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2004-350 CS (Plans)WORK TO BE DONE IMPROVEMENTS CONSIST OF THE FOLLOWING: 1. THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATION AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS INCLUDING THE SAN DIEGO REGIONAL STANDARD DRAWING (SDRSD). ITEM STD DWG LEGEND QUANTITY 8 SEWER C -900 (CL -200) S- 4(SDRSD) 976 LF BEDDING (TYPE C) SEWER MANHOLE (STANDARD) S -17 (SDRSD) n 3 EA N/A LIMIT OF GRADING PROPOSED FINISH GROUND EXISTING GROUND NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. CONTRACTOR TO VERIFY QUANTITIES PRIOR TO CONSTRUCTION. IMPROVEMENT PLANS FOR OFFSITE SEWER AT ENCINITAS COUNTRY DAY SCHi z d' Ri W cn H I x d' I I REFERENCES IMP PLAN FOR 10" & 8" PVC SEWER OUTFALL TM 3960 -1, SHT 16 IMPORTANT NOTICE SECTION 4216 /4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I.D NUMBER CALL UNDERGROUND SERVICE ALERT AT: TOLL FREE 1- 800 - 422 -4133 TWO WORKING DAYS BEFORE YOU DIG H a °z KEY MAP SCALE: 1" = 100' MANCHESTER AVENUE r W H KEY MAP LEGEND PROPERTY BOUNDARY LIMITS OF SHEET — — -� EASEMENT — — OFFSITE SEWER SHEETS X L3 APN. 262- 073 -25 A PORTION OF THE N'LY. 668 FEET OF THE S. 3/4 OF THE NW 1/4 OF SEC. 25, T.13S., R.4W. STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC 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 OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY: RIO-- Id l� DATE: 6- 04-04 bk& ���o RONALD L. HOLLOWAY land pbmft Cid gyp. uEvartp RCE. NO.: 29271 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008 -4387 (760) 931 -8700 REVISIONS I APPROVED I DATE RONALD L: HOLLOWAY NO. 29271 OF DATE BENCHMARK SCALE DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT HORI'LONAL N/A LOCATION: STA. 48+61 C.L E.C. EL CAMINO REAL RECORDED FROM: S.D. CO. VERT. CONTROL, PG. 182 VERTICAL N/A ELEVATION: 129.61 DATUM: M.S.L. OL / w SITE LOCATION LAGOON SAN E��O VICINITY MAP NOT TO SCALE IMPROVEMENT PLANS FOR OFFSITE SEWER AT ENCINITAS COUNTRY DAY SCHi z d' Ri W cn H I x d' I I REFERENCES IMP PLAN FOR 10" & 8" PVC SEWER OUTFALL TM 3960 -1, SHT 16 IMPORTANT NOTICE SECTION 4216 /4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I.D NUMBER CALL UNDERGROUND SERVICE ALERT AT: TOLL FREE 1- 800 - 422 -4133 TWO WORKING DAYS BEFORE YOU DIG H a °z KEY MAP SCALE: 1" = 100' MANCHESTER AVENUE r W H KEY MAP LEGEND PROPERTY BOUNDARY LIMITS OF SHEET — — -� EASEMENT — — OFFSITE SEWER SHEETS X L3 APN. 262- 073 -25 A PORTION OF THE N'LY. 668 FEET OF THE S. 3/4 OF THE NW 1/4 OF SEC. 25, T.13S., R.4W. STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC 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 OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY: RIO-- Id l� DATE: 6- 04-04 bk& ���o RONALD L. HOLLOWAY land pbmft Cid gyp. uEvartp RCE. NO.: 29271 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008 -4387 (760) 931 -8700 REVISIONS I APPROVED I DATE RONALD L: HOLLOWAY NO. 29271 OF DATE BENCHMARK SCALE DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT HORI'LONAL N/A LOCATION: STA. 48+61 C.L E.C. EL CAMINO REAL RECORDED FROM: S.D. CO. VERT. CONTROL, PG. 182 VERTICAL N/A ELEVATION: 129.61 DATUM: M.S.L. OL I APN. 262- 073 -03 I A PORTION OF THE N'LY. 668 FEET OF THE S. I 3/4 OF THE NW 1/4 OF SEC. 25, T.13S., R.4W. I I /x I L — — — L 15' SEWER EASEMENT PER DOC. NO. 2002- 0835197 REC. SEPTEMBER 27, 2002 W W F 0� CARDIFF SANITATION DISTRICT I SAN DEIGUITO WATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL I APPROVED OWNER / PERMITTEE STATEMENT IT IS AGREED THAT FIELD CONDITONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE P S WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING PUBLIC RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO THE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. BY: AV)? / TR C� C� DATE: KATHY PORTERFIE M & M DEVELOPMENT. LLC, A CALIFORNIA LIMITED LIABILITY COMPANY 233 WILSHIRE BLVD., SUITE 250 SANTA MONICA, CA 90401 (760) 942 -1111 NOTES WORK MAY BE CONDUCTED AT OR NEAR THE