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