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OWNER INFORMATION: BUSINESS: OWNER NAME: ADDRESS: PHONE: EMAI L: SITE ANALYSIS: PROPERTY ADDRESS: A.P.N.: ZONING: LOT AREA: BUILDING AREA: EX. BUILDING COVERAGE: LANDSCAPE COVERAGE: BUILDING ANALYSIS: DESCRIPTION OF USE: OCCUPANCY GROUP: CONSTRUCTION TYPE: SPRINKLERS (YES OR NO): STORIES : BUILDING HEIGHT: ALLOWABLE FLOOR AREA: FLOOR AREA: PROPOSED ROOF AREA: CBC OCCUPANT LOAD: TOTAL OCCUPANT LOAD: P1 BAR MANDEEP DHILLON 18879 N LOWER SACRAMENTO RD. WOODBRIDGE, CA 95258 916-416-2015 P I BARWOO DBR I DG E@GMAI L. CO M 18879 N LOWER SACRAMENTO RD. 015-14-015 C–C 0.126+/–AC 2640SF 48% 280SF=5% PIZZA/BAR A-2 11-13 NO 1 13' EAVE 9,500SF 2640SF 633SF / 2640SF = 24% INCREASE A-2=2154/15SF=144 KITCHEN= 486/200SF=3 TOTAL OCCUPANT LOAD: 147 PARKING ANALYSIS: *EATING ESTABLISHMENT: 5 PER 1000 SF =13 SPACES 0.67 PER EMPLOYEE x 6 = 4 SPACES TOTAL REQUIRED: =17 SPACES **PROVIDED: = 1 ADA STALL = 12 STANDARD TOTAL PROVIDED: = 13 SPACES *CONVENIENCE: 5 PER 1000 SF AND 0.67 PER EMPLOYEE **INCLUDES STREET PARKING NEAR AUGUSTA ST. ONLY GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY AND TRAFFIC CONTROL IN ACCORDANCE WITH CITY OF MANTECA STANDARDS, AND SHALL MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS AT ALL TIMES. 2. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL NEIN DRAINAGE IMPROVEMENTS ARE IN PLACE AND OPERATIONAL. 3. CONTRACTOR SHALL VERIFY ACCEPTABILITY OF DESIGN GRADES FOR PAVEMENT (CONC) CROSS SLOPES TO PREVENT PONDING. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING DESIGN ENGINEER FOR GRADE ADJUSTMENT TO ELIMATE PONDING, IF REQUIRED. 4. WHERE UNSTABLE OR UNSUITABLE MATERIALS ARE ENCOUNTERED DURING SUBGRADE PREPARATION, THE AREA IN QUESTION SHALL BE OVER EXCAVATED AND REPLACED BY SELECT BACKFILL MATERIAL AS DIRECTED IN THE FIELD BY THE DESIGN/CITY ENGINEER. 5. CONTRACTOR SHALL REFER TO OWNER SUPPLIED SOILS REPORT, IF ANY, FOR EARTH MOVING AND COMPACTION METHODS. 6. CONTRACTOR COST FOR EARTH WORK SHALL INCLUDE COST OF SITE COMPACTION TESTS. RE–TESTING SHALL BE AT CONTRACTORS EXPENSE. 7. PAVEMENT (CONC) SECTION, CRACK CONTROLS AND JOINT DETAILS SHALL BE CONSTRUCTED PER PORTLAND CEMENT ASSOCIATION RECOMMENDATIONS. 8. ALL MANHOLE, CLEANOUT, GATE VALVE BOXES, ETC SHALL BE SET TO GRADE BY PAVING CONTRACTOR.. AUGUSTA STREET FL----__- -------------T-------_—.__---_____.-.