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—f` 12 TW- t u L; Lei RECCRI� "ING �olrect�:n r, � v Ili Drawing Should Verify F RECORD DRAWING These record drawings have been prepared based on information provided by others. The Engineer has not verified the accuracy of such information and shall not be resp- onsible for any errors or omissions which G A H REVISION DESCRIPTION COUNTY APPROVAL APPROVED BY DATE 1 h^ is wt r a (,.(•t.. r• j Z , j Any Person UsI a may be incorporated herein as a result. I I a I All Information 6•4 inspecting The Site Of W I y P (E) SBC APN 025-190-018 N 2230919.77 N 2230938.87 I Ub f ELEC SEE NOTE 3 EXTEND PUE L 6305191. TEL SEE NOTE 3 SEE NOTE 4 _ _._ _—_j 2 PW P _ ------------------------------------------------------------------------------1-------- --L---------------------------------------------------------------------------- ------------------- -- -------.----------- - -- -- ----- -- -- --- - -------- - ------ -- ----------- - ------ - - (E) PG&E 1 1` -s RANS L I (E) PG&E 30' PUE . . T FORMER I TRANSFORMER (E) 7YP �,: 3 f I . � GAS 0 ti 2+00 3+00 4+00 I 4" CONDUIT F ------------------------------------------ --- -- �— -------- Ii' GAS4 10" SS N $234874:24 - N 2230648.9 N 2230675.79 4 1. I APN 025-190-019 APN 025-190-017 �r o I RAVEL Tt1RNAROUND !.-_ 1 - BACK OF CURB NEW ACCESS EASEMENT TO ------------------------------- p � EDGE OF PAVEMENT INCLUDE EXISTING PUE AND 60'-0" 0 30'x60' TURN AROUND AREA CL OF ROADWAY PLAN SCALE: 1"=20'-0" - Q WELL SITE Exp.12-31-07 No. C 59437 NOTES: T ,. 1. PROVIDE MINIMUM OF W OF VERTICAL SEPERATION BETWEEN TOP OF SS PIPE AND INVERT OF 12" PW. USE THICKNESS CLASS 50 DUCTILE IRON UNDER THE PW & SS CROSSING SS, NO JOINTS WITHIN 8' OF PW. 2. POTHOLE AND LOCATE ALL UTILITIES SAFELY PROW TO EXCAVATION. CONTACT UTILITY REPRESENTATIVE PRIOR TO POTHOLING AND EXCAVATION. CONTRACTOR SHALL NOTIFY OWNER OF ANY CONFLICTS A MINIMUM OF FIVE WORKING DAYS PRIOR TO INSTALLATION OF PIPELINE. 3. ELECTRICAL AND TELEPHONE SERVICE SHOWN APPROXIMATE. CONTRACTOR TO POTHOLE AND VARIFY LOCATION AT ALL CROSSINGS TO NEW FACILITIES 4. RELOCATE EXISTING 12" WATER TO MIN 30" COVER AND USE THICKNESS CLASS 50 DUCTILE IRON OVER SS, NO JOINTS WITHIN 8' OF SS. SEE SECTION A C2 o_ 41 5. INSTALL 10" TERMINAL BACKWATER VALVE PLASTIC z TRENDS MODEL D PART NO. P0210 OR EQUIVALENT cwi W w IN INLET INSIDE MANHOLE w I- z Jw w 6. SEE DRAWING G2 FOR TABLE OF CONTROL POINTS USED o i oo v v TO ESTABLISH FACILITIES LOCATIONS O <0 n1 J _H M R J +I In + 2 o_ rn N Ln _ ,') ,� o N ow) 'a w 7. TV INSPECTION REQUIRE AFTER BALL AND FLUSH AND TESTING + _ + x'°'n o N II N II O a�MM o a�v�0 V�i'Uj'a:T=0 H En I- I- V) II�W V) tna_—O to tnFxK00 13 12 � 11 -? 10 1 9 a 8" MIN. SEPERATION 8 SEE NOZE k t ` 7 86 10" SS S=0.0020 6 5 _ 4 3 2 0+80 1+00+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+(0 6+20 6+40 6+60 CORE DRILL EXISTING MANHOLE AND PVC SDR2ASEXCENOTED Ni to 1 n to 0 RE-FORM MANHOLE BASE CHANNEL TO + 3 v M W SUIT 10" SEWER. INSTALL NEW SEWER C) iv W o o z WITH WATER TIGHT RESILIENT CONNECTOR PROFILE " �wZ tow aall� SCALE: H 1"=20'-O" V 1"=4'-O" rn ..? O m I- W— o E/) � SCALE BAR IS ONE INCH DATE AT FULL SCALE DESIGNED NTC 0 JULY 2007 ECO: LOGIC FLYING J INC. FLYING J -LOOT DRAWING NUMBER SHEET NUMBER ^ 1 AS NOTED IF NOT ONE INCH DRAWN BD 333 WEST CENTER STREET CSA 31 WELL NUMBER 3 NITRATE PIPELINE PLAN AND PROFILE SCALEON ACSCORRDINGLY FILE CHECKED MAG Engineering NORTH SALT LAKE, UT 84054 TREATMENT SYSTEM SITE IMPROVEMENTS C3 6 OF 22 FLYJ07-007 Rocklin, California IE IL m 3 U 0 J L� J N? N Q T / a mr" 3� d L� Q ' m �o SW^ �o 0 i ad � E N V uw w� �a —f` 12 TW- t u L; Lei RECCRI� "ING �olrect�:n r, � v Ili Drawing Should Verify F RECORD DRAWING These record drawings have been prepared based on information provided by others. The Engineer has not verified the accuracy of such information and shall not be resp- onsible for any errors or omissions which G A H REVISION DESCRIPTION COUNTY APPROVAL APPROVED BY DATE 1 h^ is wt r a (,.