SITE BY OTHER CONTRACTORS DURING THE PERFORMANCE OF THIS WORK, COOPERATE AND COORDINATE WITH OTHER CONTRACTORS WITHIN AND ADJACENT TO THE LIMITS OF THE WORK WHICH MAY IMPACT THE CONSTRUCTION UNDERWAY BY CONTRACTOR AND /OR ADJACENT FOLLOW -UP FORCES. PARTICIPATE IN C ORDINATION MEETINGS AS DIRECTED BY THE ENGINEER. THE FOLLOWING CONSTRUCTION PROJECTS WHICH ARE SEPARATE FROM THIS CONTRACT, MAY BE ONGOING PRIOR TO OR DURING THE PERIOD OF CONSTRUCTION FOR THIS CONTRACT: A. WETLAND CREATION FOR THE REMAINDER SITE SPECIFICATION 551 MAY 2004 SAN DIEGO WATER AUTHORITY. B. PROPOSED DECOMMISSIONING OF FOUR WATER TABLE MONITORING WELLS WITHIN/NEAR THE AREA. CONSTRUCTION SHALL BE PHASED TO AVOID ACTIVITIES DURING THE GNATCATCHER BREEDING SEASON (15 FEBRUARY THROUGH 15 AUGUST) THAT EXCEED NOISE LEVELS OF 60 dBA AT IDENTIFIED LOCALITIES OF GNATCATCHERS. IF HABITAT REMOVAL IS UNAVOIDABLE DURING THE BREEDING SEASON, IT SHOULD ONLY BE PERMITTED IF THE LIMITS OF GRADING OR HABITAT REMOVAL ARE GREATER THAN 200 FEET FROM NESTING GNATCATCHERS, OR IF AN ON -SITE BIOLOGICAL MONITOR DOCUMENTS THAT THIS ACTIVITY WOULD CAUSE "NO HARM" TO THIS SPECIES AND IS SUBMITTED TO AND APPROVED BY USFWS. i 01 RONALD L- HOLw 1)An� RCE 29271 E1CF.3.31e01 n pU d U 3� 1228 -52 J_ Q!�I. — 8li %yl ILLj APPROVED BY: DATE JOB NUMBER BY: (SIGNATURE EXPIRES 2 YEARS AFTER DATE) DATE Q DESIGNED BY DD /CEG CHEC D HY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. J PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO IMPROVEMENT PLAN FOR: MUP 98 -039 ig Z�l DATE: 3-of-o4 BY: �/VV BY: OFFSITE SEWER v RONALD L. HOLLOWAY R.C.E. N0. 29271 DATE: "`tea -6�o4- DATE: -9/ ENCINITAS COUNTRY DAY SCHOOL CS- 350 - EXP. 3 -31 -07 9 WORK PROJECT N0. M.U.P. 98 -039 SHEET 1 OF 3 WO 505 - 0704 -600 DATE: 08 -04 -2004 18. The address of each lot shall be painted on the curb in a manner and location approved by the inspector. 19. All work shall be done in accordance with the Standard Specifications for Public Works Construction (latest edition), the San Diego Standard Special Provisions to the Standard Specifications for Public Works Construction (adopted by the San Diego Regional Standards Committee), and the San Diego Regional Standard Drawings (latest edition).? (Private Road Certification) DONALD L. HOLLOWAY I CE 29271 EXP. 3- 3t -01 bhA,�nc. . T79F.,% 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008 -4387 (760) 931 -8700 (rRON ALD L OAAY29271 OP WO 505 - 0704 -600 DATE: 08 -04 -2004 i Oi 00 O N Of a QU mQ J a U g� Z W Z J CARDIFF SANITATION DISTRICT CONSTRUCTION NOTE GENERAL IMPROVEMENT NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC THE ENTIRE DISTURBED AREA SHALL PROMPTLY BE REVEGETATED AND RESTORED TO A 1. A permit shall be obtained from the Encinitas Engineering Services Department WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS CONDITION AT LEAST AS GOOD AS THE NATURAL CONDITION THAT EXISTED WHEN THE AREA for any work within the street right -of -way. TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN WAS DISTURBED. DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS 2. The structural section shall be in accordance with City of Encinitas Public Road (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: Standards. R value tests shall be required prior to construction. SAN DIEGUITO WATER DISTRICT NOTES 1. TRENCH WIDTH SHALL BE PER SDRSD N0. S -4 UNLESS OTHERWISE NOTED. 2. The structural section shall be in accordance with City of Encinitas Standards. y R value tests shall be required prior to construction. 