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2004-9055 I (Plans)GENERAL NOTES PLANS FOR THE CONSTRUCTION OF 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING DECLARAT /ON OF RESPONSIBLE CHARGE THE ENCLA VE SER14CES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED ENCINITAS STANDARDS. R VALUE TESTS SHALL BE REQUIRED PR /OR TO STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. APN APN CONSTRUCTION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN _ 262 - 060-26 262 060-03 SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED = J. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY CONSTITUTE APPROVAL OF ANY CONSTRUCT /ON OUTSIDE THE PROJECT PLANCHECK OR RE14EW PERFORMED BY THE CITY OF ENCINITAS IN ITS 4 3 BOUNDARY. CAPACITY AS A PUBLIC EN777Y FOR THE PLANS PREPARED BY THE 5 0 ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE l OVERHEAD UT/L /TIES- 4. ALL UNDERGROUND U77LIT /ES WITHIN THE S7REET RIGHT -OF -WAY SHALL TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND TO BE UNDERGROUND BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR BERM CURB CROSS GUTTER AND PAVING n i 9 f 70 THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE l2 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACIL177ES ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF _ ENCLAVE_ pC UR I ENCINITAS AND ITS OFF /CERS, AGENTS, AND EMPLOYEES FROM PROPERTY APN SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, I 6 RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR ROAD SHEET 6 STA EX /STING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE EMPLOYEES AC17NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY 7 8 CON77ZACTOR IS REQU IRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT AND EMPLOYMENT AND AR /SING OUT OF THE WORK PERFORMED BY THE SHEET 7 - CUL -DE -SAC ANY EXIS77NG FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF ENGINEER. 282-080--20 RECORD OR NOT SHOWN ON THESE PLANS STATE OF CALIFORNIA, DESCRIBED AS- THE EASTERLY 436.00 FEET OF THE SHEET 9 - EROSION CONTROL(7ENNIS CLUB DRIVE). SPECIFlCARONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN WESTERLY 691.08 FEET OF THE SOUTHERLY 300.00 FEET OF THE v, 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE NORTHERLY 720.00 FEET OF THE SOUTHEAST QUARTER OF THE 4" SEWER LATERAL SS-01, S5-03, SS -04 DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO ESS/ - -- -OH - -- CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY P. APN EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY h��� 262 -080-j 0 Z�l AHEAD OF CONSTRUCTION TO PERMIT REVSIONS TO PLANS IF RE14SIONS ARE c� m ' NECESSARY BEAU SE OF ACTUAL LOATION OF EXISTING FACIL /TIES. REC CONSULTANTS INC. � - 49529 D(P 5/30/'6 .. .. N 20. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN WORKING 2442 SECOND AVENUE * * ON 60-13 7 THE CONTRACTOR SHALL N077FY SAN DIEGO GAS AND ELEC7R /C COMPANY SAN DIEGO, A 92101 f/9 CIV%\. THE SATISFACTION OF THE FIRE DEPARTMENT PR /OR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL (619) 232 -9200 OF C p1 \F OVERHEAD UTILITIES COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. DEED RECORDED AS DOCUMENT NO 2001 - 0290369 IN THE SAN DIEGO TO BE REMOVED Q COUNTY RECORDER'S OFFICE ON MAY 8, 2001. ti 8. THE CONTRACTOR SHALL NOT /FY PAC /FTC BELL PR /OR TO STARTING WORK PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. NEAR COMPANY FACILI7ES AND SHALL COORDINATE HIS /HER WORK WITH BY LATE- J. ALL FIRE HYDRANTS' SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY COMPANY REPRESENTATIVES. W10CE A. ROBERTSON RCE No. 48529 t NOTICE ALL 7ELEPHON£ SERVCES WITHIN THIS PROJECT BOUNDARY ARE REG. EXPIRES- 613012016 � tl "UNDERGROUND /NSTALLA770NS" FOR LOA77ON OF CABLES AND O APN Q APPURTENANCES CONTACT PACIFIC BELL. VERTICAL 262 060 -•12 21. THESE PLANS ARE BASED ON NAVD88 DATUM, 7HE ASSOCIATED TENTATIVE 262-060 -16 7 r I 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE OU VENHAIN MUNICIPAL WATER DISTRICT ALL - WEATHER DRIVING APACIT7ES. UTILITY AGENC /ES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND OWNER'S CERTIFICATION 5 ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED BEAR THE COST OF RELOCATIONS, IF NEEDED. STANDARD DRAWINGS VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE UNDERGROUND IT IS AGREED 7HAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION ALL ROADWAYS INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT PLANS. SHALL SE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED (800) 422 -4133. IT /S FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES IN ACCORDANCE WITH THE Consultants, Inc. REG67ERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR UN /FORM FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT. (PUBLIC) 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE POWER POLE BE SHOWN ON THE 15 BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE ENCINITAS FIRE DEPARTMENT SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN IMPROVEMENTS. PARKS AND RECREATION:: EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. l HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN Z 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS MANUAL AIR RELEASE RELOCATED OUTSIDE THE AREAS TO BE PAVED. AFTER ISSUANCE OF THE CONSTRUC77ON PERMIT AND TO PURSUE SUCH MVC = MODIFIED VERTICAL CURB WORK ACTIVELY ON EVERY NORMAL WORKING DAY LINN COMPLETED, (PRIVATE) 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR IRRESPECTIVE AND INDEPENDENT OF ANY WORK ASSOCIATED WITH THIS - -- * NOTE. OVERHEAD UTILITIES TO BE CONVERTED TO UNDERGROUND BY OTHERS PROJECT OR UNDER MY CONTROL. INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBIL17Y OF ANY KIND FOR THE DESIGN i 9 f 70 OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE). DEVELOPMENT SOLUTION ENCLAVE,'LLC 1302 CAMOVO DEL MAR, (PUBLIC) 14. ALL LUMINAIRES SHALL PROVIDE TRUE 90- CUTOFF, AND DEL MAR, CA 92014 ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. (858) 259 -9500 15 7HE CON7RACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES , DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST /� - / SCALE: 1 100' 48 HOURS OF NOTICE FOR SUCH A WERNG. PHONE NUMBER 633 -2770. SIGNED ( l DATE �l I 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR N` 0 50 100 200 300 BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE /fir RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A S77G ET INDEX KEY MAP LICENSED LAND SURVEYOR 17 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL APN 262- 060-06 ' OVERHEAD UTIL177ES TO BE UNDERGROUND 6) I AND WATER SERVICE BY CHISELING THE LETTERS "S" AND '1V" RESPEC77VELY, DATE: L9RERS I 4 4 APN G -1 ENCINITAS CA, 92024 262 060 -07 �I , I ROAD SHEET 6 STA APN TEE - 1 +00 THRU 6+00 ENCLAVE COURT 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD APN SHEET 7 - CUL -DE -SAC o 262 - 060-16 282-080--20 SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD STATE OF CALIFORNIA, DESCRIBED AS- THE EASTERLY 436.00 FEET OF THE SHEET 9 - EROSION CONTROL(7ENNIS CLUB DRIVE). SPECIFlCARONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN WESTERLY 691.08 FEET OF THE SOUTHERLY 300.00 FEET OF THE SHEET 10 TRAFFIC CONTROL PLAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL NORTHERLY 720.00 FEET OF THE SOUTHEAST QUARTER OF THE OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE). DEVELOPMENT SOLUTION ENCLAVE,'LLC 1302 CAMOVO DEL MAR, (PUBLIC) 14. ALL LUMINAIRES SHALL PROVIDE TRUE 90- CUTOFF, AND DEL MAR, CA 92014 ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. (858) 259 -9500 15 7HE CON7RACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES , DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST /� - / SCALE: 1 100' 48 HOURS OF NOTICE FOR SUCH A WERNG. PHONE NUMBER 633 -2770. SIGNED ( l DATE �l I 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR N` 0 50 100 200 300 BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE /fir RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A S77G ET INDEX KEY MAP LICENSED LAND SURVEYOR 17 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL SITE ADDRESS SHEET 1 - TITLE SHEET SHEET 2 - DOTES, DETAILS AND SEC77ONS AND WATER SERVICE BY CHISELING THE LETTERS "S" AND '1V" RESPEC77VELY, DATE: DATE: 2 INCHES HIGH INTO 7HE FACE OF THE CURB. 4 4 SHEET 3 - STA 1 +00 THRU 5 +10 TENNIS