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6666 S21 BAIUMS LAGOON LA CMA AV BATIQUITQS � LAS 5 D J P P`I m > < o r�0 o ` PROJECT LOCATION 2T .� =- ..•` P Z o ONE =''"� 5 N N o� %Z_ � o y �LEUCADIA BLVD z g \ am" so y G \cn S� p z L z z WATER LINE VALVE LE1K',ADU► BLVD y I PSN$V ( Q Q __j xo � 500 IA ST I� U J 0 W J�J sr PROJECT PN= OMAN LOCATION PROJECT LOCATION ONE PROJECT LOCATION TWO TWO SHEET INDEX SHEET NO. DRAWING NO. TITLE S9 or MM ago G -1 TIME SHEET 1 LOCATION ► SLAPS �p s2r 2 G -2 GENERAL NOTES AND ABBREVIATIONS p, NOT TO SCALE _ 3 G 3 KEY MAP — PROJECT LOCATION ONE 4 C -1 PLAN & PROFILE -ANDREW AVE STA 1+00 TO05 +50 A 5 C -2 PLAN & PROFILE-ANDREW AVE STA 5 +50 T0�10 +00 6 C -3 PLAN & PROFILE ANDREW AVE STA 10 +00 TO ," +93:2a , • 7 C -4 PLAN & PROFILE SHERIDAN RD STA 1 +00 TO' 5 +50 h 5 �,t�� 8 C -5 PLAN & PROFILE SHERIDAN RD STA 5 +50 TO` 8 +36:3k v • -- 9 C -6 PLAN & PROFILE N VULCAN AVE STA 1+00 TO 5 +50 10 C -7 PLAN & PROFILE--N VULCAN AVE STA 5 +50 TO 9 +81.92 11 C -8 PLAN & PROFILE EUCALYPTUS AVE STA 1+00 TO) +50 12 C -9 PLAN & PROFILE' EUCALYPTUS AVE STA B +50 TO 9+60.0& a , C 13 C -10 FO.X. PONT VALVE REPLACEMENT- x. f 14 D -1 MISCELLANEOUS DETAILS { sAN a�,a �-� 15 D -2 MISCELLANEOUS DETAILS �,� >, z _ ,,�, , „•,. =z ; �.r_�_t� �: VICINITY MAP NOT TO SCALE Q SDWD STANDARD DRAWINGS GROSS REFERENCING SYSTEM Cq WF -01 FIRE HYDRANT ASSEMBLY W13 VALVE BOX ASSEMBLY (1) A SECTION CUT ON DRAWING M--3 IS IDENTIFIED AS FOLLOWS: DIRECTION OF VIEW A .-- SECTION LETTER 4 `` * DRAWING WHERE SEC11ON 1S DETAILED (2) ON DRAWING M -4 THE SECTION IS DECLARATION OF RESPONSIBLE CHARGE IDENTIFIED AS F OLLO WS: d SECTION LETTER I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE SECTION A - ✓"^— EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN NOT TO SCALE M -3 `-� -* DRAWING ON WHICH SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS SECTION WAS CUT CONSISTENT WITH CURRENT STANDARDS. (3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER Q� I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY TO THAT OF SECTIONS EXCEPT DETAILS ARE ASSIGNED /+ SAN DIEGUITO WATER DISTRICT IS CONFINED TO A REVIEW ONLY AND DOES NOT NUMBERS RATHER THAN LETTERS ,,.5► RELIEVE ME, AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN DETAIL ,--DETAIL NUMBER C ENCINITAS ENGINEERING DEPT. ENCINITAS FIRE DEPT. SAN DIEGUITO WATER DIST. NOT TO SCALE — �`'� -- INDICATES THAT DETAIL OR SECTION IS SHOWN RUSSELL J. BERGHOL. , P OJECT MANAGER DATE ON SAME SHEET AS R.C.E. 59395, EXPIRES 12/31/07 / , CALLED OUT BY• 1,�..� L- �... —�--- DATES �I3 ®�t� Vi DATES BYE .� DATE APPROVAL EXPIRES 2 YEARS FRAM DATE SIGNED GM 0 V D ESIGNE D: SAN DIEGUITO WATER DISTRICT SHEET �o �RpFESS /o 9 RJB 1 e cyyc/ D I D ANDREW AVENUE WATER LINE / VALVE REPLACEMENT OF 15 DRAWN: W � N � MLG No. ;995 & ASSOCIATES, INC. PROJECT N0. sT 12/31/07 � 605 Third Street Encinitas, CA 92024 TITLE SHEET CHECKED: 4 CIVIC- o� CWW 04A REV. DATE BY DESCRIPTION APPROVED DATE RJB F OF CN. 760.942.5147 Fax 760.632.0164 P: \Engineering \San Dieguito WD \4103- 01_Andrew