– 54.00' 1 I EXISTING I VALLEY 1 19.85' GUTTER 1 � 8.95' I I 8.37' 17.11' 9.50' EX. BUILDING I 32 Lr 0' SETBACK RE -STRIPE EXISTING PARKING E1\ 03' SETBACK LINE 1 11 LJ ' N 80°44'59" W �-- 100.00' — — 10.00' PROPOSED a ROOFLINE 13 11 �1 13 k EXISTING BUILDING FOOTPRINT. AREA: 2640 SF REFER TO ARCHITECTURE DRAWINGS FOR TENANT IMPROVEMENTS. 20 EX. WELL LOCATION 30 � 5 25 _0 100.00' _ _ _ _ �� N 80°4459" W p 80 88 — 3' SETBACK LINE 0 6.57' O RAMP - 12� 99' 1 14 19 4.67' 10 rl .17' 5.27' 0 I I � 0 . 42 I �Ln EX. GREASE Ex. 3:ROOF �= INTERCEPTOR I LkN N 1t7 TYP.b)C7 KEY NOTES: NEW 36" HIGH PATIO FENCE. [] EXISTING PATIO AREA TO REMAIN. 0 EXISTING CONCRETE TO BE REMOVED AND REPLACED IN PROPOSED PATIO AREA. SEE GRADING PLAN. [] NEW EXTERIOR BUILDING LIGHTS. REFER TO ARCHITECTURE PLANS. [5] NEW COLUMNS FOR LEAN–TO ROOF STRUCTURE. 0 REMOVE EXISTING TELEPHONE BOOTH. 0 REMOVE EXISTING EXTERIOR DECK, MOP SINK, FENCE AND ABOVE GROUND GREASE INTERCEPTOR, UPGRADE GREASE INTERCEPTOR. [] PROPOSED LOCATION OF NEIN GREASE INTERCEPTOR. EXISTING ELECTRICAL MDP, GAS AND WATER METER TO REMAIN. 10NEW SEAL CAP Q BUILDING FOOTPRINT. Ell NEW RAISED PLANTER 12 NEW CONCRETE ACCESS RAMP 1 NEW ROLL ---UP DOORS. SEE ARCHITECTURE PLANS. 14 NEW GATE ENTRY 15 NEW BOX PLANTERS 10' EASE M ENT 14 I� CA: 800-227-2600 =NV: 800-227-2600— Received gy .S_ On Z Z3-zo73 i1 I I f 0 1 I i I 14 I I w 15 I I a 1 i o I 10.00' I I I I I 1 SITE PLAN C1 SCALE: 1' 10' THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES THAT MAY BE AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED AND CALL USA ALERT 1-800-227-2600 BEFORE STARTING WORK. THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED FROM EXISTING RECORDS. HOWEVER, THERE MAY BE OTHER UTILITIES AND/OR STRUCTURES IN THE AREA. LEGEND -- PROPERTY LINE -- -- - = ASPHALT BERM LINE — — — I coon CMU BLOCK WALL LEGEND -- PROPERTY LINE -- -- - = ASPHALT BERM LINE — — — — RIDGE LINE coon CMU BLOCK WALL CONCRETE CURB t CONCRETE CURB AND GUTTER W � SIDEWALK C 0 BUILDING LINE eRpcES51pJ.� �- 58 —CONTOUR LINE 58.00 SPOT ELEVATION STORM DRAIN SD SS SANITARY SEWER W WATER ® CATCH BASIN O MANHOLE A FIRE HYDRANT 3:� ELECTROLIER n POWER POLE / JOINT POLE ❑ WATER METER o CLEANOUT TC TOP OF CURB I G LIP OF GUTTER SLB STREET LIGHT BOX PUE PUBLIC UTILITY EASEMENT FL FLOWLINE RE RIM ELEVATION IE INVERT ELEVATION u H � o coon = �Z) t Q A 1 W � LO C 0 eRpcES51pJ.� 4 0 M fy- No. 5353❑ CIV1G 0 CAQ EXP. 6/30/23 NEW PIZZA BAR REMODEL FOR: MANDEEP DHILLDN 18879 N LOWER SACRAMENTO RD WOODBRMCiE, CA Revisions: Date Al 2 3 4 5 6 7 A8 9 Title, SITE PLAN Drawn By: T.J.o ii Checked By: Tio Scale: AS NOTED Job No. 2022092 Date: February 22, 2023 CAD File Name: 2022092 Woodbridge Pizza Sheet No.