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2004-6442 I (Plans) IMPROVEMENT PLANS FOR MANCHESTER AVENUE AT ENCINITAS COUNTR DA Y SCHOOL r --� — — — T — — — — — –` — REFERENCES 3 DWG. NO. 6442 -G �- MANCHESTER A UE --� z, i E DWG. 950 DWG. NO. ISM- IR - I FILE NO. PCI"l rift .r. ,. . ,, ... ,. - _ _ _ _ _ . _ - . __ . ; 'ice - _ __ ,: �• - - - •t FH SHEET INDEX IMPORTANT NOTICE I T _ . - - - -_ — — /------- - - - - -` I sHEaI 1 E tEY YAP s WORK TO BE DON SECTION 421 0/4217 OF TSB CODE „r .�+ ,'.; , ! � , ; I S & SEC BE ISSUED BEFORE TONS REQUIRES A RE A PERMIT r EXCAVATE SHEET a ROTE IIII.L I i � ;` y,;.j � : % , � - — � j � � ,'� , j ` � + r/ 1 / SHEET S D 4 PLAID ! PROFILES BE VALID. FOR YOUR DIGALERT I.D NUMBER I + CALL UNDERGROUND SERVICE AIET AT: + '� 'i I SHEET 5 STRIPIN PLAN t / TOLL FREE 1- 800 -422 -4133 4 TWO WORKING DAYS BEFORE YOU DIG * _rte` .r /� • N. WORK TO BE DONE KEY MAP _ IMPROVEMENTS CONSIST OF THE FOLLOWING: NOTE SCALE: 1" = 50' - 1. THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATION AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION THE ISSUANCE OF A GRADING PERMTI CONSTITUTES AUTHORIZATION TO DO ONLY THAT WORK STREETS AND STANDARD REFERENCE DRAWINGS INCLUDING THE SAN DIEGO WHICH IS DESCRIBED OR ILLUSTRATED ON THE GRADING PLANS AND SPECIFICATIONS APPROVED REGIONAL STANDARD DRAWING (SDRSD). BY THE CITY ENGINEER. IT DOES NOT CONSTITUTE AUTHORIZATION TO PERFORM WORK FOR ONSTTE OR OFFSITE SEWER IMPROVEMENT PLANS. IT DOES NOT AUTHORIZE THE OWNER/PERMffTEE 2.OLIVENHAM MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS AND TO OBTAIN BUILDING M ° T�� cDP�° 9 �° ENCINITAS. rIT SEWER PE RMIT V N OT CONS TITUTE KEY MAP LEGEND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES (OMWD). MEET CITY STANDARDS AND REQ HAVE NOT BEEN SUBMITTED TO THE CITY ITEM STD DWG LEGEND QUANTITY PROPERTY BOUNDARY LDEM OF SHEET — — — 4" AC /6" CL2 AN PAVEMENT 10,600 SF / a" AC-OVERLAY •, SF IMPROVEMENT SHEETS /, CURB h GUTTER, TYPE G G (SUM) 905 OWNERJ PER E STATEMENT AC SIDEWALK am SF IT 15 AGREED THAT FiEI.D CONDlTONS MAY REQUIRE CHANGES TO THESE PLAN'S. DIRECTION OF ------- PEDESRIAN RAMP G- 27(5D'RSDj TYPE A 4 Dt IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL FLOW ARROWS STREET SURVEY MONUMENT M -10 (sDRS 1 iA ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE BAWCUT AC LF DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. STREET STRIPIN 1400 IY I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN ABBREVIATIONS 6" AC BERM TYPE A G- l�SDRSDj 116 LF EXISTING PUBLIC RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT is" HC'P STORM DRAIN (1350 -D) D-60 (SD) - I" LF AND TO THE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, BEDDING ]IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. DW DRAINAGE WATER IT LEFT CLEANOUT (TYPE A -4) D- 9(SDRSD) n i L. AB AGGREGATE CONCRETE BASE MH MANHOLE y r� AC ASPHALT CONCRETE MVC MIDDLE VERTICAL CURVE CURB INLET (TYPE B) D-2 (SDRSD) " 1 EL BT: DATE: BC BEGIN CURVE NTS NOT TO SCALE KATHY PORTERFIELD BVC BEGIN VERTICAL CURVE P PAVEMENT CORRUGATED STEEL PIPE D- 16(sDRSD) i