(2012-07-27)-v12123-navajo-zds t-1 (1) · 2012. 7. 30. · zoned = cn-1-2 use = veterinarian...

1. PLACEMENT OF A 20KW EMERGENCY GENERATOR WITH 90 GALLON DIESAL FUEL TANK ON CONTAINMENT PAD WITHIN A NEW CMU ENCLOSUREMETAL

MINIMUM

NUMBER

MULLIONNATURALNORTH

NOT TO SCALE

MEZZANINE

MISCELLANEOUSMOULDING

NOT IN CONTRACT

OPENING

PANELPENNYPLASTERPLASTICPLATE

ON CENTEROUTSIDE DIAMETER

OPPOSITE

PLYWOODPOLISHPOUND

ROOMROUND

RADIUS

PROPERTY LINE

REINFORCE(ING)

SCHEDULE

SOUTH

SECTIONSHEETSIMILAR

SQUARE

STEEL

SYSTEM

SPECIFICATIONS

STANDARD

STRUCTURALSUSPEND(ED)

PLUMBING

MEMBRANE

TYPICAL

TELEPHONE & POWERTEMPEREDTHICK(NESS)THRESHOLDTOP & BOTTOMTOP OF CURBTOP OF PARAPETTOP OF SHEETINGTOP OF WALL

VERTICAL

WATER

VENTILATE(TION)

WEIGHT

WESTWITHWOOD

WELDED WIRE FABRIC

WATER CLOSET

THR.JOINTJT.CONTINUE(OUS)CONT.

KIT.

LAV.LT.LIN.

LAB.LAM.

K.C.P.

M.O.

MFR.

MECH.

MAS.

MAT.MAX.

LVR.DRAWINGDWG.

DRY STANDPIPE

ELECTRIC(AL)

DRINKING FOUNTAIND.S.P.D.F.

ELEC.E.EA. EACH

EAST

DEGREE

DOUBLE

DIAMETERDIMENSIONDISPENSER

CONTRACT(OR)

DOWNSPOUT

DIM.DISP.

DN.DBL.DR.

DSDOWN

DOOR

DIAM./Ø

DEG./°

CONTR.

DET. DETAIL

WT.MANUFACTURE(ER'S)

MASONRY OPENINGMATERIAL

MASONRY

MECHANICALMAXIMUM

WW.W.F.

W/WD.

KEENE'S CEMENT

LABORATORYLAMINATED

LINEALLIGHTLAVATORY

LOUVER(ED)

PLASTERKITCHEN

TYP.

W.

VERT.VENT.

W.C.

T.W.T.S.T.O.P.T.C.T & B

PLYWD.FUTUREFUT.BOARDBD.

G.I.G.

G.L.

H.M.HT.

H.B.

GA.

GAL.GALV.

GLU.LAM.GYP.

HDW.HDWD.

HORIZ.

I.D.

JAN.

INT.

INFO.ILLUM.

INSUL.

INTER.

H.W.

CERAMICCER.CHANNELCLEAN OUT

CLOSET

COLUMNCOLD WATER

COMBINATIONCOMPOSITION

CONCRETECONFERENCECONNECTION

COMMUNICATION

COL.

COMPO.COMB.

CONF.CONC.

CONN.

COMM.

CLR.C.O.[

C.W.CLO.

CLEAR

BOTTOMBUILDING

BOTH WAYS

CEILINGCEMENT

CASED OPENINGCAST IRONCATCH BASINCAULKING

CENTER LINE

CABINET

C.I.

CLKG.CLG.

C.B.

CCEM.L

BLDG.BOT.B.W.

C.O.CAB.

SIM.HOLLOW METAL

INSULATE(TION)INSIDE DIAMETERILLUMINATE(D)

JANITOR

INTERIORINTERMEDIATE

HOSE BIBBHORIZONTAL

INFORMATION

HOT WATER

STRUC.SUSP.

THK.TEMP.T & P

SYS.

SPECS.S.

STL.STD.SQ./

GLUED LAMINATE

HARDWARE

GYPSUM

HEIGHTHARDWOOD

GAS

GALVANIZEDGALLON

GLASSGAUGE

RM.

SCHED.

RD./Ø

SHT.SEC.

LPLB./#POL.

REINF.RAD./R.

EL.

EQ.

EXH.

ENT.

EXT.

F.S.

FIX.

FLR.F.L.

FIN.

EXP.

ELEV.ENCL.

EQUIP.

EXIST.

EXPO.

FLSH.

F.O.F.

FT./'FTG.

FUR.

FLUOR.

FDN.

F.D.

