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CABRILLO HIGHWAY(STATE HIGHWAY No.1)

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N52°39'30"E 188.52' (N52°39'09"E 188.49')(1)

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CABRILLO HIGHWAY(STATE HIGHWAY No.1)

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CABRILLO HIGHWAY(STATE HIGHWAY No.1)

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N52°39'30"E 188.52' (N52°39'09"E 188.49')(1)

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M I Architects, Inc.

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1 SITE PLAN SD1

SITE PLAN LEGEND

DRAWING INDEX

SITE INFO

VICINITY MAPPROJECT SITEAPN #022-031-300

GENERAL NOTES

PROJECT DIRECTORY

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CABRILLO HIGHWAY

(STATE HIGHWAY No.1)

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PARCEL0.288 ACRES

APN: 022-031-300

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8

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APN: 022-031-120

APN: 022-031-080

APN: 022-031-280

APN: 022-031-290

XXX

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SW LINE LOTS 22-29 OF "ROCKWAY BEACH",

5 MAPS 44, PER (1)

N52°39'30"E 188.52' (N52°39'09"E 188.49')(1)

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APN: 022-031-300

4475 CABRILLO HWY

CITY OF PACIFICA, SAN MATEO COUNTY , STATE OF CALIFORNIA

APRIL, 2017 SCALE: 1"=10'

RFE ENGINEERING, INC.

SURVEYOR'S STATEMENT:

I HEREBY STATE THAT THIS IS A CORRECT REPRESENTATION OF A TOPOGRAPHIC

SURVEY MADE UNDER MY DIRECTION IN APRIL, 2017.

__________________________________

WILLIAM F. MCKINNEY, PLS 4715

EXPIRATION: SEP 30, 2019

_________________

DATE

BOUNDARY & TOPOGRAPHIC SURVEY

VICINITY MAP

NOT TO SCALE

PROJECT SITE

BLOCK WALL

EASEMENT

ROW

CENTERLINE

SW, CURB & GUTTER

DITCH / FLOWLINE

EP

STORM DRAIN

SANITARY SEWER

WATER

GAS LINE

SDMH

DROP INLET

SSMH

SSCO

FIRE HYDRANT

WATER VALVE

WATER METER

UTILITY POLE

FENCE

RETAINING WALL

INDEX CONTOUR

INTERMEDIATE CONTOURS

TREE & DRIP

JUNCTION/PULL BOX

SIGN

LEGEND

EXISTINGDESCRIPTION

TRUNCATED DOMES

BOLLARD

X X

CONTROL POINT

PROPERTY LINE

/// /// ///

BUILDING

S

D

100

100.00

PK

LIGHT

BENCHMARK:

THE BENCHMARK USED FOR THIS SURVEY WAS THE NGS MONUMENT

DESIGNATED (D 211 - PID HT0462) WHICH IS A BENCH MARK DISC STAMPED “D 211

1935” SET IN THE TOP AND 1.3 FEET NORTHEAST OF THE SOUTHWEST END OF

THE SOUTHWEST CONCRETE WING WALL OF A CONCRETE BRIDGE OVER A

CREEK SOUTHWEST OF THE INTERSECTION OF ROCKAWAY BEACH AVENUE AND

BUEL AVENUE.

ELEVATION = 70.71 FEET (NAVD 88 DATUM)

BASIS OF BEARINGS:

THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF FASSLER

AVENUE, SHOWN HEREON AS N 37° 19' 24” E, SAID CENTERLINE BEING SHOWN ON

THAT CERTAIN RECORD OF SURVEY MAP FILED FOR RECORD IN THE OFFICE OF

THE RECORDER OF SAN MATEO COUNTY IN BOOK 8 OF L.L.S. MAPS, AT PAGE 14

AND 15, AND WAS ESTABLISHED FROM THE FOUND RECORD MONUMENTS SHOWN

HEREON.

DATE OF FIELD WORK:

APRIL 6,2017

1

1

CONCRETE CONC

ELECTRICAL ELEC

UNDERGROUND UG

ASPHALT CONCRETE

AC

UTILITY NOTES:

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY

INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT

THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,

EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT GUARANTEE

THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED

ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE

FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE

UNDERGROUND UTILITIES.

TTELEPHONE MANHOLE

DETAIL "A"

SEE DETAIL "A"

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CHAIN-LINK FENCE

SEE DETAIL "B"

FOUND MONUMENT AS SHOWN HEREON

( )(1) - RECORD DATA PER BOOK 8 , L.L.S. MAPS, PAGE 14 & 15

0.5'

⅊

TO BREAKLINE ABOVE

TO BREAKLINE BELOW

NOTES:

NO PARKING CONTROL SIGNS ON SITE

NO PAVEMENT MARKINGS ON SITE

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No. 4715

Exp. 09-30-19

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WILLIAM F.