Et. MtM LLC t CALIFORNIA LIMITED LIABILITY COMPANY H1/ BOTTOM OF WALL PCC POINT OF COMPOUND CURVE INLET ( A) C&G CURB AND GUTTER PCR POINT OF CURB RETU a3S WILSHIRE BLVD SUITE 2b0 CO CL CLEANOV� I' P OINT OF PIPE 1 1/ 8" WATER SERVICE LgSEIiBLY D- i.s,C -a.i (OM) —�� 1 L. SANTA MONICA CA. 60401 E ELECTRIC RT RIGHT PV s"� P VC CL SW WATER MAIN ! -S. i (Oww 125 LF. (760) 942 -1111 EB EASTBOUND RI/ RIGHT OF WAY E E C R END CURVE RETM SD S' O RM DRAIN r G�ITE VALVE, CL goo D-E.s (OMWD) ® a tA. EP EDGE OF PAVEMENT SDRSD SAN DIEGO REGIONAL STANDARD DRAWING a" MANUAL AIR RELEASE ASSEMBLY A -2.3 (OMWD) ---o-- a EA. SVC END VERTICAL CURVE SII SIDEWALK FC FACE OF CURB T TELEPHONE a" BLOW -OFF ASSEMBLY A -1.1 (OMWD) ---�- a EA. FL FLOWLINE TB TOP OF BERM FS FINISHED SURFACE TC TOP OF CURB FIRE HYDRANT ASSEMBLY C - 1.2 (OMWD) i EA. STATEMENT OF ENGINEER OF WORK G GAS TF TOP OF FOOTING NCH RESURFACING CITY OF HGL HYDRAULIC GRADE LM TG TOP OF GRATE ENCINITAS 70 LF. HP HIGH POINT TV TOP OF WALL STD DWG. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEE SHALL COMPLY WITH THE GENERALLY It INVERT ELEVATION W WATER END ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE CAP ASSEMBLY D -S.4 (OMWD) - a Et. WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW/ PERFORMED BY THE CI'T'Y OF ENCINITAS IN ITS CAPACITY AS A PUBLIC CONTRACTOR TO VERIFY QUANTITIES PRIOR TO CONSTRUCTION. ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY Z� OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM t^ J z THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE �► w v� J�� AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. p LOCATION BY: RCE. NO.: 20271 RON L. SOLLOWAY DATE �? c LAGOON bk & inc. SAN DIEGUITO WATER DISTRICT PARKS & RECREATION ENCINITAS FIRE PROTECTION DIST. OLIVENHAIN MUNICIPAL WATER DISTRICT CITY TRAFFIC ENGINEER POTABLE WATER SYSTEM APPROVAL knd C � M19 i (OMWD K.O. # 567250 ) 5115 AVENIDA ENCINAS Q. a -al-e► Approved by BOYLE ENGINEERING CORPORATION „ „ am rict's Consulting Engineer �r�� C ARLLSBAD, CA. 92008 -4387 a (,,J; _ cam— 8 /zy /o 11 BY: B �� SD -001- 554 -00 BY: VICINI I 1 MAP (760) 931 -8700 APPROVED BY: DATE ROVED BY: D TE R.C.E. DATE Job Number NOT TO SCALE DA Note: Signature zpirea 2 Yearn After Date DATE .� Rz'vISIO APPROVED DOTS REFiCES DATE BENCHMARK SCALE PLANNING &BUILDING DEPT. DESIGNED B Y DRAWN BY CHECKED B Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRA WING N0. GL I DP CEG RLH DESCRIPTION TOP Or HSA38 DISK III WEM APPROVED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO IMPROVEMENT PLAN FOR: MUP 98 -039 .� 2 -Ma IOCATWN-. ar U441 C.L s.C. EL N/A DATE: e • 6 • o �: �: MANCHESTER AVENUE W 04 5442 --I � DL(.