ARCHITECT(URAL)ARCH.ASPHALT

BASEMENTBATHROOM

ASPHALTIC CONCRETE

BETWEEN

BEDROOM

BLOCK(ING)

B.

BLK.(G)BET.BEL.BR.BM.

BELOW

BEAM

BSMT.

ASPH.

@A.C.

AT

ALUMINUM

ACOUSTIC(AL)ADHESIVEADJUSTABLEADMINISTRATION

ALTERNATEAIR CONDITIONING

APPROXIMATE(LY)

ANCHOR BOLT

A/C

ALUM.

APPROX.

&A.B.

ALT.

ANGLEAND

ADMN.ADJ.ADH.ACABV. ABOVE

FACE OF FINISH

FLOOR DRAIN

FOUNDATIONFOOTINGFOOT

FURRING

FLUORESCENT

FLOW LINEFLOORFLASHINGFIXTUREFINISHFACE OF STUD

PNL.

LPPL./PLAST.PLAS.

PLBG.

d

OPNG.O.D.

OPP.

O.C.

EXPOSED/EXPOSURE

EQUIPMENT

EXISTINGEXHAUST

EXTERIOR

EXPANSION

ENCLOSUREELEVATORELEVATION

EQUALENTRANCE

MLDG.

NAT.MULL.

N.I.C.N.T.S.NO./#

N.

MEZZ.MET.MEMB.

MISC.MIN.

ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ACCEPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES:

CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME

PLAN VERIFICATIONEXISTING ANTENNA

EXISTING ANTENNA

MECH. GRND. CONN.

CADWELD

GROUND ACC. WELL

ELECTRICAL BOXE

T TELEPHONE BOX

LIGHT POLE

DETAIL REF.

GRID REF.

SET POINT

SPOT ELEV.

FOUNDATION

REVISIONS1

X

ELEVATION REF

WORK POINT

MATCH LINE

SET POINT

SECTION REF

GRND CONDUCTOR

TELE CONDUITTWOOD BLOCKING

ELEVATION REF

CHAIN LINK FENCE

WORK CONT

CENTERLINE

OVERHEAD SERV CONDUCTOR

E

A COAXIAL CABLE

T/E

X

EXISTING MASONRY

PLASTER

CONCRETE

EARTH

GRAVEL

PLYWOOD

SAND

STEEL

SITE

Start out going Head southwest on Sand Canyon Ave toward Barranca Pkwy,Merge onto I-405 S via the ramp to San Diego,Merge onto I-5 S,Continue on I-805 S (signs for I-805 S).Take the exit onto I-8 E toward El Centro.Take exit 9 for Waring Rd,Exit 9 turns left and becomes Waring Rd.Turn left at Mound Ave/Princess View Dr Continue to follow Princess View Dr,Turn right at Mission Gorge Rd,Turn right at Golfcrest Dr,End at 7880 Golfcrest Dr, San Diego, CA 92119.

40 SQ. FT.

TYPE V B

CN-1-2

CITY OF SAN DIEGO

B (COMMERCIAL OFFICE BUILDING)

CONSTRUCTION TYPE:

IMPROVEMENT AREA:

LEGAL DESCRIPTION:

ELEVATION:

SEE SHEET A-1

501' AMSL

LONGITUDE:

LATITUDE:

OCCUPANCY:

JURISDICTION:

SITE PARCEL NO:

ZONE:

371-120-73

32° 49' 03" N

117° 02' 50" W

TITLE SHEET

C.W.

T-1

T-1

1

wireless

REVISION DESCRIPTIONREV. DATE/BY.

APPROVED BY: INITIALS: DATE:

LANDLORD:

VZW SITE AQ:ZONING:

VZW RF:

VZW INTERCONNECT:

VZW UTILITY COOR:

VZW COST. MGR:

VZW PROJECT MGR:

A & E DEVELOPMENT

SITE BUILDER

ENGINEER / CONSULTANT

APPROVALS

SITE INFO:

SHEET TITLE:

DRAWING INFO:

SHEET NUMBER:

SITE NAME:

SITE ADDRESS:

DRAWN BY:DWG. NAME: DATE:/WEJ #:

OF 5

V12123

VERIZON WIRELESS15505 SAND CANYON AVE.BUILDING "D" 1st. FLOORIRVINE, CA 92618CONTACT: SITE DEVELOPMENTPH: (949) 286-7000

DICK MCLAUGHLIN7880 GOLFCREST DRIVESAN DIEGO, CA 92119.

