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PROJECT LOCATION C -1, C -2 O PALM OCM BAlIt1U1TM LAG" `n LR COSTA AV PROJECT i I LOCATION C -12 1 PROJECT LOCATION C -4 PROJECT LOCATION C -11 EL` +T; y PROJECT LOCATION C -3 REV.1 DATE 1 BY VICINITY MAP NOT TO SCALE DESCRIPTION SAN DIEGUITO WATER DISTRICT DECLARATION OF RESPONSIBLE CHANGE ENCINITAS, CALIFORNIA I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE CONSTRUCTION PLANS FOR OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT WATER LINE IMPROVEMENTS CONFINED SPECIFICATIONS AA REVIEW ONLY ANDUD ES NOT REL EVET ES GAS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. VALVE E E � DATE REPLACEMENTS R C.E59395EXPIR S 12/31 11 II DESIGNED: RJB o QQf,sse DRAWN: KK,PC,PV E9. 12/31/11 CHECKED: 9T� CIVI!- APPROVED DATE I RJB of CA��F I ABBREVIATIONS ACP ASPHALTIC CONCRETE PIPE APPROX BOARD OF DIRECTORS AV AIR & VACUUM VALVE BO BLOWOFF oUVENIMN RD PROJECT CLR CLEAR CONC LOCATION DCHC DEEP CUT HOUSE CONNECTION DI c -a c -s, c -10 DIA DIAMETER DIP DUCTILE IRON PIPE JEROME STOCKS, PRESIDENT S11 DWG(S) DRAWING(S) TERESA BARTH, VICE PRESIDENT EAST OR ELECTRICAL PROJECT END OF CURVE KIRSTEN GASPAR, BOARD MEMBER EXISTING LOCATION C -7 FIRE HYDRANT MAGGIE HOULIHAN, BOARD MEMBER FLANGE FO FIBER OPTIC JAMES BOND, BOARD MEMBER ENCINITAS BLVD ,/ G GAS /GENERAL DRAWINGS GV GATE VALVE HORIZ HORIZONTAL SHEET INDEX HIGH PRESSURE SHEET DRAWING TITLE k FE DR 1 G -1 TITLE SHEET MAXIMUM 2 G -2 GENERAL NOTES AND ABBREVIATIONS MINIMUM 3 G -3 KEY MAP — PROJECT LOCATIONS 1 -7 NORTH 4 C -1 PLAN & PROFILE ANDREW AVE STA 1 +00 TO 4 +50 BIRM11 GNAM OR 5 C -2 PLAN & PROFILE ANDREW AVE STA 4 +00 TO 7 +55.03 OVERHEAD 6 C -3 PLAN & PROFILE CHESTERFIELD DR STA 1 +00 TO 3 +48.46 PLAIN END 7 C -4 PLAN & PROFILE HAYDN DR STA 1 +00 TO 4 +00 POINT OF REVERSE CURVE 8 C -5 PLAN & PROFILE HAYDN DR STA 4 +00 TO 7 +00 , C 9 C -6 PLAN & PROFILE HAYDN DR STA 7 +00 TO 8 +33.00 REQUIRED 10 C -7 PLAN & PROFILE OCEANIC DR STA 1 +00 TO 3 +44.57 m J0 SCH SCHEDULE SD IAGOON 11 C -8 PLAN & PROFILE SEEMAN DR STA 1 +00 TO 5 +00 SAN DIEGO REGIONAL STANDARD DRAWINGS 12 C -9 PLAN & PROFILE SEEMAN DR STA 5 +00 TO 9 +00 SPECIFICATIONS 13 C -10 PLAN & PROFILE SEEMAN DR STA 9 +00 TO 13 +00.25 STREET 14 C -11 VALVE REPLACEMENT KEY MAP TELEPHONE 15 C -12 WATER VALVE REPLACEMENT LOCATIONS AND DETAILS TYPICAL 16 C -13 WATER VALVE REPLACEMENT LOCATIONS AND DETAILS WATER OR WEST 17 D -1 MISCELLANEOUS DETAILS 1 WITH 18 D -2 MISCELLANEOUS DETAILS 2 DESIGNED: RJB o QQf,sse DRAWN: KK,PC,PV E9. 12/31/11 CHECKED: 9T� CIVI!- APPROVED DATE I RJB of CA��F I ABBREVIATIONS ACP ASPHALTIC CONCRETE PIPE APPROX APPROXIMATELY AV AIR & VACUUM VALVE BO BLOWOFF CL CLASS CLR CLEAR CONC CONCRETE DCHC DEEP CUT HOUSE CONNECTION DI DUCTILE IRON DIA DIAMETER DIP DUCTILE IRON PIPE DR DRIVE DWG(S) DRAWING(S) E EAST OR ELECTRICAL EC END OF CURVE EX, EXIST EXISTING FH FIRE HYDRANT FLG FLANGE FO FIBER OPTIC FT FEET G GAS /GENERAL DRAWINGS GV GATE VALVE HORIZ HORIZONTAL HP HIGH PRESSURE ID INSIDE DIAMETER IE INVERT ELEVATION LF LINEAR FOOT MAX MAXIMUM MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM OD OUTSIDE DIAMETER OH OVERHEAD PC POINT OF CURVATURE PE PLAIN END PO PUSH ON PRC POINT OF REVERSE CURVE PVC POLYVINYL CHLORIDE PIPE R RADIUS RD ROAD READ REQUIRED R/W RIGHT OF WAY S SOUTH OR SEWER SCH SCHEDULE SD STORM DRAIN SDGE SAN DIEGO GAS AND ELECTRIC COMPANY SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS SDWD SAN DIEGUITO WATER DISTRICT SPECS SPECIFICATIONS SQ SQUARE ST STREET STD STANDARD T TELEPHONE TV TELEVISION TYP TYPICAL VERT VERTICAL W WATER OR WEST WAS WATER AGENCY STANDARD W/ WITH WAS STANDARD DRAWINGS WA -01, WC -17 WB -01, WC -17 WB -02 WF -01 WP -01 WP -02 WP -03 WS -01, WC -17 WS -02, WC -17 WS -03 WS -07 WS -08 WS -09 WT -01 WV -02 2" MANUAL AIR VALVE W/ SACRIFICIAL ANOD S 2" BLOW OFF INSTALLATION W/ SACRIFICIAL NODES 4" BLOW OFF INSTALLATION FIRE HYDRANT ASSEMBLY WARNING AND IDENTIFICATION TAPE AND TRACER WIRE INSTALLATIONS PIPE BEDDING AND TRENCH BACKFILL PLUGGING ABANDONED WATER PIPE 1" WATER SERVICE W/ CATHODIC PROTECTION 2" WATER SERVICE W/ CATHODIC PROTECTION METER BOX LOCATIONS FOR WATER EXISTING WATER SERVICE ASSEMBLY RECONNECTION EXISTING WATER SERVICE ABANDONMENT DUAL DOMESTIC FIRE /WATER SERVICE INSTALLATION CONCRETE THRUST AND ANCHOR BLOCKS GATE WELL INSTALLATION FOR VALVES (SPEED >35 MPH) CROSS REFERENCING SYSTEM (1) A SECTION CUT ON DRAWING M -3 IS IDENTIFIED AS FOLLOWS: SECTION LETTER * DRAWING WHERE SEC11ON IS DETAILED (2) ON DRAWING M -4 THE SECTION IS IDENTIFIED AS FOLLOWS: SECTION A SECTION LETTER NOT TO SCALE M —� �* DRAWING ON WHICH SECTION WAS CUT (3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER TO THAT OF SECTIONS EXCEPT DETAILS ARE ASSIGNED NUMBERS RATHER THAN LETTERS. DETAIL DETAIL NUMBER NOT TO SCALE — ''�. _ INDICATES THAT DET . OR SECTION IS SHPl. ON SAME SHEET AS CALLED OUT ENCINITAS ENGINEERING DEPT. ENCINITAS FIRE DEPT. BY: DATE: Cam& BY: %&'ter` �lMe"f_ DATE: 513111 San Dieguito Water District DUDEK 505 South Vulcan Avenue 605 Third Street Encinitas, CA 92024 Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 Phone: 760.633.2709 -.' Fax: 760.633.2818 P: \101.Engineering \San Dieguito SAN DIEGUITO WATER DISTRICT WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS TITLE SHEET 4 -2009 Pipeline Projects \6 — Design Dota \CAD 6474 Dwg G -1 SHEET 1 OF 18 PROJECT N0. CWW 10A -2 4/12/2011 3:42 PM 0 6r, i GENERAL NOTES 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST WATER AGENCY STANDARD SPECIFICATIONS AND DRAWINGS, AND THE 2006 EDITION OF THE GREEN BOOK EXCEPT WHERE MODIFIED ON THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND BERMS DAMAGED DURING CONSTRUCTION, IN KIND, PER THE CITY OF ENCINITAS STANDARDS, REGIONAL STANDARD DRAWINGS (MARCH 1999 EDITION) AND THE 2006 EDITION OF GREENBOOK PRIOR TO PLACING OF PAVEMENT. ALL EDGES SHALL BE SAW CUT VERTICAL -Y. PAVEMENT THICKNESS SHALL BE EQUAL TO THAT OF THE EXISTING PAVEMENT PLUS I -INCH, BUT IN NO CASE WILL LESS THAN 4- INCHES BE PERMITTED. 3. THE CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL PROPERTY IMPROVEMENTS, INCLUDING FENCES, TREES, SHRUBS, IRRIGATION PIPING, AND LANDSCAPING DAMAGED DURING CONSTRUCTION. 4. AL_ FITTINGS AND VALVES 6- INCHES AND ABOVE SHALL. HAVE CONCRETE THRUST BLOCKS IN ACCORDANCE WITH THESE DRAWINGS AND W.A.S. STANDARD DRAWING WT -01. 5. ALL WATER SERVICE REPLACEMENT AND RECONNECT REQUIRED SHAD- BE COPPER, BETWEEN THE NEW MAIN AND THE METER BOX AND SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND PER W.A.S. STANDARD DRAWINGS, INCLUDING SACRIFICIAL ANODES. 6. ALL NEW FIRE HYDRANT INSTALLATION BRANCH TEES SHALL BE FIELD LOCATED AND MARKED BY SURVEY AND VERIFIED BY POTHOLING. INSTAL A11ON SHALL BE PER W.A.S. STANDARD DWG NO. WF -01. AU_ HYDRANTS SHALL BE INDUSTRIAL OR RESIDENTIAL AS INDICATED ON PLANS. FIRE HYDRANTS SHALL HAVE GUARD POSTS UNLESS INSTALLED BEHIND AN EXISTING CURB OR SIDEWALK. 7. ALL WATER MAIN VALVES SHALL BE INSTALLED LEVEL, WITH SHAFT AND OPERATING NUT VERTICAL, AND SHALL HAVE JOINT CONNECTIONS TO CAST IRON FITTINGS PER W.A.S. STANDARDS AND SPECIFICATIONS, UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING AND BARRICADING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. 9. DEPARTMENT OF OCCUPATIONAL AND SAFETY & HEALTH (DOSH) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT FROM DOSH PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OR EXCAVATIONS WHICH ARE 5 FEET OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND. 10. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES TO BE JOINED OR CROSSED PRIOR TO COMMENCING WORK. REPRESENTATIVES FROM APPROPRIATE U71UTIES SHALL BE NOTIFIED 48 HOURS PRIOR TO FIELD LOCATION. THE CONTRACTOR SHALL NOTIFY, DISTRICT OF ANY POTENTIAL CONFLICTS A MINIMUM OF 10 WORKING DAYS PRIOR TO CONSTRUCTION TO ALLOW FOR REDESIGN IF NECESSARY. UTILITY PHONE. UNDERGROUND SERVICE ALERT 800 422 -4133 CALTRANS* 619 688 -6843 SBC COMMUNICATIONS 619 697 -5371 SAN DIEGO GAS AND ELECTRIC j6191 696 -2389 CITY OF ENCINITAS 760 633 -2700 SAN DIEGUITO WATER DISTRICT 760 633 -2709 LEUCADIA WASTE WATER DISTRICT 760 753 -0155 CARDIFF SANITATION DISTRICT 760) 633 -2870 DANIELS CABLE 619 438 -7741 COX CABLE 619 263 -9251 SOUTHWESTERN CABLE 619 695 -3220 * CALTRANS FACIU11ES WILL NOT BE MARKED OUT BY USA. 11. ALL SALVAGED MATERIALS SHAD- BE RETURNED TO SDWD. 12. MINIMUM COVER OVER THE WATER MAIN SHALL BE 36- INCHES, UNLESS OTHERWISE SHOWN. 13. ALL MANUAL AIR RELEASE METER BOX INSTALLATIONS SHALL BE SET BEHIND CURB OR SIDEWALK, UNLESS OTHERWISE INDICATED. 14. HAUL ROUTES SHALL BE PROVIDED BY THE CONTRACTOR AND APPROVED BY THE CITY ENGINEER BEFORE THE *NOTICE TO PROCEED" IS ISSUED. 15. THE CONTRACTOR SHALL LIMIT HIS CONSTRUCTION ACTIVITIES TO THE PERIOD BETWEEN 7:30 A.M. AND 5:00 P.M. REDUCED WORK HOURS OF 9:00 AM TO 3:00 PM MAY BE REQUIRED FOR CIRCULATION OR MAJOR ARTERIAL ROADWAYS, UNLESS OTHERWISE NOTED IN SPECIFICATIONS. 16. UNLESS NOTED OTHERWISE, ALL FITTINGS AND VALVES SHAH_ HAVE TYTON PUSH -ON JOINTS OR EQUI4ALENT. 