL 2" LAYE! #4 AT
SECTION
PERMEABLE BASE ROCK
- TOP, GRASSE TOP ASIMM
VANAWAN - GRANAPAYIT FASTENER SITH
- RINGS FILLED WITH CONCRETE SAND ‹CLEAN, SHARP SAND›
12" SAN CAN DRE COMS. BASE BELOW PERMEABLE BASE
COMPACTED SANDY GRAVEL SCOE AT BOTON OCEAN DRAIN- OR GRADE PER GEOTECHNICAL ATE, HOLES FACE DOWN 4" PERF. ECOMMENDATIONS
ENLARGEMENT → SEE FULL TECHNICAL SPECIFICATIONS FOR COMPISITION
PERVIOUS ASPHALT
NOTE: GRANDSCAPE DESIGN SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT IR BIO SWALE SECTION WEST OF BUILDING A (BS-1) ROA SMENT SECTIONS
GRASS PAVE DETAIL
NOT TO SCALE
BOT TO SCATENTION SWALE/PLANTER TO SCALE
CIVIL
- 3'-0" MIN.- DETAILS
2'-6" SEE PLANS FOR
- FINISH GRAD
24" CONCRETE BOX
OPENING SEC PROTECTIN DATE 06/10/22
CALE AS NOTED
10" SD 8" SD REVISIONS:
VEGETATED
FLOW ARE RETENTION
BASE IN FELORETE
CURB OPENING 3'-0" MIN.-
EDEO ROCK DERVEL
NOT TO SCALE ANISH GRAD
3" MIN
RAWN J.G.
HECKED C.B.
CONCRETE
ROCK LINED NOT SAE BOX JOB No. 2015522
HEFT NO
SITE SWALES
CATSH BASIN WITH SEDIMENT TRAP TM-7
NOT TO SCALE
& CHEETO