CONTACTS:

APPLICANT:

JOB ADDRESS:

PROPERTY OWNER:

SITE ACQ: PLANCOM INC. DARREL W. DAUGHERTY PH: (619)917-8703ZONING: PLANCOM INC. DARREL W. DAUGHERTY PH: (619)917-8703CONSTRUCTION: VERIZON WIRELESS ROGER HOUSTON PH: (949)286-8791

7880 GOLFCREST DRIVESAN DIEGO, CA 92119

NAVAJO

C.W.

JULY 30, 2012

ZONING DRAWINGS

SURVEYOR:

ARCHITECT:

MP SURVEYORS17821 SKY PARK CIRCLEIRVINE, CA 92614(949) 250-0272(949) 250-0275 FAX

JULY 30, 2012

W.E. JACKSON CORPORATION5900 WILSHIRE BLVD., SUITE 2600LOS ANGELES, CA 90036CONTACT: MR. BILL JACKSON(323) 330-0599

1 2010 CALIFORNIA ADMINISTRATIVE CODE (INCL. TITLE 24 & 25)

2 2010 CALIFORNIA BUILDING CODE

3 2010 CALIFORNIA FIRE CODE

4 2010 CALIFORNIA MECHANICAL CODE

5 ANSI/EIA-222-F LIFE SAFETY CODE NFPA-110

6 2010 CALIFORNIA PLUMBING CODE

7 2010 CALIFORNIA ELECTRIC CODE

8 LOCAL BUILDING CODE

9 CITY/COUNTY ORDINANCES

SITE PLAN 1LEGAL DESCRIPTION116"=1'-0"

SITE PLAN,

GENERAL NOTES &LEGAL DESCRIPTION

C.W.

A-1

A-1

2

wireless


LANDLORD:

VZW SITE AQ:ZONING:

VZW RF:

VZW INTERCONNECT:

VZW UTILITY COOR:

VZW COST. MGR:

VZW PROJECT MGR:

A & E DEVELOPMENT

SITE BUILDER

APPROVALS

SITE INFO:

SHEET TITLE:

DRAWING INFO:

SHEET NUMBER:

SITE NAME:

SITE ADDRESS:


OF

A-21



PARCEL 1:PARCEL J. IN THE CITY OF SAN DIEGO. STATE OF CALIFORNIA, ASSHOWN AT PAGE 3417 OF PARCEL MAPS, FIELD IN THE OFFICE OFTHE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY 23, 1975.

PARCEL 2:THAT PORTION OF LOT 253 OF AMENDED MAP OF PRINCESS GARDENSUNIT NO. 6. IN THE CITY OF SAN DIEGO, COUNTY OF SAND DIEGO.STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO. 8015. FIELDIN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,SEPTEMBER 5. 1974. DESCRIBED AS FOLLOWS:

BEGINNING AT THE MOST EASTERLY CORNER OFSAID LOT 253; THENCEALONG THE BOUNDARY OF SAID LOT 253 AS FOLLOWS: N38°01'02"W,11.92 FEET; THENCE N81°53'00"W, 84.31 FEET TO A POINT ON THEARC OF A 1563.00 FOOT REDIUS CURVE, CONCAVE NORTHWESTERLY. AREDIAL UNE OF SAID CURVE BEARS S30°40'50"E TO SAID POINT; AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH ACENTRAL ANGLE OF 02°32'16" A DISTANCE OF 69.23 FEET; THENCELEAVING SAID BOUNDARY S28°08'34"E. 1.10 FEET; THENCEN77°09'35"E. 87.00 FEET, THENCE S83°30'00"E. 65.00 FEET TO THESOUNTEASTERLY LINE OF SAID LOT 253: THENCE ALONG SAIDSOUTHEASTERLY LINE, N36°37'59"E. 2.13 FEET TO THE POINT OFBEGINNING.

LEGAL DESCRIPTION

M I S S I O N G O R G E R O A D.

G O

L F

C R

E S

T D

R I V

E.

EXISTING TELECOMM. SITE

EXISTING MONOPINEPORPOSED PINE NEEDLE

SOCKS TO BE INSTALLED OVER EXIST. PANEL ANTENNAS

EXISTING PARKING AREA

PROPERTY LINE

EXISTING 2-STORY BUILDING

EXISTING EQUIPMENT

PROPOSED RELINED PARKING AREA10'-0" SIDEYARD SETBACK LINE

10'-0" BACKYARD SETBACK LINE

PROPOSED PINE TREES

EXISTING GARAGE

PROPOSED PARKING SPACESW/ STOP/BUMPERS

5

GENERAL SITE NOTES:EXISTING BUILDING SQ. FT. = 4530PROP. GARAGE/SHELTER = 135 TOTAL = 4665REPLACEMENT PARKING SPOTSTOTAL CUBIC YARDS OF CUT = 6MAXIMUM HEIGHT = 18"PROPOSED GARAGE/SHELTERTOTAL CUBIC YARDS OF CUT = 2 MAXIMUM HEIGHT = 10"

