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( ) 0 19 ao ao OR (N) Design JDK Drawn GGPC GRADE M M M M ,°�' O p C; (E) Check KLK GRADE 16 zm a J 0 UU o w n n Z +I < N (.7 3 m O 00 00 N iA Q + Z W F Z > M a O t0 _ � a aw QU ao axz F p F F- W (0 N O v7 N o N 0M 0 p O U w 143 Z 143 NEW CENTERLINE 142 142 S=0.0000 — — — — — — — — — — — — _ o 141V -- 141 o m 5=0.00 7 U p EXISTING CENTERLINE oz 140 140 0) � 00m E RADE C o N N U 0 0 °O 0 Q I I 6 x O (0 (D 'c O O+N - � 139 y M CLo0) 0) y 139 N0^^® � U) O a U o o Y .�.. Z CO _ m o u o o � � u x E a � OOw l 138 138 r` � O W L' ZYY CR 138.35 W ! 1 U y IN 135.85 W V o, C 137 137 0 O W w N JZo C wZ � ��. o _ W YV) Z CC + + + 0 0 0 0 0 0 0 0 0 iV/ zZ N M e} LO co O) p N La (FOR CONTINUATION SEE SHEET 6) NOTES: U N > W SCALE: 1 " = 40' \ I \ I o I 1. REFER TO DETAIL 12, SHEET 7, FOR ALL STREET STRIPING. > Z HORZ: 0 20 40 80 y \ I I 2. PRIOR TO OCCUPANCY, EACH PARCEL OWNER SHALL CONSTRUCT W 0 Z A DRAINAGE RETENTION POND (OR PONDS), SO AS TO N J W Z \ \ I I I ACCOMMODATE A TOTAL VOLUME OF 11,000 cuft. OF STORM VERT: 0 2 \ 6 \ I I DRAINAGE RUNOFF. ALL PONDS SHALL NOT EXCEED 18 INCHES I— V W W DRAWING SCALE IN FEETI OX \ I I IN DEPTH AND MUST CONFORM TO SAN JOAQUIN COUNTY Z > / \ 00IMPROVEMENT STANDARDS. LOCATION AND DEPTH OF THE W = Q I I \ 40' O.I.D. EASEMENT I I POND(S) SHALL APPEAR ON THE GRADING PLAN OR BUILDING Ix Q \ HUFFMAN PIPELINE I I PLAN AS SUBMITTED TO THE SAN JOAQUIN COUNTY BUILDING LLJ Z INSTALL HAMMERHEAD TURNAROUNDS \ \ I c:: I DEPARTMENT FOR APPROVAL. THE GRADING OF EACH PARCEL PER SJC STD. DWG. NO. F-1a \ I l I SHALL BE DESIGNED, GRADED AND MAINTAINED TO RETAIN ALL 0 Q (TEMPORARY EASEMENTS BY \ \ e STA 6+00 RELOCATE SIGN I (n I IRRIGATION AND STORM DRAINAGE ON SITE. Q M — Z OTHER DOCUMENTS) "NOT A THRU STREET" (W53) I ++ I Z >- — — I INSTALL SIGN "WARNI UNDERGROUND FROM NORTON WAY & HENRY ROAD I D o I Q Z h 'P o RIGHT-OF-WAY STA 11+28t SAWCUT AND REMOVE Q NEW EDGE OF PAVEMENT PIPELINE LOCA�ION PER O.I.D. o I I "5 r ii I I 1 FOOT EXIST. PAVEMENT I OJ Q R'1 I �� CENTERLINE I N -- - - - - - -- - - - - — — — — — — — — — — — — — — Q 7 N w N 0 L� 0 1+00 2+00 3+00 4+00 \ 5+0 6+00 + 7+00 8+00 9+ 00 ;* o 10+00 11+00 C7 W - -�- - --�- - --�- - + - I- + - I— + - I— - �- NORTON om AVE - 1 - 1 - --1 - - N , '' N 1 N F X — - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - X Na { — — f - - -- - - - -- - - - - - - - - �X - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — -- - - - - - - - - - — - - - - INSTALL TERMINATED STREET � I I I i OO \ e STA 6+59 STA 6+59.13 NORTON AVE= RIGHT OF WAY (TYP) I _ INSTALL SIGN I STA 6+62.74 RUFUS AVE EXIST. EDGE OF PAVEMENT Date f 4BARRICADE SIGN (W31) 1 I REPLACE 85LF 30" O.I.D. PIPELINE, I I I I SEE O.I.D. CROSSING PLANS, \ �-SECTION (SW-42) I INSTALL MONUMENT FRAME & COVER 10' PUBLIC UTILITY EASEMENT (TYP) I JUNE 2002 HAMMER HEAD SECTION PER SJC STD. DWG. NO. CW-M1 I IN (TYp) I I TRENCHING & BACKFILL PER 7 I TURNAROUND M REMAIN VER' 1 = 1 5' SHALL MATCH ROAD SECTION I I SJC STD. DWG. N0. R-29 \ \ � I EXISTING HAMMERHEAD Scale �� I INSTALL SIGN "WARNING UNDERGROUND \ X \ TA 6+59LL (@REET LIGHT I VOR' 1 " =40' PIPELINE LOCATION PER O.I.D. \ \ (COORDINATE WITH NEW I Original Drawing Scale \ O \ I PG&E UTILITY POLE) 0 1 I I I I \ A 0, \ I I " " I I I \ Sheet Number Of 7 Project File No. - 1186-0136 5514