•ORDED $.D. Co. TIM. CoMPEwL, PG.1 N A BY: -- RONALD L Otso R.C.E. NO. N271 DATE: 9/ a � o 4 DATE: ENCINITAS COUNTRY DAY SCHOOL t�veTlox: 129-61 nu►TVM: i�.s i. DATE WORK PROJECT NO. K.U.P. 98-039 SHEET 1 OF 5 E XP. - 1- K: \Land Projects 3 \505- 0704 - 600\ DWG\ IMP \OFFSITE - MANCHESTER \IP- O1,DWG 6/18/2004 10:48:12 AM PDT 505- 0704 -600 DATE. • 08 -02 -2004 GENERAL POTABLE WATER SYSTEM NOTES IMPROVEMENT NOTES LEGEND SYMBOLS 1. POTABLE HATER WOM SHALE BE CONSTRUCTED IN ACCORDANCE WIT$ THE MARS I. A P R Mrt' SHALL BE OBTAINED FROM HE TREE TAG na�Gn c SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN SEWER MAIN THE HATER DISTRICT ( DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR CONSTRUCTION. PRECAST SEWER THOLE - - - -� H - - SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT C ONSTITUTE SE1/ER LATERAL APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 2. THE SUBMISSION AND REVIEW OF ALL S (SHOP DRAWINGS, 911 SETS) AS SEWER _ co REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CLEANOUT - - -� - - - THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. CONCRETE ENCASEMENT OF PIPELINE - - 3 UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL SUBJECT 5. THE AND LOCATION OF EXISTING UNDERGROUND FAFACILITIES SHOWN ON H. NOTE: SIZE FOR ALL I►ACELNM SHOWN ON DRAWINGS. TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE IN ADVANCE OF ANY SHUTDOWN. BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE 4. CONTRACTOR SHALL CORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACIIITY SHOWN HEREON HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWN. NO SHUTDOWN WILL BE AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. SCHEDULED ON A MONDAY OR FRIDAY. S. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE YET BY WORK TO BE DONE 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. LOCATION OF EXISTING FACILITIES. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR 7. THE CONTRACTOR SHAH. NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE WORK WITH COMPANY REPRESENTATIVES. UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800- 227 -2600) "UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.B., LINE DIEGO GAS AND ELECTRIC COMPANY. TELEPHONE 800 422 -4133. CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 8. THE CONTRACTOR SHALL NOTIFY PACIFIC HELL PRIOR TO STARING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY 9. THE CONTRACTOR SHALL. FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS REPRESENTATIVES. THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, "UNDERGROUND INSTALLATIONS% FOR LOCATION OF CABLES AND TOP OF PIPE PROFILE IS 48 -INCHES BELOW CENTERLINE OF FINISH GRADE OF APPURTENANCES CONTACT PACIFIC BELT.. TELEPHONE: 800- 422 -4133 BEET 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER To CONTACT THE UTILITY 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL. BE MADE BY USE OF JOINT AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF COUPLINGS WITH r MAXIMUM DEFLECTION PER COUPLING (2" PER JOINT). NO RELOCATIONS, IF NEEDED. BENDING (CURVING) OF PIPE SHAH. BE PERMITTED. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND 1100- 422 -4133. BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN URU "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. TO THE CITY OF ENCINITAS. EXIST. R/W EXIST. rt R/W 13. INSTALL A MINIMUM 1--MCH WATER SERVICE TO EACH LOT. METER TO BE 12. TNO P A A R F � TO BE LL SHAM DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE R 35 0 R W 35 o N C4 LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHAH. BE / c4 CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN A NEW CURB AT ALL WATER ' n 2V n fS. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY I GRIND AND OVERLAY AS to SERVICE CROSSINGS. • m NECESSARY TO PROVIDE A 1 00 ao OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR GRIND AND OVERLAY AS I SMOOTH TRANSITON I g o w 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE I NECESSARY TO PROVIDE A 1 I o I w PRIVATE IMPROVEMENTS. IF APPLICABLE. I I SMOOTH TRANSITION � I z W THE DISTRICTS PRIOR WRITTEN CONSENT. a 11' VARIES 2245' TO 28.02' VARIES w �+ 11' 25' -' 10' w i5. ALL WATER SERVICES FOR MULTIPLE RESIDENTIAL COMPLEXES, 14. ALL LUMINARIES SHAH. PROVIDE TRUE 90" CUTOFF, AND ALLOW NO ESCAPE OF VARI COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW LIGHT ABOVE THE HORIZONTAL. 10' AWCUT LINE 5.5 VARIES - 10 . VARIES PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER METER. 15. THE CONTRACTOR SHALL REQUEST FROM THE DEPARTMENT VARIES VARIES z +2.47% '?:1 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE 1 ' 24 % L J TO F 4 X 2% DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. FOR SUCH A MEETING. PHONE NUMBER 633 -2770. 2" A.C. OVERLAY A/,W.1, 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON 2" A.C. OVERLAY EXISTING PAVEMENT THE PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY YONUIiENT OR BENCH MARK TIN PAVEMENT n CL2 -AB T.I. -8.0 iN. 4" AC ON 6 2" AC OVER ,�O WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY MIN. 4" AC " AC OVER EXISTING �/" EXISTING 12" WATERLINE! 4" CL2 AB EXISTING 12" 4 CL2 AB ON 6 CL2 -AB 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING A REGISTERED CIVIL ENGINEER OR A LICENSED IJ1ND SURVEYOR. WATERLINE " SAWCUT LINE T.I. =8.0 6" CONCRETE THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS 6 CONCRETE ABANDONED 12" WATERLINE do 1 ?. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER A ANDONED STREET UNDERCUT CURB GUTTER SPECIFIED BY THE FIRE DISTRICT. 12 WATERLINE 1.5' BELOW TOP OF CURB CURB � GUTTER TYPE G PER SERVICE BY CHISELING THE LETTER S AND 'W", RESPECTIVELY, 2 INCHES HIGH INTO G PER STREET UNDERCUT 19. ALL DESIGN CHANGES TO THE WATER SYSTEM[ SHALL BE APPROVED BY THE THE FACE OF THE CURB. SDRSD G -2 (OVER 1.5' BELOW TOP OF CURB SDRSD G -2 (TYP.) DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF MANCHESTER AVENUE 4" CL2 AS MIN THE CHANGE. 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND TYPICAL sEC11oT N 5 +25.55 TO 7 +28 (� 20. ) MANCHESTER AVENUE LOCATION APPROVED BY THE INSPECTOR. NOT TO SCALE . THE WATER SYSTEM[ SHAH. HB PRESSURE TESTED IN ACCORDANCE WITH THE TYPICAL SECTION - 7 +87.42 TO 11 +69.40 PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL NOT TO SCALE BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES 19. ALL WORE, EXCEPT OMWD WATER FACIIl'TIES, SHALL BE DONE IN ACCORDANCE WITH ( CLOSED) AND APPURTENANCES. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION, THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR 1* 21. PIPELINES AND APPUTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH PUBLIC WORKS CONSTRUCTION ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS o COMMITTEE, AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS LATEST EDITION. o SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR 35' R/W N CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLGIC QUALITY TEST RESULTS r, ti SHAH. CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. W 35' GRIND AND OVERLAY AS / NECESSARY TO PROVIDE A I 8 . 806 EXIST. R 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE SMOOTH TRANSITION OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE ODA" I a z I � w w LOCATION AND ELEVATION OF PIPES AND APPUTENANCES. I 5' -i 10' Cr a N W 11 1 ��. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER /1 VARIES VAR IES..., THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHAH. REPAIR OR 1.62% 2% REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE TO`_ ?. DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE 2" A.C. OVERLAY MIN. 4" AC » AC OVER OR NEGLECT EXCEPTED. EXISTING PAVEMENT 1y " 4" CL2 AB f" ON 6 CL2 -AB 24. FOR ALL APPLICATIONS UTILIZING NON-HEX BOLTS, INCLUDING, BUT NOT LIMITED EXISTING 12" WATERUNE T.1. -8.0 - CONCRETE TO, T -BOLTS ON MECHANICAL JOINT FITTINGS, THE BOLTS AND NUTS SHALL BE SAWCUT LINE CURB do GUTTER COATED WITH A FLUOROPOLYMER CORROSION INHIBITING COATING. THE COATING ABANDONED 12" WATERLINE TYPE G PER SYSTEM SHAIL BE TRIPAC 2000 BLUE COATING SYSTEM, OR DISTRICT APPROVED 0 STREET UNDERCUT SDRSD G - 2 (TYP.) EQUAL. THE PROPOSED COATING SYSTEM SHALL BE APPROVED BY THE DISTRICT lunce w� 1.5 BELOW TOP OF CURB PRIOR TO INSTALLATION IN THE FIELD. THE COATING SYSTEM SHALL BE APPLIED PER b1d �y*ig+ cN Kraft &LV THE MANUFACTURER'S RECOMMENDATIONS. 5115 OVEN I DA EN CIN AS � 11 7-1 i g MANCHESTER AVENUE SUITE "L" TYPICAL SECTION - 11 +69.40 TO 13+50.35 CARLSBAD, CA. 92008 -4387 NOT TO SCALE (760) 931 -8700 �orc► I REVISIONS AOVED DATA REFESErtcES DATE BE GL DP C NCHMARK SCALE DESIGNED B Y DR P/C EG BY CHEC LH B Y PPR APPROV CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 2 �.. D>ScNTIox TOP OF J GUM DEK IN Dna. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO IMPROVEMENT PLAN FOR: MUP 98 -039 Z �� N/A DATE: e _ 6 .04- BY: BY: MANCHESTER AVENUE W R.C.=. x0. 292?i 6 442-1 a � RNCORDED �: a.D. 00. TW. °° �° PGA N/A N HOLLOWA DATE DATE o ENCINITAS INITAS COUNTRY DAY SCHOOL O O L MUMATION: 1".61 DA'TM: �cs.t. E7�, 3 - 31 - 07 WORK PROJECT N0. 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V . ► �► ml lW%WA EVEN M a ■ PIPE - • 11 • 11 11:• • - - - • • - i � i l �� l -� 1•-') f -. 1 1 • ' : 1 ® 1 it +: ® - - • . r :. / • , - - _ . • , A ljVlT,4S C0UjV I C e STRlPljVGPLe4jV I -° 5 0' _._._ - _ 250 8 -� e a Z EXIS77NG 4" IMIT a EDGE LINE EXISTING R1W + o O _ R26 3 5 R26 �� 5 � r' _ _ / ^ EX. EOiP f .J { r / d s i L _I _ W °° MANCHESTER 9 A VENUE 4 5 6 7 8 10j 2 CD --T— 4 FACE OF CURB ( CD FACE OF CURB ,J - r t ! tse. - r - ' :• r 1 Y � •a. _�. s,r - t t - _ r � r - !. -[- s• -tt _t _ - - _. . . t '� ti . 