Av_volve replacement \CADD \dwg \4103 GOI.dwg Jan 17, 2006 — 7: 52am GENERAL NOTES GENERAL NOTES (CO TRAFFIC CONTROL LEGEND 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH WATER AGENCY 19. WATER SERVICE TO CUSTOMERS SHALL BE IN OPERATION AT ALL 11MES 7. WHEN CONSTRUCTION OPERATION IS NOT ACTIVELY IN PROGRESS, ALL G HP EXIST GAS LINE. "HP" INDICATES STANDARD SPECIFICATIONS AND DRAWINGS, AND THE 2003 EDITION OF EXCEPT DURING SERVICE RECONNECTION, DURING WHICH TIME SERVICE TRAFFIC CONTROL EQUIPMENT SUCH AS CONES AND SIGNS SHALL BE HIGH PRESSURE. THE GREEN BOOK EXCEPT WHERE MODIFIED ON THE CONSTRUCTION MAY BE INTERRUPTED FOR A MAXIMUM DURATION OF 30 MINUTES. REMOVED FROM WORK AREA. OH E EXIST ELECTRIC CONDUIT /CABLE DRAWINGS AND SPECIFICATIONS. 20. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE "OH" INDICATES OVERHEAD 2. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND BERMS DAMAGED RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF T EXIST TELEPHONE CONDUIT(S) DURING CONSTRUCTION, IN KIND, PER THE CITY OF ENCINITAS STANDARDS, CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS REGIONAL STANDARD DRAWINGS (MARCH 1999 EDITION) AND THE 2003 AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY EDITION OF GREENBOOK PRIOR TO PLACING OF PAVEMENT. ALL EDGES AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE TV EXIST TELEVISION CONDUIT(S) SHALL BE SAW CUT VERTICALLY. PAVEMENT THICKNESS SHALL BE EQUAL CONTRACTOR DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER TO THAT OF THE EXISTING PAVEMENT PLUS I -INCH, BUT IN NO CASE WILL HARMLESS FOR ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH ABBREVIATI W EXIST WATER PIPE LESS THAN 4- INCHES BE PERMITTED. THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. S EXIST SEWER 3. THE CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL PROPERTY IMPROVEMENTS, INCLUDING FENCES, TREES, SHRUBS, IRRIGATION PIPING, 21. THE LOCATIONS OF UTILITIES SHOWN ON THESE PLANS WERE OBTAINED ACP ASPHALTIC CONCRETE PIPE AND LANDSCAPING DAMAGED DURING CONSTRUCTION. BY A SEARCH OF AVAILABLE RECORDS. ADDITIONAL UTILITIES NOT OF APPROX APPROXIMATELY O EXIST SEWER LATERAL RECORD MAY EXIST. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF AV AIR & VACUUM VALVE S 4. ALL FITTINGS AND VALVES 6- INCHES AND ABOVE SHALL HAVE CONCRETE ALL EXISTING UTILITIES PRIOR TO EXCAVATION, AND SHALL TAKE BO BLOWOFF SD EXIST STORM DRAIN THRUST BLOCKS IN ACCORDANCE WITH THESE DRAWINGS AND W.A.S. PRECAUTIONARY MEASURES TO PROTECT SAID UTILITIES. DUE TO THE CL CLASS STANDARD DRAWING WT -01. UNKNOWN VERTICAL LOCATIONS OF CERTAIN EXISTING UNDERGROUND CLR CLEAR UTILITIES, ADJUSTMENT MAY BE REQUIRED TO THE GRADE OF SAID CONC CONCRETE EXIST INDEX CONTOUR 5. ALL WATER SERVICE REPLACEMENT REQUIRED SHALL BE 1 -INCH COPPER UTILITIES. THIS SHALL BE COORDINATED WITH THE CONTRACTOR DCHC DEEP CUT HOUSE CONNECTION MINIMUM OR AS NEEDED, MEASURED BETWEEN THE NEW MAIN AND THE PERFORMING THE RELOCATIONS. CONTRACTOR SHALL MAKE EXPLOROTORY DI DUCTILE IRON EXIST INTER CONTOUR METER BOX AND SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES ND PER W.A.S. STANDARD DRAWINGS. SUFFICIENTLY AHEAD AT CONSTRUCTION TO PERMIT REVISION TO PLANS IF DIA DIAMETER %10 REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING DIP DUCTILE IRON PIPE EXIST UTILITY PEDESTAL. 