(•t.. r• j Z , j Any Person UsI a may be incorporated herein as a result. I I a I All Information 6•4 inspecting The Site Of W I y P (E) SBC APN 025-190-018 N 2230919.77 N 2230938.87 I Ub f ELEC SEE NOTE 3 EXTEND PUE L 6305191. TEL SEE NOTE 3 SEE NOTE 4 _ _._ _—_j 2 PW P _ ------------------------------------------------------------------------------1-------- --L---------------------------------------------------------------------------- ------------------- -- -------.----------- - -- -- ----- -- -- --- - -------- - ------ -- ----------- - ------ - - (E) PG&E 1 1` -s RANS L I (E) PG&E 30' PUE . . T FORMER I TRANSFORMER (E) 7YP �,: 3 f I . � GAS 0 ti 2+00 3+00 4+00 I 4" CONDUIT F ------------------------------------------ --- -- �— -------- Ii' GAS4 10" SS N $234874:24 - N 2230648.9 N 2230675.79 4 1. I APN 025-190-019 APN 025-190-017 �r o I RAVEL Tt1RNAROUND !.-_ 1 - BACK OF CURB NEW ACCESS EASEMENT TO ------------------------------- p � EDGE OF PAVEMENT INCLUDE EXISTING PUE AND 60'-0" 0 30'x60' TURN AROUND AREA CL OF ROADWAY PLAN SCALE: 1"=20'-0" - Q WELL SITE Exp.12-31-07 No. C 59437 NOTES: T ,. 1. PROVIDE MINIMUM OF W OF VERTICAL SEPERATION BETWEEN TOP OF SS PIPE AND INVERT OF 12" PW. USE THICKNESS CLASS 50 DUCTILE IRON UNDER THE PW & SS CROSSING SS, NO JOINTS WITHIN 8' OF PW. 2. POTHOLE AND LOCATE ALL UTILITIES SAFELY PROW TO EXCAVATION. CONTACT UTILITY REPRESENTATIVE PRIOR TO POTHOLING AND EXCAVATION. CONTRACTOR SHALL NOTIFY OWNER OF ANY CONFLICTS A MINIMUM OF FIVE WORKING DAYS PRIOR TO INSTALLATION OF PIPELINE. 3. ELECTRICAL AND TELEPHONE SERVICE SHOWN APPROXIMATE. CONTRACTOR TO POTHOLE AND VARIFY LOCATION AT ALL CROSSINGS TO NEW FACILITIES 4. RELOCATE EXISTING 12" WATER TO MIN 30" COVER AND USE THICKNESS CLASS 50 DUCTILE IRON OVER SS, NO JOINTS WITHIN 8' OF SS. SEE SECTION A C2 o_ 41 5. INSTALL 10" TERMINAL BACKWATER VALVE PLASTIC z TRENDS MODEL D PART NO. P0210 OR EQUIVALENT cwi W w IN INLET INSIDE MANHOLE w I- z Jw w 6. SEE DRAWING G2 FOR TABLE OF CONTROL POINTS USED o i oo v v TO ESTABLISH FACILITIES LOCATIONS O <0 n1 J _H M R J +I In + 2 o_ rn N Ln _ ,') ,� o N ow) 'a w 7. TV INSPECTION REQUIRE AFTER BALL AND FLUSH AND TESTING + _ + x'°'n o N II N II O a�MM o a�v�0 V�i'Uj'a:T=0 H En I- I- V) II�W V) tna_—O to tnFxK00 13 12 � 11 -? 10 1 9 a 8" MIN. SEPERATION 8 SEE NOZE k t ` 7 86 10" SS S=0.0020 6 5 _ 4 3 2 0+80 1+00+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+(0 6+20 6+40 6+60 CORE DRILL EXISTING MANHOLE AND PVC SDR2ASEXCENOTED Ni to 1 n to 0 RE-FORM MANHOLE BASE CHANNEL TO + 3 v M W SUIT 10" SEWER. INSTALL NEW SEWER C) iv W o o z WITH WATER TIGHT RESILIENT CONNECTOR PROFILE " �wZ tow aall� SCALE: H 1"=20'-O" V 1"=4'-O" rn ..? O m I- W— o E/) � SCALE BAR IS ONE INCH DATE AT FULL SCALE DESIGNED NTC 0 JULY 2007 ECO: LOGIC FLYING J INC. FLYING J -LOOT DRAWING NUMBER SHEET NUMBER ^ 1 AS NOTED IF NOT ONE INCH DRAWN BD 333 WEST CENTER STREET CSA 31 WELL NUMBER 3 NITRATE PIPELINE PLAN AND PROFILE SCALEON ACSCORRDINGLY FILE CHECKED MAG Engineering NORTH SALT LAKE, UT 84054 TREATMENT SYSTEM SITE IMPROVEMENTS C3 6 OF 22 FLYJ07-007 Rocklin, California IE IL