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2006-388 I (Plans) �• � OWNER'S CERTIFICATE 0 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. 0 IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A R FOR EGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING z SANTA FE DR. DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER o CO MPLETION OF THE IMPROVEMENTS. 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. Of W I r11 r - I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN o Y D © 81TE ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 13. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE pD�KL DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO CITY ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. Wp DR• v ti� � � � PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL WORK T HIGH INTENSITY TYPE �`�'� o Ag RREY COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER 14. ALL SIGNS TO BE ALUMINUM WITH 3 FOOT DR ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. REFLECTIVE FACE OR EQUIVALENT. �F' 7 �, Q) oo 0 n I :.:• s W 15. CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE I � A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 C DIFF D • • �- V HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) DATE WI LLIAM J. Av AUGH !! 16. ALL CUT AND FILL SLOPES ROPOSED FIRE HYDRANT •:: PES OVER 3 FEET CREATED BY GRADING FOR WET TAP TO EX WATER MAIN STREETS AND DRIVEWAYS SHALL BE HYDRO SEEDED WITH CITY OF F ,: .. PER WAS STD W-01 } .• ENCINITAS APPROVED HYDROSEED MIXTURE. F $ ING 2" METE I BIRMINGHAM DR. HYDRO SEEDED SLOPED SHALL BE IRRIGATED BY WATER TRUCK EXI T � l MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. ATE UNTIL THE TO R EMAI N. AND VICINITY MAP PETER DEERING D 1 ADDR - PROPOSED 6 DG TRAIL • SHALL PROVIDE TRUE 90 DEGREES CUTOFF, AND SE PARCEL RVE ES S. 1011 CAMINO DEL RIO S., SUITE 320, SAN DIEGO, CA 92108 17, ALL LUMINAIRES SEE SECTION LAKE DRIV E � •' N MOT TO SCALE ALLOW NO ESCAPE OF LIGHT ABOVE HORIZONTAL. -- - PHONE: (619) 543 -9891 'TYPICAL ICAO EXISTING 1 METER ' . - EXISTING - (LAMBERT COORDINATES T T R AND LAMB 18. CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS ro _ EXIS D REMAIN •' 314 1683 ( } . • : .. � � I POWER SERVE PARCEL 2. ... Y . SHALL NOT BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER 16 t POLE I - LEGAL DESCRIPTION SIDEWALK, THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. EXISTING 3/4 METER TO REMAIN �� ' • Y w AND SERVE PARCEL 2. N PARCEL MAP OF: DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR Y 19. THE IC w RELOCATED Y EXI STING g °� PVC SEWER THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF 12 EXIST PULL R - _ DISTU RBED OR DESTROYED SHALL BE �, T - FENCE THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 23, BENCH MARK WHICH H IS DISTU _ � RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR RE E ROAD EASEMENT" � - . � EXISTING 12 PVC WATER . TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, I THE A LICENSED LAND SURVEYOR z EXISTI CMP STORM DR AIN STATE OF CALIFORNIA, ACCORDING TO UNITED - COUNTY OF S AN D IEGO a Y "'� E NT NME SURVEY APPROVED APRIL 19, 1881. 20. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL �� T�S GOVERNMENT SUBDIVISION GUARANTEE FURNISHED BY CHICAGO TITLE COMPANY. ORDER AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W", Ln V RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. ,n NO. 53040632 _ T • t w r .. T D ON THE CURB IN 3: A o 2 Lj 1. THE ADDRESS OF EACH LOT SHALL BE PAI N E APPROVE BY THE INSPECTOR. - _ MANNER AND LOCATION GENERAL NOTES N °� 22. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD N 100'58'53' E 163.84' N THE CITY OF ENCINITAS SPECIFICATION FOR THE PUBLIC WORKS CONSTRUCTION LATEST 1. A PERMIT SHALL BE OBTAINED FROM H EDITION . THE SAN DIEGO STANDARD SPECIAL PROVISION SERVICES DEPARTMENT FOR ANY WORK WITHIN SPECI � r S TO THE - -- X ENGINEERING ) THE STREET RIGHT -OF -WAY. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 0 ' 7 w N ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ), AND o w o ACCORDANCE LAKE DRIVE ION SHALL BE IN ACCO WITH CITY THE SAN DIEGO WORK TO BE DONE REGIONAL STANDARD DRAWINGS LATEST EDITION _ o _ _... " - STRUCTURAL SECT OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TEST SHALL ( IMPROVEMENTS CONSIST OF THE FOLLOWING 2. THE - WORK TO BE DONE ACCORDING TO REGIONAL - , S CONSTRUCTION PRIOR TO CONS HALL BE REQUIRED _ _ � . _ - .,.� LANS, TH EDITION OF THE STANDARD SPECIFICATION PUBLIC WORKS STR CT O THESE P E CURRENT SAN DIEGO COUNTY EX. FIRE C f I TS. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 3. APPRO 0 - EXISTING DR[VEVDRIVEWAYS - U I , AND SPEC AL PROVISIONS FOR IMPROVEMENT OF PUBLIC STREETS N OF ANY CONSTRUCTION OUTSIDE THE TO REMAIN TYP._ 11A 1H4LE # 9 PER CON STITUTE APPROVAL STD DW�S. HYDRANT PROJECT BOUND STOP DC T RAIL , ON' EITHER AS.. BU1L -TS 19f3L18 IMPROVEMENTS SYMB SOILS ENGINEERS CERTIFICATE SIDE OF aRI1�EWAY, , -WAY C01�STRU:CT ...NEW — - - — - - — 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET PROPERTY LINE RIGHT -OF PRIOR TO rr �o �[n G -1 CONNECTED AND TESTED ES�1 SHALL BE CO REGISTERED CIVIL ENGINEER IN THE STATE Qk ," Q -; A 4 DRIVEWAY CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING, OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED � Lo SOILS MECHANICS, . Q� . N'�f _ CENTERLINE Y � HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE c se CONTOURS 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH R MY DIRECTION BETWEEN THE DATES . L006 AND sl. '+ 1,60 a"� ft rjob 70 EXISTING WATER LINE OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, UNDE `'� THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, �` THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF �, cFOr��'�� ; < EXISTING SEWER LINE TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE IMPROVE rq ' EXISTING WATER LINE FACILITIES SHOWN HEREON AND ANY OTHER WHICH I5 NOT OF PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN ?HE RECORD OR NOT SHOWN ON THESE PLANS. SOILS REPORT FOR THIS PROJECT HA INCORPORATED IN THE \ EXISTING GAS LIN �1 ADING PLANS AN PECIF S. IMPROVEMENTS TO BE MET BY WORK . ES FILL SLOPE (2:1 MAX) Q 6. LOCATION & ELEVATION OF app S!p TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR SIGN HETHERINGTON ENGINEERING, INC �4� Y Cp SCALE: 1" = 30' Q TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE �tta3 5205 AVENIDA ENCINAS, SUITE A- ��,� CUT SLOPE (2:1 MAX} m - Y EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND RCE No.: E P DATE: 0 3 r 11 /0 � CARLSBAD, CA 92008 -4369 ?, CONSTRUCTION TO PERMIT NECESSARY BECAUSE OF 760 931 -1917 ,� No. 4193T fip 120 CUT/FILL LINE CUT ARY 3 SCALE IN FEET EXISTING WATER ME ��p� 0 30 FIL FACILITIES SUFFICIENTLY AHEAD OF ( } REVISIONS TO PLANS IF REVISIONS ARE SIGNED: PROJECT No. 5341,1 cc � — � ACTUAL LOCATION OF EXISTING FACILITIES. Q ORIGINAL REPORT DATED: 0_g _ Ob CEG No.: EXP DATE: 3 � � PROPOSED FIRE HYDRANT WF -01 (WAS) �« Z 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC 1N &ERl,V T FOF CAt�F�� COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND ti � 1 �a cFo PROPOSED DECOMPOSED GRANITE TRAIL C:) SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES DECLARATION OF RESPONSIBLE CHARGE Bo w Fr l ©� PROPOSED SEINER LATERAL S NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN THIS PROJECT I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. � E.G. 1153 4 R/W R /W ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE APPURTENANCES HE BUSINESS AND PROFESSIONS 'k �'3 � •� 72' RIGHT -OF - WAY PROPOSED SPLIT RAIL FENCE 0 ELECTRICAL CABLES AND GAS PIPING AND PROJECT AS DEFINED IN SECTION fi703 OF T CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFiCAT(ONS ROAD 42' Z TELEPHONE: 1 -800- 422 -4133 (DIG ALERT.