6. ALL NEW FIRE HYDRANT INSTALLATION BRANCH TEES SHALL BE FIELD FACILITIES. DR DRIVE LOCATED AND MARKED BY SURVEY AND VERIFIED BY POTHOLING. DWG(S) DRAWING(S) EXIST POWER POLE INSTALLATION SHALL BE PER W.A.S. STANDARD DWG NO. WF -01. ALL 22. CONTRACTOR SHALL DISPOSE OF ANY MATERIALS EXPORTED AT AN E EAST OR ELECTRICAL HYDRANTS SHALL BE INDUSTRIAL OR RESIDENTIAL AS INDICATED ON APPROVED AND LEGAL DISPOSAL SITE. EC END OF CURVE EXIST SIGN PLANS. FIRE HYDRANTS SHALL HAVE GUARD POSTS UNLESS INSTALLED EX, EXIST EXISTING BEHIND AN EXISTING CURB OR SIDEWALK. 23. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO FH FIRE HYDRANT EXIST SPOT ELEVATION 7. ALL WATER MAIN VALVES SHALL BE INSTALLED LEVEL, WITH SHAFT AND PUBLIC OR PRIVATE PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY FLG FLANGE OPERATING NUT VERTICAL, AND SHALL HAVE JOINT CONNECTIONS TO MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. FO FIBER OPTIC EXIST MANHOLE CAST IRON FITTINGS PER W.A.S. STANDARDS AND SPECIFICATIONS, UNLESS DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD FT FEET OTHERWISE NOTED. THROUGHOUT THE CONSTRUCTION OPERATIONS. G GAS /GENERAL DRAWINGS GV GATE VALVE EXIST MONUMENT 8. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 24. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL CONNECTIONS TO DEVICES INCLUDING SHORING AND BARRICADING, AND SHALL BE SOLELY EXISTING PIPE BY POTHOLING PRIOR TO COMMENCING WORK. H HORIZONTAL HP P RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL HIGH PRESSURE EXIST STREET LIGHT " OWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS ID INSIDE DIAMETER SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. NEITHER THE 25. USE THE FOLL OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR IE INVERT ELEVATION EXIST FENCE OR REGULATIONS. CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO LF LINEAR FOOT NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF MAX MAXIMUM EXIST PALM TREE DEPARTMENT OF OCCUPATIONAL AND SAFETY & HEALTH (DOSH) NOTE: STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. MH MANHOLE 9. THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT FROM DOSH PRIOR USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS MIN MINIMUM TO COMMENCING CONSTRUCTION OF TRENCHES OR EXCAVATIONS WHICH FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PLAIN MJ MECHANICAL JOINT EXIST TREE ARE 5 FEET OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN N NORTH DESCEND. 