McKINNEY

February 22, 2019

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///

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M I Architects, Inc.

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NOPARKING

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SECTION

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SD2

3 CONCRETE WHEEL STOP3/4" = 1'-0"

4 CONCRETE SLAB1" = 1'-0"

10 CONCRETE WALK1 1/2"=1'-0"

7 CONTROL JOINT DETAIL1 1/2"=1'-0"

12 EXPANSION JOINT DETAIL1 1/2"=1'-0"

20 ISOLATION JOINT3" = 1'-0"

18 ACCESSIBLE PARKING WARNING SIGN1" = 1'-0"

17 VAN ACCESSIBLE PARKING SIGN1" = 1'-0"

16 ACCESSIBLE PARKING STALL3/16" = 1'-0"

1 NOT USED-

2 AREA LIGHT3/8" = 1'-0"

6 TRUNCATED DOMESN.T.S.

19 GUARD POST3/4" = 1'-0"

5 PLANTER CURB1" = 1'-0"

15 ISOLATION JOINT SECTION3" = 1'-0"

9 CONCRETE PAVING1" = 1'-0"

8 NOT USED-

14 FLEXIBLE PAVINGN.T.S.

13 INTERNATIONAL SYMBOL 1"=1'-0"

X X X X X X X

PLAN

A- NORTHWEST ELEVATIONB- NORTHEAST ELEVATION

ROOF FRAMING PLAN

A B

M I Architects, Inc.

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SD3

13 NOT USEDNONE

17 GATE DETAIL3/4" = 1'-0"

5 BIKE RACK3/4" = 1'-0"

14 NOT USED-

20 NOT USEDNONE

15 NOT USEDNONE

10 NOT USEDNONE

4 ACCESSIBLE RAMP SECTION1/2" = 1'-0"

9 ACCESSIBLE CURB RAMP1/4" = 1'-0"

8 TRASH ENCLOSURE PLAN & ELEVATIONS1/4"=1'-0"

16 TRASH ENCLOSURE WALL SECTION1" = 1'-0"

12 GATE LATCH1 1/2"=1'-0"

18 TRASH ENCLOSURE FRAMING1" = 1'-0"

19 DOWNSPOUT TO SPLASH BLOCK1 1/2"=1'-0"

T

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CABRILLO HIGHWAY

(STATE HIGHWAY No.1)

F

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PARCEL0.288 ACRES

APN: 022-031-300

APN: 022-031-120

APN: 022-031-080

APN: 022-031-280

APN: 022-031-290

XX

XX

XX

XXX

///

//////

S

SW LINE LOTS 22-29 OF "ROCKWAY BEACH",

5 MAPS 44, PER (1)

N52°39'30"E 188.52' (N52°39'09"E 188.49')(1)

NOPARKING

DMA-1

13,133 SF

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PARCEL0.288 ACRES

APN: 022-031-300

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APN: 022-031-120

APN: 022-031-080

APN: 022-031-280

APN: 022-031-290

XX

XX

///

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SW LINE LOTS 22-29 OF "ROCKWAY BEACH",

5 MAPS 44, PER (1)

X-1

13,133 SF

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Suite 160, R

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95661

Ph: 916-772-7800 F

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engineering.com

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41805 ALBRAE STREET,

2ND FLO

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FREM

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CO

NTACT: SUNNY G

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PH: (

510) 270-3411

3/4/2019

1

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8Know what's below.

Call before you dig.or (800) 227-2600

1

LEGEND

DRAINAGE

MANAGEMENT AREA

ID AND AREA

DRAINAGE

MANAGEMENT AREA

BOUNDARY

OVERLAND RELEASE

OVERLAND FLOW

DIRECTION

DMA-1

4,488 SF

SOURCE CONTROL MEASURES

1. MARK ON-SITE INLETS WITH THE WORDS “NO DUMPING! FLOWS TO BAY” OR

EQUIVALENT.

2. PLUMB INTERIOR FLOOR DRAINS TO SANITARY SEWER (OR PROHIBIT).

3. RETAIN EXISTING VEGETATION AS PRACTICABLE.

4. LANDSCAPING:

- SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE. INCLUDE PLANTS

THAT ARE PEST- AND/OR DISEASE-RESISTANT, DROUGHT-TOLERANT,

AND/OR ATTRACT BENEFICIAL INSECTS.

- MINIMIZE USE OF PESTICIDES AND QUICK-RELEASE FERTILIZERS.