} �> I 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES STARTING WORK NEAR COMPANY FACILITIES 30' A ILITIES AND SHALL NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR P/L 1 EXCEPT WHERE I COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES, PROJECT DESIGN. 34' EX. POWER POLE NOTE TO CONTRACTOR Z OCCURS IN THIS PROJECT BOUNDARY 20' 6 — NOTICE: ALL TELEPHONE SERVICES WITHIN 20' f f :, THE EXISTING WET AND DRY UTILITIES SHOWN ON ,� ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF SAN DIEGUITO ENGINEERING, INC. I THESE PLANS WERE DERIVED FROM PLANS PROVIDED CABLES AND APPURTENANCES CONTACT PACIFIC BELL. 4407 MANCHESTER AVENUE, SUITE 105 A.S. AGUILAR 158 BY THE APPROPRIATE AGENCIES AND ARE SHOWN Lv TELEPHONE: 1- 800- 422 -4133 (DIG ALERT) ENCINITAS, CALIFORNIA 92024 I I g' I 2.0 ON THESE PLANS FOR REFERENCE ONLY. Z PHONE: (760 )753 -5525 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT - 7 I / o7 I ``- �=�: IT IS THE CONTRACTOR'S RESPONSIBILITY PRIOR TO OF THE PROPOSED THE UTILITY AGENCIES, ADVISE THEM DATE - _� r �� THE START OF TRENCHING, EXCAVATION TO LOCATE Z 2� 2� IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED, ` lr,_ SPLIT RAIL FENCE AS SHOWN ON PLAN ALL EXISTING UNDERGROUND WET AND DRY UTILITIES ���� --- - - - - -- ``_ - - - - -- AND TO NOTIFY THE CT ARE UNDERGROUND 2 ENGINEER OF WORK OF ANY W 10. ALL TELEVISIONS SERVICES WITHIN THIS PROJE, - - - _ ` - = ` - - - - - - - - - _ _ _ - - x8 REDWOOD HEADER _ _ POTENTIAL CONFLICT WITH THE PROPOSED WORK. INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES ' �= _! �- - - - DG TRAIL SCARIFY TREAD AREAS TO DEPTH OF 5" �-- _ � � POTHOLING SHALL BE PERFORMED TWO WEEKS a CONTACT: TELEPHONE 1 -800- 422 -4133 (DIG ALERT) EXIST. CURB &GUTTER REMOVING ROCKS, CLODS AND ALL UNDESIRABLE PRIOR TO STARTING WORK. � 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN MATERIALS. FINE GRADE AND COMPACT NATIVE SOILS H ON THE AS -BUILT IMPROVEMENT DRAWINGS. ALL SOURCES SHALL TO A 90% RELATIVE COMPACTION AS DETERMINED BY THE ENGINEER OF WORK ACCEPTS NO LIABILITY AS D BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY OR WITHIN LAKE DRIVE A.S.T.M. 1557 -0 2 EVENLY SPREAD 4" (MIN) TO THE ACCURACY OF THOSE PLANS AND OR ITS 0 EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. DECOMPOSED GRANITE. INTERPRETATION AS TO THE EXACT LOCATION AND DEPTH OF THE EXISTING UTILITIES ON THIS PROJECT. W TYPICAL SECTION NOTE: DG OR NATIVE M ATERIAL TO BE STABILIZED — USING GEOTEXTILE REINFORCEMENT OR BINDING NOT -TO -SCALE AGENTS. HESS /o COMMUNITY DEVELOPMENT Z DEPT a w, SAN DIEWTO ENGWEERING, INC nderground Service Alert AS B U I LT Q PARKS AND RECS. �4��� S. ' F r tfy SAN DIE CUITO WATER DISTRICT PUBLIC WORKS DEPARTMENT_ � � � �► 4407 MANCHESTER, SUITE 105 `' Ca TOLL FR z 6115$ r ENCINITAS, CA 92024 BENCHMARK NOTE: PROJECT DATUM IS NGVD 29. ELEVATIONS AS SHOWN D� PHONE: (760} 753 -5525 -$QO � W HEREON ARE GPS DERIVED ORTHOMETRIC HEIGHTS PER RECORD OF s �• - '�� 422 -4133 DATE < 7- 5%07 rs� I SURVEY NO. 18416, AND ARE THEREFORE TO BE USED FOR THIS E �lE• C I V I �' �O� CIVIL ENG ER iG • PLAI�NNG RC EXP: Z FOR NGVD 88 DATUM, ADD 2.15 7 OF C At1 ,��I APPRO D DATE DATE PROJECT ONLY. TO OBTAIN ELEVA to EWED BY DATE APPROVED FT. TO ALL ELEVATIONS SHOWN