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COMPLIANT RACEWAY AND ++*+ C4.4 +***+** SERVICE PANEL SHALL BE INSTALLED AT D E V E L O P M E N T + + + + + + + 450 Newport Center Drive, Suite 230 * * ++++++++++++ N TIME OF CONSTRUCTION. +++* + + Newport Beach, CA 92660 + + + + + + + + + + * p M + + V + + +++++++ + + + + + + * ++++. LU + + W * * ++'+++'+++'+++'+++'+ INSTALL VAN ACCESSIBLE ELECTRIC .++++++++++17 ++++++++++ VEHICLE CHARGING STATION AND ACCESS + w 10 AISLE,WITH EVCS IDENTIFICATION SIGN AND BUILDINGS H&I THICKENED +++* EDGE,TYP. +`+' +* + + + * W EQUIPMENT IN COMPLIANCE WITH CGBSC * + W SECTION 5.106.5.3,AND MARKED"EV HOLLY COMMERCE CENTER ` ' * z CAPABLE". COMPLIANT RACEWAY AND 6"VERTICAL 1 ++*+ ++++ 18'TYP. O SERVICE PANEL SHALL BE INSTALLED AT CURB TYP. C7.0 +++* ° +*+ /o TIME OF CONSTRUCTION. CURB CUT AND + ' ++++ �a' Q ACCESSIBLE CURB RAMP TO BE INSTALLED + + *+++ IN FUTURE. +++* +++ /J z 9375 SUGAR RD H DOCK WALL AND GUARDRAIL, SEE ++*+ * * /a TRACY, CA 95304 + + +*; 5 ++++ \ti O 11 ARCHITECTURAL PLANS + + + + + + M V + + * 7.7' ++++ +++++ `� * + 12 C) 12 12"WIDE BY 4"DEEP CONCRETE STEP OFF ADJACENT TO 6"VERTICAL CURB MILESTONES: TYP. > O + + * + + + + + + + + * + + + + + + + + + + + + + + LL ++++ 469.7' +++*`+ +++++++ * * + *+ GENERAL PAVING AND 28 JANUARY 2022 + + * + BUILDING DEPARTMENT SUBMITTAL +++* +++ + + DIMENSIONING NOTES: + * + + + + * + + + ++*+ o BUILDING H +++ + +[+++ ALL MATERIAL AND CONSTRUCTION PROCEDURES WITHIN 2 ++++ 2 ° ❑ ° ° ❑ ❑ ° ° + + + + + + + + + + + + * THE SCOPE OF THE PROJECT SHALL CONFORM TO ALL + + +++ +++++++++++++++ + ++ + APPLICABLE CITY OF TRACY STANDARD SPECIFICATIONS 4.4 * * * * * * 2 (LATEST EDITION). ++++ + + + + + + + + + + ++++ + + + + + + + + + + + + + ++++++++*+++*++ �P 1. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER + + + + + + + + + + + + + + + + + + + + + + + + ++++A.+ ' ++*+ +++++++++ + +*+++*+++* OF ANY QUESTION THAT MAY ARISE CONCERNING THE P, + + + * + * * + * + * INTENT, PLACEMENT, OR LIMITS OF DIMENSIONS ++++ n + + +++++++++ + +++++++++++ + + NECESSARY FOR CONSTRUCTION OF THIS PROJECT. + + + + + + + + + + + + + ` + ` + ` + REVISIONS: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * +++++++++++++++ + * ++++++++++++ 2 ALL DIMENSIONS ARE TO FACE OF CURB, FACE OF 08-1 1-22 + + + + + + + + + + + + + + + + + ++ + + ++++++++++++++++ + + + + + + + + + + + +�+++++++++++++ + + + + + + + + + + o BUILDING, CENTER OF PAINT STRIPING OR PC I CORRECTIONS 4 ,; * + * + * + * PERPENDICULAR TO THE PROPERTY LINE. 09-14-22 - - 0/4- 18 TYP. + ++, + +++++++*++ CONTRACTOR SHALL VERIFY DIMENSIONS MATCH PC 2 CORRECTIONS 5 +++++++++ +++ + + + Q + +*+++*+++*+++*++ + +* �� ++++* T + +++ + ++++++++++ STRUCTURAL AND ARCHITECTURAL PLANS PRIOR TO + + + + + + + + + + + + + + + + + co + + * + * + * + CONSTRUCTION. + + ❑ ❑ ° ° ❑ ❑ ❑ 11 .