2%

SLO

PE

EXIST. CONCRETE FLOW LINE

BUILDING DESCRIPTIONS

EXISTING BUILDINGS EAST OF PROPOSED PROJECT:ZONED = CN-1-2 USE = APARTMENT/CONDO

EXISTING BUILDINGS SOUTH OF PROPOSED PROJECT:ZONED = CN-1-2 USE = VETERINARIAN

EXISTING BUILDINGS WEST OF PROPOSED PROJECT:ZONED = R-1 USE = SINGLE FAMILY/RESIDENTIAL NOTE: ADDRESS NUMBERS ABOVE

EXISTING GARAGE OPENING PER FHPS POLICY P-00-6

EXISTING BUILDINGS EAST OF PROPOSED PROJECT:ZONED = CN-1-2 USE = COMMERCIAL OFFICE

GENERAL GRADING NOTES

JUL. 30, 2010

NO NEW RETAINING WALLS ARE PROPOSED FOR THIS SITE

DO NOT DRAIN OVER 2:1 SLOPES.

TO PREVENT EROSION OF THE PAD, 4" OF CRUSHED ROCK WILL BE PLACED OVER THE SITE OF RELATIVELY FLAT AREA.

SLOPE AWAY FROM BUILDING AT 2% FOR A MINIMUM OF 5' FROM THE BUILDING.

HYDRO-SEED ALL DISTURBED LAND AREA NOT USED FOR ROADS OR PAD AREA WITH NATIVE DROUGHT RESISTANT PLANT SEED.

HIGHEST POINT OF EXCAVATION OF THE PROPOSED PARKING SPACES IS 6 INCHES.

DEEPEST POINT OF EXCAVATION OF THE PROPOSED SHELTER IS 12 INCHES INCLUDING TRENCH WORK AND FOOTINGS.

TOTAL CUBIC YARDS OF CUT FOR THE PROPOSED PARKING SPACES IS 4 AND TOTAL CUBIC YARDS CUT FOR THE SHELTER INCLUDING TRENCHING IS 3.

TRENCH DEPTH IS 12 INCHES AND LINEAR RUN IS 32 FEET AT THE SHELTER WALL FOOTINGS AND 8 FEET FOR THE TOTAL CONDUIT RUN.

3.

6.

5.

4.

1.

2.

7.

8. EXISTING FIRE HYDRANT WITHIN

600'-0"

9.

DISTURBED AREA.... 480 (S.F.) = .01 (ACRES)CUT QUANTITIES........ 7 (CUBIC YARDS)FILL QUANTITIES....... 4 (CUBIC YARDS)

MAX. CUT DEPTH/SLOPE RATIO..... 1 (FT) / X:Y (2:1 MAX)MAX. FILL DEPTH/SLOPE RATIO.... 1 (FT) / X:Y (2:1 MAX)EXPORT................................................. 3 (CUBIC YARDS)

THIS PROJECT PROPOSES TO EXPORT XXXX CUBIC YARDS OF MATERIAL FROM THIS SITE. ALL EXPORT MATERIAL SHALL BE DISCHARGED TO A LEGAL DISPOSAL SITE. THE APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF THE MATERIAL. ALL SUCH ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT.

AN AS-GRADED GEOTECHNICAL REPORT SHALL BE SUBMITTED TO BOOTH 32 ON THE THIRD FLOOR OF THE DEPARTMENT SERVICES WITHIN 15 CALENDAR DAYS OF COMPLETION OF GRADING. AN ADDITIONAL SET SHALL BE PROVIDED TO THE FIELD INSPECTION DIVISION.

C.W.

JULY 30, 2012

ZONING DRAWINGS

PROPOSED GENERATOR ENCLOSURE

V12123

(E) LIGHTS (TYP.)

1

A-3

PROPOSED STREET TREES

EQUIPMENT PLAN 1

EQUIPMENT PLAN

C.W.

A-2

A-2

3

wireless


LANDLORD:

VZW SITE AQ:ZONING:

VZW RF:

VZW INTERCONNECT:

VZW UTILITY COOR:

VZW COST. MGR:

VZW PROJECT MGR:

A & E DEVELOPMENT

SITE BUILDER

APPROVALS

SITE INFO:

SHEET TITLE:

DRAWING INFO:

SHEET NUMBER:

SITE NAME:

SITE ADDRESS:


OF14" = 1'-0"



EXISTING BUILDING

EXISTING COVERED WALKWAY

EXISTING PLANTERS

EXISTING 2-CAR GARAGE

PROPERTY LINE

EXIST. FENCE

EXIST. TRASH ENCLOSURE

EXISTING ELECT. PANEL

EXISTING CONDUIT RUN IN ARCHED WALL

PROPOSED UNDERGROUND CABLE TRENCH RUN TO EXIST. ELECT. PANEL

EXISTING VERIZON EQUIPMENT AREA

5

NEW MQ 20 KW SSS GENERATOR WITH 90 GAL. DOUBLE HULL FUEL TANK

2%

SLO

PE

JUL. 30, 2010

C.W.