17. AL HORIZONTAL CONTROL REFERENCED ON THESE PLANS ARE PER THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 6, PER THE N.A.D. 83 SYSTEM. 18. WATER SERVICE TO CUSTOMERS SHALL BE IN OPERATION AT ALL TIMES EXCEPT DURING SERVICE RECONNECTION, DURING WHICH TIME SERVICE MAY BE INTERRUPTED FOR A MAXIMUM DURATION OF 30 MINUTES. 19. ALL ACP TO PVC TRANSITION COUPLINGS INDICATED ON PLAN SHEETS 1 THROUGH 19 REQUIRE A RESTRAINT DEVICE ON THE PVC SIDE OF THE COUPLING TO PREVENT MOVEMENT FROM TAKING PLACE. REV.1 DATE 1 BY 1 DESCRIPTION GENERAL NOTES (FONT' 20. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ADDRESS FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS EXISTING SIZE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS ACTION REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 405 ANDREW AVE WORKING HOURS, AND THAT THE CONTRACTOR DEFEND, INDEMNIFY AND HOLD THE 1'" OWNER AND ENGINEER HARMLESS FOR ALL LIABILITY, REAL OR ALLEGED, IN INSTALL NEW 1" COPPER CONNEC11ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR 408 ANDREW AVE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 1'" 21. THE LOCATIONS OF UTILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A TRANSFER EXIST 1" COPPER SEARCH OF AVAILABLE RECORDS. ADDITIONAL UTILITIES NOT OF RECORD MAY EXIST. 414 ANDREW AVE THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR 1" TO EXCAVATION, AND SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT SAID INSTALL NEW 1" COPPER UTIUTIES. DUE TO THE UNKNOWN VERTICAL LOCATIONS OF CERTAIN EXISTING 420 ANDREW AVE UNDERGROUND UTILITIES, ADJUSTMENT MAY BE REQUIRED TO THE GRADE OF SAID 1" UTILITIES. THIS SHALL BE COORDINATED WITH THE CONTRACTOR PERFORMING THE TRANSFER EXIST 1" COPPER RELOCATIONS. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE 422 ANDREW AVE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD AT CONSTRUCTION TO 1" PERMIT REVISION TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL TRANSFER EXIST 1" COPPER LOCATION OF EXISTING FACILITIES. 424 ANDREW AVE 051100 1" 22. CONTRACTOR SHALL DISPOSE OF ANY MATERIALS EXPORTED All' AN APPROVED AND TRANSFER EXIST 1" COPPER LEGAL DISPOSAL SITE. 426 ANDREW AVE 23. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO 1'" CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE TRANSFER EXIST 1" COPPER PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC 430 ANDREW AVE PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY 1" WATERING OR OTHER APPROVED METHOD THROUGHOUT THE CONSTRUCTION INSTALL NEW 1" COPPER OPERATIONS. r 24. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL CONNECTIONS TO EXISTING f PIPE BY POTHOLING PRIOR TO COMMENCING WORK. TRANSFER EXIST 1" COPPER 25. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH;:L 466 ANDREW AVE DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN 1'" BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN , COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR 492 ANDREW AVE USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS NTH f DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE TRANSFER EXIST 1" COPPER 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII 1715 HAYDN DR BETWEEN 270 FEET AND 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH _ 1'" JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. TRANSFER FXiST 1" COPPER USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS 1724 HAYDN DR / COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET 1" TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS TRANSFER EXIST 1" COPPER SPECIFICALLY AUTHORIZED BY DISTRICT'S REPRESENTATIVE. 1731 & A HAYDN DR / 26. IN THE EVENT OF CONFLICT WITH EXISTING SEWER LATERALS, CONTRACTOR SHALL 1'" REFER TO W.A.S. DETAIL WM -07 FOR LATERAL REPLACEMENT REQUIREMENTS. INSTALL NEW 1i' COPPER 27. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD 1732 HAYDN DR BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM 1'i EFFECT JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL TRANSFER EXIST 1" COPPER REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 1740 & 1742 HAYDN DFZ 28. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SHALL BE 1" PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 & WC -18. INSTALL NEW 1" COPPER CITY OF ENCINITAS NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEERING DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT --OF -WAY. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE PERMIT AND PAYING ALL REQUIRED FEES AND DEPOSITS (REFER TO SECTION 7- 1.04). 2. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHA'.l BE GIVEN dOT LESS THAN 48 HOURS ADVANCE tjOTTCE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR (760) 633 -2797 AS STATED ON THE PERMIT. TRAFFIC CONTROL NOTES 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE NTH APPENDIX A OF THE REGIONAL STANDARD DRAWINGS (AUGUST 2008 EDITION) AND THE WORK AREA TRAFFIC CONTROL HANDBOOK, 2009, NINTH EDITION. 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH CALTRANS STANDARD PLAN T -11, T -12 OR T -13 DURING ;Y' WORKING HOURS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN I �� PROGRESS, THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF THE ROADWAY OPEN TO TRAFFIC. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 -FEET WIDE UNLESS OTHERWISE APPROVED BY THE CITY OF ENCINITAS. 5. ANY TRENCH PLATES USED SHALL HAVE SKID RESISTANT SURFACES. 6. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS TO THE CITY OF ENCINITAS TRAFFIC ENGINEER FOR APPROVAL AT I. -EAST FIVE WORKING DAYS PRIOR TO THE START OF WORK. CIRCULATION AND MAJOR ARTERIAL ROADWAYS MAY HAVE REDUCED WORK HOURS; 9:00 AM TO 3:00 PM, UNLESS OTHERWISE NOTED IN SPECIFICATIONS, NO ADDITIONAL COMPENSATION SHALL BE GIVEN TO CONTRACTOR. 7. WHEN CONSTRUCTION OPERATION IS NOT ACTIVELY IN PROGRESS, ALL TRAFFIC CONTROL EQUIPMENT SUCH AS CONES AND SIGNS SHALL BE REMOVED FROM WORK AREA. DESIGNED: m. RJB DRAWN. KK,PC,PV CHECKED: APPROVED DATE RJB WATER SERVICE DATA ADDRESS METER NUMBER EXISTING SIZE EXISTING SERVICE TYPE ACTION REFERENCE 405 ANDREW AVE 071872 1'" ORANGEBERG INSTALL NEW 1" COPPER C -1 408 ANDREW AVE 17908888 1'" COPPER TRANSFER EXIST 1" COPPER C -1 414 ANDREW AVE 071419 1" ORANGEBERG INSTALL NEW 1" COPPER C -1 420 ANDREW AVE 3379260 1" COPPER TRANSFER EXIST 1" COPPER C -1 422 ANDREW AVE 33293822 1" COPPER TRANSFER EXIST 1" COPPER C -1 424 ANDREW AVE 051100 1" COPPER TRANSFER EXIST 1" COPPER C -1 426 ANDREW AVE 17908891 1'" COPPER TRANSFER EXIST 1" COPPER C -1 430 ANDREW AVE 17978759 1" PLASTIC INSTALL NEW 1" COPPER C -1 460 ANDREW AVE 17978761 1'" COPPER TRANSFER EXIST 1" COPPER C -2 466 ANDREW AVE 17308914 1'" COPPER TRANSFER EXIST 1" COPPER C -2 492 ANDREW AVE 071513 1" COPPER TRANSFER EXIST 1" COPPER C-2 1715 HAYDN DR 041 354 _ 1'" COPPER TRANSFER FXiST 1" COPPER C-4 1724 HAYDN DR / 19760336 1" COPPER TRANSFER EXIST 1" COPPER C-4 1731 & A HAYDN DR / 040848 1'" BLACK PLASTIC INSTALL NEW 1i' COPPER C-4 1732 HAYDN DR 041212 1'i COPPER TRANSFER EXIST 1" COPPER C-4 1740 & 1742 HAYDN DFZ 040842 1" BLACK PLASTIC INSTALL NEW 1" COPPER C -5 1743 HAYDN DR 041314 1" ORANGEBERG COPPER INSTALL NEW 1" COPPER TRANSFER EXIST 3/4" COPPER C -5 C -5 1750 HAYDN DR 040843 3 / 1758 HAYDN DR 040838 3/411 PLASTIC INSTALL NEW 1" COPPER C -5 1760 HAYDN DR 040977 1'" COPPER TRANSFER EXIST 1" COPPER C -5 1761 HAYDN DR ! 040849 1'" BLACK PLASTIC INSTALL NEW 1" COPPER C -5 1770 HAYDN DR 96938140 1"" ORANGEBERG INSTALL NEW 1"' COPPER C -5 1777 HAYDN DR 040975 1"" COPPER TRANSFER EXIST 1" COPPER C -5 1779 HAYDN DR 040844 1" COPPER TRANSFER EXIST 1" COPPER C -5 1780 HAYDN DR 97379943 1'" COPPER TRANSFER EXIST 1" COPPER C -5 1782 HAYDN DR ! 97379947 1" COPPER TRANSFER EXIST 1" COPPER C -5 1790 HAYDN DR 292°-8693 31411 COPPER TRANSFER EXIST 3/4" COPPER C -6 135 SCHUBERT PATH 1102203224 1'" COPPER TRANSFER EXIST 1" COPPER C -6 145 SCHUBERT PATH 040845 1" COPPER TRANSFER EXIST 1" COPPER C -6 1186 SANTE FE INSTALL. NEW 1" COPPER INSTALL METER BOX C -7 124 SEEMAN DR 071757 1" COPPER TRANSFER EXIST 1" COPPER C -8 126 SEEMAN DR 18037773 its y COPPER TRANSFER EXIST 1" COPPER C -8 133 SEEMAN DR 18110214 2" COPPER TRANSFER EXIST 2" COPPER C -8 137 SEEMAN DR 070035 3!4°" COPPER TRANSFER EXIST 3/4" COPPER REPLACE WATER METER C -8 145 SEEMAN DR 070034 3/4" COPPER TRANSFER EXIST 3/4" COPPER_ C -8 200 SEEMAN DR 072239 3/4" COPPER TRANSFER EXIST 3,14" COPPER C -8 203 SE':EMAN DR 070037 3/4" COPPER TRANSFER EXIST 3/4" COPPER C -8 211 SEEMAN DR 070036 3/4" COPPER TRANSFER EXIST 3 /4" COPPER C -8 220 SEEMAN DR 15668618 1"' COPPER TRANSFER EXIST 1" COPPER C -9 224 SEEMAN DR 071971 1" COPPER TRANSFER EXIST 1" COPPER C -9 230 SEEMAN DR 072241 3/4" COPPER - ' - " ' " COPPER C -9 / 230 SEEMAN DR 071904 1" COPPER INSTALL NEW 1" COPPER C -9 237 SEEMAN DR - 17559053 1 1/2" PVC INSTALL NEW 2" COPPER C -9 239 SEEMAN DR 33293823 1" COPPER TRANSFER EXIST 1" COPPER C -9 241 SEEMAN DR 33293825 1" COPPER TRANSFER EXIST 1" COPPER C -9 243 SEEMAN DR 072238 3/410 COPPER TRANSFER EXIST 3/4" COPPER C -9 251 SEEMAN DR / 072114 1" COPPER TRANSFER EXIST 1" COPPER C -10 272 SEEMAN DR 072240 3/4" COPPER TRANSFER EXIST 1" COPPER C -9 300 SEEMAN DR 071247 1'" COPPER TRANSFER EXIST 1" COPPER C -9 302 SEEMAN DR 18037770 1'" COPPER TRANSFER EXIST 1" COPPER C -9 309 SEEMAN DR 072114 1'i COPPER TRANSFER EXIST 1" COPPER C -10 310 SEEMANN DR 071969 1" COPPER TRANSFER EXIST 1" COPPER - TRANSFER EXIST I" COPPER C -9 C -10 321 SEEMAN DR 1 071020 1" COPPER 324 SEEMAN DR j 072237 1" COPPER TRANSFER EXIST 1" COPPER C -10 325 SEEMAN DR 18037771 11/201 COPPER TRANSFER EXIST 1" COPPER C -10 329 SEEMAN DR 1 , 09425182 1" COPPER TRANSFER EXIST 1" COPPER C -10 209 MANGO VIEW DR 071826 1" COPPER TRANSFER EXIST 1" COPPER C -8 211 MANGO VIEW DR 071828 1" COPPER TRANSFER EXIST 1" COPPER 15-8 213 MANGO VIEW DR< 071827 1" COPPER TRANSFER EXIST 1" COPPER C -8 214 MANGO VIEW DRS' COPPER TRANSFER EXIST 1" COPPER C -8 219 MANGO VIEW DR 7 071905 lit COPPER TRANSFER EXIST 1" COPPER C -8 �-1r ENCINITAS BLVD 71829 1" COPPER TRANSFER EXIST 1" COPPER C -8 fjVESSIO v �cti yy DUDEK * o. 59395 * 605 Third Street Encinitas, CA 92024 �9 ECI V LJ11 760.942.5147 Fax 760.632.0164 PF 4F CA FQ� San Dieguito Water District LEGEND G- HP EXIST GAS LINE. 'BHP" INDICATES EXIST HIGH PRESSURE. E OH EXIST ELECTRIC CONDUIT /CABLE EXIST "OH" INDICATES OVERHEAD T --- EXIST TELEPHONE CONDUIT(S) TV EXIST TELEVISION CONDUIT(S) fir' EXIST WATER PIPE S EXIST SEWER C5� EXIST SEWER LATERAL SD = EXIST STORM DRAIN C-340- -- EXIST INDEX CONTOUR C" - -- EXIST INTER CONTOUR ° EXIST UTILITY PEDESTAL -- -- -} EXIST POWER POLE 0 EXIST SIGN 64.5 EXIST SPOT ELEVATION X EXIST MANHOLE A. 338 61 EXIST MONUMENT EXIST STREET LIGHT EXIST FENCE EXIST PALM TREE �j EXIST TREE EXIST METER BOX COVER F EXIST FIRE HYDRANT EXIST GATE VALVE EXIST AIR RELEASE VALVE EXIST BLOW OFF AV 80 - STREET CENTERLINE R/W RIGHT -OF -WAY -•° -- LOT LINE/PROPERTY LINE NEW POTABLE WATER LINE GATE VALVE (SIZE PER PLAN) REDUCER (SIZE PER PLAN) PLUM AND CAP (SIZE PER PLAN) (WP -03) 2" BLOWOFF INSTALLATION (WB -01; 2" MANUAL AIR RELEASE VALVE (WA -01) C ' i EXIST WATER SERVICE ASSEMBLY RECONNECTIION (WS -07) ©W NEW 1" WATER SERVICE ASSEMBLY (WS -01) THRUST AND ANCHOR E' 0CK (WT -01) T 6" FIRE HYDP.tNT (RESIDENTIAL UNLESS OTHERWISE NOTED) W /UARD POST SAN DIEGUITO WATER DISTRICT WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS 505 South Vulcan Avenue Encinitas, CA 92024 Phone: 760.633.2709 GENERAL NOTES AND ABBREVIATIONS Fax: 760.633.2818 I G -2 2 OF 18 PROJECT NO. CWW 1 OA -2 P:\101.Engineering\\San Dieguito WD \6474 -2009 Pipeline Projects \6 -Design Data .,CAD 6474 Dwg 6474 SH02 G02 4/12/2011 3: w s �'1 `ft L -.,. -- `7 I ~ ��5�. C*V -4 L � KEY MAP LOCATION 1 G� V/ �,�0000, •- < i KEY MAP LOCATION 2 BASIS OF COORDINATES NAD 83 (1991.35 EPOCH) ENC -33 (PT NO. 1033) N 1957888.951' E 6242388.878' ELEV 82.081' (NAVD 88) RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN CURB ON THE SOUTH SIDE OF THE PARKING LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS. REV. BENCHMARK ENC -25 (PT NO. 1025) ELEV 60.601' (NAVD 88) RECORD OF SURVEY 18416 Gym 7 .� �`% \ �1 \ \ 1 1 \ \ \ 1 r 2.5" CITY OF ENCINITAS BRASS DISC IN WELL MONUMENT IN THE MIDDLE OF THE INTERSECTION OF SOUTH EL PORTAL STREET AND LA MESA AVENUE, 100 FEET NORTH ALONG THE SOUTHEASTERLY CURB LINE OF SOUTH EL PORTAL STREET. DATE I BY I DESCRIPTION - v I v \ I ( l ) I � f f f I f I I k � I T k I I 1 Q 1 I �C 1 tSANTA FE D—R.-f- KEY MAP LOCATION 4 1 1 � 1 � s , KEY MAP LOCATION 3 DESIGNED: RJB DRAWN. KK,PC,PV CHECKED: APPROVED DATE RJB QR )FESS /0 DUDEK ,t 0. 93 * 605 Third Street Encinitas, CA 92024 ��9TFxpCl2 /31/1 760.942.5147 Fax 760.632.0164 0 CA4 KEY MAP LOCATION 5 NOTE 9 i i i i i L E KEY MAP LOCATION 6 C- 1 no SEE DETAIL 8 ON DWG D -1 FOR TYPICAL VALVE REPLACEMENT CONNECTION TO EXISTING AC P PIPE. VALVE AND GATE WELL SHALL BE INSTALLED PER WAS WV -01. THRUST BLOCKING SHALL BE PER WAS WT -01. RIGHT—OF—WAY LINES, AND EXISTING EASEMENTS SHOWN HEREON WERE ESTABLISHED FROM AVAILABLE RECORD MAPS. NO TITLE REPORTS WERE PROVIDED OR REVIEWED FOR THIS PROJECT AREA. SELECT RECORD MONUMENTS WERE TIED INTO THE PROJECT COORDINATE SYSTEM TO ORIENTATE THE RECORD MAP. BEARINGS AND DISTANCES FROM THIS DRAWING REPRESENT A BEST FIT COMPILATION OF RECORD DATA. THESE PROPERTY LINES AND RIGHT —OF --WAY LINES ARE INTENDED TO BE USED FOR A GRAPHIC REPRESENTATION ONLY. San Dieguito Water District 505 South Vulcan Avenue Encinitas, CA 92024 Phone: 760.633.2709 Fax: 760.633.2818 VALVE REPLACEMENT INDEX MAP N.T.S. GRAPHIC SCALE 0 100' 200' SCALE: 1" = 100' � SAN DIEGUITO WATER DISTRICT � WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS KEY MAP - PROJECT LOCATIONS 1 -7 G-3 SHEET 3 OF 18 PRbJECT NO. CWyIVV 10A -2 P: \101.Engineering \San Dieguito WD \6474 -2009 Pipeline Projects \6 -- Design Data CAD 6474 Dwg 6474 SH03 G03 4/1 2011 I 1 � � � I I� I I I � I � I t: cT 0) � � I I co I I iU L _ — _ J KEY MAP LOCATION 5 NOTE 9 i i i i i L E KEY MAP LOCATION 6 C- 1 no SEE DETAIL 8 ON DWG D -1 FOR TYPICAL VALVE REPLACEMENT CONNECTION TO EXISTING AC P PIPE. VALVE AND GATE WELL SHALL BE INSTALLED PER WAS WV -01. THRUST BLOCKING SHALL BE PER WAS WT -01. RIGHT—OF—WAY LINES, AND EXISTING EASEMENTS SHOWN HEREON WERE ESTABLISHED FROM AVAILABLE RECORD MAPS. NO TITLE REPORTS WERE PROVIDED OR REVIEWED FOR THIS PROJECT AREA. SELECT RECORD MONUMENTS WERE TIED INTO THE PROJECT COORDINATE SYSTEM TO ORIENTATE THE RECORD MAP. BEARINGS AND DISTANCES FROM THIS DRAWING REPRESENT A BEST FIT COMPILATION OF RECORD DATA. THESE PROPERTY LINES AND RIGHT —OF --WAY LINES ARE INTENDED TO BE USED FOR A GRAPHIC REPRESENTATION ONLY. San Dieguito Water District 505 South Vulcan Avenue Encinitas, CA 92024 Phone: 760.633.2709 Fax: 760.633.2818 VALVE REPLACEMENT INDEX MAP N.T.S. GRAPHIC SCALE 0 100' 200' SCALE: 1" = 100' � SAN DIEGUITO WATER DISTRICT � WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS KEY MAP - PROJECT LOCATIONS 1 -7 G-3 SHEET 3 OF 18 PRbJECT NO. CWyIVV 10A -2 P: \101.Engineering \San Dieguito WD \6474 -2009 Pipeline Projects \6 -- Design Data CAD 6474 Dwg 6474 SH03 G03 4/1 2011 REV.1 DATE 1E,# i 120 1 1 +00.00 ANDREW 396 Andre R CONNECT TO EX SEE DETAIL 1 C I' D -1 W I — — — rR /W1�--- _ L- RAW OE CTV U 408 Andrew "CAUTION" 2" HP GAS 405 Andrew 4 2 414 Andrew E a' C AU110N" R 2" HP GAS 9; c Q ' r� " ", —1 _J` ir., t:-- Ma INSTALLNTIAL WAS WF -01 m 3 430 Andrew 496 Hillcrest SCALE: 1"=20' DESIGNED: QRpFESS /o RJB j DRAWN: KK,PC,PV .� No. 5 39 — UP. 12/31/11 CHECKED: s�91 CIVI BY DESCRIPTION APPROVED DATE RJB F 0� CA4�4o �r V R i 7904 Leucadia Scenic NEW 8" PVC (CL 200) WATER LINE SEE NOTE 5 AND NOTE 6 �9� i E , V U W 130 V) 120 PIPELINE DATA TABLE No. DELTA - -BRG. ;- LENGTH L1 — HOWN. -- - r- A=71'54'28" 165.00 207.08 UT, AND POTHOLING, PRIOR TO CONSTRUCTION. 2. USE DEFLECTION COUPLINGS, WHERE APPROVED, FOR VERTICAL AND HORIZONTAL DEFLECTION POI TS. MAXIMUM DEFLECTION SHALL BE FOUR DEGREES. 3. EXISTING 6" PIPELINE SHALL BE REMOVED ND REPLACED WITH NEW 8" PVC PIPELINE. WHE .v REPLACEMENT IS UNDER CONCRETE SURFAC, CONTRACTOR SHALL SAW CUT TRENCH LIMI S. 4. CONTRACTOR SHALL MAINTAIN WATER SUPPLY 8" - -._. PVC _.. ___. WATER -_ ___�._ BE USED CL S .. 200 R ....CE_ L PIPELINE BETWEEN STATION 1 +00 AND 4+01). ROAD RAMPS SHALL BE USED TO ALLOW 2 —WAY TRAFFIC CROSSING HIGHLINE AT ROADS AND DRIVEWAYS. 5. CONTRACTOR TO REMOVE EXISTING 6" AC PIPELINE AND INSTALL 8" PVC PIPELINE WITHIN ORIGINAL TRENCH. 6, FOR PIPELINE INSTALLATION BETWEEN STATION 3-'x20 AND 4 +40, CONTRACTOR SHALL REMOVE Ai D REPLACE EACH FULL CONCERTS PANEL IMPACTED AS PART OF THE PIPELINE REPLACEMENT. iEPLACE EACH CONCRETE PANEL PER SDRSD G -12 WITH - _. �_ -_._ FINAL ALIGNMENT OF REPALCED CONCETE PANEELS SHALL BE AS PER EXISTING CONDITIONS. 7. WATER SUPPLY TO LEUCADIA SCENIC CT. TO REMAIN IN SERVICE AT ALL TIMES. SE EXISTING CONCRETE IN ANDREW AVE. IS BETWEEN 0 _ AND 8" THICK. GRAPHIC SCALE 0 20' 40' SCALE: 1" = 20' C.1 __ ____ _3._. __ _ _ ___ ___ ___ _ __ ____ -- _ _ -__ �_._w ___ -- -- _ - - _ I _ i Vl- -S Aµ 2. 51.7.. .. -- _ _ _ _ _ + 1-0— 1 j � i � i � i • f W -.4 A a. V, `/ .#' V./ jGf �., ... _.... -f — 1 �• .rte• ry _ O LL __ I __ ____ ` _ _ .. _ __ _.. __..__ __ _ _ E1XI TI _ -- G -_ G A _ _ -__ .. Uj _.___ __ ____ ___.... -.__ im € -to I- ...E 3 M N Jz cv Vi - _ w, IV Q- i I S } CF POO F E S , E r S .. 1 - 1 E I� Q I € ._. ._ ._.._......_ - ....._._- .yam. ` I _- I I C I I I 14 i� I E , f �i _ t �_ a -- I� - �__ - -- __t 1 Aj ..__. _ -_ .__ _ 3 _... ._.___. ____ __- ______.__ _ -___ f i _ E 1 SAE• 1 s © H RI 1 1 +00.00 ANDREW 396 Andre R CONNECT TO EX SEE DETAIL 1 C I' D -1 W I — — — rR /W1�--- _ L- RAW OE CTV U 408 Andrew "CAUTION" 2" HP GAS 405 Andrew 4 2 414 Andrew E a' C AU110N" R 2" HP GAS 9; c Q ' r� " ", —1 _J` ir., t:-- Ma INSTALLNTIAL WAS WF -01 m 3 430 Andrew 496 Hillcrest SCALE: 1"=20' DESIGNED: QRpFESS /o RJB j DRAWN: KK,PC,PV .� No. 5 39 — UP. 12/31/11 CHECKED: s�91 CIVI BY DESCRIPTION APPROVED DATE RJB F 0� CA4�4o �r V R i 7904 Leucadia Scenic NEW 8" PVC (CL 200) WATER LINE SEE NOTE 5 AND NOTE 6 �9� i E , V U W 130 V) 120 PIPELINE DATA TABLE No. DELTA - -BRG. RADIUS LENGTH L1 S79'33'46 "E HOWN. 142.92 C1 A=71'54'28" 165.00 207.08 cj� - i "C UT10N" 2" H GAS CONSTRUCT PATHWAY IMPROVEMENTS PER DETAIL 1 C -2 NOTES: 1. ALL UTILITIES SHOWN ARE APPROXIMATE LO ATiONS ONLY. ALL UTILITY LATERALS MAY iNOT BE HOWN. THE CONTRACTOR SHALL VERIFY ALL VERTI. AL AND HORIZONTAL LOCATIONS BY UTILITY MARK— UT, AND POTHOLING, PRIOR TO CONSTRUCTION. 2. USE DEFLECTION COUPLINGS, WHERE APPROVED, FOR VERTICAL AND HORIZONTAL DEFLECTION POI TS. MAXIMUM DEFLECTION SHALL BE FOUR DEGREES. 3. EXISTING 6" PIPELINE SHALL BE REMOVED ND REPLACED WITH NEW 8" PVC PIPELINE. WHE .v REPLACEMENT IS UNDER CONCRETE SURFAC, CONTRACTOR SHALL SAW CUT TRENCH LIMI S. 4. CONTRACTOR SHALL MAINTAIN WATER SUPPLY TO EX, CUSTOMER METERS DURING CONSTRUCTI N. EXISTING FH AT LEUCADIA SCENIC CT. MAY BE USED FOR HIGHLINE DURING SHUTDOWN TO INSTA L PIPELINE BETWEEN STATION 1 +00 AND 4+01). ROAD RAMPS SHALL BE USED TO ALLOW 2 —WAY TRAFFIC CROSSING HIGHLINE AT ROADS AND DRIVEWAYS. 5. CONTRACTOR TO REMOVE EXISTING 6" AC PIPELINE AND INSTALL 8" PVC PIPELINE WITHIN ORIGINAL TRENCH. 6, FOR PIPELINE INSTALLATION BETWEEN STATION 3-'x20 AND 4 +40, CONTRACTOR SHALL REMOVE Ai D REPLACE EACH FULL CONCERTS PANEL IMPACTED AS PART OF THE PIPELINE REPLACEMENT. iEPLACE EACH CONCRETE PANEL PER SDRSD G -12 WITH 7" CONCRETE OVER 6" OF CLASS 2 AGGREAGI`. E BASE. FINAL ALIGNMENT OF REPALCED CONCETE PANEELS SHALL BE AS PER EXISTING CONDITIONS. 7. WATER SUPPLY TO LEUCADIA SCENIC CT. TO REMAIN IN SERVICE AT ALL TIMES. 8. EXISTING CONCRETE IN ANDREW AVE. IS BETWEEN 6" AND 8" THICK. GRAPHIC SCALE 0 20' 40' SCALE: 1" = 20' C.1 San Dieguito Water District SAN DIEGUITO WATER DISTRICT SHEET DUDEK WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS 4 505 South Vulcan Avenue OF 1$ 605 Third Street Encinitas, CA 92424 Encinitas, CA 92024 PROJECT LOCATION 1 PROJECT NO. 760.942.5147 Fax 760 632.0164 � Phone: 760.633.2709 ANDREW AVENUE UE PLAN AND PROFILE Fax: 760.633.2818 STA 1 +00 TO 4 +50 CWW 1 OA -2 P:\101.Engineering\San Dieguito WD 6474 -2009 Pipeline Projects 6— Design Dota CAD 6474 Dwg 6474 SH04 C01 4 1' •/ 2011 3: 4771 150 a° !l� U � C� `!Hwy W Z 140 (w H Q 130 k 1 464 Andrew 466 Andrew 5 +89.38 ANDREW EX 6" GV TO BE REPLACED WITH 8" GV CONSTRUCT PATHWAY IMPROVEMENTS PER DETAIL 1 i 0 7 CURB AND BERM ! CVO. DELTA BRG. RADIUS LENGTH REMARKS 109.22 4=40'24'35" 25.80 18.19 CONCRETE CURB 2 ! 286.09 » CONCRETE CURB C- N07.24'31 "W 18.61 L 4 137058'56" 20.00 t AC BERM 5 4=28'19'52" 20.00 9.89 AC BERM 6 I 4.97 AC BERM 7 N1 3'14'02 "E 14.68 AC BERM 8 4=19. 54'06" 21.00 7.29 AC BERM N33'08'08 "E 14.39 AC BERM t t i4 C% U CRETE FAC CON U C F AC v 5G. N TE- _3_ ___ E_ _ 0 ` _ IS __ N GAE -TO F� I _ I - - I -__ _ 1 I , + �t .._,.... -- i _ - EX ice" - _ -- -7- 801T M OF1 PI - -- {_ - - - 1 � ¢ � 4 - - - -- -- - p- 1 E - JAI 3 AXI „ _ _ g k 1 464 Andrew 466 Andrew 5 +89.38 ANDREW EX 6" GV TO BE REPLACED WITH 8" GV CONSTRUCT PATHWAY IMPROVEMENTS PER DETAIL 1 i 0 7 CURB AND BERM DATA TABLE CVO. DELTA BRG. RADIUS LENGTH REMARKS 109.22 4=40'24'35" 25.80 18.19 CONCRETE CURB 2 N07'24'31"W 286.09 2.65 CONCRETE CURB 3 N07.24'31 "W 18.61 AC BERM 4 137058'56" 20.00 13.26 AC BERM 5 4=28'19'52" 20.00 9.89 AC BERM 6 NO2'14'33 "E 4.97 AC BERM 7 N1 3'14'02 "E 14.68 AC BERM 8 4=19. 54'06" 21.00 7.29 AC BERM N33'08'08 "E 14.39 AC BERM SEE NO 1 MATCH EXISTING N 1974888.45 E 6240094.21 t' CONSTRUCT TYPE "C" PEDESTRIAN RAMP PER S.D.R.S.D. G -29 PROTECT EXISTING POWER POLE IN PLACE NSTRUCT 53 LFf 8. LANDSCAPE WALL, 3' I HIGH MAX., SEE NOTE 2 -7 a � d b gyp. p SEE NOTE 1 A V � NOTES: A N O R VI/ 1. REMOVE AND DISPOSE OF XISTING WALL AND VEGETATION, INCLUDING ' TALL HEDGE, AS REQUIRED TO CONSTRU NEW PATHWAY IMPROVEMENTS. �Aoe r/vWAY S *4c.c. y.4v�'' 3" CCCAA- .01*20M pig✓ Poc.�. 2. CONSTRUCT SEGMENTED BLOCK WALL, DARK GRAY IN COLOR, KEYSTONE OR APPROVED EQUAL. 3. REPLACE EXISTING AC PAVEMENT WITH 4" AC OVER 6" CLASS 2 AB. • ANDREW 492 Andrew REMOVE EX 8"x 6" REDUCER t, AND CONNECT TO EX 8" DIP W/ TRANSITION COUPLING EX FH MAY BE USED FOR of i/ CONSTRUCT 49 LFf TYPE "A" AC BERM PER S.D.R.S.D. G -5 i 04 ) [M INSTALL `2" AV INSTALL 2` AV PER WAS wk -01 PFR WAS WA- 01 REA DATE 1 BY i DESCRIPTION 1APPROVEDI DATE L DRAWN: KK,PC,PV CHECKED: RJB :1. P CONSTRUCT TYPE "A" AC BERM PER S.D.R.S.D. G--5 --� NEW AC PAVEMENT, SEE NOTE 3 -� SAWCUT LINE, MATCH EXISTING 5' 2% MIN. CONSTRUCT LANDSCA E WALL, 3' HIGH MAX., SEE NOTE 2 .- EXISTING GF ADE CONSTRUCT 5' WIDE PATH 4" OVER 6" CLASS 2 AG (TYP) SECTION A- A SCALE: 1"=2' CONSTRU T 19 LFt LANDSC E W LL, 3' HIGH M ., S E NOTE 2 DG i CONSTRUCT 5' WIDE PATH, 4" DG OVER 6" CLASS 2 AG ( ) DETAIL ri Z SCALE: 1"=10' VAR PIPELINE DATA TABLE No. DELTA -BRG. RADIUS LENGTH C2 L1C- 37'55'30" 165.00 109.22 L2 S30"16'12"W 53.77 C3 d= 8'15'41" 286.09 41.25 NOTES: �1 CONSTRUCT 4 LFt REDWOOD HEADER 14] EXISTINO CONSTRUCT 36 LFt TYPE "A" AC 8 �,% PER S.D.R.S.D. 1. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. ALL UTILITY LATERALS MAY NOT BE HOWL. THE CONTRACTOR SHALL VERIFY ALL VERTI AL AND HORIZONTAL LOCATIONS BY UTILITY MARK -- UT, AND POTHOLING, PRIOR TO CONSTRUCTION. 2. USE DEFLECTION COUPLINGS, WHERE APPROVED, FOR VERTICAL AND HORIZONTAL DEFLECTION POINTS. MAXIMUM DEFLECTION SHALL BE FOUR DEGREES. 3. CONTRACTOR SHALL EITHER JACK NEW PIPE -INE UNDER EXISTING CONCRETE DRIVEWAY OR EXISTING CONCRETE DRIVEWAY SHALL BE REMOVED To THE NEAREST EXPANSION JOINT AND REPLACED PER SDRSD G -14C ONCE NEW P1PELINE HAS BEEN INSTALLED. 4. CONTRACTOR SHALL MAINTAIN WATER SUPPLY TO EX. CUSTOMER METERS DURING CONSTRUCTION. CONNECT TEMPORARY 4" DIAMETER SCH 80 PVC OR DR17 HDPE HIGHLINE AT EXISTING FH LOCATED AT 492 ANDREW AVE. CONNECT HIGHLINE TO EXISTING FH AT LEUCADIA SCENIC COURT. HIGHLINE SHALL ALLOW 2--WAY TRAFFIC CROSSING AT ROAD$ AND DRIVEWAYS. 5. CONTRACTOR TO REMOVE EXISTING 6" AC PIPELINE AND INSTALL 8" PVC PIPELINE WITHIN ORIGINti;L TRENCH. INSTALL TEMPORARY END CAPS WITH BLOW OFF VALVES AND THRUST RESTRAINT 7 "O"R PRESSURE AND WATER QUALITY TESTING. 6. EXISTING CONCRETE IN ANDREW AVE. IS BEI VEEN 6" AND 8" THICK. GRAPHIC SCALE 0 20' 40' SCALE: 1" = 20' E+-A two San Dieguito Water District SAN DIEGUITO WATER DISTRICT SHEET o WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS 5 DUDEK OF 18 505 South Vulcan Avenue PROJECT LOCATION 1 PROJECT No. 605 Third Street Encinitas, CA 92024 Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 Phone: 760.633.2709 ANDREW AVENUE PLAN AND PROFILE Fax: 760.633.2818 STA 4 +50 TO 0 +54.24 C 1 OA-- 2 P:\101.Engineering\Son Dieguito WD 6474 -2009 Pipeline Projects 6- Design Data CAD 6474 Dwg 6474 SH05 CO2 4/74,7011 2011 3:43 PM I1 190 :i 2194 Cambric —G r REA DATE I BY 220 210 - -eff 1 DELTA—BRG-1 2 I LENGTH 3 N60'01'31 "E 1 4 AND POTHOLING, PRIOR TO CONSTRUCTION. PROFILE CHESTERFIELD DR VERTICAL AND HORIZONTAL DEFLECTION POI TS. MAXIMUM DEFLECTION SHALL BE FOUR DEGR ES PER JOINT. 3. EXISTING PAVEMENT IS 2 "t A` OVER 8" SCALE: 1"=20' HORIZ 1 MEASURING APPROXIMATELY 10' WIDE FROM THE FACE OF CURB. SAWCUT EXISTING CONCRETE FOR 1 "= 4' VERT DISTRICT STANDARDS. INSTALL 4" AC OVER OF CLASS II AB. CAMBRIDGE A VE EDINBURG A VE _ i 426 Chesterfield _ I 408 Chesterfield _- . I I Z 30" TRANSMISSION MAIN I I I t t 444 Chesterfield TO BE ABANDONED. SEE SHEET 14 3 2 +08.55 CHESTERFIELD 9. ` - C11 INSTALL 2" AV �-- 1+02.44 PER WAS WA--01 # REMOVE EX. FH AND INSTALL I NEW 8" PVC (CL IA I .. EW FH PER WAS WF -01 : - g s: ": 20 C ) WATER LINE SEE NOTE 3 1 RAW �, :: I RAW - 7 E S _ �. N - o , 4' 0 w E T D LADED w i E STING ABANDONDED 8 VC s 'COO 1�0 a vc� �: -- - � t 3+ 6 c U 1 ' r L� - �II lI _T -.- . - j I f o a -_ Uj - - XI STING G A E : I � I - -... .Z 1 _ f _ z IT 0 0 j 4 o TOP A X.. _ o O O _ - _ 0. _ _ . _ _". Q W o - Lj � I 3t 3 -, _ L BLL ' - •t F7 ._.._ ._ -_. _ _ ---- - 3 .-... _ i i 0 C ►- i ..... . N _. R141 a 1 3 i ( 3 Ti T 3 i 2194 Cambric —G r REA DATE I BY 220 210 - -eff 1 I 1 1 #19 —SEE NOTE 3 1 +00.00 I INSTALL END CAP W /THRUST BLOCK SEE DETAIL 6 D � 475 Chesterfield DESCRIPTION h F9 I S ziz a� s � , SCALE: 1"=20' APPROVED DATE \2 +14.55 CHESTER_ FIELD INSTALL 2" BO PER WAS WB -01 2 +12.05 CONNECT TO EX 6" WATER SEE DETAIL 4 D —? 425 Ches effield DESIGNED: RJB DRAWN: KK,PC,PV CHECKED: RJB RAW "CAUTION" 2" HP GAS I EXISTING 6" qCIII WATER LINE TO BE ABANDONEDI 3 +44.96 CHESTERFIE INSTALL 2" AV PER WAS WA--01 i O e�4F SlO DUDEK a * No. 59395 * 605 Third Street Encinitas, CA 92024 Up. 12/31/11 \� 760.942.5147 Fax 760.0'32.0164 9r CIV- F OF CA��FQ OE - �3 +48.46 CONNECT TO EX 12" WATER SEE DETAIL 5 - INSTALL 2" BO D -1 PER WAS WB -01 2247 Edinburg PIPELINE DATA TABLE 1 DELTA—BRG-1 2 I LENGTH 3 N60'01'31 "E 1 4 AND POTHOLING, PRIOR TO CONSTRUCTION. PROFILE CHESTERFIELD DR VERTICAL AND HORIZONTAL DEFLECTION POI TS. MAXIMUM DEFLECTION SHALL BE FOUR DEGR ES PER JOINT. 3. EXISTING PAVEMENT IS 2 "t A` OVER 8" SCALE: 1"=20' HORIZ IELD, MEASURING APPROXIMATELY 10' WIDE FROM THE FACE OF CURB. SAWCUT EXISTING CONCRETE FOR PIPELINE CONNEC`TION AT ALLEY AND FH 1 "= 4' VERT DISTRICT STANDARDS. INSTALL 4" AC OVER OF CLASS II AB. CAMBRIDGE A VE EDINBURG A VE _ i 426 Chesterfield I 408 Chesterfield t I I Z 30" TRANSMISSION MAIN I I I t t 444 Chesterfield TO BE ABANDONED. SEE SHEET 14 3 2 +08.55 CHESTERFIELD 9. ` - C11 INSTALL 2" AV �-- 1+02.44 PER WAS WA--01 # REMOVE EX. FH AND INSTALL NEW 8" PVC (CL IA I EW FH PER WAS WF -01 : - g s: ": 20 C ) WATER LINE SEE NOTE 3 RAW �, :: ,. y �- RAW - 7 E S G �. N - o , 4' 0 w E T D LADED w i E STING ABANDONDED 8 VC s 'COO 1�0 a vc� �: r N �s r� °� 3 3+ 6 c wt — INSTALL 2" BO PER WAS Wl3- 0? 1 w -, 12• 1 I 1 1 #19 —SEE NOTE 3 1 +00.00 I INSTALL END CAP W /THRUST BLOCK SEE DETAIL 6 D � 475 Chesterfield DESCRIPTION h F9 I S ziz a� s � , SCALE: 1"=20' APPROVED DATE \2 +14.55 CHESTER_ FIELD INSTALL 2" BO PER WAS WB -01 2 +12.05 CONNECT TO EX 6" WATER SEE DETAIL 4 D —? 425 Ches effield DESIGNED: RJB DRAWN: KK,PC,PV CHECKED: RJB RAW "CAUTION" 2" HP GAS I EXISTING 6" qCIII WATER LINE TO BE ABANDONEDI 3 +44.96 CHESTERFIE INSTALL 2" AV PER WAS WA--01 i O e�4F SlO DUDEK a * No. 59395 * 605 Third Street Encinitas, CA 92024 Up. 12/31/11 \� 760.942.5147 Fax 760.0'32.0164 9r CIV- F OF CA��FQ OE - �3 +48.46 CONNECT TO EX 12" WATER SEE DETAIL 5 - INSTALL 2" BO D -1 PER WAS WB -01 2247 Edinburg PIPELINE DATA TABLE No. DELTA—BRG-1 RADIUS I LENGTH L1 N60'01'31 "E 1 1 248.46 San Dieguito Water District 505 South Vulcan Avenue Encinitas, CA 92024 _ Phone: 760.633.2709 Fax: 760.633.2818 NOTES: 1. ALL UTILITIES SHOWN ARE APPROXIMATE LO ATIONS ONLY. ALL SEWER LATERALS MAY NOT BE SiiiiIOWN. THE CONTRACTOR SHALL irr-RIFY ALL VERTgC L AND HORIZONTAL LOCATIONS BY UTILITY MARK—OUT, AND POTHOLING, PRIOR TO CONSTRUCTION. 2. USE DEFLECTION COUPLINGS, WHERE APPRO ED, FOR VERTICAL AND HORIZONTAL DEFLECTION POI TS. MAXIMUM DEFLECTION SHALL BE FOUR DEGR ES PER JOINT. 3. EXISTING PAVEMENT IS 2 "t A` OVER 8" NONREINFORCED CONCRETE ALONG CHESTER IELD, MEASURING APPROXIMATELY 10' WIDE FROM THE FACE OF CURB. SAWCUT EXISTING CONCRETE FOR PIPELINE CONNEC`TION AT ALLEY AND FH CONNECTION AT CAMBRIDGE AVE. BACKFILL PER DISTRICT STANDARDS. INSTALL 4" AC OVER OF CLASS II AB. GRAPHIC SCALE 0 20' 40' SCALE: 1 = 20' C,-3 SAN DIEGUITO WATER DISTRICT SHEET WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS 6 OF 18 PROJECT LOCATION 2 PR JECT NO. CHESTERFIELD DRIVE PLAN AND PROFILE STA 1 +00 TO 3 +48.46 C OA-- 2 ngineering \San Dieguito WD \6474 --2009 Pipeline Projects \6 - -Design Data CAD 6474 \Dwg 6474 SH06 CO3 4/12/2011 3 :43 PI 130 EX. 8" REPLACE EX 8" FLG BFV WITH NEW DIP 8" FLG GV. SEE NOTE 3. I EX FLG 22,5' ELBOW �� P 8" FL REPLACE AS NEEDED TEE SEE NOTE 3' 120 EX 8" 6" DIP PIPE I E 8" GATE NOT TO SCALE REV.1 DATE to to 1 � +& xl �� t� h� P � � 1461 110 VALVE REPLACEMENT LAi REPLACE EX 8" BFV WITH NEW 8" GV� SEE DETAIL / 1 DESCRIPTION # I I 1+00 1655-1657 Haydn CONNECT EX 4" TO EX 12" WATER SEE DETAIL 7 D -1 i i R A nn r1A i._I A %A% k I UUNNtU ll 1U tx SEE DETAIL 7 �—' DESIGNED: RJB DRAWN: KK,PC,PV CHECKED: APPROVED DATE I RJB 2 +00 PROFILE HAYDN DR SCALE: 1"=20' HORIZ 1 "= 4' VERT 9795 Haydn QRpf ESSIO,yq� DUDEK * No. 59 5 * 605 Third Street Encinitas, CA 92024 s Exp. 12/31/11 760.942.5147 Fax 7 (-!x.632.0164 �9T CI VI F OF CA��F I R i 205 Liszt 9724 Haydn PLAN SCALE: 1"=20' 3 +00 1731 Haydn 9732 Haydn San Dieguito Water District 505 South Vulcan Avenue A &-- - Encinitas, CA 92024 Phone: 760.633.2709 ..''' Fax: 760.633.2818 130 °o in°o � U I:R: W ZZ 6j 120 H �C 110 PIPELINE DATA TABLE No. No. DELTA --BRG. RADIUS LENGTH L1 S30'56'37 "E 300.00 8 a A ' i 1 w i f i r ZI 0 V) ,� O F' I . .. ..__ -- -- _ __ —.- _ -- CN _ _ -_ -- i I � t I i f i _ XIS- - N f i O. 2 ° I ^! l.r `� Y C B 0 F PIPE � � LLj -j .. __ -- __ .._ _L_ -- _ -. _, _ __ -- , -- _,____� I . f I f i , i Z 1 f I - X CL -- �- - i i t i I . E i 1 � i E f I i t f y f � I f i � r i 1 i I 1 q i i f 1+00 1655-1657 Haydn CONNECT EX 4" TO EX 12" WATER SEE DETAIL 7 D -1 i i R A nn r1A i._I A %A% k I UUNNtU ll 1U tx SEE DETAIL 7 �—' DESIGNED: RJB DRAWN: KK,PC,PV CHECKED: APPROVED DATE I RJB 2 +00 PROFILE HAYDN DR SCALE: 1"=20' HORIZ 1 "= 4' VERT 9795 Haydn QRpf ESSIO,yq� DUDEK * No. 59 5 * 605 Third Street Encinitas, CA 92024 s Exp. 12/31/11 760.942.5147 Fax 7 (-!x.632.0164 �9T CI VI F OF CA��F I R i 205 Liszt 9724 Haydn PLAN SCALE: 1"=20' 3 +00 1731 Haydn 9732 Haydn San Dieguito Water District 505 South Vulcan Avenue A &-- - Encinitas, CA 92024 Phone: 760.633.2709 ..''' Fax: 760.633.2818 130 °o in°o � U I:R: W ZZ 6j 120 H �C 110 PIPELINE DATA TABLE No. No. DELTA --BRG. RADIUS LENGTH L1 S30'56'37 "E 300.00 0 0 Oo NOTES: + t O 1. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS !' U ONLY. ALL SEWER LATERALS MAY NOT BE SHO "ANN. — Q THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND !-- (,D HORIZONTAL LOCATIONS BY UTILITY MARK OUT, AND �0 POTHOLING, PRIOR TO CONSTRUCTION. 4i Z 2. USE DEFLECTION COUPLINGS, WHERE APPROVED, FOR Z WU VERTICAL AND HORIZONTAL DEFLECTION POINTS. r MAXIMUM DEFLECTION SHALL BE FOUR DECREES. }— 3. CONTRACTOR SHALL EXPOSE AND MEASURE EXISTING Q DIMENSIONS, PROVIDE SUBMITTAL TO ACCOMIDATE LARGER WIDTH GAVE VALVE, AND FIELD Flt EXISTING FITTINGS AND SUPPLY ANY NECESSARY A . DITIONAL FITTINGS TO ACCOMIDATE NEW 8" GATE V LVE. ESTIMATED DIFFERENCE IN WIDTH IS APPR, XIMATLY 6 INCHES. GRAPHIC SCALE 0 20' 40' 1_ SCALE: 1 " = 20' � SAN DIEGUITO WATER DISTRICT � WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS .Engineering \San Dieguito PROJECT LOCATION 3 HAYDN AVENUE PLAN AND PROFILE STA 1 +00.00 TO 4 +00.00 74 -2009 Pipeline Projects 6— Design Data CAD 6474 Dwg SHEET OF 18 PROJECT NO. CWW 10A -2 4 SH07 C04 4/12/2011 3:43 NoText 110 0 100 H Cn 01 W /W Z (n Q 90 1 t I I � _ -.. _ < C LL I I _ 1 CL V' rnI ` 1 ' . TOF OF IP �.. 4 .3' N IN , 'CO EXI TING GRADE Li I Q - 3 �. __ ...... _ i.. L J - C Q f -- L MOM OF I E , I it I i i j I t t i I 1 I I 4 1 71 ' 1 7+00 i 145 Schubert R I i i i i � 1 PROFILE HAYDN DR SCALE: 1"=20' HORIZ 1 "= 4' VERT 1 735 Schubert � R R CiN 1 .F Oil* �Tq of) Q O DESCRIPTION 110 100 «e 1825 Montgomery A.t..1 -4 f' 0 Ct``WI IRFRT PAT 14 \\ I- IN5 I ALL 1-- bU PER WAS WB--01 P/ ♦ NEW 4" PVC (CL / 200) WATER LINE PLAN SCALE: 1"=20' DESIGNED: RJB DRAWN: KK,PC,PV CHECKED: APPROVED GATE I RJB t� \-\7 9811 Montgomery o Q�ofESS/ jONq! DUDEK * o. 59395 * 605 Third Street Encinitas, CA 92024 s��TF SCI V . /11 760.942.5147 Fax 760.632.0164 OF k R San Dieguito Water District 505 South Vulcan Avenue Encinitas, CA 92024 Phone: 760.633.2709 Fax: 760.633.2818 PIPELINE DATA TABLE No. DELTA—BRG.1 RADIUS LENGTH L3 S30'56'37 "E 46.30 L4 S33'04'07 "W 86.70 NOTES: 1. ALL UTILITIES SHOWN ARE APPROXIMATE LO ATIONS ONLY. ALL SEWER LATERALS MAY NOT BE S OWN. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS BY UTILITY MARK--OUT, AND POTHOLING, PRIOR TO CONSTRUCTION. 2. USE DEFLECTION COUPLINGS, WHERE APPROVED, FOR VERTICAL AND HORIZONTAL DEFLECTION POINTS. MAXIMUM DEFLECTION SHALL BE FOUR DEGREES. 3. CONTRACTOR SHALL INSTALL HIGHLINE AND MAINTAIN WATER SUPPLY TO EX. CUSTOMER METERS BETWEEN STATION 7 +00 AND 8 +30 DURING CONSTRUCTION. NEW FH AT 1777 HAYDN MY BE USED FOR HIGHLINE SUPPLY. ROAD RAM'S HALL BE USED TO ALLOW 2 WAY TRAFFIC CROSSING HIGHLINE AT ROADS AND DRIVEWAYS. i GRAPHIC SCALE 020' 40' s` SCALE: 1" = 20` � SAN DIEGUiTO WATER DISTRICT � WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS P: \101.Engineering \San Dieguito PROJECT LOCATION 3 HAYDN AVENUE PLAN AND PROFILE STA 7 +00.00 TO 8 +33.00 474 -2009 Pipeline Projects \6 — Design Data \CAD 6474 \Dwg 6474 SH09 C06 4 C-6 SHEET 9 of ,a PROJECT N0. 1 OA-2 11 3: 44 PM INSTALL 2" AV PER WAS WA-01--\ � 1 +00.00 OCEAN !::; CONNECT TO EX 12" PVC WATER SEE DETAIL D 2 2 LAKE DR, 6" ABANDONED -w 360 350 -. € F I I i C= f .. ....... --- .. ... ....... . .. ... '0 ---------- Q W ! , 1 U - w . l� s t0 F i H , i _ i I 0 1 b � 1 € 5 � e w 0- I k N s i 1 I E ISTIN R D -____ __.. _ __ _ _ - -- KMR - -- _ - -- - __ -- _- __ ___ a _. __ _ _ _. -- -- -- _ _ -� _ -- _ _ _- - _- _ -- _ _ _ _ _ _ _ . _ _ P� 0 �IP i ! Ono T NNW , 3 MI i r - € I— —�-- t i t : t s I wwwommommeam r g 0 F ,PI -- i _. ( t i s ; i SANTA FE DR. -i ;:E C) --I ::E 0 .. E REV.1 DATE 1 BY i 1Ls� it- c j E x x 1 +00 2+00 3+00 PROFILE OCEANIC DR SCALE: 1"=20' HORIZ 1 "= 4' VERT 360 350 1176 Santa Fe 1182 Santa Fe 1184 Santa Fe 1150 Oceanic f I R R 15' WATER EASEMENT PER DOC# I R 10' WIDE SIDEWALK. FOR C) DATED WORK IN LANDSCAPED AREA, SEE NOTE 3 �W/u a o� - �- '�� or= o� of 4 i. - - 5' 4 8" AC L S /' S S SQ VE O c E r c Rte" —- -� 53� 3 (( a co - - - -� -- -- - -R_a + OZE�NTG 3 +44.57 OCEANIC 3 +03.52 OCEANIC � INSTALL 2" BO CAUTI(3N INSTALL NEW 1" ATER CONNECT TO EX 8 " AC WATER PER WAS WB -01 2" HP GAS SERVICE CONNEC N CO PLING/ TRANSITION AND METER BOX SEE DETAIL 1206 Santa Fe 1 1186 Santa Fe 1149 Oceanic PLAN SCALE: 1"=26T DESCRIPTION APPROVEDI DATE DESIGNED: RJB DRAWN: KK,PC,PV CHECKED: RJB San Dieguito Water District DUDEK 505 South Vulcan Avenue 605 Third Street Encinitas, CA 92024 Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 Phone: 760.633.2709 w Fax: 760.633.2818 PIPELINE DATA TABLE No. DELTA --BRG. RADIUS LENGTH S LAKE DR, 6" ABANDONED -w 360 350 -. € F I I i C= f .. ....... --- .. ... ....... . .. ... '0 ---------- Q W ! , 1 U - w . l� s t0 F i H , i _ i I 0 1 b � 1 € 5 � e w 0- I k N s i 1 I E ISTIN R D -____ __.. _ __ _ _ - -- KMR - -- _ - -- - __ -- _- __ ___ a _. __ _ _ _. -- -- -- _ _ -� _ -- _ _ _- - _- _ -- _ _ _ _ _ _ _ . _ _ P� 0 �IP i ! Ono T NNW , 3 MI i r - € I— —�-- t i t : t s I wwwommommeam r g 0 F ,PI -- i _. ( t i s ; i SANTA FE DR. -i ;:E C) --I ::E 0 .. E REV.1 DATE 1 BY i 1Ls� it- c j E x x 1 +00 2+00 3+00 PROFILE OCEANIC DR SCALE: 1"=20' HORIZ 1 "= 4' VERT 360 350 1176 Santa Fe 1182 Santa Fe 1184 Santa Fe 1150 Oceanic f I R R 15' WATER EASEMENT PER DOC# I R 10' WIDE SIDEWALK. FOR C) DATED WORK IN LANDSCAPED AREA, SEE NOTE 3 �W/u a o� - �- '�� or= o� of 4 i. - - 5' 4 8" AC L S /' S S SQ VE O c E r c Rte" —- -� 53� 3 (( a co - - - -� -- -- - -R_a + OZE�NTG 3 +44.57 OCEANIC 3 +03.52 OCEANIC � INSTALL 2" BO CAUTI(3N INSTALL NEW 1" ATER CONNECT TO EX 8 " AC WATER PER WAS WB -01 2" HP GAS SERVICE CONNEC N CO PLING/ TRANSITION AND METER BOX SEE DETAIL 1206 Santa Fe 1 1186 Santa Fe 1149 Oceanic PLAN SCALE: 1"=26T DESCRIPTION APPROVEDI DATE DESIGNED: RJB DRAWN: KK,PC,PV CHECKED: RJB San Dieguito Water District DUDEK 505 South Vulcan Avenue 605 Third Street Encinitas, CA 92024 Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 Phone: 760.633.2709 w Fax: 760.633.2818 PIPELINE DATA TABLE No. DELTA --BRG. RADIUS LENGTH L1 I N01-18'14 "E 1 244,57 NOTES: 1. UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. ALL SEWER LATERALS MAY NOT BE S OWN. THE CONTRACTOR SHALL VERIFY ALL VERTIC L AND HORIZONTAL LOCATIONS BY UTILITY MARK -0 T, AND POTHOLING, PRIOR TO CONSTRUCTION. 2. USE DEFLECTION COUPLINGS, WHERE APPROVED, FOR VERTICAL AND HORIZONTAL DEFLECTION POI TS. MAXIMUM DEFLECTION SHALL BE FOUR DEGR ES. 3, CONTRACTOR TO USE CAUTION WORKING IN LANDSCAPED AREA. SURFACE TREATMENT, INCLUDING PAVERS, SHALL BE REMOVED, S T RED AND REPLACED TO PRE-- EXISTING CONDITION AT THE CONCLUSION OF THE WORK. TREE TRIMMING WILL BE ALLOWED AS APPROVED BY THE CITY. TREE REMOVAL IS NOT ALLOWED WITHOUT PRIOR AUTHORIZATION AND IS NOT ANTICIPATED. WORK SHALL BE STRICTLY CONFINED TO THE LIMITS OF THE EASEMENT. 4, CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLAN AND OBTAIN PERMIT FOR WORK IN SANTE FE DR. GRIND AND RECESS PLATES. WORK HOURS IN SANTE FE DRIVE SHALL BE 9:OOAM TO 3- .00PM. GRAPHIC SCALP: 0 20' 40' SCALE: 1" = 20' SAN D I EGD I TO WATER DISTRICT WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS PROJECT LOCATION 4 OCEANIC DRIVE PLAN & PROFILE STA 1 +00.00 TO 3 +44.57 C -7 SHEET 10 OF 18 PROJECT NO, WW 1 OA--z P:\101.Engineering\Son Dieguito WD \6474 -2009 Pipeline Projects \6 — Design Data CAD 6474 Dwg 6474 SH10 C07 4/12/2011 2011 3:44 PM 350 340 330 I 7 F 7_7 } _ I I WA TE IM -- — _. ; — 71-777 - ------ ----- --- . ..... ___jF . ...... _ ... ..... . "q� F I I t { �I '• ' i I e � I ( � I {jj F 0 _ I i __, __.. ___ _ _ _ a , _ EIS N R D _ 1P ._ _.._.'.._.___ _ _ F s 1 I M I i t I F _ .� � i 3 i O _ MI k � I F I VER 130- O F PI E � i M i { D i 1 i i I F 1' I I L I E F I , K I I k I i i i I i I i t i 4 I e 1+00 2+00 3+00 PROFILE SEEMAN DR SCALE: 1 " =20' HORIZ 1 "= 4' VER T 124 Seeman 126 Seeman I OE �, E G G G G G 1 +00.00 SEEMAN CONNECT TO EX SEE DETAIL K7 D -2 133 Seeman S a_PVCS S SEEMAN DR 2 +00 W w w w w REPLACE EXISTING METER BOX PER WAS WS -01 i i I i i 737 Seeman Lei Wag 0,1 1 I 145 Seeman DESIGNED: RJB DRAWN: KK,PC,i CHECKED: APPROVED DATE RJB A 2 +71.66 SEEMAN CONNECT TO EX FH PER WAS WF -01 x�_ _.rr^— ry _j G G RAW_ ._ -- C 1 R 203 Seeman PLAN SCALE: 1"=20' 350 0 • C} v 340 VI In W Z �W J Q 330 5 +00 i 0 0 0 1;� U N C9 -W� Z W �SN U I� Q I San Dieguito Water District L_ U U ij r. 1% 505 South Vulcan Avenue 605 Third Street Encinitas, CA 92024 Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 Phone: 760.633.2709 Fax: 760.633.2818 P: \101.Engineering \San Dieguito PIPELINE DATA TABLE 220 Seeman DELTA -BRG. R I LENGTH Li N43'2V44 "W I I 5.66 P N01'36'16 "E 394.34 1C_ G 8 "PVC C CCCCC w R 4 R � � Q 211 Seeman i 219 Mango i 0 0 0 1;� U N C9 -W� Z W �SN U I� Q I San Dieguito Water District L_ U U ij r. 1% 505 South Vulcan Avenue 605 Third Street Encinitas, CA 92024 Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 Phone: 760.633.2709 Fax: 760.633.2818 P: \101.Engineering \San Dieguito PIPELINE DATA TABLE No. DELTA -BRG. RADIUS LENGTH Li N43'2V44 "W 5.66 L2 N01'36'16 "E 394.34 NOTES: 1. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. ALL SEWER LATERALS MAY NOT BE SHOWN. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS BY UTILITY MARK-OUT, AND POTHOLING, PRIOR TO CONSTRUCTION. 2. USE DEFLECTION COUPLINGS, WHERE AP RO D, FOR VERTICAL AND HORIZONTAL DEFLECTION POI TS. MAXIMUM DEFLECTION SHALL BE FOUR DEGREES. 3. FOR WATER SERVICE TABLE SEE DWG G--3. GRAPHIC SCALE 0 20' 40' SCALE: 1" = 20' C-8 SAN D I EGU I TO WATER DISTRICT SHEET WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS OF 18 PROJECT LOCATION 5 PR JECT No. SEEMAN DRIVE PLAN & PROFILE STA 1 +00.00 TO 5 +00.00 C� OA- 2 \6474 -20019 Pipeline Projects 6— Design Data CAD 6474 Dwg 6474 SH11 C08 4/12/2011 3:44 PM 340 0 0 LO U Q C.� 31 °w 340 w V / T 320 REV.1 DATE I BY ...... 77_ L� 5 _ i I i _- __I_.____ , ; I ! i ; _ 1 I � ' ! _______. -_ _. _ _ ___.__ -__ .__ - - -: ___ ._.__ __..._.---- i..___.______ _._l. -_ -- _ -- -___ ___ _.. _�.._. -_, -.. _ _ -- __ - - -_ - __ -�__ __ - #_.� -► .o,- _E}�(_I_ G- G ADE Tiop fi s I — -0. 5 _ T: ►- _� _.� __,_ -_ -_ - -- ___ - -- _ _- __. ! »: ! 1 i i Now 53 f o 1 i� w f , loom- OT°Q i .. _ ._ ._. T L f '1 1 r . OZ I pp o OZ - 11 - - - -_ _ - -- - - -- - - i ........ . .... i - ...... .... ... .. f tt iE I � mown wo j LU 4 i i ! I — - — - i { i _ I l NOT I t �i r , 1 t --t- . { : . i + I ! i , T i l-.._ __. _��_..__�_ 5 +00 6 +00 7 +00 8 +00 � PROFILE SEEMAN DR Rz SCALE: 1"=20' HORIZ 1 "= 4' VERT 222 Seeman I 224 Seeman I c°� I 234 Seeman R R R q R 272 Seeman (z R 310 Seeman N � I I f/3 I 1 I I N I 0 0 0 0 00+ I LO U � C.D 1- 3:: Cn 01 W W Z � J U Q 350 °o No. DELTA --BRG. RADIUS LENGTH L3 0 1 +0 � I Q U V0 � I 0 z w 340 i (n Q 9 +00 330 ►- " "" " "" "`" "" ' ' " CONNECT TO EX FH TO BE ABANDONDED PER WAS WF -01 ( � 1 s R R 243 Seeman R 219 Seeman 237 Seeman I 239 Seeman PLAN SCALE: 1"=20' DESCRIPTION APPROVEDI DATE DESIGNED: RJB DRAWN: KK,PC,PV CHECKED: RJB O QR, FESSfp�,9! DUDEK * w, 59 95 * 605 Third Street Encinitas, CA 92024 J, Exp. 12/31/11 760.942.5147 Fax 760.632.0164 �9l C 1 V11- F of CN San Dieguito Water District 505 South Vulcan Avenue Encinitas, CA 92024 Phone: 760.633.2709 'w Fax: 760.633.2818 0 0 0 00 0 I Q U ( U 13: W Z W Z3 w U f- Q Ap t? V PIPELINE DATA TABLE No. DELTA --BRG. RADIUS LENGTH L3 I N01'36'16 "E 1 400.00 NOTE 1. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. ALL SEWER LATERALS MAY NOT BE SHOWN. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS BY UTILITY MARK-OUT, AND POTHOLING, PRIOR TO CONSTRUCTION. 2. USE DEFLECTION COUPLINGS, WHERE APPROVED, FOR VERTICAL AND HORIZONTAL DEFLECTION PO l TS. MAXIMUM DEFLECTION SHALL BE FOUR DEG EES. -Z GRAPHIC SCALE 0 20' Q# SCALE: 1" == 20' C-9 SAN DI EGU I TO WATER DISTRICT SHEET WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS 12 OF 18 PROJECT LOCATION 5 tOJECT NO. SEEMAN DRIVE PLAN & PROFILE STA 5 +00.00 TO 00 9 +00. CWW 1 OA-2 Engineering \San Dieguito WD \6474 -2009 Pipeline Projects \6—Design Data \CAD 6474 \Dwg \6474 SH12 C09 4/112/2011 3:44 PM 360 Q • °Q M+ I t� Ua 3 W W Z 350 W Q 340 i � � 3 f ...- . . _ - - _ ..... ,. _. _ __ . __ _,__. _ ...._..,......, -._ € I � I .__._. - ----- _ ----- I : t _ t l . 1 I -. 11 i I 4 3 t I 3 i i k f € 1 : 4 ( f t i ] r -iEX S N ;--GRADE I 1 i i i 4 W 3 i i : I f t I f i 1 I I I 4 I � I _r i _ 0 iP � : I i r I � I I I _ 4 _ I ! i t f wow ff I I 4 € f t r r L r _ i i- - i F... 4 ; 4 � t ----BaT.T014 i I t � � I W i i E € X00 # I f z I I i ' Z + M, ------------- - ------ I:. I k 1 i t � 7 , 9 +00 310 Seeman Q Q CQ Q + JQ U) 166= W wzr W "� (n = Q 4 "fy 34 -7. 251 Seeman REA DATE I BY DESCRIPTION 10 +00 11+00 12 +00 PROFILE SEEMAN DR SCALE: 1"=20' HORIZ 1 "= 4'VERT I I I 324 Seeman 340 Seeman I I I I LO Seeman I M ! S ; L 329 - Seeman 1 PLAN SCALE: 1"=20' DESIGNED: RJB DRAWN: KK,PC,PV CHECKED: APPROVED DATE RJB 335 Seeman 346 Seeman 12 +01.80 SEEMAN N CONNECT TO EX 6" 5 � AC PER DETAIL i 350 Seeman i i � 355 Seeman DF PIPELINE DATA TABLE No. DELTA --BRG. RADIUS LENGTH L4 N01 `36'16 "E 168.76 L5 N00'17'07 "W 113.51 L6 N46'33'33 "E 4.68 1-7 1 N01-57 -44 "E 14.85 NOTES: 1. ALL U11UTIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. ALL SEWER LATERALS MAY NOT BE E%HOWN. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS BY UTIUTY MARK-OUT, AND POTHOLING, PRIOR TO CONSTRUCTION. 2. USE DEFLECTION COUPLINGS, WHERE APPROVED, FOR VERTICAL AND HORIZONTAL DEFLECTION P01 TS. MAXIMUM DEFLECTION SHALL BE FOUR DEGREES. 3. SEE WATER SERVICE TABLE ON DWG G -3. tx) -F -- I M 349 Seeman GRAPHIC SCALE 0 20' 40' SCALE: 1" = 20' C-1 0 San Dieguito Water District SAN DIEGUITO WATER DISTRICT SHEET WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS 13 DUDEK OF 18 505 South Vulcan Avenue PROJECT LOCATION 5 605 Third Street Encinitas, CA 92424 Encinitas, CA 92024 P OJECT N0. 760.942.5147 Fax 750.632.0164 Phone: 760.633.2709 SEEMAN DRIVE PLAN & PROFILE M'" Fax: 760.633.2818 STA 9 +00.00 TO 13 +00.25 C ' ®A--2 P:\101.Engineering\Son Dieguito WD 6474 -2009 Pipeline Projects 6— Design rata CAD 6474 Ding 6474 SH13 C10 4/12/2011 3:45 Pi � , , ,�, , I �� I I I , , e i" _ I � I - �,� e I - � I 1 1 _ � I ,I :��, � I ,� _� � � I �� I � I � � I � _,, , , � " I � I - ,'.� � I I � , , I , 11 ___ I � , I 1-11 � t� � . " , � , ,s -, , � ." _ - � I - - ", I ,�'. - _ , � I I I m ,,-, �', ', -, - . .1 11 kl-- I I .- - �� , - I If I - � � " I � 11 I I � 1% ,�., � 1 I - I ____ _� "' � � " - , , � .,- 1�, I � , �� �,� , "..'' 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Y � f�l �% �_Z�' i , im , � I r 11 4 I 't ", - , - , - J �Q t 4� A z_ A W'P� " �,, t ON" :z'. 4� A a � , rt�, F, OVE EXISTINV�-SFV`AND -REPLACE EXISTING VALVE CLUSTER iMTH -EX 'VITH REPLAM ISING VALVE CLUSTM —8 FLTEE Givs AEPLACE WITH 8"-,,, PVC (4*JMIN _!,T1-8" FL TEE A -4 41 -1PIPE CONNECT TO EXISTING 1-8 FL x PO 1-8 FL`X FL GV REMOVE EXIS71NG 4" 8 TRANSITION CO —8 6 WITH UPLINGS 3-2* MARstf,,�,,i,J V�� A FL-X FYO REDUCER SEE DETAIL BFV` AND INSTALL _8" FL 011� -3—TRANSITI6 toopmas �4 2 x PO: �GVs A,.D-1J A, J FL x FL �-ZV, BLIND FLANGE 2-2,*, BOS 3—Tl:�ANSITION CO 1PLIIqG9 F�O*A BEND t,t,v EDU'ft EE DETAIL, X:--,o IL x PO R 1177% S�_ rs-,- I'M q kTAIL L i2g%,,� pgg- 7� XISTING 6" BFV J 3_brw rO BE REMOVED NA >ZN w-ONNt in w- ilk_ I OR y�, a �" ?w I WIN 1b, �7nt, Z" fti� A, 4 n� J J EXISTING 4" ACP TC N '0; ABANDONED IN PLACE 4 I-Awk PER WS-03 5 00 % MI M I A WR T R:,� 3 jrl? t-J� d %&- :Z' A J "T -NNI, Ll w 2 NOTIM NOTES: W EX PIPE. 1. APPROXIMATELY 4—FT TO TOP OF ISTING 'PIPE -OF EXISTINGAOIL" NOTES: 1. APPROXWAT`EL*��'4—FT T& T6P EX(ST(W —rT *ro"*P, OF 1. APPROXIMATELY 4 _-4L 4 Mpt 4 4E) T� DETAIL. /`003� DET IL,� - AIL k�" 4 SCALE: 1 "=20' SCALE: 1"=20' 1 =20' CALE A W AV ni7 REPLACE EXISTING VALVE CLUSTER NITH 41 4 A AEPLAM-VISO w� 1-8" FL TEE LVE' -CLUSTER WTH P1 A J�_ 2_' A —87 FL-TEE. A 2-8" FL x PO GV 2-2 MAR A8 -,-,FL- x 3 A A, M S G INGS _,:Z�-2 IRAN tlW OUPLIN 1-8" FL x FL GV 3m Si _�8 -SEE DETAIL A P, 1-8: 11r FL BEND ERJ e FLG x PO REDUC 1-2" 80 A T 7�, SEE DETAIL EV I'tft- 14 01 `_AOIMKAR� 111�'_1_;__0A__4_1 4 777741-10,74--,1 0. WN; _2 A A ,-4 Wiwi Vr%AA% 7- 'r-* g 1 477 -XV J 7: g?, k1s, -4 1 8 75 2 N, & � 4m, LOT 11A Ti M '6 "tt' EXISTING 4" ACP TO BE . . . . . . . . . . 7�, N® PQ J I ABANDONED IN PLACE �_A IM, R711, PER WS-03 XISTIN E VALVE a, USTER TO REMAIN In rw R "MW N`171_01_2 �z C) S V , w4ei REMOVE VALVE AND 4STALL BLINU,-FLANGE ON -am 717, 0 EXISTING ic m g-'; 219 12",' W-CROSS 31 Re NOTES: NOTES: -NOTES: TO� PIPE.L kl� A, z-� �"4� TO TOP OF EXIS NG PIPE. 710P� OF, EXISTING PIPE. FT T 1 APPROXIMATELY 4—FT TI 1. APPROXIMATELY 4—FT 14 APPROXIMATELY 4 L 4 V: A DETAIL' 6- TA DETAIL DE 47� r_ SCALE: 1"=20' SCALE: 1"=20 G-3 - �t, -�,. t�� �,- —3 SCALE: 1"=20`;,! T"� G 12' L� 2 4 4, San Dieguito Water District SHEET DESIGNED: a- SAN: DIEGUIT0.71WATE ISTRIC TL -4. WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS 15 N DRAWN. t OF D Ll- E KK,'PC,PV., 505 So ith%AdAn AVenue, PR DJECT NO. 605 Third Street tneinkas, CA 92024 Encinitiis,'CA 92024 -VALVE LACEMENT WATER P Up. 12/31/11 760.942.5147 Fax 760.632,0164 Phone,: �760.633.2709 CKED: C E clw_ LS '4, DESCRIPno IF LOCATIONS AND DETAI )A 2 ;;7 Fax: 760.633.2818 REV. DATE _�i�,By: RJB- N DATE J, 6 11 1APPROVED 2"6�. I I , I iw —2009 Pipeline Projects \6 —Design P: \101.Engineering\San Dieguito WD\6474 D=ataCAD 6474\Dwg\NEW C12 1/12/2011 3: 45 PM '7' W, LK w tt _N, ts� it 4 W1 mi m� 77 Z� R to -7 -4777-7 77 17777 77— 7-7 Jt�, 7173-777777 77 77 77 -7 V, 17 7 -ar "z," 7 T `777S 7773 Zil_ u. 3 J W77r, , 77 `71Y, RTL .1 _111" '72 t it 3 Tr, I � 77 _:V �4 ,,77FT 77T7 77 gg, - t4,tT 11 1 U JT ,p _�` w:1 UETT,77, 9Z, '7,— 7 V -AV,1577� "-`� ',0 11"! ��11 , '41 11 :719 - - F,77TT �, F 7 70 rI 1. APPROXIMATELY 4 —FT TO TOP OF EXISTING PIPE. II DETAIL 7 SCALE: 1 " =20' G -3 r REPLACE EXISTING VALVE CLUSTER WITH 1 -8" FL TEE t_._. 2 -8" FL x PO GV 2 -2" MAR 2— TRANSITION COUPLINGS . r _ 1 -8" , 12_ TAPPED FLANGE 4 P 1 -2" BRONZE BALL VALVE, SEE NOTE 2 f �W " low 1— CONNECTION TO 1 ! PVC 4 3 n SEE DETAIL 8 m'?& qqv tt D -1 � " 2633..S. COAST SWAY 101 E`.kY fib- �O��'"d'a� tA 4A W `A■ OW _Trll NOTES: 1. 1. APPROXIMATELY 4 —FT TO TOP OF EXISTING PIPE. 2. ADJUST DEPTH OF 2" BALL VALVE TO MAX. 3 —FT DEPTH USING 90' ELBOWS. INSTALL 6" DIA. VALVE CAN AND TRAFFIC RATED LID. DETAIL ri 0 SCALE: 1"=20' G -3 REA DATE 1 BY 1 DESCRIPTION 1APPROVEDI DATE _I NOTES: �. 1. APPROXIMATELY 4 —FT TO TOP OF EXISTING PIPE. II 2. LOCATION: 400 LF NORTH OF SPARTA DRIVE. DETAIL 8 SCALE: 1 " =20' G -3 OffMI Anr CVIC`'nklf% vAt tiff nl I iL�'rrM Un r" — REPLACE EXISTING VALVE CLUSTER WITH 1 -8" FL TEE , �- 8" FL GV 1 -8" x 6" FL x R . REDUCER , 3— TRANSITION COUPLING P— 8" FL x PO GV 3 -2" BO SEE DETAIL 8 _ D w S 5 �jI NOTES: (J 1. APPROXIMATELY 4 —FT TO TOP OF EXISTING PIPE. NOTES: 1. APPROXIMATELY 4' TO TOP OF PIPE. 2. PROTECT IN PLACE EXISTING UTILITIES IN THE AREA. �I 3. REPLACE IN KING CURB, GUTTER AND SIDEWALK TO THE NEAREST EXPANSION JOINT. DETAIL ri i SCALE: 1"=20' G -3 DESIGNED: QRpf E SS/ 0N'�! RJB DRAWN. KK,PC,PV * No. 59 5 EXP. 12/31/11 CHECKED: ,r�9T 0 Vl\- RJB F OF CNV DUDEK 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 San Dieguito Water District 505 South Vulcan Avenue Encinitas, CA 92024 Phone: 760.633.2709 Fax: 760.633.2818 DETAIL V SCALE: 1"=20' G -3 } Y � SAN DIEGUITO WATER DISTRICT WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS WATER VALVE REPLACEMENT LOCATIONS AND DETAILS 101.Engineering \Son Dieguito WD \6474 --2009 Pipeline Projects \6 Design, Bata CAD 6474 Dwg NEW C12 C-13 SHEET 16 F 18 PROJECT NO. C W'Mt f 1 OA -2 4/12/2011 3: 46 PM 1= CONNECT TO EX METERS /.-- EX MAR EX 8" FL GV EX 8" PIPE CONNECT TO EX METERS ZIE III " SERVICE EX 8 SADDLE FL GV (TYP) EX 8" FL TEE REMOVE EX. 8 "X6" REDUCER AND INSTALL FLANGED ADAPTOR. CONNECT EX 2" BO PER WAS NO. WB -01 NOTE 1: PROVIDE TEMPORARY END CAP WITH BO FOR PRESSURE AND CHLORINATION OF NEW PIPELINE r� ANDREW AVE STA 1 +00 CONNECTION DETAIL KT� NOT TO SCALE TRANSHION COUPLING 12" PVC PIPE INSTALL 2" AV PER WAS %`vA -01 FLANGED NEW 8" ADAPTE 4 PIPE --� 12" x 8" FLxPO REDUCE: 12" FL GV o - I ml '�` EXISTING 6" ACP (TO DE ABANDONED) PER WAS WP -03 EX 6" i PIPE \ - NOTE 1: ALL BO AND AV TO BE STRAIGHT UP, PLACED IN 1243 VALVE CAN SERVICE SADDLE 8" PVC PIPE �z CONNECT EX 2" CONNECT EX 2" AV PER WAS BO PER WAS .... _ \EA .An.% A• 7 ANGED \--- -- SERVICE ER J SADDLE 8" PVC PIPE REMOVE EX 8 "x6" REDUCER, CONTRACTOR MAY HAVE TO CHIP AWAY THRUST BLOCK NOTE 1: PROVIDE TEMPORARY END CAP WITH BO FOR PRESSURE AND CHLORINATION OF NEW PIPELINE ANDREW AVE I LEUCADIA SCENIC CT CONNECTION DETAIL 2 DETAIL NOT TO SCALE -- EX 12" AC PIPE REMOVE EX 12" TEE & INSTALL 12" FL CROSS REM. EX, GV AND INSTAL NEW 12 "FLXPOGV THRUST BLOCK PER WT -01 (TYP) FLANGED >. I ADAPTER EX 12" PIPE 8" PVC PIPE MIN. 3' OF 3' LENGTH _-�- 12" PVC INSTALL 2" BO PER WAS WB -01 -�``- 12" PVC 8" PVC CAP PIPE 12NIS" PO THRUST BLOCK PER REDUCER WT -01 (TYP) 6" PVC PIPE \--EX 6" PIPE ABANDONED TRANSITION COUPLING s^ PVC 'v PIPE CHESTERFIELD DR I EDINBURG AV CONNECTION DETAIL NOT TO SCALE m���w DESCRIPTION E CHESTERFIELD DR STA t C -3 / NOT TO SCALE DESIGNED: RJB DRAWN: KK,PC,PV CHECKED: RJB FLANGED ADAPTER 8" PVC PIPE 8 "x6" FL TEE 6" FL x PO GV 6" PVC PIPE TO HYDRANT LATERAL 1 +00 DETAIL r 6 C -3 NOT USED C -1 INOT TO SCALE INSTALL 2" AV EX 4" PER WAS N0. 4" T TAPPING PIPE i WA -07 SLEEVE SEE NOTE � BELOW 8" P VC PIPE SERVICE SADDLE TYP FLANGED ADAPTER INSTALL 2" AV 1 PER WAS NO. WA -01 TRANSITION COUPLING if / 6" PVC PIPE 8 "x6" FL , PO REDUCER EX 6" AC PIPE 8" FL i GV 8" FL x PO GV CUT AND REMOVE EX 6" PIPE. PLUG EX.-, 6" PIPE (ABANDONED) PER WAS WP -03 CONNECT 2" BO PER WAS NO. WB -01. SEE NOTE 1 6" P VC PIPE 8" FL TEE 8 "x6" FL x PO REDUCER 8" FL GV 6" PO 45' BEND THRUST BLOCK PER WT -01 (TYP)--/ CONNECT 2" AV PER WAS NO. WA -01. SEE NOTE 1 8" P VC PIPE o` PLUG EXISTING 6" (TO BE ABANDONI PER WAS WP -03 THRUST BLOCK PER WT -01 (TYP) -- PLUG EXISTING " ACP (TO BE ABANDO ED) PER WAS WP -0 EX " PIP I EX " TEE I 6" PVC PIPE EX 6" mlAC PIPE CHESTERFIELD DR STA 2 +12 CONNECTION DETAIL 4 NOT TO SCALE �-3 REMOVE EXISTING ACP TO NEAREST PIPE JOINT TRANSITION COUPLING rla TRANSITIOI�J EXISTING ACP COUPLING - - 4" FL I PE X PE 4" PO GV TRANSITION PVC SPOOL 45' BEND EX 12" COUPLING z � PIPE INSTALL 2" BO o FLXPO 4' MIN. PER WAS WB -01 n TRANSITION REDUCER DI R GV 12" PVC 1 - COUPLING 12" FL x S " FL x V) FLANGED PO GV w ADAPTER PO GV INSTALL 2" AV w /PE X PE 12" FL PER WAS NO. z C SPOOL TEE WA -01 0 THRUST BLOCK a- - - - - TRANSITION COUPLING E EX TEE 6" NOTE 1: ALL BO AND AV TO BE STRAIGHT UPS PLACED IN 1243 VALE CAN PER WT -01 f ¢ - 12" FL x " F_ EXISTING ACP PE X PE PVC SPOOL 8 PVC PO GV PIPE SERVICE w FL DI CROSS SADDLE FL X PO DI GV (TYP) o OR TEE 4' MIN. w FL X PO 12 " PVC REDUCER INSTALL 2" AV TRANSITION COUPLING EX 12" PER WAS WA--01 PE X PE PVC SPOOL PIPE TRANSITION EXISTING ACP NOTE: COUPLING PLUG EXISTING 4" ACP (TO BE ABANDONED) PER WAS WP -03 HAYDN AVE STA 1 +00 TYPICAL VALVE REPLACEMENT CONNECTION DETAIL 7 CONNECTION DETAIL 8 NOT TO SCALE C -4 NOT TO SCALE VAR San Dieguito Water District SAN DIEGUITO WATER DISTRICT DUDEKWATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS 505 South Vulcan Avenue 605 Third Street Encinitas, CA 92024 Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 Phone: 760.633.2709 MISCELLANEOUS DETAILS 1 Fax: 760.633.2818 TRA 131TION COU LING -EXISTING .ACP - D -1 SHEET i OF 18 PROJECT NC, CWW 1 OA -2 HQTR —DATA1 \Projects -01d \101. En gin eering \San Dieguito WD \6474 -2009 Pipeline Projects 6— Design Data CAD 6474 Dwg 6474 SH17 D1 4/12/7-011 2019 3: 767 INSTALL 2" BLOWOFF PER WAS NO. WB -01 --- SEE NOTE 1 4" PVC PIPE CONNECT EX 1" SERV LAT PER WAS NO. WS-02 PLUG EXISTING 2" ACP (TO BE ABANDONED) PER WAS WP -03 4" PVC PIPE 3' LENGTH 4" PVC CAP EX 2" PIPE '- .W °HRUST BLOCK PER WT -01 (TYP) SERVICE SADDLE NOTE 1: ALL BO ARE STRAIGHT UP IN 1293 VALVE CAN SCHUBERT AVE AVE STA 8 +33 DETAIL rf� NOT TO SCALE C -6 8" PO 45' BEND THROT BLOCK 8" PVC PEI WT-01 PIPE PVCt _ I PIPE { PLUG EXISTING 6" ACP_ (TO BE ABANOONEDa PER W1� WP-01 EX 6" r ' PIPE f T t t 1�T -BLOCK PER WT -01 EX 12" PVC PIPE TRANSITION COUPLING - 12 "x8" FL REDUCING TEE THRUST BLOCK PER WT -01 ---- TRANSITION COUPLING - EX 12" PVC PIPE - INSTALL 2" AV PER WAS WA -01 z --L m 12" FL x `t PO GV INSTALL 2" BO PER WAS WB -01 8" P VC PIPE SERVICE Z SADDLE 8" FL GV WITH FLG ADAPTER FOR TEST PALTE FLANGED ADAPTER Z OCEANIC AVE STA 1 +00 CONNECTION DETAIL ri' NOT TO SCALE C -7 8" PO 45' BEND 8 "x6" PO REDUCER FLANGED ADAPTER 8 "x6" FL TEE - 6 "FLxPOGV 6" PVC PIPE TO HYDRANT SEEMAN DR STA 13 +00 DETAIL %5 NOT TO SCALE REV.1 DATE 1 BY 1 DESCRIPTION C -10 _ DESIGNED: _ RJB DRAWN: KK,PC,PV CHECKED: — APPROVED DATE RJB slum EX 6" AC PIPE TRANSITION - COUPLING QROFESS /O DUDEK * No. 5 * 605 Third Street Encinitas, CA 92024 Exp. 12/31/11 CEyii- ��' 760.942.5147 Fax 760.632.0164 OF N TRANSITION COUPLING - 8" PVC PIPE — WA REMOVE EX CAP AND THRUST BLOCK OCEANIC DR STA 3 +45 CONNECTION DETAIL 3 NOT TO SCALE to EX 8" AC PIPE C -7 1-1/2- AC FINISH COURSE- TRENCH WIDTH 3/8" MAX, AGGREGATE —� MIN. PIPE O.D. +12 MAX. PIPE O.D. +20 8" PO 45' BEND EX 8" AC PIPE TRANSITION COUPLING - y THRUST BLOCK PER WT -01-� 8" PVC PIPE -- �--- THRUST BLOCK PER WT -01 REMOVE EX 8 "x6" REDUCER r--- 8" PO 45' BEN 8" PVC PIPE PLUG EXISTING 6" ACP (TO BE ABANDONED) PER WAS WP-03 EX 6" PIPE Z SEEMAN DR STA 1+00 CONNECTION DETAIL 4 NOT TO SCALE C -8 i IF LESS THAN 2' , REMOVE /REPLACE PAVEMENT TO GUTTER OR REMOVE /REPLACE AC BERM. NOT TO SCALE VARIES San Dieguito Water District SAN DIECUITO WATER DISTRICT WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS 505 South Vulcan Avenue Encinitas, CA 92024 Phone: 760.633.2709 Fax: 760.633.289 8 H QTR –DATA1 Projects –Old 101. En gin eering San Dieguito WD 647 MISCELLANEOUS DETAILS 2 )09 Pipeline Projects 6– Design Data CAD 6474 Dwg 64 VA D -2 SHEET I1� OF 18 PROJECT NO. CWW 10--? 4; 12 0 i 1 3: 46 PM COLD PLANE 12" 1 1/2" DEPTH SAWCUT (TYP) ! ,l EXIST. AC L_ PAVEMENT a.,' ` `:'oc3,._ °:.`.. n Q _ .._.1 6" MIN. CLASS 2 AGGREGATE BASE* COMPACTED TO 95% MIN. PETROMAT PER RELATIVE COMPACTION W CITY STANDARDS _\__1 — AC FIRST COURSE I v cn 3/4" MAX. AGGREGATE. z w EXIST PAVEMENT PLUS w w in ; 1" AC -MIN 4" AC w vi MAGNETIC ? o w WARNING TAPE SELECT NATIVE OR IMPORTED GRANULAR NULAR N a MATERIAL TO 90% MIN. RELATIVE COMPACTION. 0- w POTABLE SEE SPECS. a. V) WATER LINE 6" MIN 10" MAX PER PLAN utu �99L'7 4Ll QQ4 / BEDDING NOTES: SEE SPECS. 1. FOR DEPTHS UP TO 5 FEET, NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED. 2. FOR DEPTHS EXCEEDING 5 FEET, SHORING OR SOLID SHEATHING IS REQUIRED. 3. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED. 4. WHERE NO AC PAVEMENT EXISTS, TRENCH BACKFILL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION FLUSH WITH EXISTING GROUND. *5. S. COAST HIGHWAY 101 AND PIRAEUS STREET SHALL HAVE A MIN. STRUC11JRAL SECTION OF 6" AC OVER 10" MIN, CLASS 2 AB TYPICAL PIPE TRENCH DETAIL 6 NOT TO SCALE VARIES San Dieguito Water District SAN DIECUITO WATER DISTRICT WATER LINE IMPROVEMENTS AND VALVE REPLACEMENTS 505 South Vulcan Avenue Encinitas, CA 92024 Phone: 760.633.2709 Fax: 760.633.289 8 H QTR –DATA1 Projects –Old 101. En gin eering San Dieguito WD 647 MISCELLANEOUS DETAILS 2 )09 Pipeline Projects 6– Design Data CAD 6474 Dwg 64 VA D -2 SHEET I1� OF 18 PROJECT NO. CWW 10--? 4; 12 0 i 1 3: 46 PM 's. BATIQUITOS LAG" APPROX s2f AVE , BO BLOWOFF CL LA COSTA AVE CLR CLEAR CONC CONCRETE DCHC DEEP CUT HOUSE CONNECTION DI DUCTILE IRON DIA DIAMETER z. DUCTILE IRON PIPE DR DRIVE DWG(S) DRAWING(S) E EAST OR ELECTRICAL S q END OF CURVE P EXISTING FH FIRE HYDRANT •"TrJ FLANGE FO FIBER OPTIC r FEET G GAS /GENERAL DRAWINGS GLI LNHAM RD GATE VALVE HORIZ Y HP HIGH PRESSURE ID INSIDE DIAMETER S�1 INVERT ELEVATION LF LINEAR FOOT MAX PAanc ocEAN MH MANHOLE MIN MINIMUM �Y MECHANICAL JOINT N NORTH NAD Sa ENCINITAS 8LW NORTH AMERICAN VERTICAL DATUM sa OUTSIDE DIAMETER OH OVERHEAD PC POINT OF CURVATURE PE PLAIN END PO PUSH ON PRC POINT OF REVERSE CURVE PVC Tj R RADIUS RD ROAD REQD REQUIRED R/W DR S �t SCH SANSA FE SD STORM DRAIN SDGE SAN DIEGO GAS AND ELECTRIC COMPANY PROJECT SAN DIEGO REGIONAL STANDARD DRAWINGS SDWD SAN DIEGUITO WATER DISTRICT LOCATION SPECIFICATIONS SQ 5 Cft�2 STREET PROJECT STANDARD T TELEPHONE LOCATION TELEVISION BiRtliNGHAM DR TYPICAL C— W WATER OR WEST WAS WATER AGENCY STANDARD W/ WITH �s SAN ,O CITY OF ENCNITAS, CAUFORNIA LAO" 4 w VICINITY MAP NOT TO SCALE DESCRIPTION ago 31mi ENCINITAS, CALIFORNIA CONSTRUCTION PLANS FOR � 1 • t SHEET DRAWING 1 2 3 4 5 6 7 G -1 G -2 C-1 TC -1 TC -2 ABANDONMENT-, P ROJ ECT CWW 1 OA ABBREVIATIONS JEROME STOCKS, PRESIDENT TERESA BARTH, VICE PRESIDENT KRISTIN GASPAR, BOARD MEMBER BOARD BOND, JAMES ! A' �l� 9 ykfQMCI- DESIGNED: RAF DRAWN: KK,PC,PV CHECKED: APPROVED DATE RJ13 TITLE TITLE SHEET GENERAL NOTES, ABBREVIATIONS AND KEY MAPS TRANSMISSION MAIN ABANDONMENT PLAN PLAN &PROFILE BIRMINGHAM DRIVE STA 1 +00 TO STA 2 +55.58 PLAN &PROFILE NEW 12" TRANSMISSION MAIN STA 1 +00 TO 2 +04.36 MISCELLANEOUS DETAILS TRAFIC CONTROL PLAN FOR SANTA FE DR (1 of 2) TRAFIC CONTROL PLAN FOR SANTA FE DR (2 of 2) ACP ASPHALTIC CONCRETE PIPE APPROX APPROXIMATELY AVE AIR & VACUUM VALVE BO BLOWOFF CL CLASS CLR CLEAR CONC CONCRETE DCHC DEEP CUT HOUSE CONNECTION DI DUCTILE IRON DIA DIAMETER DIP DUCTILE IRON PIPE DR DRIVE DWG(S) DRAWING(S) E EAST OR ELECTRICAL EC END OF CURVE EX, EXIST EXISTING FH FIRE HYDRANT FLG FLANGE FO FIBER OPTIC FT FEET G GAS /GENERAL DRAWINGS GV GATE VALVE HORIZ HORIZONTAL HP HIGH PRESSURE ID INSIDE DIAMETER IE INVERT ELEVATION LF LINEAR FOOT MAX MAXIMUM MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM OD OUTSIDE DIAMETER OH OVERHEAD PC POINT OF CURVATURE PE PLAIN END PO PUSH ON PRC POINT OF REVERSE CURVE PVC POLYVINYL CHLORIDE PIPE R RADIUS RD ROAD REQD REQUIRED R/W RIGHT OF WAY S SOUTH OR SEWER SCH SCHEDULE SD STORM DRAIN SDGE SAN DIEGO GAS AND ELECTRIC COMPANY SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS SDWD SAN DIEGUITO WATER DISTRICT SPECS SPECIFICATIONS SQ SQUARE ST STREET STD STANDARD T TELEPHONE TV TELEVISION TYP TYPICAL VERT VERTICAL W WATER OR WEST WAS WATER AGENCY STANDARD W/ WITH 1�� Z4Wk�Nm � I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY SAN DIEGUITO WATER DISTRICT IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DE-&GN. -- RUSSELL J- BE$?GHOLZ, R.C.E. 59395, EXPIRES 12/31/11 mgm-glil WA -01, WC -17 WB -01, WC -17 WB -02 WF- 01 WP-01 WP -02 WS --01, WC--17 WS -02, WC -17 WS -03 WS -07 WS--08 WS -09 WT-01 WV-02 2" MANUAL AIR VALVE W/ SACRIFICIAL ANODES 2" BLOW OFF INSTALLATION W/ SACRIFICIAL ANODES 4" BLOW OFF INSTALLATION FIRE HYDRANT ASSEMBLY WARNING AND IDENTIFICATION TAPE AND TRACE WIRE INSTALLATIONS PIPE BEDDING AND TRENCH BACKFILL 1" WATER SERVICE W/ CATHODIC PROTECTION 2" WATER SERVICE W/ CATHODIC PROTECTION METER BOX LOCATIONS FOR WATER EXISTING WATER SERVICE ASSEMBLY RECONNECTION EXISTING WATER SERVICE ABANDONMENT DUAL DOMESTIC FIRE /WATER SERVICE INSTALLATION CONCRETE THRUST AND ANCHOR BLOCKS GATE WELL INSTALLATION FOR VALVES (SPEED X35 MPH) I CROSS REFERENCING SYSTEM (1) A SECTION CUT ON DRAWING M-3 IS IDENTIFIED AS FOLLOWS: DIRECTION OF VIEW A SEC ON LETTER —4 DRAWING WHERE SECTION IS DETAILED (2) ON DRAWING M -4 THE SECTION IS IDENTIFIED AS FOLLOWS: SECTION SECTION LETTER NOT TO SCALE M -3 �* DRAWING ON WHICH SEC710N WAS CUT (3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER TO THAT OF SECTIONS EXCEPT DETAILS ARE ASSIGNED NUMBERS RATHER THAN LETTERS. DETAIL 1 ,"— DETAIL NUMBER NOT TO SCALE t_ INDICATES THAT DETAIL OR SECTION IS SHOWN ON SAME SHEET AS CALLED OUT ENCINITAS ENGINEERING DEPT. I ENCINITAS FIRE DEPT. rA San Dieguito Water District SAN DIEGUITO WATER DISTRICT SHEET D UDEK TRANSMISSION MAIN ABANDONMENT 505 South Vulcan Avenue � 605 Third Street Encinitas, CA 92024 Encinitas, CA 92024 PROJ CT N0. 760.942.5147 Fax 760.632.0164 Phone: 760.633.2709 TITILE SHEET w Fax: 760.633.2818 CWW 10A P: \101.Er,gineering \San Dieguito WD \6474 -2009 Pipejine Pro ; ec'1s\6 — Design Datc \CAD 6474'Dwa, \Transmiss on iviain \6474 SH01 G-1 1 f4/2011 1:51 PM V1 L