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7 1/2" 24" ■ 6" 1 1/2" 7 112" 7 1/2" 32" 6" 1 1/2" 6" 24" 2" R1/2" R1/2" 6" 1 1/2" PROVIDE TRANSVERSE 2 SCORE JOINT AT 10'O.C. R1/2" R112" 1 1/2" DISCONTINUE @CONTROL#4 CONTINUOUS T&B 4'-0" c5 �`��'' R-1/2" R-1/2 AND EXPANSION JOINTS • N R=1/2" 24" 24" li R=1/2.. N `� PAVEMENT MATERIAL 0- PAVEMENT MATERIAL - BASE MATERIAL � p - 3-#4REBAR SIEGFRIED BASE MATERIAL v � • L CONCRETE C° R=1/2" m CONTINUOUS OD � R=11/2" LU N #4 @ 18"O.C. 3428 Brookside Road • ° `� 2-5/8"0 X 24"STEEL DOWEL BARS AT • Stockton,California 95219 12"C.C. GREASED AND WRAPPED /, a a a 209-943-2021 p 4"CLASS II ONE SIDE THROUGH EVERY • `/ • Fax: 209-942-0214 2 5/8"!D X 24"STEEL DOWEL � • a BARS AT 12"C.C. GREASED AGGREGATE BASE EXPANSION AND CONTROL JOINT \ \ \ a \ www.siegfriedeng.com AND WRAPPED ONE SIDE BASE MATERIAL X// SUBGRADE SUBGRADE PREPARED PER THE \;� �A��\�,A �� THROUGH EVERY `0 ° �� PROJECT'S GEOTECHNIAL REPORT 4"CLASS II EXPANSION JOINT � �� j��j� #4 BARS @ 18 O.C. '� �� SUBGRADE PREPARED PER THE AGGREGATE BASE �� X� �� PROJECT'S GEOTECHNIAL REPORT 3 5/8"O X 24"STEEL DOWEL ��V��V��V��V��V��V��V�� 12"CLASS II BARS AT 12"C.C. GREASED AGGREGATE BASE oFESS/o AND WRAPPED ONE SIDE SUBGRADE PREPARED PER THE 3-5/8"0 X 24"STEEL DOWEL SUBGRADE PREPARED PER THE QR THROUGH EVERY PROJECT'S GEOTECHNIAL REPORT NOTES: BARS AT 12"C.C. GREASED PROJECT'S GEOTECHNIAL REPORT �� ,SC// lF EXPANSION JOINT AND WRAPPED ONE SIDE � l 1. PROVIDE EXPANSION JOINTS @ 100--0"O.C. MAX SPACING. THROUGH EVERY SUBGRADE PREPARED PER Q- / /J m NOTES: EXPANSION JOINT THE PROJECT'S GEOTECHNICAL w .� V/ 2. PROVIDE CONTROL JOINTS @ 40'-0"O.C. MAX SPACING. REPORT SIF P: 09 3 23 q CN 1. PROVIDE EXPANSION JOINTS @ 100'-0"O.C. MAX SPACING. 1.NOTES:CONSTRUCT EXPANSION JOINTS @ 150'C.C.MAXIMUM SPACING. CIV CAS�F� 2. PROVIDE CONTROL JOINTS @ 40'O.C.MAXIMUM SPACING. 2. PROVIDE CONTROL JOINTS @ 40'-0"O.C. MAX SPACING. 3. WHERE VALLEY GUTTER IS LOCATED IN PARKING AREA,THE MAXIMUM DEPTH SHALL BE DATE SIGNED: 01/28/22 1/2"' 1 6" VERTICAL CONCRETE CURB 2 6"�VETICAL CURB AND GUTTER 12" VERTICAL CURB 12" VERTICAL CURB AND GUTTER 4' CONCRETE VALLEY GUTTERNO SCALE NOE NO SCALE NO SCALE NO SCALE r UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING QOM PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR UCm ROM CV m.no.