JULY 30, 2012

ZONING DRAWINGS

PROPOSED RELINED PARKING

(CURB STOPS TO ALIGN)

EXISTING MONOPINEPORPOSED PINE NEEDLE SOCKS TO BE INSTALLED OVER EXIST. PANEL ANTENNAS

PROPOSED 2 PARKING SPACESW/ WHEEL STOP

2%

SLO

PE

EXIST. CONCRETE FLOW LINE


2

A-3

2

A-3

PROPOSED 5'-0" WIDE NON-EXCLUSIVE CONDUIT EASEMENT

10'-0"18'-0"

9'-0" 9'-0"

18'-0

"

12'-0

"1'-

0"

7'-1"

3'-3

"

8'-8"

1'-4"

6'-0"

1'-4"

5'-0"

V12123

EXISTING LIGHTS(TYP.)

2

A-3

2

A-3

EXISTING PARKING

EXISTING PARKING

NEW CONCRETE STOOP

NEW 8X4X16 CMU SLUMP STONE WALL IN TAN TO MATCH EXISTING WALLS

NEW SOLID WOOD GATES

NEW CONCRETE CONTAINMENT CURB

NEW CONCRETE CURB

PROPOSED STREET TREE

NEW CONCRETE CURB

7880

EXTERIOR ELEVATION &ENCLOSURE ELEVATIONS

C.W.

A-3

A-3

4NORTH ELEVATION 114" = 1'-0"

wireless


LANDLORD:

VZW SITE AQ:ZONING:

VZW RF:

VZW INTERCONNECT:

VZW UTILITY COOR:

VZW COST. MGR:

VZW PROJECT MGR:

A & E DEVELOPMENT

SITE BUILDER

APPROVALS

SITE INFO:

SHEET TITLE:

DRAWING INFO:

SHEET NUMBER:

SITE NAME:

SITE ADDRESS:


OF



V12123

EXISTING EQUIPMENT BEYOND

EXISTING BUILDING BEYOND

7'-4

"

5

JUL. 30, 2010

EXISTING CHIMNEY

C.W.

JULY 30, 2012

ZONING DRAWINGS

SHELTER ELEVATIONS 212" = 1'-0"


EXISTING MONOPINEPINE NEEDLE SOCKS

TO BE INSTALLED OVER EXIST. PANEL

ANTENNAS

30

'-0

"

EXISTING CHIMNEY

EXISTING TREE

PROPOSED PERGOLA ROOF


NEW SOLID WOOD GATES


7'-4

"

7'-4

"

7'-4

"2'-4"

9'-8"

2'-4"

9'-8"

9'-8"

2'-4"

OPENOPEN OPEN

2X3 ALUMINUM TRELLIS

4X6 ALUMINUM BEAM

4X4 ALUMINUM POSTS


2X3 ALUMINUM TRELLIS @ 12" O.C.

4X6 ALUMINUM BEAM

4X4 ALUMINUM POSTS

2X3 ALUMINUM TRELLIS

4X6 ALUMINUM BEAM

4X4 ALUMINUM POSTS

FRONT ELEVATIONSIDE ELEVATIONBACK ELEVATION

ALUMINUM PERGOLA ALUMINUM PERGOLAALUMINUM PERGOLA

2'-4"

9'-8"

EXISTING LIGHT

PROPOSED TREES

APN 371-120-73

APN 371-120-71

APN 371-120-59

APN 371-120-54

LEGEND

TITLE REPORT IDENTIFICATION:

EASEMENT NOTES

ASSESSOR'S IDENTIFICATION

LEGAL DESCRIPTION

BASIS OF BEARINGS

BENCH MARK

DATE OF SURVEY

AREA

TOPO

GR

APH

IC S

UR

VEY

SAN

DIE

GO

, CA

9211

978

80 G

OLF

CR

EST

DR

IVE

NAV

AJO

CONTOUR INTERVAL = 1 FOOT

L.S.

803

6

(2012-07-27)-v12123-navajo-zds t-1 (1) · 2012. 7. 30. · zoned = cn-1-2 use = veterinarian...

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