1 " 1 - r .Y to - ♦ _ -r - s - i -� t `' s' T� _� tr ; ' . s . • `r - N • t �' [ R26 ` -tt R26 �- - - 6 R26 `~ T R/W r O t � 1 s_ N W STRIPING NOTES o = Z ~ TRAFFIC STRIPES, PAVEMENT MARKINGS. AND PAVEMENT MARKERS w m o � + PAINTING OF TRAFFIC STRIPES (TRAFFIC LINES) AND PAVEMENT MARKINGS 'K SHALL CONFORM TO SECTION 84 -1. "GENERAL" AND 84 -3 "PAINTED TRAFFIC h o STRIPES AND PAVEMENT MARKINGS". OF THE CALTRANS STANDARD N � SPECIFICATIONS AND THE FOLLOWING: COOL OF THE ALIGNMENT 12 0 ExIS11�VG R/ly N THE AND SUBJECT D TO A PROVAL BY ENGINEER. ALL NEW OF STRIPING AND SANDBLASTING OF REDUNDANT STRIPING SHALL BE DONE BY ' THE CONTRACTOR. CONTRACTOR TO PROVIDE AND INSTALL PAVEMENT 1 + - - MARKERS. 4" �yl•II tE f-- - - - ;= �(I5 LINE I t / SECTION 84 -3.02 "MATERIALS", OF THE STANDARD SPECIFICATIONS IS ED AMENDED TO READ: _.._ _ O R 2 6 EXISTING R/W Z 6 m _ R 2 6 PAINT FOR TRAFFIC STRIPING SHALL BE � fa►!� FRS AND CONFORM TO THE w v--4 ++ LATEST STATE SPECIFICATIONS FOR RAPID DRY WATER BORNE, WHI - N i YELLOW PAINT. w 2 GLASS BEADS SHALL CONFORM TO STATE SPECIFICATIONS NO. 8010-21C-22 w MANCHESTER A V UE (TYPE o 11 co - -� -- -- ---- -- - - �.- 1 ; ? --- '' �— ° `� COPIES OF STATE SPECIFICATIONS FOR TRAFFIC PAINT AND GLASS BEADS MAY ,r MEDIAN 4 _- 1 � / Q 1 BE OBTAINED FROM THE TRANSPORTATION LABORATORY, P.O. BOX 19128, VARIES -� YY U I SACRAMENTO, CALIFORNIA, 95812, TEL (916) 277 -7000. J W H 1 PAVEMENT MARKER SHALL CONFORM TO SECTION 85, "PAVEMENT MARKERS, FACE OF CU R B W Q 1 OF THE STANDARD SPECIFICATIONS, AND THE FOLLOWING PROVISIONS: -� U U. - PAVEMENT MARKERS HEIGHT SHALL BE 0.70 -INCH MINIMUM. "LOW PROFILE" TYPE MARKERS WILL NOT BE ACCEPTABLE. Q - t J r - s '� c r� t _ - r � -sl .♦ •�[ _ t - at r. r c t « �- h FOR SPECIAL PROVISIONS.. REFER TO COUNTY OF SAN DIEGO STRIPING R 2 6 r - - SPECIFICATIONS. R/W SICCING AND STWM CONSTRUCTION NOTES I O PAINT MEDIAN ISLAND PER CALTRANS DETAIL NO. 29, OF THE STANDARD PLANS NO. A20B. 2 PAINT RIGHT EDGE LINE PER CALTRANS STANDARD DETAIL NO. 27B. OF THE STANDARD PLANS NO. A20B. O3 PAINT CHANNEUZING LINE PER CALTRANS DETAIL NO. 38, OF THE STANDARD PLANS NO. A20D. r r + O4 PAINT YELLOW CROSSWALK AND LIMIT LINE PER CALTRANS ' 4 STANDARD PLAN NO. A24E. O PAINT TYPE N (L) ARROW PER CALTRANS STANDARD PLAN N0. A24A. �tass bhA inc. PAINT NO PASSING ZONE - TWO DIRECTIONS PER CALTRANS DDIUM T O STANDARD A20A DETAIL 22. NO. 2292'71 �� FA%i 0 ZKP. 2 -31-07 5115 AVENIDA ENCINAS 20 10 0 20 40 60 �� elm SUITE "L" CARLSBAD, CA. 92008 -4387 SCALE: 1" = 20' O (760) 931 -8700 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DAWN CHE D BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DascR�Tlox Tor or > D>� nr PLANS PREPARED UNDER THE SUPERVISION OF RECOMME APPR STRIPING PLAN FOR: MUP 98 -039 IWA TM: ST 48+61 C.L ��. M 1" _ 0 ' DATE: 9 -Af -G¢ BY: mot: ENCINITAS COUNTRY DAY SCHOOL 644-2-1 > =Q ED FROM- Co. 7ERT. CONMO PG - 18 2 R.C.E. NO. 29271 12:� AVENUE �' ��.�. 1" = 4 L. H �A DATE: 9 � DATE: � � o MANCHESTER HE STE R SMATION: 129.01 DATUM: ).LL E11p, 3 - 31 -07 WORK PROJECT N0. Y.U.P. 98 -039 SHEET 5 OF 5 W.O. - - K. LAN J - 4- W IM I -M N H I - - I IN W - 4- 4