�E,oRn PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT N moo•a dmm mv� THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE a: RECLAIMED AT THE SAN JOAQUIN COUNTY SHERIFF'S PREFORMED FIBER EXPANSION JOINT DEPARTMENT OR BY TELEPHONING (209)468-4400. DOWEL SIZE & SPACING FILLER CONFORMING TO ASTM D-1751 @ EXPANSION JOINTS, OMIT AT SLAB DIAMETER LENGTH SPACING x 3/8" CONTROL JOINTS. CAP CONTROL Q DEPTH JOINTS W/ELASTOMERIC SEALANT 2 1"DIA SCHEDULE 40 GALV. STEEL PIPE 4" 5/8" 12" 24"O.C. 00 (SHORE A HARDNESS OF 35) 70 SQ. INCH (7"X10"PORCELAIN ENAMELED PRIME AND PAINTED EXPOSED PIPE. STEEL WITH WHITE SYMBOL ON A BLUE 6" 3/4" 18" 18"O.C. 3 ° . °a BACKGROUND, BOLT TO PIPE WITH (2) 1/4" 8" 1" 24" 18"O.C. 1. _ DIA. BOLTS. LU .. a . . (� N d. ° 4i ° 10" 1" 24" 12"O.C. w "' VAN ACCESSIBILITY SIGN ONLY WHERE v 18" g�� INDICATED ON SITE PLAN-TO READ: "VAN o EXPANSION JOINT & CONTROL JOINT SMOOTH GREASED CONCRETE 4"AC EAS ACCESSIBLE". ACCESSIBLE ~ DOWEL(SEE TABLE) DOCK SLAB 1-6 _ - C�I FINE FEE SIGN CONTRACTOR TO VERIFY � N SLAB WPJ SPACING CONTROL JOINT GREEN SAW CUT. SEAL JOINT WI MND�"E° SIGN CONTENTS AND FINE AMOUNT PRIOR aO THICKNESS (EACH WAY) SPACING 1/8"TO 1/4" EPDXY JOINT FILLER(SHORE EDGE J TO MAKING SIGN. a p p z Q2-1/2" DIA SCHEDULE 40 GALV. STEEL PIPE HARDNESS OF 50)AFTER SLAB • �4" 8'O.C. MAX. 32'O.C. MAX. oCURES. F—T �° a • o ° o CIO PRIME AND PAINT EXPOSTED PIPE. 6 12'O.C. MAX. 36'O.C. MAX. — — — — p ° " � — — � p `9� = FACE OF CONCRETE CURB p LANDSCAPE OR AC PAVING SECTION PER D4 EO ° D o SITE PLAN 8" 16'O.C. MAX. 40'O.C. MAX. a o = LANDSCAPE OR AC PAVING SECTION PER SITE PLAN 10" N/A 40'O.C. MAX. 9 ° a . ° - / GRADE a 12 Ag GRADE PHELAN WEAKENED PLANE JOINT FINISH PAVING \ ��j 12"DIAMETER X 2' 0" DEEP CONCRETE �Aj /�\/�//AAj a�A//\/,\/,\/,�� BASE WITH 6"GRAVEL BELOW D EVELOPM ENT 450 Newport Center Drive, Suite 230 NOTE: / j �A jAAj a�Aj Newport Beach, CA 92660 / a° /V// SCORE JOINT SPACING SHALL BEjam a j�/j „ PLACED 5'-0"O.C. UNLESS \\ � \ a \ 12 DIAMETER X 2 0 DEEP CONCRETE a OTHERWISE NOTED ON PLANS BASE WITH 6"GRAVEL BELOW SCORE LINE � iiiy BUILDINGS H&I HOLLY COMMERCE CENTER 6 �NO YPICAL CONCRETE JOINT DETAILS CONCRETE TO PAVEMENT TRANSITION 6" TO 12" CURB TRANSITION A�CESSIBLE PARKING SIGNAGE UNAUTHORIZED PARKING SIGNAGE SCALE NO SCALE NO SCALE NLE NOSCALE 9375 SUGAR RD 36" DEPTH MIN. TRACY, CA 95304 GALVANIZED STEEL GRATE AND 0 0 0 O 