2. PIPE AND BEDDING CONDPfI0N5: 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A 3. Approval of these improvement plans as shown does not constitute approval of (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR any construction outside the project boundary. PIPE. NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 4. All underground utilities within the street right -of -way shall be constructed, (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 2• ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN .I.E., LINE PARALLELING, connected and tested prior to construction of berm, curb, cross gutter and 12 INCHES OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED paving. MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, UTILITY CROSSINGS WITHIN TEN FEET OF PROPOSED WATER MAINS SHALL BE SHOWN NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS 5. The existence and location of existing underground facilities shown on these OF 30 OR BETTER. GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. plans were obtained by a search of the available records. To the best of our 3. UTILITIES TO MAINTAIN MINIMUM 10 -FOOT SEPARATION WHEN PARALLELING WATER MAINS. knowledge, there are no other existing facilities except as shown on these plans. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES However, the contractor is required to take precautionary measures to protect MINIMUM ABOVE THE PIPE SHALL BE 3/4 INCH CRUSHED ROCK. A.B.S. SOLID WALL any existing facility shown hereon and any other which is not of record or not PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. shown on these plans. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE 6. Location and elevation of improvements to be met by work to be done shall be LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. confirmed by field measurements prior to construction of new work. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. Contractor will make exploratory excavations and locate existing underground facilities sufficiently ahead of construction to permit revisions 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. 5 -17. POURED to plans if revisions are necessary because of actual location of existing IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME facilities. OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 7. The contractor shall notify San Diego Gas and Electric Company prior to starting work near company facilities and shall coordinate his /her work with 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S 5 -13 AND 5 -14. company representatives. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. NOTICE: All electrical and gas services within this project are 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. 5 -10, TYPE A. "Underground Installations ". For location of electrical cables and gas piping and appurtenances contact the San Diego Gas & 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. Electric Company. Telephone: (800) 422 -4133 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK. 8. The contractor shall notify Pacific Bell prior to starting work near company 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT facilities and shall coordinate his /her work with company representatives. ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. NOTICE: All telephone services within this project boundary are 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. "Underground Installations ". For location of cables and appurtenances contact Pacific Bell. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION 48 Telephone: (800) 422 -4139 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 9. It shall be the responsibility of the developer to contact the utility agencies, PHONE N0. 633 -2770. advise them of the proposed improvements, and bear the cost of relocations, if needed. Notify S.D.W.D. ((760) 633 -2709 and Dig Alert (800) 422 -4133 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES 10. All television services within this project are "Underground Installations ". For DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. location of cables and appurtenances contact (800) 422 -4133. 