+ M + + + + +++++++ +*+* 1++++ * * * * * * * * 3. ALL CURB RADII ARE 2.5', UNLESS OTHERWISE NOTED. + + + + ++++++++++++++++ + + + + + + + + + + + o I +++* 12 TRUNCATED DOMES _ _ _ .++ + + +*+++*+++*+++*++ + + + + + + + + + + + + 4. ALL COORDINATE POINTS ARE AT FACE OF CURB OR *,*, C7.0 +*+ + 18'TYP. �� + ++++++++++++++++ RADIUS POINT. BUILDING CONTROL POINTS ARE AT THE + + � *+** �� +*+ + aU + **++**++**++**++ OUTER MOST EDGE OF THE BUILDING ENVELOPE. ++++ +*+*+ /CO + + + + + + + + + 9 ACCESSIBLE + + + + + + + + * C7.0 PARKING SIGNAGE TYP. `++ + /¢ + **++**++**++**++ 5. THE CONTRACTOR SHALL SAWCUT EXISTING + + + + + + + + + + z I + + **+ * �� + + + + + + + + + ++++ ACCESSIBLE PARKING 10 ++*+,J+ �ti PAVEMENT, CURBS,AND SIDEWALKS AT NEW + * + + /" + ++++++++++++++++ PAVEMENT, CURB AND SIDEWALK JUNCTURES. NO + + 13 4'WHEEL STOP SIGNAGE TYP. C7.0 * * * * \ TYP. +++++ ACCEPTED.OR IRREGULAR CUTS WILL BE ALLOWED OR r� ++`+ + + * + ++++++++++++++++ + + . + . + . + . + . ++++ 3 TRUNCATED DOMES 12 ++++ + +*+++*+++*++++++ + + 11 ACCESSIBLE C7.0 + * + * + * + * + * + +*++ * + + + + + + + + ++`* C7.0 PARKING SYMBOL TYP. C4.4 12 + ++++++++++++++++ 6. ALL PAINT SHALL BE 4"WIDE REFLECTIVE PAINT: WHITE J. oo TYP. o + + + + + + + + I �� o �� o ; o J T * *,*+*,*,*,*,*,*, ON ASPHALT PAVING AND WHITE ON TOP OF 6"WIDE w ° + + + ` " + + + ` + + + + + BLACK STRIPE ON CONCRETE UNLESS OTHERWISE J ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +L 4 . + + + + + + + + + NOTED ON THE DRAWINGS. z a. o00 + + +++++ ++ +++++++++++++++++++++++++ + +++++++++++++++++++++ +*+++++++++++++++++++++++++++++++++++ +++++++++++++++ ++++++++++*++++++++++++++++++++++ ++++++++++++++++++++++++++++++r++++++++++++++ ++++++++++++++++++++++ ++++++++++++++++++++++++++ ++++++ °°°. Ji a + + + + + + + + + 5 5 4 5 5 + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ Com`+ + + + + + + + + + + + + ++++++++++++++++++++4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++ + + + + + + + + + + + ..... + + + + + + + + + + + + + + + + + ++++++ o 7. ALL PAVEMENT MARKINGS SHALL RECEIVE TWO COATS + + + + + + + + + + + + + + + + + + + + + + + + + -��+ rte+ rr+ + ter+ + ter+ rte+ ��+ rte+ ��+ ��+ + + + + + ��+ ��+ ��+ ��+ ��+ + ��+ ��+ ��+ ��+ �� + +++ +�� + +� + + + � � 4 Ja 6. . � � + + + + + + + + + + + + + + + + + + + + + + + + *+* o *+* +*+++*++ +++ � + + + + + + + + + + + + + + + + + + + + + + + + + OF PAINT. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + (i + + + + + + + + + ++++++ + + +++++++++++++++++++++ C.> + + + + + + + ++++++++++ + + + + + + + + + + + + F- >- + + + + + >- o + 8. ALL SIGNS SHALL CONFORM TO MUTCD, LATEST + + + + + + + + + + + + + + + + + + + + + + + + + + z + + + + + + + + N + d + + + + + + + + o + + + + + + o + t+�W++:: + + + + + + + + + + + + + + + + + + + + + EDITION. J +++++++++ + + N OD + + + M + + + + + + + + + + + + + + + + + ++ + + + N + + + + + + + + + + +m + + + + + + V + + + + + + + + + + + + + + + +m + + + + + + + + + + + + + + + * 0000e° + + _ _ VAua�ni Fv VANPO vANPOo i 9. ALL CONCRETE SIDEWALK SHALL BE 5' IN WIDTH 0000°a g // 12 g VAS VANFOO NPpOL,EV 54'(6 STALLS @ 9'-0") g' 99'(11 STALLS @ 9'-0") 13.5' 99'(11 STALLS @ 9'-0") g' 27'(3 STALLS @ 9'-0") g11 12' 9-7q27'(3 STALLS @ 9'-0") 9UNLESS OTHERWISE SPECIFIED. TRUNCATED DOMES 12P' S' 2 2TY 51 TRUNCATED DOMES 4'VALLEY GUTTER 10. ALL CURBS ARE 6"HIGH UNLESS OTHERWISE NOTED. w C7.0 TYP. TYP TYP. TYP. 24" RETAINING WALL x > TYP. 24"RETAINING WALL 11. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT TYP. FOR CONSTRUCTION JOINT SPACING REQUIREMENTS IN n / 0 0 CONCRETE PAVEMENT. a / 7 5 4'VALLEY GUTTER �7 PROJECT: 17017 � � 3 ULTIMATE RIGHT OF WAY f:\17projects\17017 holly sugar industrial\improvement C7.0 TYP. -= FILE: p C4.4 -� ALL WORK ASSOCIATED lans\BUILDINGS H&I\Onsite\17017 C3.1 PAVING PLAN Ldwg � � H O - OH H OH OH OH= OH OH - - OH � H' SFr- � Ali-. e� OH OH - OH � �OH- OH OH � OH OH� �OH --6M- OH Oft- OH �OH � - - - - ABN - - - - - - - - - - - - - ESD CB INSTALL BARRICADE AT END OF RAMP. � DATE: 9/13/2022 0 0 RIM 15.61 EXISTING RIGHT OF WAY RIM 16.27 REMAINDER OF CONNECTION TO 1 $1 � WITH BUILDING H SHALL BE INV 9.21 12"S � ; INV 9.32 12 S 0 - - - - �IDEWA-EKAL&NGARBOR-AVE -E DRAWN BY: LSF/MWK CD < n8-SDpyXXXX \ IflLSIALLBAR�ICAD �1D 9FBAMP■ - 18'SD OF FUTURE OFFSITE IMPROVEME TS. PERF O R M E D UNDER J J REMAINDER OF CONN CTION TO EXISTING RIM 18.42 AR AVENUE - - - - - - - - - - o O 12'W IDEWALKA INV 11.5212"N 12°W INV 119 19' NRIM 19.00 BUILDING PERMIT #2202552 SHEET TITLE: 12"W = 0 OF FUTURE OFFSITE IMPROVEMENTS. INV 9.2212 S - INV 9.5512"S INV 8.9718"E - -- - - - - INV 9.5018"W � PAVING PLAN 0 0 N o j Q QO 0 U Know what's IJ@IOW. - - - � - . - . - . - . - . - . - . - - . - . - . - . - . - . - . - . - . - . - . - . _ . � 0' 10' 20' 40' Call before you dig. . . - . . - . . - . . . . ■ --7n7 - - IFC -7 ----M - �EC� - 7E 7ELC" - I LLE - TEL _ �- L� TELE - -TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TEL TELE TELE T SCALE: V=20' UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1