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CONSTRUCTION ITEMS QUANTITIES - 11 CONSTRUCT 4.5" AC PAVEMENT OVER 8" CAB 612 SF (COMPACTED TO 95%) PER CITY STANDARDS 17 12 CONSTRUCT 3.5" AC PAVEMENT OVER 6" CAB 4,165 SF x (COMPACTED TO 95%) CONSTRUCT 2" AC OVELAY PER DETAIF ON 5,135 SF SHEET 2 12.63 TC MAp- 5� 02 (12.13 FS - 14 CONSTRUCT SIDEWALK PER CITY OF STOCKTON 2,165 SF _ O DRAWING NUMBERS R-50 AND R-55 17 12.62 TC - - - (12.12)FS - - 15 CONSTRUCT 6" CURB PER CITY OF STOCKTON 600 LF x r x 14.1D 11 - �`0 12.75 1 DRAWING NUMBERS R-54 AND R-55 - o o 0„ CIF v i FS vJ 12.28FS % - 12.81 - - 1 16 CONSTRUCT 6" CURB ABD GUTTER PER CITY OF 34 LF 44 �, 4n7TC6� 12'83 FS - STOCKTON DRAWING NUMBERS R-54 AND R-55 12.47E �2:8-7-TC 5 g% FS - 1 ,� 12.37FS -�- c� 0 CF 0 12.9 FS 9 SINGLE 17 CONSTRUCT STANDARD COMMERCIAL DRIVEWAY 1,720 SF 2.42E 12.79 TC 12.89 11F�- D=,�� 12.43E 20 ARROW PER CITY OF STOCKTON DRAWING NUMBER R-90 11 _ 12.82 TC (12.29)FL FS C a (12.32)FS 6 9%=pow=o�a 12.95TC 12.5OFS 113.18TC 18 PAINT ADA PARKING STALL PER DETAIL LUMP SUM °°°°° 12 �FS 12 68FS ON SHEET 2 AD 12.94 14 12.97 os°s°°°° - _ 12.55 TC a LI 0" CF l 8 12 1 28 1 �3.03Ti� v FS FS �,, (12.39)FL �- 12.53f 12.48FS 13.02 o P 1 0 CF °° 6.6% 13.02TC �o o 13.16TC 19 PAINT 4" WHITE PARKING STRIPE LUMP SUM C)_ C FS - - 12.66FS 12.56FS 12.99TC 12.52FS 15 13.05 -I� 12.49FS ° 8 1 20 \\\\3.20TC 22 20 PAINT PARKING LOT DOUBLE CHEVRON LUMP SUM 0.6% 13.37TC 13.37TC PER DETAIL ON SHEET 2 7.0% °s°so =� 12.87FS -12$7F s�s�° 0 13.00 °°°`°°°° 13.26TC C7 12 OF 20 °�°�°°° � � �% - 'i 1 _ \ � PAINT PARKING LOT CHEVRON WITH STOP BAR SUMP SUM FS _ 13.37TC �12.76FS ,_R/W 13.11 T ° 21 97 13.3 TC v 13.36TC 1 FG3.08 1 PER DETAIL ON SHEET 2 12.87FS -4. 12.86FS ! 15 1 12.6 F 23S12.8 FS 12 \ 22 LANDSCAPING PER ARCHITECTURAL PLAN 1,390 SF / 13.FS 1 22 16 \ P/L 12'78 S 23 CONSTRUCT TRASH ENCLOSURE PER 1 EA ADA RAMPI C VE 10 FS 15 15 1 ARCHITECTURAL PLANS / Ch'HJJ I � -' RUNCATED DOMES / 1 20 12.98TC1 (24 CONSTRUCT PARKING LOT LIGHTING PER 2 EA 12.48FS � C 1 .95TC 1 ARCHITECTURAL PLANS 12.45E 1�13.08TC 19 13.19 12.58FS FG25 FURNISH AND INSTALL 6 PVC STORM DRAIN 27 FF 12.98TC T O PIPE PER MANUFACTURER'S SPECIFICATIONS 1 13 1933 12. TC 1 1 12.48FS � ` , ) 26 FURNISH AND INSTALL 6 PVC 45° BEND PER 1 EA 19 9 12.45FS 15 16 5.5 1 J/'d 1 MANUFACTURER'S SPECIFICATIONS \ \ $3 19 13 12' PLANTER WALL \ PAI/ER 1 \ 5 9• 22 5' 3 1 27 FURNISH AND INSTALL 12" WIDE TRENCH DRAIN 12 LF 13.19TC WITH END CAPS BY, TRENCHDRAIN SUPPLY, \ 13 13.161C C 12.69FS MAX 300-13-12", OR APPROVED EQUAL. \ SEA 1 12 19 9 12.66FS 9\ 20 ' �- -+ \BEN8 4/N '• PCC \ \ I 13.01 j83 , 5 V 6" i \\ SEE ARCHITECTURAL PLANS FOR DETAIL \ (12.52)FS �_ 1 / \ 20 \ o ADJUST TO GRADE, ITEM PER PLAN 12 / \ 24 i� I 13.37TC / 13.39TC G� 12.87FS, �w3�, 19 I \� .89FS 12 /. . 1 Curve Table 13.01 TC �_ _ / 4. 3 I ` (12.64)FS I 12.97 TC 12. 