(2012-07-27)-V12123-Navajo-ZDs T-1 (1) · 2012. 7. 30. · zoned = cn-1-2 use = veterinarian...
Transcript of (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
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
APPROVALS
SITE INFO:
SHEET TITLE:
DRAWING INFO:
SHEET NUMBER:
SITE NAME:
SITE ADDRESS:
DRAWN BY:DWG. NAME: DATE:/WEJ #:
OF
A-21
REVISION DESCRIPTIONREV. DATE/BY.
ENGINEER / CONSULTANT
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
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
APPROVALS
SITE INFO:
SHEET TITLE:
DRAWING INFO:
SHEET NUMBER:
SITE NAME:
SITE ADDRESS:
DRAWN BY:DWG. NAME: DATE:/WEJ #:
OF14" = 1'-0"
REVISION DESCRIPTIONREV. DATE/BY.
ENGINEER / CONSULTANT
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
PROPOSED GENERATOR ENCLOSURE
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
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
APPROVALS
SITE INFO:
SHEET TITLE:
DRAWING INFO:
SHEET NUMBER:
SITE NAME:
SITE ADDRESS:
DRAWN BY:DWG. NAME: DATE:/WEJ #:
OF
REVISION DESCRIPTIONREV. DATE/BY.
ENGINEER / CONSULTANT
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"
PROPOSED GENERATOR ENCLOSURE
EXISTING MONOPINEPINE NEEDLE SOCKS
TO BE INSTALLED OVER EXIST. PANEL
ANTENNAS
30
'-0
"
EXISTING CHIMNEY
EXISTING TREE
PROPOSED PERGOLA ROOF
NEW 8X4X16 CMU SLUMP STONE WALL IN TAN TO MATCH EXISTING WALLS
NEW SOLID WOOD GATES
NEW 8X4X16 CMU SLUMP STONE WALL IN TAN TO MATCH EXISTING WALLS
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
NEW 8X4X16 CMU SLUMP STONE WALL IN TAN TO MATCH EXISTING WALLS
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