270 FEET AND 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH NAD NORTH AMERICAN DATUM EXIST METER BOX COVER JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND NAVD NORTH AMERICAN VERTICAL DATUM 10. UTILITIES TO BE JOINED OR CROSSED PRIOR TO COMMENCING WORK. CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL OD OUTSIDE DIAMETER EXIST FIRE HYDRANT REPRESENTATIVES FROM APPROPRIATE UTILITIES SHALL BE NOTIFIED 48 RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 OH GVERHEAD HOURS PRIOR TO FIELD LOCATION. THE CONTRACTOR SHALL NOTIFY, FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S PC POINT OF CURVATURE EXIST GATE VALVE DISTRICT OF ANY POTENTIAL CONFLICTS A MINIMUM OF 10 WORKING DAYS REPRESENTATIVE. PE PLAIN END PRIOR TO CONSTRUCTION TO ALLOW FOR REDESIGN IF NECESSARY. PO PUSH ON EXIST AIR RELEASE VALVE 26. IN THE EVENT OF CONFLICT WITH EXISITNG SEWER LATERALS, CONTRACTOR PRC POINT OF REVERSE CURVE UTILITY PHONE SHALL REFER TO W.A.S. DETAIL WM -07 FOR LATERAL REPLACEMENT PVC POLYVINYL CHLORIDE PIPE REQUIREMENTS. R RADIUS EXIST BLOW OFF UNDERGROUND SERVICE ALERT 800) 422 -4133 RD ROAD CALTRANS* 619 688 -6843 READ REQUIRED CL_ STREET CENTEINE SBC COMMUNICATIONS 619 697 -5371 CITY O F ENCIN NOTES R/ RIGHT OF WAY SAN DIEGO GAS AND ELECTRIC 619 696 -2389 S SOUTH OR SEWER R/W RIGHT -OF -WAY CITY OF ENCINITAS 760 633 -2700 SCH SCHEDULE SAN DIEGUITO WATER DISTRICT 760 633 -2709 _ LEUCADIA WASTE WATER DISTRICT 760 753 -0155 1. A PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEERING DEPARTMENT SD STORM DRAIN LOT LINE /PROPERTY LINE CARDIFF SANITATION DISTRICT 760 633 -2870 FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. THE CONTRACTOR IS SDGE SAN DIEGO GAS AND ELECTRIC COMPANY DANIELS CABLE 619 438 -7741 RESPONSIBLE FOR OBTAINING THE PERMIT AND PAYING ALL REQUIRED SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS NEW POTABLE WATER LINE COX CABLE 619 263 -9251 FEES AND DEPOSITS (REFER TO SECTION 7- 1.04). SDWD SAN DIEGUITO WATER DISTRICT SOUTHWESTERN CABLE 1 619 695 -3220 SPECS SPECIFICATIONS T Y USA. 2. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY SQ SQUARE GATE VALVE (SIZE PER PLAN) * CALTRANS FACILITIES WILL NOT BE MARKED OUT B RIGHT -OF -WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY ST STREET ALL SALVAGED MATERIALS SHALL BE RETURNED TO SDWD. INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE STD STANDARD REDUCER (SIZE PER PLAN) 11. NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR T TELEPHONE MINIMUM COVER OVER THE WATER MAIN SHALL BE 36- INCHES, UNLESS (760) 633 -2797 AS STATED ON THE PERMIT. TV TELEVISION PLUG AND CAP (SIZE PER PLAN) (WP -03) 12. OTHERWISE SHOWN. TYP TYPICAL N T R O L NOTES VERT VERTICAL 2" BLOWOFF INSTALLATION (WB -01) ALL MANUAL AIR RELEASE METER BOX INSTALLATIONS SHALL BE SET Tft/"tiFF I C C W WATER OR WEST 13. BEHIND CURB OR SIDEWALK, UNLESS OTHERWISE INDICATED. WAS WATER AGENCY STANDARD 4" AIR RELEASE VALVE HAUL ROUTES SHALL BE PROVIDED BY THE CONTRACTOR AND APPROVED 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH APPENDIX A OF THE W/ WITH 14. BY THE CITY ENGINEER BEFORE THE NOTICE TO PROCEED IS ISSUED. REGIONAL STANDARD DRAWINGS (MARCH 1997 EDITION) AND THE WORK 2" MANUAL AIR RELEASE VALVE (WA -01) AREA TRAFFIC CONTROL HANDBOOK, 1996, SEVENTH EDITION (SECOND T 6" FIRE HYDRANT INDUST. OR RESID. W /GUARD POSTS THE CONTRACTOR SHALL LIMIT HIS CONSTRUCTION ACTIVITIES TO THE PRINTING). 