20 \ \�� _ _ 13.47TC 1 1 Curve # Length Radius Delta 12.97 TC I 2.51)FS� S - - ' '.x 12.97FS 28 1 C1 4.71' 1.50' 180'00'00" 1 \ \ (12.62)FS __ 12.96 1344T \\ \ 15 12.46FS F 4 19 1 94FS 13.46TC 22 12.96FS C2 4.71' 1.50' 180'00'00" \ \ / 5.89` „1 EX T K 0 \�. i �� 15 1 C3 6.44' 10.00' 036'52'12" \\ \' 12.99 TC I FS TRA TO T 20 12.9 \ 1 1 X \ . 1116T (12.50)FS 24 12.48 AN D PTH G \ 15 '� 1 C4 6.44' 10.00' 036'52'12" ` 12.74FS \ 12.66FS 15 16.65 6FS 40 13 13.53TC \\. c`O \ MATCH EXISTIN 26 \\\ 12 C5 39.32' 25.00' 090'07'14" 12.55 �15 �% 12 8T 18 IN AC = 13.03FS , .. 1 MATCH EXISTING 13.37T 13.24TC 22 �.13' . .......... . - C6 23.59' 15.00' 090'06'56" g 6D , 1 .48E 25 27L @ \ 12.87E \ 13.5 ' 1 .21 T 19 � � 12J4FS 2 w \ � PLANTER WALL 1p•6� 2J S \\� S=0.01 \ 1 13.56TC v 22 - C7 23.59' 15.00' 090'07'14" 12.85 13.28TC o ° 12.59 12.87TC \ \ 13.06FS \ . ' ' ' ' '`' '1 - C8 4.71' 1.50' 180'00'00" N (12.00 FS 12.65 '' S 1 � 14 12.78FS FS - 15 12.3 FS � �' 28.14 \ �� - 12 - 12.94TC� -�� ' 14.00' \ r-D. � 20 28 .4.'. C9 4.71' 1.50' 180'00'00„ 13.1 OTC 13.1� 1 0 13.12TC 11 5p 1 12.44FS - 1 13.21 TC 1 . . . . 12.77 - , 5 � 12.62FS \ - � 112.60FS ° 12.71 FS FG - - C10 4.71 1.50 180 00 00 1 13. 13.44TC I �� 12.89TC WV 15 28 - 2.90FS 12 94f �� _ _._ 12.39FS -3- 1, - - C11 5.22' 5.00' 059'47'27" 22 _ 12. OTC 29 �.4% 13.66TC - 5 12. OFS 15 12.98TC �� 13.16FS 12.50TC 99.21 13.61 C12 15.72' 10.00' 090'04'16" 1 �' 10.67 12.15TC �� \\\\`;12.48FS FG - 12.40 TC 12.00FS - 4 \ ,.� 1�� - , , 11.95)FS I INV o 11.65FS 13.19 P/L _ 1 C13 15.71 10.00 089'59'49" > ( \ `-T 11 20 i m FG 1 L 11 21 12.2 �� 27 _ - - C14 15.71' 10.00' 090'00'00" 11.75FS 5,0 0 1 6TE- o FG C15 15.73 10.00 090'07 00 DRIVE A PROF" \ ° \ 12.32T 11.82E D'S% 12.20TC- 12.36FS - I 5 _ C16 5.24' 2.00' 150'06'33" cp 12.42TC 1.70FS o N 11.92FS \ 1 12 097 TG 1 1 , XX�XX.XX �, - - NE 0 CF \ 0�- + 12.2 F TELEPHONE C17 16.62 10.00 095'14 09 15 DR 12. 4 _( ) 17 L �' T1.834 - 134F 20) PULLBO= ui C �a G�� 0 �1 FF SD � C18 14.79' 10.00' 084'45'51" � 12. 5T \ 28 28 _ -C 1 � METER C19 13.56 10.00' 077'41'35" 11. 5F , X3 �� 12.298 1217 2X 1 FF FDC 1 1 a OLE AND VERIFY S LOCATIONCONTRACTOAND DEPTH R TO H OF STORM DRAIN 1 z 12.2 S (12.41) 1 NOTEi PIPE PRIOR TO CONSTRUCTION V FS FF NO CONSTRUCTION ALLOWED WITHIN THE 12.14 TC \ \ PUBLIC RIGHT-OF-WAY UNLESS ANVA 1 C) (11.70)FS \ PCC P/L NOTEi ENCROACHMENT PERMIT IS ISSUED 1 1 I GINEE NG,Il_NiC o \ 1 SOF ESS CIVIL ENGINEERING•LAND SURVEYING•LAND PLANNING o \ , SEE SHEET 2Nq� 600 N. MOUNTAIN AVE, STE C102, UPLAND, CA 91786 \ \ FOR DETAIL OF �� ir O. ,� F PHONE: (909) 982-4601 \ R/W ` NOTEiCROSS-SECTIONS CD m STARBUCKS o W M \ 1 4 9 1810 PACIFIC AVENUEc/V Z \ 1 ATF OF CA\�a�� GRADING PLAN w G 1 \ HORIZONTAL CONTROL PLAN cn SCALE 1"=10' \ 0 tDATE SIGNED: 0 5' o' zo \ DEPARTMENT OF PUBLIC WORKS \ 1 CITY OF STOCKTON,CALIFORNIA GRAPHIC SCALE I REVISION NO. DESCRIPTION DATE BY APRVD.BY o 1 SCALE: APPROVED BY: DATE SHE�T N0. o DESIGNED BY: DH � OF 5 SHTS m \ \ DRAWN BY: BW PAGE NO. j CHECKED BY: JA CITY ENGINEER PG 4.0 RECORD DWG: STOCKTON,CALIFORNIA °