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REMISED SITE PLAN Appricdan 85 1114 PROJECT DAMFANedBY ?- Li On 1[-f - oma-3 '-_ LEGEND : BY_______A_ & 1- PROJECT NAME: . . . . . . . . SIKH TEMPLE a -- w w - WATER LINE 2. PROJECT LOCATION: ---- - GURUDWARA SAHIB TRACY - W- LARCH ROAD - -- - - - PROPERTY LINE 21356 NAGLEE ROAD INvs.,D ------_-_--_ -- - ------__ -- --- _ _ _ -- ------ - ------ ---- - --- -------------------- � BLDG LINE � � --� �_ ~--- ~--�-�----- 705.3' TRACY, CA 95304 7Q - T - ^ T SETBACK LINE INV 5,42 -'cam_____ ------=�--_--= -- ASSESSOR'S PARCEL ----_---- --L_ W.T. WATER TANK ------------------------------------ ------------------- ZONING.- A-3, A-2 I Ir r - EXIT I " ' ACCESSIBLE ROUTE AISLE 5. JURISDICTION . . . . . . TRACY, CA w I I ENTRY 11 , I III 1 z' OMP i � !. � 28 I, � i r � �i•; � (E) WELL 6. CONSTRUCTION TYPE VA 0 Cn E L`J i 7. BUILDING CODES: 2019 CALIFORNIA BUILDING CODE, z i 1 F 3LDG 14 j 1 o `:�: 61 i (N) $ HIGH SOLID 2019 CALIFORNIA PLUMBING CODE o i SCREEN WALL w U) III Haase I 9.00 -. I 2019 CALIFORNIA MECHANICAL CODE, � 1 STALLS i 2019 CALIFORNIA ELECTRICAL CODE, I III !! 216' X 93' LEACH FIELD AREA I 12 PHASE-1 L� (20.000 SF) I '_a 10 10 10 10 1 - 2019 CALIFORNIA FIRE CODE, III I i01 ! 1�l 1I1 1 1 1 I 2019 CALIFORNIA ENERGY CODE, i o.�' 26'-O"-;-1a' 1s' 2s'-a" 1a'-a" o.s 26'-a" s' ❑" 18 o" 26'-0"- -1s' 1a' PHASE-2 AKA ENERGY EFFICIENCY STANDARDS (EES) I ,99 „ j 12 Iw _ _0" 26.0' is'-o" I BUILDING INFORMATION DATA (2019 CBC} INV 3 STEEL SD fi .. _.___. Iva-sr�Er�s - _.-._�._._ _ _._._._ IRS' I ;I } $. OCCUPANCY GROUP A3-WORSHIP (PROPOSED) E _Ln GARAGE �., r °' I il-� A2-DINING HALL G' �" - �'_ 14 U N LJ N 61 1 `J NON--SEPARATED OCCUPANCIES i' �, --[A I I I I [V 0 7 0 . PLACE OE RELIGIOUS WORSHIP o oil Z - �' ' 6 '�' -� 1. $ i KEYNOTES 9. USE . . N Iz� MAIN ■ � 7 I 10. FIRE SPRINKLERS - ------- ---- ---------- -- ------ YES (NEPA-13 COMPLYING rn I' i TaDL & LLJ II - STQRAGE __ - 1D8 RESIDENCE � -----®�ti�� .. � PER 903.3.1.1 �'w I Q PROPERTY LINE 11. HEIGHT } LO T o SEP RE-BAR I- ! Lo = I I ; �� - - -- 6 13 - - - -i - - o: ; r �, _ I ALLOWABLE: 70'-0 (TOP OF TOWER} AS PER O L 1 T 1 T PROPERTY SETBACK LINE 504.3 EXCEP. °Q LU Q -- _ EM : r I 10 F P { T �, i 50' (TABLE 504.3) � � I I - P {EJ WELL F I NEW A/C PAVED DRIVEWAY04 P] RAW WATER LINE �.. ACTUAL: . . . . . . . . . . . . . . .. .. .. .. .. .. .. . ... . . . . . . . . . . . . .. . . . . . .52 -O" (TOP OF DOME) 040 I I 14 $ $ 7g T $ $ 8 i CONCRETE SIDEWALK 28 -6 TOP OF PARAPET} , ..� I I w w w { w w w w w 1 12. STORIES [GATE - l h i 1 1 LANDSCAPING ALLOWABLE: 2 (TABLE 504.4) aQ � � }3 l � I 61� F { c 1 j 6 ACTUAL: . . . . . . .. . . . . . . .. .. . . .. . 1 x"11 ''- o TRASH ENCLOSURE M _ �i 1 13. EXI T L 1 6 L -1 s3! U 1 i ^ CAR PARKING STALLS REQUIRED. 4 (SEC. 1006.3.1) 0 0 a) 1 la r I PROVIDED: 13 (REFER FLOOR PLANS) � CID o'n. RAW WATER LINE �- I DROP OFF/PICKUP 14. REQUIRED FIRE RESISTANCE OF EXTERIOR - --- NO c � I I _T 1 r I_ s _ N LLLL WALLS AND PROTECTION OF OPENINGS DUE 0 I __..___W-----^--T-------- ____--1- � _ � _ _L�_,__��_�--�� 1 COURTYARD TO LOCATION ON PROPERTY W � < � °J -*----_----- - �L �_ _ I 15. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS YES 0 v 1 5 89'20'5I" iN 3a b 10 B10 RETENTION PLANTER � v m -�-_ VIr.T. �-L L 7 12 I 1 3 p ! L�L, -� I 16. SPECIAL INSPECTIONS REQUIRED: YESU v O a 1 - 344.7' LI - LU lbL 4 I 11 EXTERIOR PALE 17. BUILDING AREA Cv - I -- - � � C _ U' �'. .- 0 I7 BUILDING AREA 51353 S.F. L, L7 7 l I�f �{ �..a_ �..� �L� I � HANDICAP RAMP PARCH & WALKWAY AREA 6235 S.F. U �„0 0 '.• GROSS AREA 57588 S.F. � L� -L-` o o I 1t BICYCLE RACK AND LOCKER 1 �L! L _ LP, -L� TAL OF 12 BICYCL 18- LOT COVERAGE _LL_LL 1 (TO ES} TOTAL SITE AREA: 369965 S.F. (8.49 AC) (P) WATER TANK I f �L r L" 1lZl� a LI F. L111� L_L LL 1 T I 14 EXISTING STRUCTURE OL DIAMETER - 15.0' 1 6 1 �- .. L� ALL PHASES BLDG FOOTPRINT 57588 S.F. (15.5fi�} HEIGHT - 28.0' i -`LI F : L LQ,` -L! r I PROVIDED LANDSCAPE AREA: 126145 S.F. 34.09% CAPACITY - 37,016 _j �L r , � LZ �1 �__ 5 %%' I TO BE REMOVED ( ) �: GALLONS (EACH} 1 X25.1 'LL ' , L� j 1 PROVIDED PAVED AREA: 186233 S.F. (50.34%) 1� 15 SOLID SCREEN WALL PHASE AREA BREAKDOWN -L 16 5'-0" WIDE ACCESSIBLE ROUTE PHASE 1 AREA 34439 S.F. .r_LI' �, I rn PHASE 2 AREA 13818 S.F. 1 A-TYPE CURB COURTYARD 9331 S.F. ! LL 8 -L L 1 GROSS AREA . . . . . . . . . . .. .. . . . . . . 57588 S.F. Number of Vaiumeaf ❑iavf Hei htvf I .. 1 SUMMARY OF PHASES Fire Flow Caiculativn-SikhTemple Volume g .' L._LL �_ LLLL-} � 1� BUILDING AREA BREAKDOWN __ Tanks each Tank Each each Tank i - L LLLLLtcr_LLLi--n (30 Minute Storage) in CFT ! - 1 1�LLLL1-� 5 a I ----- 8 FUTURE PRIEST RM. 1765 S.F. provided in CFF Tank in Ft in Ft I 5 '� _ I 13 PHASE-1 PHASE-2 LOBBY FUTURE CLASSROOM RM. FUTURE GUEST 782 5 F Gross Area of building 51226 SFT I 4 . _ _- _ I F TU FUTURE OFFICE 295+313 = 608 S.F. " - - �� I SABHA HALL HALLWAY Buildin T pe VA I I r � I DINING HALL FUTURE PRAYER HALL 2170 S.F. g Y I $ FUTURE PRAYER HALL FUTURE CLASS ROOM - - - - - - - - - 4856 S.F. Fire Flow Required 4250 GPM ; 1 ! 10 O' STORAGE FUTURE OFFICE Flow Duration 4 hours - WASH AREA PORCH & WALKWAY & PATIO 6235 S.F. 1 I SET FUTURE GUEST RM. UTENSIL STOR. BRIDES RM. & GROOMS RM- 834 S.F. Autornatic Fire SprinklerSystem Yes i = I BACK DRY PANTRY FUTURE PRIEST RM. MEETING ROOM ---- 646 S.F. I COVERED WALKWAY ❑ o WALK-IN COOLER HALLWAY 4558 S.F. Required Fire Flow Considering 2125 GPM r DINING HALL 7040 S_F_ WOMEN'S RESTROOM 50%reduction due to SprinklerMEN'S RESTROOM(1 `�' � I LOBBY 3546 S.F. system I r I OFFICE SABHA HALL (ASSEMBLY) 7466 S.F. (Y] Storage Required for 2125 GPM j I KITCHEN PUBLIC RESTROOM 850+974 = 1824 S.F. LO Storage Volume-Considering 0.50 63,750 Gallon I 1 '� I STORAGE KITCHEN. . .. . . . . . . . . . . . 2175 S.F. � w � I VESTIBULE SHOE RM. 165+165 S.F. hour storage I 400 - 947 S.F. z2z 1 JANITOR RM. STORAGE 308+188+51+ Add 0.5 day Storage for Domestic 7,500 Galion . OL LLLL_L I MEETING ROOM J MISCELLANEOUS 2475 S.F. � ( � Use including Irrigation u, I J a far_ 'LLLLL_L_LLLLL L L 1 COVERED PATIO NOTE: USE TYPE FOR THE INDIVIDUAL ROOMS HAVE BEEN �J o I I _LLLLLLLLLLL GROOMS RM. MENTIONED ON A1.1.0 SHEET. Q ( ] I d ie _LLLLLLLLLLI i w Total Required Storage 71,250 Gallon I e [ LL LLLLLLLL' ! BRIDES RM. w Z (� iy _ LLLL I Ln SHOE RM. Required Fire Flow Considering 1062.5 GPM N - - = LLLL l HALLWAY flow reduced to 25%due to JETBACK 14 PARKING ANALYSIS: �, J Sprinklersystern 4 1 ❑ Storage Required for Sprinkler 1062.5 GPM 1 1 SPACE/60 @ ASSEMBLY GROSS FLOOR AREA 7466 SQ.FT. = 124 SPACES system I 1 (IN SIKH TEMPLE, PERSON COMING IN PRAYER (� Storage Volume -considering 0.50 31,875 Gallon Provide 3 no. 15 Feet dia and 28feet high tank of 1 HALL GO TO DINING AREA. IN DINING AREA THERE I i WILL NOT BE SEPARATE OCCUPANCY) hour storage for Sprinkler system 37,016.05 Gallon capacity each. r I0 fetal Required Storage 104,188 Gallon 13,927 3 4,542.32 14.5 28.00 1 7 q 1 TOTAL PARKING REQUIRED = 124 SPACES l 1 TOTAL PARKING PROVIDED = 365 SPACES i� 5 0 LLLL f TOTAL ACCESSIBLE PARKING REQUIRED: = 5 SPACES I TOTAL ACCESSIBLE PARKING PROVIDED: = 8 SPACES LLLLL l LLLLLL LLLLL, LLLLLLLLLLL i7 LLLLLLLLLLL I 1 LLLLLLLLLLL ! 17 LLLLI LLLL N --` LL LL' I DRAWINGS INDEX LU LI LU 3 SHEET N0- SHEET TITLES o A1.D.0 SITE PLAN w A1.1.0 FIRST FLOOR PLAN (BLDG A) �R � I A2.0.17 EXTERIOR ELEVATIONS o A2.1.0 EXTERIOR ELEVATIONS �T9�[�' 0 1 z A5.0.0 ROOF PLAN o ASFAL y a W E7(P. QAiE - - - - - - - - - - - - p '05/30/2025 cL� CIVIL o N°•5L-nn A- DATE: 08/11/2023 JOB : 22-46 N 8 9'2 0QD' 354.69' DWG. BY: H5 (�,) s' HIGH SOLID354.7' SCREEN WALL AUTO PLAZA 15 G R .4 P I--I I G 5�C A L E CHK. BY: MG -10 4 5 10 21 40 A1 ,0060 ®ia 7a T H { IN FEET } SHEET SET REBAR �[ INCH = 10 ft. 7 I OF J