0 0 0 1 COVER OPTIONS AVAILABLE IN 1.NOTE H2O LOAD CAPABLE PEDESTRIAN AND TRAFFIC LOAD RATINGS. MILESTONES: (2)TWO COATS 4"WIDE 3�_g�� STROKES WHITE TRAFFIC �O DO �O DO �O DO Q 8"DIA. CONCRETE FILLED STEEL OPTIONAL GRATE LOCKING DEVICE 28 JANUARY 2022 PAINT 5 2 ANCHOR TIRE STOP '� PIPE BOLLARD, PAINT WITH GRAY AVAILABLE ON REQUEST BUILDING DEPARTMENT SUBMITTAL 0 0 0 0 0 0 0 �6 MIN TOP OF C TOP S FLUSH CURB IF STALL IS GALVANIZED STEEL CAST IN BLUE HIGHWAY PAINT BACKGROUND REINFORCING BAR ONLY 17' DEEP. FINISHED SURFACE SEE PLAN FRAME SHOWN, LOOSE FRAME FLUSH WITH TOP OF CONDITION,VARIES DESIGNS ALSO AVAILABLE 2 COATS(TYPICAL) OO 0O 0O (O 0O 0O ONCRETE 2.35"APART �"DIA = OPTIONAL RISER SECTIONS 12" $ AVAILABLE TO MATCH PER CBC FIG. 11 B-705.1 HOLE GRADE VARIATIONS "' 0 0 0 0 0 0 P 6 (6)#5 VERTICAL WITH C11 L? #3 TIES AT 6"O.C. MODEL A B C WEIGHT CALC - LBS. 0 09 9 0 0 0 3"TO 1' 1 v 1212 12 12 4 208 (BASE) + 266 VF REVISIONS: SIN C\, 4'-0" 5 MIN - CONCRETE FOOTING , 1616 16 16 5 408 (BASE) + 480 VF INTERNATIONAL SYMBOL F PLAN MI M _ 1 1818 18 18 5 602 (BASE) + 604 VF SLOPE TOP FOR DRAINAGE ACCESSIBILITY(ISA)MARKING 2.35"APART AT EXTERIOR LOCATIONS 2424 24 24 6 675 (BASE) + 750 VF (PER CALTRANS STANDARD PER CBC FIG. 11B-705.1 2#4 BARS 2436 24 36 6 900 (BASE) + 900 VF s CONTINUOUS PLAN N0.A24C)APPLIED TO = 5-g"MIN ll NOTE: �' 2448 24 48 6 1500 (BASE) + 1050 VF THE CENTER OF EACH - 0.9"BASE DIAMETER 3"REINFORCING BAR L 3030 30 30 6 920 (BASE) + 900 VF �o c\t CAP WITH WELDED GALVANIZED REQUIRED SPACE WITH BLUE AND 0.45"TOP 4 STEEL COVER o 3636 36 36 6 1200 (BASE) + 1050 VF PAINT BACKGROUND AND 7 z' DIAMETER EMBEDDED 18" INTO SUBGRADE WHITE PAINT FOR THE 3648 36 48 6 1500 (BASE) + 1200 VF CD SYMBOL � 12 12 4848 48 48 6 1875 (BASE) + 1350 VF 4'-5" TAPERED EDGES v v WHERE EXPOSED M CD 6060 60 60 6 2700 (BASE) + 1650 VF 2-0 FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN Q SECTION "A" ` ' ' PRECAST. o W CUSTOM PIPE OPENINGS OR THINWALL oI KNOCKOUTS AVAILABLE 11 ACCESSIBLE PARKING SYMBOL 12 TRUNCATED lllDOMES 13 4' !�HEEL�STO�P.......... 14 STEEL BOLLARD 15 SQUARE DRAIN INLET NO SCALE NO SCALE NO NO SCALE NO SCALE CD "ACO DRAIN"K300S TRENCH DRAIN CONCRETE DRIVEWAY 1' VARIES 1' SYSTEM WITH CLASS D SLOTTED 4"SAND OR AB CUSHION UL APPROVED(FOR FIRE GRATE OR APPROVED EQUAL z CHRISTY N0. F 8 OR 4"THREADED PVC •> a a EQUAL CONCRETE COVER. PROTECTION SERVICE) n � PLUG DOUBLE CHECK VALVE e d a USE TRAFFIC RATED ° _ COVER IN PAVED AREAS. ASSEMBLY-O.S.