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<br />SITE PLAN
<br />VICINITY MAP
<br />PHASE 1 BOUNDARY
<br />PARCEL MAP
<br />36,000
<br />14
<br />SITE INFO
<br />LEGEND
<br />GENERAL NOTES
<br />KEY NOTES
<br />PHASE 2
<br />-
<br />2E,000 5F
<br />-100 fiom wo( tanks
<br />140M SF
<br />WATER TREATMENT FACILrrY
<br />55 FT, 3 STY
<br />-150' from kach lines
<br />PHASE
<br />4,0005E
<br />- 2{10' from sumps or seepage pit
<br />from lines.
<br />35 FT,1 STY
<br />WASTE TREATMENT FACH•TTY
<br />-25' property
<br />S.W. 1/4 OF SECTION 35
<br />TAX
<br />R,6E-, M-D.B-&.+-
<br />M1EMLOFFKJE BUILDING
<br />@ PROPERTY BOUNDARY
<br />••--• - w ••� PROPERTY UNE
<br />L
<br />PHASE 1 PROPOSED INADJUSTEDPARCEL 29
<br />]
<br />(E) BOUNDARY PROPERTY UNE
<br />059-08 029, 059 68 030, 059-08-0W
<br />PROPOSED LOT LINE ADJUSTMENT FOR
<br />APN
<br />059.48-029 PHASE 1
<br />12.5 ACRES
<br />F
<br />2-
<br />PARALLEL TO ANY NATURAL BANK OF A WATERWAY, A NATURAL OPEN SPACE FOR RIPARIAN HABITAT AND WATERWAY PROTECTION SHALL
<br />FIELD ^W1) Wf 100%
<br />'
<br />8>LEACH
<br />REPLKIMEHT
<br />LJ
<br />PHYSi[ALPLANT
<br />HAM LANE 60'-0" RIGHT OF WAY TO IIF
<br />059-08.007 PHASE 2
<br />29.9 ACRES
<br />......... , ASSUMED ACCESSIBLE PATH Of TRAVEL FOR ADDITIONAL INFO- REFER
<br />BE MAINTAINED TO PROVIDE NESTING AND FORAGING HABITAT AND THE PROTECTION OF WATERWAY QUALITY. THE MINIMUM WIDTH OF
<br />20
<br />EXISTING WATER CANAL
<br />5
<br />WATER FEATURE
<br />OLANMPE
<br />059-9-030 (LOT CINE ADJ)
<br />18-4 ACRES
<br />TO SHEETG4.0 ACff55181LITY STANDARDS.
<br />SAID OPEN SPACE SHALL BE ONE HUNDRED (100) FEET, MEASURED FROM THE MEAN HIGH WATER LEVEL OF THE NATURAL BANK OR FIFTY (50)
<br />3,
<br />FEET BACK FROM THE EXISTING RIPARIAN HABITAT, WHICHEVER IS GREATER. WATER -DEPENDENT USES MAY BE PERMITTED IN THIS BUFFER-
<br />DRIVEWAYS, PARKING, AND MANEUVERING AREAS PROPOSED TO BE CONCRETE OR ASPHALT.
<br />O
<br />MAIN ENTRANCE
<br />ZONINGAG-40®
<br />PROPOSED STRUCTURES
<br />'a
<br />GENERAL PLAN
<br />AIG
<br />4,
<br />5-
<br />PHASE 1:12 MONTHS, PHASE 2120 MONTHS
<br />TWO WAY DRIVEWAYS TO BE MIN. 25'-0" WIDE [TYP-]
<br />C 4
<br />ENTRANCE SIGNAGE
<br />EXISTING BUILDING
<br />6,
<br />PARKING SPACES TO BE MIN, IV -O" WIRE BY 20'-4" DEEP {EYP.}
<br />V
<br />r
<br />G• j
<br />-
<br />TOTAL BLDG SF
<br />PARKING REQ,
<br />7.
<br />EACH PARKING FACILITY WHERE PARKING 15 PROVIDED FOR THE PUBLIC, GUESTS OR EMPLOYEES SHALL PROVIDE ACCESSIBLE PARKING
<br />5
<br />STORM RETENTION POND
<br />H
<br />36,000 5F MEDICAL
<br />180
<br />8.
<br />CFC SECTION 503-2-7 FIRE APPARATUS ACCESS ROAD SHALL NOT ALLOW THE PONDING OF WATER. FIRE APPARATUS APPROACH AND
<br />Lr s
<br />SFTE �
<br />• ;a
<br />u i.: _ :
<br />114,000 5F MEDICAL
<br />876
<br />IMPERVIOUS SURFACE CONCRETE OR ASPHALT
<br />DEPARTURE ANGLES SHALL BE WITHIN LIMIT BY THE FIRE CODE OFFICIAL BASED ON THE FIRE DEPARTMENT'S APPARATUS. CFC SECTION
<br />503.2.8
<br />O
<br />WASTE DISPOSAL AREA
<br />� wewwv m i rye ...�
<br />rn .
<br />q� R ops
<br />rwrc"e era Cdr
<br />❑s
<br />❑
<br />:
<br />30
<br />12 000 5F UTL SERVICE
<br />6
<br />NEW LANDSCAPE AREA
<br />9.
<br />14.
<br />TRAFFIC CALM DEVICES SHALL BE PROHI61TE0 UNLESS APPROVED BY THE FIRE CODE OFF.
<br />TVP. PARKING LOT LIGHTING TO PROVIDE THE FOLLOWING:
<br />f
<br />FIRE SUPPRESSION TANKS
<br />"= �" a "�
<br />„ r
<br />TOTAL
<br />222,000 5F
<br />1,055
<br />I n ■,
<br />-1 FOOT CANDLE THROUGHOUT THE PARKING AREA
<br />_-
<br />PMPM PAM µ
<br />- LIGHTING ON TIME CLOCK SYSTEM
<br />< 8 ?
<br />EMERGENCY DROP OFF
<br />o"
<br />."....
<br />{
<br />29ry�_K
<br />'Q
<br />PHASE 1•
<br />282
<br />- LED wi go DEGREE FLAT LENSES
<br />�_
<br />I'DOO
<br />PREMS.
<br />- DESIGN D TO DIRECTO RAYS ONLYFF ON THEPARKING LOT I
<br />Q
<br />DEUVERYITRASH
<br />TOTAL
<br />1,282 SPACES
<br />R/. wnu
<br />�
<br />C
<br />PAVED SURFACES:
<br />1a
<br />DROP OFF & ENrt;r
<br />G
<br />1:
<br />PHASE 2
<br />SEE CIVIL
<br />SEE CIVIL
<br />1]
<br />PRIMARY ENTRANCEIEXR,PHASE 2
<br />mem
<br />34
<br />120
<br />.. -
<br />-- -1 -�-'
<br />[l,MT MIL!
<br />n
<br />l _ ., s. n.r as
<br />■■■0
<br />......... w s M "a ::.w
<br />rNF., i. -
<br />12
<br />AC{ESSTOHAMIANE
<br />STRUCTURE LEGEND
<br />13
<br />EVI
<br />AppIlcati
<br />Received r
<br />Sr
<br />PHASE 1 BOUNDARY
<br />HTMOMES
<br />36,000
<br />14
<br />(N) PRNATE WILL ON PUBLIC WATER SY= Y
<br />0
<br />WOMENS MEDICAL CENTER
<br />25 FT, I S7Y
<br />- 5' Rom stwures
<br />PHASE 2
<br />-
<br />2E,000 5F
<br />-100 fiom wo( tanks
<br />140M SF
<br />WATER TREATMENT FACILrrY
<br />55 FT, 3 STY
<br />-150' from kach lines
<br />PHASE
<br />4,0005E
<br />- 2{10' from sumps or seepage pit
<br />from lines.
<br />35 FT,1 STY
<br />WASTE TREATMENT FACH•TTY
<br />-25' property
<br /><8>
<br />SCUD CIAU PRIVACY FENCE 7'-0' HIGH
<br />0
<br />M1EMLOFFKJE BUILDING
<br />@ PROPERTY BOUNDARY
<br />16
<br />8'-O' FENCE AROUND WATER TREATiLENI
<br />HOSPITAL
<br />PROPOSED LOT LINE ADJUSTMENT FOR
<br />17
<br />PARCELS 0,830, & 7, SEE PARCEL IAAF'
<br />F
<br />HELICOPTER PAD
<br />FIELD ^W1) Wf 100%
<br />8>LEACH
<br />REPLKIMEHT
<br />LJ
<br />PHYSi[ALPLANT
<br />HAM LANE 60'-0" RIGHT OF WAY TO IIF
<br />19
<br />E) TEMDEV TO ENTRY, PHASE 2
<br />20
<br />WASTE WATER TANKS, PHASE i
<br />21
<br />WATER FEATURE
<br />OLANMPE
<br />ME BUFFER ALONG AL-
<br />EVI
<br />AppIlcati
<br />Received r
<br />Sr
<br />PHASE
<br />HTMOMES
<br />36,000
<br />PHASE 1
<br />29F71151T
<br />2,0005E
<br />PHASE 2
<br />25 FT, I S7Y
<br />6,000 SF
<br />PHASE 2
<br />25 FT, i STY
<br />45 FT, 2 STY
<br />2E,000 5F
<br />PRASE 2
<br />140M SF
<br />PHASE2
<br />55 FT, 3 STY
<br />20,0005E
<br />PHASE
<br />4,0005E
<br />PHASE 2
<br />35 FT,1 STY
<br />11 1 e
<br />ARCHITECTURE
<br />ARCHITECT
<br />NJ ASSOCIATES
<br />212 W PINE STREET, STE #1
<br />LODI, CA 95240
<br />209.40D.6080
<br />www.njaarchiteoure.com
<br />CLIENT
<br />GILL MEDICAL GROUP
<br />9995 FAIRMONT AVE SUITE 235
<br />LODI CA 95240
<br />415.576.1110
<br />PROJECT
<br />GILL WOMEN'S MEDICAL CENTER
<br />11OW N WEST LANE
<br />STOCKTON CA 95242
<br />ED SITE PLAN
<br />On I
<br />N
<br />ARCHITECTS STAMP
<br />�SSO A R C
<br />HSA
<br />p
<br />JOHN A VIEERRA -"
<br />* C-3599 #
<br />f1 021
<br />RENEWAL r
<br />oATE a
<br />D F r, I%
<br />REVISIONS
<br />No. Description Date By
<br />Project No.: 19016
<br />Drawn By:
<br />Checked By:
<br />SITEAPPROVAL
<br />12.11.19
<br />SITE PLAN
<br />
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