- USE EFFICIENT IRRIGATION SYSTEM; DESIGN TO MINIMIZE RUNOFF.

5. REFUSE AREAS:

- PROVIDE A ROOFED AND ENCLOSED AREA FOR DUMPSTERS, RECYCLING

CONTAINERS, ETC., DESIGNED TO PREVENT STORMWATER RUN-ON AND

RUNOFF.

- CONNECT ANY DRAINS IN OR BENEATH DUMPSTERS, COMPACTORS, AND

TALLOW BIN AREAS SERVING FOOD SERVICE FACILITIES TO THE SANITARY

SEWER.8

6. FUELING AREAS:

- FUELING AREAS SHALL HAVE IMPERMEABLE SURFACE THAT IS A)

MINIMALLY GRADED TO PREVENT PONDING AND B) SEPARATED FROM THE

REST OF THE SITE BY A GRADE BREAK.

- CANOPY SHALL EXTEND AT LEAST 10 FT. IN EACH DIRECTION FROM EACH

PUMP AND DRAIN AWAY FROM FUELING AREA.

7. MISCELLANEOUS DRAIN OR WASH WATER:

- DRAIN CONDENSATE OF AIR CONDITIONING UNITS TO LANDSCAPING.

LARGE AIR CONDITIONING UNITS MAY CONNECT TO THE SANITARY SEWER.

- ROOF DRAINS FROM EQUIPMENT DRAIN TO LANDSCAPED AREA WHERE

PRACTICABLE.

- DRAIN BOILER DRAIN LINES, ROOF TOP EQUIPMENT, ALL WASH WATER TO

SANITARY SEWER.8

FLOOD PLAIN:

PER THE FEMA FLOOD RATE MAP NO. 06081C0126F DATED AUGUST 2, 2017.

THE PARCEL IS IN ZONE "X" (OUTSIDE OF THE 500 YEAR FLOOD PLAIN).

IMPERVIOUS/PERVIOUS CREATION AND REPLACEMENT (SF)

EXISTING

IMPERVIOUS

TO BE

REPLACED

NEW

IMPERVIOUS

CONVENTIONAL

ROOF

(REPLACED

IMPERVIOUS)

LANDSCAPING

TO BE

REPLACED

NEW

LANDSCAPING

TOTAL NEW &

REPLACED

IMPERVIOUS

1,119 5951,310

24 2803,024

NOTE:

SINCE THIS PROJECT WILL CREATE LESS THAN 5,000 SF OF NEW PLUS REPLACED IMPERVIOUS AREA,

THIS PROJECT IS EXEMPT FROM THE STORMWATER QUALITY DESIGN MEASURES OF THE C.3 MANUAL

100-YEAR STORM PEAK FLOWS:

PRE-CONSTRUCTION PEAK FLOW = 0.81 CFS

POST-CONSTRUCTION PEAK FLOW = 0.82 CFS

EXISTING CONDITIONS

PROPOSED IMPROVEMENTS

DRAINAGE SHED IMPERVIOUS AREAS (SF)

SHED IMPERVIOUS PERVIOUS TOTAL % IMPERVIOUS

X-111,577

1,556 13,133

88.15%

DMA-111,892

1241 13,133

90.55%

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(STATE HIGHWAY No.1)

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(STATE HIGHWAY No.1)

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(STATE HIGHWAY No.1)

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CABRILLO HIGHWAY

(STATE HIGHWAY No.1)

F

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CABRILLO HIGHWAY

(STATE HIGHWAY No.1)

F

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N52°39'30"E 188.52' (N52°39'09"E 188.49')(1)

X

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S M I Architects, Inc.

SHELL G

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CAB

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VICINITY MAPPROJECT SITEAPN #022-031-300

1 LANDSCAPE PLAN

LA1

Landscape ArchitectureUrban Design

Menlo Park, CA 94025640 Menlo Ave, Suite 10

Tel 650 326 6100a s s o c i a t e s

ca@ciardella-assoc.comF 650 285-4527

Ciardella

PLANTING NOTES

PLANTING LEGEND

TREE PLANTING AND STAKINGPLANITNG INSTALATION AND LAYOUT

2 HYDROZONE IRRIGATION PLAN

CO2

4475

Food Mart

Emergency PumpShut-Off Device

A1.1

1 CONVENIENCE STORE FLOOR PLAN

M I Architects, Inc.

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2 NORTHWEST ELEVATION

GENERAL NOTES

3 NORTHEAST ELEVATION

A1.2

M I Architects, Inc.

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2 SOUTHEAST ELEVATION3 SOUTHWEST ELEVATION