&Y.G.V., CHAINED + + Cn IN THE OPEN POSITION.VALVES a� TO BE 30" R 1/2"TYP. FINISH GRADE AND FINISH z TAMPER SWITCH MONITORED. PAVEMENT PER PLAN z #4 REBAR @ 18"O.C. EA.WAY, TOP VIEW OF SLAB z 6.. NOTES: 8" CENTERED IN SLAB. 00 4"CLEANOUT RISER(NO HUB) 4" F- 711 CLASS"A"SUBGRADE 8"CONCRETE COLLAR 30„ 1. SIGNAGE PER DISTRICT STANDARD IDENTIFY BUILDING BY NAME OR PICTOGRAM AS REQUIRED � SECTION SUPPORT(TYP) BY FIRE DEPARTMENT. a > "ACO DRAIN" K300S TRENCH DRAIN SYSTEM SECTIONS OR APPROVED 2. ALL STEEL PIPE SHALL BE AS PER AWWA C-200 WITH%"WALL AND COATED AND LINED BY FUSION EQUAL 6" a ° EXISTING ASPHALT a a BONDED EPDXY AS PER AWWA C-213, 20 MILS MIN. J FLEXIBLE JOINTS AS NEEDED(TYP.) — 6"CURB 12 a 4" PROJECT: 17017 71Q CONDUIT TO BUILDING FOR 3. ALL STEEL FLANGES SHALL BE CLASS D AS PER AWWA C-207. MPX 3'MIN. TAMPER SWITCHES(BQTH 4 FA17projects\17017 Holly Sugar Industrial\Improvement SLEAVE 1" MIN ANNULAR SPACE FILE: plans\euILDINGs H&non5itemon-C7.0-DETAILS LaWg INSTALL 45°WYE-TEE COMBINATION VALVES) PER ELECTRICAL 4. ALL DUCTILE IRON FITTINGS SHALL MEET AWWA C-110&C-153, CLASS 150.THE INTERIOR SHALL PLUG (IF NOT CONNECTED) PLANS (TYPICAL) BE MORTAR LINED AS PER AWWA C-104 AND BELOW GROUND EXTERIOR SHALL HAVE A COAL TAR CLASS 2 AB DATE: 1/28/2022 SLOPE SLOPE COATING AS PER AWWA C-203. FROM WATER SUPPLY USE MECHANICALY TO FIRE SPRINKLER SYSTEM PROVIDE THICKENED DRAWN BY: LSF/MWK o RESTRAINTED EDGE AT ALL Ln 5. ALL NUTS AND BOLTS BELOW GROUND SHALL BE POLYETHYLENE ENCASED AS PER AWWA C 105 DUCTILE IRON OR C-900 PIPE JOINTS DUCTILE IRON OR OR TAPE WRAPPED AS PER AWWA C-209,20 MILS MIN. IN BOTH CASES. 6" LANDSCAPE AREAS J STORM DRAIN TO NEARBY "ACO DRAIN"CATCHBASIN C-900 PIPE �° SHEET TITLE: o JUNCTION BOX OR APPROVED EQUAL DUCTILE IRON PIPE 6. BOTH GATE VALVES SHALL BE SUPERVISED BY THE FIRE ALARM SYSTEM. p #4 REBAR BELOW GRADE PER CONTINUOUS, DETAILS NFPA SECTION 24 CONCRETE 3"CLEAR. o THRUST BLOCKS 7. CONTRACTOR SHALL PROVIDE CHAIN FOR LOCKING WHEELS TOGETHER(DISTRICT TO PROVIDE LOCK). Ln w PARTIAL PROFILE 16 TRENCH DRAIN 17 SANITARY SEWER CLEANOUT 18 DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY 19 THICKENED EDGE � NO SCALE NO SCALE NO SCALE C7mO NO SCALE li UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1