13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL 11. Power sources and runs serving street lights shall be shown on the "As Built" REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK improvement drawings. All sources shall be located within the dedicated right - WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN of -way, or within easements dedicated to the City of Encinitas. WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY 12. No paving shall be done until existing power poles are relocated outside the WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. areas be P awed. 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE 13. Private road improvements shown hereon are for information only. City BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, officials signature hereon does not constitute approval or responsibility of any AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR kind for the design or construction of these private improvements. (If EASEMENTS. applicable). 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. 14. All luminaries shall provide true 90 cutoff, and allow no escape of light above the horizontal. 16. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 15. The contractor shall request from the Engineering Services Department a pre - 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY construction meeting and shall provide at least 48 hours of notice for such a PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO meeting. Phone number 633 -2770. DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 16. The developer shall be responsible that any monument or bench mark which is 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO disturbed or destroyed shall be re- established and replaced by a registered CONNECTION TO SYSTEM. Civil Engineer or a licensed Land Surveyor. 17. The developer shall mark the location of each sewer lateral and water service by chiseling the letters "S" and "W ", respectively, 2 inches high into the face of the curb. 18. The address of each lot shall be painted on the curb in a manner and location approved by the inspector. 19. All work shall be done in accordance with the Standard Specifications for Public Works Construction (latest edition), the San Diego Standard Special Provisions to the Standard Specifications for Public Works Construction (adopted by the San Diego Regional Standards Committee), and the San Diego Regional Standard Drawings (latest edition).? (Private Road Certification) DONALD L. HOLLOWAY I CE 29271 EXP. 3- 3t -01 bhA,�nc. . T79F.,% 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008 -4387 (760) 931 -8700 (rRON ALD L OAAY29271 OP WO 505 - 0704 -600 DATE: 08 -04 -2004 i Oi 00 O N Of a QU mQ J a U g� Z W Z J 11 1 IL L ig SCALE: 1" = 40' ER Ki31iZ% CQ SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N00'38'06 "E DATE 670.00' 8" C -900 (CL200) 2 N48022'21 "E DEAWN 290.00' 8" C -900 (CL200) 3 N00'38'O6 "E 10.00' 18" C -900 (CL200) 4 ym I 10.00' -&!! C -900 (CL200) 5 "E 10.00' 8" C -900 (CL200) `N 85 °37'28uE ,g11-A28'3YkW AP 263- 073 -24 N. 1/2 OF THE NW. 1/4 OF THE OF THE N. 1/4 OF SEC. 25, T.13S. ,R.4.W. NOTE: CONTRACTOR TO POTHOLE TO VERIFY DEPTH OF EXISTING WATERLINE. AN ENCROACHMENT PERMIT IS REQUIRED FOR SEWER ENCROACHMENT INTO THE WATER EASEMENT. / -ldou' 10•(h-MP RONALD L. HOLLO A"Y VAlE RCE 21I' f MCP.3- S1 -0-7 ,IAr8�a.0'M RONALfi L. bhAinu. ROLLOWAY N0. 29271. bid pkm*lg, CH wgkwlIro KJV �y:1Q P. 3 -31 -07 5115 AVENIDA ENCINAS CIVIL SUITE "L" of VW CARLSBAD, CA. 92008 -4387 (760) 931 -8700 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNRSTGBY DEAWN CHECK BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. A0 ym I o• .d DESCRIPTION: TOP OF A 3/4" I.P. LOCATION. 30' +/— E. OF CL MANCHESTER AVE., HORIZONAL 1 = 40' VERTICAL 1" = 4' PLANS PREPARED UNDER THE SUPERVISION OF DATE: 19-04-o+ I R.C.E. NO. 29271 RONALD L. HO OWfAY EXP. 3 -31 -07 RECOMMENDED APPR D BY: / BY: �',/ DATE; / 61 / 4 DATE: 9�i /�� IMPROVEMENT PLAN FOR: OFFSITE SEWER ENCINITAS COUNTRY DAY SCHOOL WORK PROJECT NO. MUP 98 -039 MUP 98 ®039 CS-350-I: 700' + /— S. OF INT. MANCHESTER AVE. & EL CAMINO REAL ELEVATION: 45.12' DATUM: NAVD 88 SHEET 3 OF 3 ;