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7 F- U C4.4 LEGEND I� 5 4 VALLEY I C7.0 GUTTER I HEAVY DUTY CONCRETE PAVEMENT II I (R<5,TI =8.0,ADTT=200) I _ 8"4000 PSI (MODULUS OF RUPTURE . . . . . . . . - . . . . . . . . . . . . . . - . . . . . . LL " I 550PSI MIN.)CONCRETE WITH NO.4 REINFORCEMENT BARS 24"O.C., 108'(12 STALLS @ 9'-0") 8' 99'(11 STALLS @ 9'-0") �„ I SAWCUTS SHALL BE @ 12'O.C. 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C7.0 Q 8 6"TO 12"CURB + + + + + + + + + + + + + + + + + + + + + + + 295.3' �¢ t�0 + + + + + + + + + + + + + + + + + + + + + + C7.0 + + + + + + + + + + + + + + + + + + + + + + + TRANSITION +++++++++++++++++++++++++++++++++++++++++++++ /� I �� ,S C I + + + + + + + + + + + + + + + + + + + �� CONCRETE WALKWAYS O` ... + + + + + + + + + + + + + + + + + + + Z +*+++*+++*+++*+++*+++*+++*+++*++ 7 ++*+++ ti I 4"2500 PSI CONCRETE WITH NO.4 C� 7 rn + + + + + + + + /celW m REINFORCEMENT BARS 24"O.C., OVER + ++++++++++++++++++++++++++++ I 4 CLASS II AGGREGATE BASE OVER 9 3 /2 + + + + + + + + + + + + + + + + o + + + i + i + i + i + i + i + + IJP- + + + + +++++++++++++++++++ + JL + 2 TYP. I SUBGRADE PREPARED PER THE `P�,9 + + + + + + +++++++ + + + + + + + I PROJECT GEOTECHNICAL REPORT lFOF cp, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 75'(5 STALLS @15'-0") + + + ` + ` + + + + + + + + ' 20'TYP. o> I ++++++++++++ LANDSCAPING + DATE SIGNED: 01/28/22 + + + + + + +* I +*+*`*+*`*+* SEE LANDSCAPING PLANS 6 + + + + + + ++ 18' I' ° ++46W II 24"WIDE AGGREGATE BASE SHOULDER ° +++ a' 12"CLASS II AB OVER 12" NATIVE SOIL 4 ° +++ aa' I' COMPACTED TO 95% REINFORCE CONCRETE + + +++P <w� ti+ + + Uo/ a' ;i +++ + + + +++4 pKEY NOTES +++ ,w +++ =z �) PROPOSED NG PAELSST CONCRETE RAIL 0 0 ° CROS �> I ++ ' 2 6"VERTICAL CURB ++ C7.0 AND GUTTER O INSTALL 4"WIDE SOLID WHITE STRIPE ++ 2 TYP. ++++;L ` O 8'HIGH CHAIN LINK FENCE + ++ I I 4 DOCK ACCESS STAIRS. SEE 5 ARCHITECTURAL PLANS *++ �� 1 O 2'-0" PARKING OVERHANG,TYPICAL + Q + + + �U) O 00 %++ O AT GRADE RAMP o + I 0 0 ° ++++I 8'-0" HIGH CONCRETE TRASH ENCLOSURE 4 BOLLARD 14 +++ TYP ® ® +++ 18'TYP. O7 WALL. SEE ARCHITECTURAL PLANS FOR + SPECIFICATION. X +++ + +4 4'VALLEY 5 +++ I O TRANSFORMER PAD X GUTTER C7.0 + + I PH E ++++ X, ++ °O I I INSTALL ELECTRIC VEHICLE CHARGING +*+ I I STATION WITH EVCS IDENTIFICATION SIGN D EVELOPM ENT T 225.9 +++ I AND EQUIPMENT IN COMPLIANCE WITH 450 Newport Center Drive, Suite 230 c+rj ++` N I O9 CGBSC SECTION 5.106.5.3,AND MARKED"EV Newport Beach, CA 92660 U +++ cr I CAPABLE". COMPLIANT RACEWAY AND W w + * SERVICE PANEL SHALL BE INSTALLED AT + 6"VERTICAL BU I LD I N G I I TIME OF CONSTRUCTION. 1 C7.0 CURB TYP. ti +++ � o 0 0 0 ++* I w ++ I BUILDINGS H&I 4 4 ++ )a> I INSTALL VAN ACCESSIBLE ELECTRIC HOLLY COMMERCE CENTER + I VEHICLE CHARGING STATION AND ACCESS z C4.4 C4.4 ++ a J � I 10 AISLE,WITH EVCS IDENTIFICATION SIGN AND _ Q H Q +` I I SECTION COMPLIANCE WITH CTION 5 106.5. ,AND MARKEDV C- * I CAPABLE". COMPLIANT RACEWAY AND z ++ 9375 SUGAR RD + SERVICE PANEL SHALL BE INSTALLED AT P: ++ I TIME OF CONSTRUCTION. CURB CUT AND TRACY, CA 95304 O 1 + + I ACCESSIBLE CURB RAMP TO BE INSTALLED U + IN FUTURE. +++ 6"VERTICAL CURB 2 5 4'VALLEY 4 ° +++ 18'TYP. ++ I 11 DOCK WALL AND GUARDRAIL, SEE C7.0 GUTTER +*` ARCHITECTURAL PLANS MILESTONES: AND GUTTER C7.0 - + + 6 I 28 JANUARY 2022 0 0 ° 6 + + C4.4 +++ C4.4 12 12"WIDE BY 4"DEEP CONCRETE STEP OFF BUILDING DEPARTMENT SUBMITTAL \ \ +++ bo ADJACENT TO 6"VERTICAL CURB 9 + + D + + + -f+ + + + + + I + + + + + + + ** 2 TYP. + + + + + \ + + + + + + + +++ + + + + CONCRETE TO PAVEMENT 7 + + + + + + + + 5GENERAL PAVING AND TRANSITION,TYP c7.o � `++ DIMENSIONING NOTES: * a + + + + + * +++ I I REVISIONS: * + + ALL MATERIAL AND CONSTRUCTION PROCEDURES WITHIN + +++ II I THE SCOPE OF THE PROJECT SHALL CONFORM TO ALL * *+*+ *+* 2� Ua APPLICABLE CITY OF TRACY STANDARD SPECIFICATIONS + +++++ + + + + , + , +++ I (LATEST EDITION). + ` + 4'VALLEY J + + + + + +++ + + + I• * GUTTER C7, + * 1. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER + + + + \ + + + + + + + + + +** � II I OF ANY QUESTION THAT MAY ARISE CONCERNING THE + + + + + a + INTENT, PLACEMENT, OR LIMITS OF DIMENSIONS C� + +++++++++++ ++* I NECESSARY FOR CONSTRUCTION OF THIS PROJECT. + + + + + + + + ++++++++++++ + + + +++++++++++++ a z *+++++++++++++ +*+*+*+*+*+* 1 6"VERTICAL +++ I 2. ALL DIMENSIONS ARE TO FACE OF CURB, FACE OF � rn 18 TYP. + + + + + + + + + C7 0 CURB TYP. ° +** I BUILDING, CENTER OF PAINT STRIPING OR ++` I PERPENDICULAR TO THE PROPERTY LINE. + + + + + + ° ° +++ 18'TYP. CONTRACTOR SHALL VERIFY DIMENSIONS MATCH N * ++*+++*+++++++++ ACCESSIBLE PARKING 9 +++ a z J + ++++++++++ + + + + + + + + \ + + Q + + + + + + + + + + STRUCTURAL AND ARCHITECTURAL PLANS PRIOR TO *+++++++++++++++++++++ 6 SIGNAGE TYP. C7.0 + + + + + + + + + + +++- a_ CONSTRUCTION. + + + + + + +++ I * +++++++++++++++++++ 4'WHEEL STOP TYP. 13 * * 3. ALL CURB RADII ARE 2.5', UNLESS OTHERWISE NOTED. rri = + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C7.0 + Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a + + + + + + + + r, + + + + + + + + + + + + + + + + + +++++++ + + + + + + + + + + + O + 4. ALL COORDINATE POINTS ARE AT FACE OF CURB OR + +++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + a + +++++++++++++++++ ++ ++++++++++++++++++++++++++++++ T + CD + + + + + + + + + + + + TRUNCATED DOMES 12 + + RADIUS POINT. BUILDING CONTROL POINTS ARE AT THE + + + + + + + + + + + + + + + + + + +++++++++++++++ + + + + + + + + + + + + + +++++++++++ + + + + + + + + + + + + + + + + + + + + + + d +++++++++++++ / I OUTER MOST EDGE OF THE BUILDING ENVELOPE. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C7.0 + + + + + + + + + +++++++++++++++ + + + ++++++++ + ++++++++++++ +++ +++++++++++++++++++++++++++++++++ +++++ +++ ++++++++++++ cn + +++++++++ + + + 6"VERTICAL CURB 2 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O ++++++++++++ / + + + + + + + + +++++++ + + +++++++++++++++++++++ + + + + + z * * * + + + + + + + + 7 + + + + + + + .:++++++ 5. THE CONTRACTOR SHALL SAWCUT EXISTING j *+++++++++++++ ++++++++++++++ AND GUTTER + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C7.0 +'+++ + +' ++ + ++++++++++ +++ +++++++++++++++++++++++++++++++++++++ ACCESSIBLE IBLE PARKIN 11 +*+++*+++*+ 5 / PAVEMENT, CURBS,AND SIDEWALKS AT NEW + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SYMBOL TYP. + + + + +C7.0 / PAVEMENT, CURB AND SIDEWALK JUNCTURES. NO + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + e + + + + + + + + + + + ++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + mg a +`+++`+++ + + + + + + + ++++++++++, + + + + + + + + + + + + + + + + + ++++++++++++++++++++++++++++++++++++ / JAGGED OR IRREGULAR CUTS WILL BE ALLOWED OR + + + + + + + + + + + + + + + + + + + + + + + + + + y + + + + + / ACCEPTED. CD + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3)NYNV319 ° + + + + + z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C4.4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5 4'VALLEY a ++++++++++++ 1 " „ + + + + + + + + + + + +++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + 6VERTICAL / I 6. ALL PAINT SHALL BE 4 WIDE REFLECTIVE PAINT: WHITE + ++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + m + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++++++++ C7.0 GUTTER + + + + CURBTYP. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C7.0 / I ON ASPHALT PAVING AND WHITE ON TOP OF 6"WIDE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++ + + + + + + + + / z + + + + + + + + + + + + + + + + + + + +++++++++++++++ + + + + + + + + + + + BLACK STRIPE ON CONCRETE UNLESS OTHERWISE + + + + + + + + + + + + ` + ` + ` + ` + ` + ` + ` + ` + ` + ` + ` + ` + ` . NOTED ON THE DRAWINGS. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + g + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5 + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5 + + + + + + + + + + + + + + + + + I + n + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o ❑ a + + + + ll TYP + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * + + + * + + + + + + + + + + + + + + + + + + + + * * * * * / EXI GIP PERTY LINE 7. ALL PAVEMENT MARKINGS SHALL RECEIVE TWO COATS z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++ + + ++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + / OF PAINT. + + + + + + + +++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + L,� + + + ++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + +++++ + + + + + + + + + + + + + + + + + + 0 5 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a + + + + + + + + + + + + + + + + + / ESDMH I / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * * * * * * * * * * * * * * * * + + + + + + + + + + + + + + + + + + + + + + + * * * * * * * * * * * * * RIM 19. 1 8. ALL SIGNS SHALL CONFORM TO MUTCD, LATEST + + + + + + + + + + + + + + + � ++++++++++++++++++++++++++4 ......+ + + + + + + + + + + + + + + + + + H p + . +++++++++++++4+..+ + + + / " + + + + + + + + + + + + + + + + + + + + + + + + + + + Q + -CV N ++ + + + - - - - INV 6.4 40 S + + + + + + + + + + + + + + + + + + + + + + + + + + + + + VAN + + + + + + + + J + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + c + + + + + INV 6.3 40"N PROJECT: 17017 a + + + + + + + + + + + + + + + + + + + � 000 + + ,VANPOO YAN200LIEV. VANPZZLi VANPOOL/ 9. ALL CONCRETE SIDEWALK SHALL BE 5' IN WIDTH I 1 F:\17projects\17017 Holly Sugar Industrial\Improvement 6"VERTICAL 1 72'(8 STALLS @ 9'-0") $' 90'(10 STALLS @ 9'-0") $. ' 26.8' 9' 9' 12' 12' 9' - - - - - I UNLESS OTHERWISE SPECIFIED. FILE: plans\BUILDINGS H&I\onsite\17017-C3.2 PAVING PLAN II.dwg o CURB TYP. C7 0 a TYP. 5'TYP 12 TRUNCATED DOMES 10. ALL CURBS ARE 6"HIGH UNLESS OTHERWISE NOTED. DATE: 1/28/2022 = 2 TYP. _ C7.0 42"WW _� 14" 11. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT DRAWN BY: LSF/MWK cin 42"WW 8"WW - - FOR CONSTRUCTION JOINT SPACING REQUIREMENTS IN 14 WW CONCRETE PAVEMENT. SHEET TITLE: I CD PAVING PLAN 11 0 0 -_ _- - _ _- - - - - = - - - - 5 - - - - - - - - - - - - _ _- ULTIMA_TE_RIGHT_OFWAY_- - - =_ - - - - _= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q 0 EXISTING RIGHT OF WAY C4.4 flm O � L RIM 21.68 ti� ESSMH w - �- 13.1624"SW o Know what's below. - - - - - - - - - - - - - - - - - -- - - - - INV 13.1624"NE Call before you dig. ARBOR AVENUE - - - - - - I o 10 20 40 jC3m2 SCALE: V=20' UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1