HEREON. ROVED TE - LAND SURYEY�VG TW VORi>aNG DAYS BEFORE YOU DIG SIGNATURE EXPIRES 2 YEARS AFTER DATE DES IG NED DRA H K APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING ND. z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPT. PLANS PREP ED UNDER THE SUPERVISION OF RECOMMENDED A-- APPR I IMPROVEMENT PLANS FOR: c5 THE BASIS OF ELEVATION IS POINT w Z DATE: BY: BY: 30 PARCEL 1 1039 ENC -39 �_ ' AND 2 OF TPM NO. 05-265 388-1 PER RECORD OF SURVEY 18416 HORIZONTAL fit_ DATE DATE: y R.C.E. NO. t ELEVATION = 321.833 (NGVD29) f,6"�� ' 1435 LAKE DRIVE, ENCINITAS, CA DAL I4VD 56 Mo Abmc - N A A.S. AG I EXP. 06 -30- R.C.E. R.C.E. WORK PROJECT NO. 5125 APN: 260 - 222-16 SHEET OF 2 IMPROVENAENT PLANS LAKE DRIVE 17: F VERTICAL APPROVED DATE FILE NO. 5125 Ui \ldata\ engineering \5125 \dwg \5125IMP.dwg 7/2/2007 10:07:55 AM PDT WATER NOTES SEWER NOTES SAN DIEGUITO WATER DISTRICT GENERAL WATER SYSTEM NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 17. NEW SEWER MAINS LESS THAN 36 INCHES IN DIAMETER SHALL BE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION) INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. THE DATE OF ACCEPTANCE. THE SAN DIEGO REGIONAL STANDARDS COMMITTEE) AND THE SAN CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEC. DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE 306-1.4.8). 2 UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE FOLLOWING SPECIAL PROVISIONS. 18. CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE TRENCH WIDTH SHALL BE PER SDRSD N0. S -4 UNLESS OTHERWISE CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS DEVELOPER. SHOWN. PIPE AND BEDDING CONDITIONS: PRIOR TO ANY CONSTRUCTION. 1 -800- 422 -4133. 3 WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 19. AT ALL MANHOLES THE MINIMUM FALL ACROSS MANHOLE SHALL BE PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED 0.1 FT , AT ANGLES LARGER THAN 45' ALLOW 0.2 FT GRADE OF STREET. ROCK BENEATH THE PIPE. FALL. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER TO (12) INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, BOX FOR EACH RESIDENTIAL LOT. GRAVEL, CRUSHED AGGREGATE, OR NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA BETTER. DIVISION OF SAFETY FOR ALL TRENCH WORK. 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL PIPE TO (12) INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4" BE CONSTRUCTED. CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF 2. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS - OF - WAY. SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER THE PRESENCE OF THE INSPECTOR. AIR PRESURE TEST LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHT -OF -WAYS CITY OF SHALL BE USED UNLESS OTHERWISE DIRECTED BY ENCINITAS RIGHT -OF -WAYS, OR PRIVATE EASEMENTS. AND THE RESULTS INSPECTOR. APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE 3. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. SDRSD NO. S - 17. POURED IN PLACE MANHOLE BASES SHALL BE A 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 INCH AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 4. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF S -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO PROJECT. A MANHOLE. 13. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION. 5. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. Ln C� 14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT S -10 TYPE "A ". CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, 6. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH L0 OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, MINIMUM COVER. I PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE 7. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS LO CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET PRIOR TO ACCEPTANCE OF THE WORK. OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN 8• ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY � WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. THE DISTRICT ENGINEER IN WRITING PRIOR TO THE ACCEPTANCE FOR 16, WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN PUBLIC USE. APPROVED BACK FLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION 9. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. INSTALLATION. BACK FLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS Q MAINTENANCE AND ANNUAL TESTING OF BACK FLOW DEVICE ARE DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE Z RESPONSIBILITY OF OWNER. FOR INSPECTION OF PROJECT. PHONE NO. (760) 633 -2770. w Z 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 11. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK CL_ 18. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF WATER SERVICES. THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD 0 ETC.) THAT ARE EFFECTED BY THE(R PROJECT. FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER z TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS ABUSE OR NEGLECT. WATER POPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 12. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE 0 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH REQUIRED PRIOR TO CONNECTION TO SYSTEM. Z HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED w ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY ENGINEERING Li PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY L i AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN RIGHTS -OF -WAY. Li END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 Z FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS 14• CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION 0 PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER Z FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR EASMENTS. Lj AND CONTINUE THIS COMBINATION THROUGHOUT THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 15. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO Q FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE DISTRICT'S MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS �- REPRESENTATIVE. AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 0 W 0 � �ES S. SAN DIEGUITO ENGINEERING, INC nder round Service Alert �� A Z � Q Z3 C= z . 61 4407 MANCHESTER, SUITE 105 Call: TOLL FREE _ 0j a, ENCINITAS, CA 92024 BENCHMARK NOTE: PROJECT DATUM IS NGVD 29. ELEVATIONS AS SHOWN 6 �_� PHONE: (760) 753 -5525 -800 BY: HEREON ARE GPS DERIVED ORTHOMETRIC HEIGHTS PER RECORD OF � �� DATE SURVEY NO. 18416, AND ARE THEREFORE TO BE USED FOR THIS "�1�. C!Y It p4� � 422 -4133 Q PROJECT ONLY. TO OBTAIN ELEVATIONS FOR NGVD 88 DATUM, ADD 2.15 QF CA1-� 3 �1 CIVIL ENGINEERING * PLANNING RC EXP: z FT. TO ALL ELEVATIONS SHOWN HEREON. �• LAND SURVEYING T VO WORKING DAYS BEFORE YOU DIG c!7 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPT. AS " W" C APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. z THE BASIS OF ELEVATION IS POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV IMPROVEMENT PLANS FOR: z 1039 ENC -39 DATE: BY: BY: w PER RECORD OF SURVEY 18416 HORIZONTAL N/A PARCEL 1 AND 2 OF T NO. 388-1 ELEVATION = 321.833 (NGVD29)� '7��/� R.C.E. NO. : fi1158 DATE 1211107 DATE 1435 LAKE DRIVE ENCINITAS CA r >14rVDg6 j 5sE NDM AcSDVg A N A.S. UI VERTICAL / APPROVED DATE A EXP. 06 -30 -09 R.C.E. R.G.E. WORK PROJECT NO. 5125 APN: 260-222-16 SHEET 2 OF 2 U: \ldata\ engineering \5125 \dwg \5125IMP,dwg 7/2/2007 1020;01 AM PDT FILE NO. 5125