15. PERIOD BETWEEN 7:30 A.M. AND 5:00 P.M., AND SHALL LIMIT CONSTRUCTION ACTIVITIES ON VULCAN AVENUE BETWEEN 9:00 A.M. AND 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN EXIST WATER SERVICE ASSEMBLY RECONNECTION (WS -07) 3:00 P.M. CONFORMANCE WITH CALTRANS STANDARD PLAN T -11, T -12 OR T -13 Q DURING WORKING HOURS. WHEN CONSTRUCTION OPERATIONS ARE NOT THRUST AND ANCHOR BLOCK (WT -01) UNLESS NOTED OTHERWISE, ALL FITTINGS AND VALVES SHALL HAVE TYTON ACTIVELY IN PROGRESS, THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED 16. PUSH -ON JOINTS OR EQUIVALENT. LANES OF THE ROADWAY OPEN TO TRAFFIC. ALL HORIZONTAL CONTROL REFERENCED ON THESE PLANS ARE PER THE 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 17. CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 6, PER THE N.A.D. 83 SYSTEM. 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 A OF ENCINITAS TRAFFIC ENGINEER FOR APPROVAL AT LEAST FIVE WORKING DAYS PRIOR TO THE START OF WORK.ES G -2 DESIGNED SAN DIEGUITO WATER DISTRICT SHEET RJB ©Q ROF � s /py q � T ``� y� D I D : TW ANDREW AVENUE WATER LINE / VALVE REPLACEMENT 2 0 �, DRAWN: OF 15 o. 59395 ROJECT NO. MLG & ASSOCIATES, INC. . 12/31/07 GENERAL NOTES CHECKED: s 4 CiVI�\Fo���P 605 Third 147eFox0760.632.0164024 n REV. DATE BY DESCRIPTION APPROVED DATE RJB OF cap 760.942.5 CWW 04A P:\Engineering\San Dieguito WD \4103 -01 _Andrew Av_valve replacement \CADD \dwg \4103 G02.dwg Jan 2006 - 3: 10pm 16, Q / 4 t i 4` 7 1 C Y : , U ` I : I 1 i i I' I � Q N U i LLJ Z 1 Q l C--8 C -9 EUCALYPTUS AVE t . b BASIS OF BEA RINGS IS THE CALIFOR NIA STATE PLANE COORDINATE 1 L �,� .,�� ■� .�� ..� �..�.. �.,� THE BASIS OF BEARINGS FOR THIS SURVEY SYSTEM CCS83 , BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83), ZONE 6 1 " BETWEEN NGS CONTROL POINTS "LAKE SKINNER CORS POINT" (N 2154994.26009 E y "SCRIPPS 3 CORS ARP" (N 1895871.28, E 6254482.65) AND NGS 63135 64.7500 )� " CONTROL POINT POINT LOMA 3 CORS ARP (N 1823344.6400, E 6256058.1200) AS Y THE NATIONAL GEODETIC SURVEY. I m PUBLISHED B __ 1 I I C- 6 C --7 z BENCHMARK ,. V ULCAN AVE GRAPHIC NATIONAL GEODEDIC SURVEY STATION H OC "- '" ""'— — "" "'-"'� "� �" — '— � — � — _ T - �' . � -- 100 0 100 RA S CALE THE BENCH MARK USED FOR THIS SURVEY IS ..._ ._ , _ __. _ 200 145" LOCATED 1.3 FEET EAST OF THE WEST END OF THE SIDEWALK AT THE SOUTHWEST CORNER OF THE AVENUE BRIDGE OVER THE ATCHISON TOPEKA & SANTA FE RAILROAD AND LA COSTA AVENUE ( IN FEET ) ELEV. = 61.53 FEET (NAVD 88) —�- _— �- -- —_ 1 INCH = 100 FT. 7F� KEY MAP G -3 DESIGNED: SAN DIEGUITO WA DISTRICT SHEET )fESS /p Q R N RJB I D ANDREW AVENUE WATER LINE / VALVE REPLACEMENT OF 15 DRAWN: `� PROJECT NO. No. 5939 & ASSOCIATES, INC.: MLG KEY MAP — PROJECT LOCATION I *� 12/31/07 \�,* 605 Third Street Encinitas, CA 92024 CHECKED: T9r civil_ o�� 760.632.0164 APPROVED DATE WW 04A F REV. DATE BY DESCRIPTION E RJB OF CN 760.942.5147 Fax P:\Engineering\Son Dieguito WD \4103 -01 _Andrew Av_valve replacement \CADD \dwg \4103 G03.dwg Jan 16, 2006 — 3: 11pm NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText