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COMPLIANT RACEWAY AND + + ++++++++++++++++++ + SERVICE PANEL SHALL BE INSTALLED AT + + + + + + + + + + + + W TIME OF CONSTRUCTION. + + + + + + + + + + + + + + + + + + + + + + + + ��' W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5, + ' + ' + ' + ' + ' BUILDINGS H&I + THICKENED ;++ , W 7. EDGE,TYP. ++++ + ++ INSTALL VAN ACCESSIBLE ELECTRIC HOLLY COMMERCE CENTER +*'* VEHICLE CHARGING STATION AND ACCESS 6"VERTICAL ++++ +*+ 18'TYP. \ z 10 AISLE,WITH EVCS IDENTIFICATION SIGN AND 1 + EQUIPMENT IN COMPLIANCE WITH CGBSC CURB TYP. C7.0 ++++ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ +++ q ++++ *+*+ �a, Q SECTION 5.106.5.3,AND MARKED"EV +*++ +++ CAPABLE". COMPLIANT RACEWAY AND ++++ +++1 �U) Z SERVICE PANEL SHALL BE INSTALLED AT 9375 SUGAR RD ++++ +++* QTIME OF •+++ ++++ lcn Z ACCESSIBLE CURB RAMP AMP TO BE INSTALLED D TRACY, CA 95304 5 ++` C O IN FUTURE. + U + + + CD 7.7' 36' +++, +++++ * + 12 ++++ ++++ + ++++++++, + 11 DOCK WALL AND GUARDRAIL, SEE MILESTONES: +++, ++++ +*++++++ +++* TYP. 0 ■ ARCHITECTURAL PLANS + + + + + + + + + + + 28 JANUARY 2022 ++++ 469.7' +++ + + 12 ADJACEN12"WIDE T TO 6"VERTIY 4"DEEP OCAL CURB NCRETE TEP OFF BUILDING DEPARTMENT SUBMITTAL ++++ +++I+ + + + + + + + + + + + ++++ BUILDING H '++ ' + +++ + 2 ++++ 2 ❑ ❑ ❑ ❑ ❑ +++++++++++ + + +*++ + + + + + + + + + ..... + + + C4.4 + + C4.4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2 + + + + + + + + + + + + + ST P E LI + + + + + + + + + + + + + + + +++++++++++++++ + + + + + + + + . TYP. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++ +++* *++++++++ + ++++++++++ GENERAL PAVING AND + + g ++++ +++++++++ + + + + + *+++ .. + + +++++++++ * ++*+++*+++* DIMENSIONING NOTES: + + + ' °n + + + + + + + + + + + ` + ` + ` + REVISIONS: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ALL MATERIAL AND CONSTRUCTION PROCEDURES WITHIN + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++ ++++++++++++++++++++ o ++++++++++++++ THE SCOPE OF THE PROJECT SHALL CONFORM TO ALL a, 18'TYP. + *++++++++++++++ APPLICABLE CITY OF TRACY STANDARD SPECIFICATIONS - - U +*+ + ++++++++++ (LATEST EDITION). U) 5 +++++++++ + + + *,* * J + + + + + + ++++ +++++ ¢ + ++++++++++++++++ 1. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER ++++ + u� ++++++++++++++++ OF ANY QUESTION THAT MAY ARISE CONCERNING THE + + + + + + + + + + + + + + ++++ +++ + 7' + ++++++++++++++++ ++++ a +++++ +++ + + + + + + + NECESSARY FOR CONSTRUCTION OF THIS PROJECT. + + + + + + + + + + + + + + + + + + + + + + 3 I ++++ 12 TRUNCATED DOMES _ ++* + + + + + + + + + o + + + + + �-� + + + + + + + + + ++++ C7.0 +++ + 18'TYP. + ++++++++++++++++ 2. ALL DIMENSIONS ARE TO FACE OF CURB, FACE OF + + + 6' + + + + + + + + + BUILDING, CENTER OF PAINT STRIPING OR � + . + + + + + + + + + + + + +++* +++ + +�+++++++++++++*++ + + 9 ACCESSIBLE + + + * + * + * + * + PERPENDICULAR T THE PROPERTY LINE. z I ++++ C7.0 PARKING SIGNAGE TYP. +++ + �Q + +*+++*+++*+++*++ CONTRACTOR SHALL VERIFY DIMENSIONS MATCH + + + + + U) + +++++++++++++++ STRUCTURAL AND ARCHITECTURAL PLANS PRIOR TO ACCESSIBLE PARKING 10 iv +�++++++++++++++++++++ + + + + + + + CONSTRUCTION. a_ ++++ +++++ U)ti + + + + + + + + +*+* 13 4'WHEEL STOP SIGNAGE TYP. C7.0 ++++,+ �- C7.0 TYP. + + + co + + + + + + + + ++++ + + + + + + + + + ■ + + +++++�+ + + + + + + + + 3. ALL CURB RADII ARE 2.5', UNLESS OTHERWISE NOTED. + + .i! + + + + + + + + + ++++ 3 TRUNCATED DOMES 12 ++++ + + ++++++++++++++++ r + + ACCESSIBLE * * * * * * * *++++ +++, 11 Z:2TYP C70 + + + + + + + + + + + 4. ALL COORDINATE POINTS ARE AT FACE OF CURB OR + + C7.0 PARKING SYMBOL TYP. C4.4 + + + ++++++++++++++++OO O a - + ++++++++++++++++ RADIUS POINT. BUILDING CONTROL POINTS ARE AT THE L- 7-7L O a + +*+++*+++*+++*++ OUTER MOST EDGE OF THE BUILDING ENVELOPE. LLJ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + L + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5 +++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++ +++++++++++++++ 5 +++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++#++++++++++++++ 5 ++++++++++++++++++++++ ++++++++++++++++++++++++++ 5 +++++, Q + + + + + + +++++++++++++++++++ 5. T H E CONTRACTOR SHALL SAWC U T EXISTING z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + TYP + + + + + + + + + + + + + + + + PAVEMENT, CURBS,AND SIDEWALKS AT NEW i + + + + +ems`+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + + + + + � �+ + + . , . + + + + * �+ , �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ o +++ ++++++++ +++ o + + + + + + + + + +*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+ PAVEMENT, CURB AND SIDEWALK JUNCTURES. NO _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ ++*+++++ +++ +++ . + + + + + + + + + + + + + + + + + + + + + + + JAGGED OR IRREGULAR CUTS WILL BE ALLOWED OR ++++++++++++++ + d + + + + + + + a + +++++++++++++++ ++++++++++++++++++++++++++++++ C.� + + + + + + + + + d + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + } d + + + + + + + } lZ p + + + + + + + + + + + + + + + + + + + + + + z +++++++++++4 + } + + + + + + + c.i 00 + + + + + + + ? 5 + + + + + + + + + + + + + ACCEPTED. + + + + + + + + - + + p + O + + + + + ++++++++, + + + + + + + + + + + + + J +++*+++++ +++ CV CV aD + + + + - + + + + + + + + + + + + + + „ + �?+ + + "' + + + + + + + + 6. ALL PAINT SHALL BE 4 WIDE REFLECTIVE PAINT: WHITE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + e°oo°° + + + + + + + + j + + + �aN,��,F� �ANPo �ANPQOL, . . . . ON ASPHALT PAVING AND WHITE ON TOP OF 6"WIDE A ANPoO NPOOUEV _ @ 8, 99 (11 STALLS @ 9'-0" 13.5' 99 (11 STALLS @ 9 0 ) g' 27 (3 STALLS @ 9 0 ) g' 12' g' 27 (3 STALLS @ 9'-0") BLACK STRIPE ON CONCRETE UNLESS OTHERWISE z / 12 9 9' 54'(6 STALLS 9'-0")- � �_ ,� � � �� _ �� g / NOTED ON THE DRAWINGS. TYP. F TYP. 2 2 T)P. 5'TYP. TYP. TRUNCATED DOMES 4'VALLEY GUTTER z TRUNCATED DOMES 12 B TYP. TYP. 7. ALL PAVEMENT MARKINGS SHALL RECEIVE TWO COATS � C7.0 12 24"RETAINING WALL IM 42 TYp TYP C7.0 \ 7.0 - OF PAINT. LLJ - - - - - - - - - - TYP. - - - V 1 - - - - - - - - - - - - - - - - - - I 11. 2 IV 24" RETAINING WALL � E CB SD 1 TYP. I 8. ALL SIGNS SHALL CONFORM TO MUTCD, LATEST ftf 15 I V .9 1 M p 16. V 1 1 I g "1�/ EDITION. i T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40XXX 711171 PROJECT:- - - - - - - - - - - - - - - - PROJECT: 17017 a / 5 4'VALLEY GUTTER �� - - INV 9.50 18"W - - - - - - - - - - 9. ALL CONCRETE SIDEWALK SHALL BE 5' IN WIDTH Of / ` 3 TYP. ULTIMATE RIGHT OF -- C7 0 F:\17projects\17017 eHolly\17 Sugar Industrial\Improvement Q QH H OH H OH - OH H - OH OH - - �❑ - OH OH OH- OH - OH - C4,4 = �'*- - - �� _ e� OH - OH OH - - OH 'OI-r- ' GH OH \ OH OH. OH --OM- VP-- OFr- OH OH OH OH OH OFfi"- OH OH - UNLESS OTHERWISE SPECIFIED. FILE; plens\BUILDINcs H&I\onsite\17o17 cap PAVING PLAN LaW9 z N / CO 10. ALL CURBS ARE 6"HIGH UNLESS OTHERWISE NOTED. DATE: 1/28/2022 EXISTING RIGHT OF WAY co - . - . - . - . . - . �. . 18"SD 18"SD 11. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT DRAWN BY: LSF/MWK cin _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOR CONSTRUCTION JOINT SPACING REQUIREMENTS IN r ARAVENUE CONCRETE PAVEMENT. o 12"w 12"w -tiff] SHEET TITLE: PAVING PLAN I Q Qo 0 F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U 0 Know what's below. - - - . - . - . - . - . - - . . - . . - . - . - . . - . - . - . - . - . - . - . . _ \ ' � 0' 10' 20' 40' Call before you dig. - . - - 0 .� . . - . . _ _ ___ _ . . - . . - . . - . . . . . . C3ml TECE- -T= -7E= 7E 7EL� - I LLE TEL _ 7"ET� �tL� T F -TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TEL TELE TELE T SCALE: 1"=20' UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1