CLUB DRIVE G -1 ENCINITAS CA, 92024 SHEET 4 - STA 1+00 THRU 5+50 BERRYMAN CANYON ROAD t fi i , I ROAD SHEET 6 STA APN TEE - 1 +00 THRU 6+00 ENCLAVE COURT 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD APN SHEET 7 - CUL -DE -SAC SPECIRCA7701VS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDIT /ON), THE 262 - 060-16 282-080--20 SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD STATE OF CALIFORNIA, DESCRIBED AS- THE EASTERLY 436.00 FEET OF THE SHEET 9 - EROSION CONTROL(7ENNIS CLUB DRIVE). SPECIFlCARONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN WESTERLY 691.08 FEET OF THE SOUTHERLY 300.00 FEET OF THE SHEET 10 TRAFFIC CONTROL PLAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL NORTHERLY 720.00 FEET OF THE SOUTHEAST QUARTER OF THE 4" SEWER LATERAL SS-01, S5-03, SS -04 Q__ S NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 RCP STORM DRAIN (D -LOAD = 1350 MIN.) STANDARD DRAWINGS (LATEST EDITION), AND THE OL/ENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFIA7ONS AND DRAWINGS FOR THE WEST, AS MORE FULLY DESCRIBED IN EXHIBIT "1 OF THE GRANT DEED F /RE DEPARTMENT NOTES TYPE A -4' CLEANOUT D -9, v1. 0 CONSTRUCTION OF WATER MAINS AND FACILITIES RECORDERS OFFICE ON JUNE 25, 2002 ' IO CONSTRUCTION MATERIALS' PRIOR TO 7HE DELIVERY OF BUILDING CONSTRUCT /ON 20. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN WORKING a (APNs: 262- 080 -22 AND 24) 2 � ALONG THE NORTHERLY ALIGNMENT OF TENNIS CLUB DRIVE EAST TO THE THE REAL PROPERTY IN THE CITY OF ENCINITAS - COUNTY OF SAN DIEGO, THE SATISFACTION OF THE FIRE DEPARTMENT INTERSECTION WITH EL CAMINO REAL, AND NORTH ALONG THE WESTERLY ALIGNMENT OF EL AMINO REAL, AS SHOWN ON SHEET 9 OF 9. ALL STATE OF ALIFORNIAA, AS FULLY DESCRIBED IN EXHIBIT 4" OF THE GRANT 1. ALL WET AND DRY U77L117ES SHALL BE INSTALLED AND APPROVED BY THE CONS7RUCT/ON AND CONSTRUCT /ON VEHICLES, EQUIPMENT, MATERIALS, DEED RECORDED AS DOCUMENT NO 2001 - 0290369 IN THE SAN DIEGO APN 262 - 06017 Q COUNTY RECORDER'S OFFICE ON MAY 8, 2001. ti THE IMPROVED STREET RIGHTS-OF -WAY AND MAY AT NO TIME ENCROACH PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. INTO THE ADJACENT NATURAL AREAS TO THE NORTH AND WEST, WHICH SHALL J. ALL FIRE HYDRANTS' SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY BE FENCED PR /OR TO COMMENCEMENT OF CONSTRUCT /ON TO BAR ENTRY. PCR = t - PV VT = PAVEMENT PRC = ON SHEET 9 FOR MORE DETAILED REQUIREMENTS. O 4. FIRE APPARATUS ACCESS ROAD SHALL BE DESIGNED AND MAINTAINED TO VERT. = VERTICAL SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND 21. THESE PLANS ARE BASED ON NAVD88 DATUM, 7HE ASSOCIATED TENTATIVE 262-060 -16 SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE MAP HAS BASED ON THE 1929 BENCHMARK WHICH IS 2.1' BELOW THE OU VENHAIN MUNICIPAL WATER DISTRICT OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE). DEVELOPMENT SOLUTION ENCLAVE,'LLC 1302 CAMOVO DEL MAR, (PUBLIC) 14. ALL LUMINAIRES SHALL PROVIDE TRUE 90- CUTOFF, AND DEL MAR, CA 92014 ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. (858) 259 -9500 15 7HE CON7RACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES , DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST /� - / SCALE: 1 100' 48 HOURS OF NOTICE FOR SUCH A WERNG. PHONE NUMBER 633 -2770. SIGNED ( l DATE �l I 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR N` 0 50 100 200 300 BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE /fir RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A S77G ET INDEX KEY MAP LICENSED LAND SURVEYOR 17 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL SITE ADDRESS SHEET 1 - TITLE SHEET SHEET 2 - DOTES, DETAILS AND SEC77ONS AND WATER SERVICE BY CHISELING THE LETTERS "S" AND '1V" RESPEC77VELY, DATE: DATE: 2 INCHES HIGH INTO 7HE FACE OF THE CURB. 1308 AND 1310 BERRYMAN CANYON RD. SHEET 3 - STA 1 +00 THRU 5 +10 TENNIS CLUB DRIVE G -1 ENCINITAS CA, 92024 SHEET 4 - STA 1+00 THRU 5+50 BERRYMAN CANYON ROAD D THE CURB IN A 18. 7HE ADDRESS OF EACH LOT MANNER AND HBY LEGAL DESCRIPTION ROAD SHEET 6 STA LOCATION APPROVED THE INSPECTOR. TEE - 1 +00 THRU 6+00 ENCLAVE COURT 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD (APNs: 262 -080 -19,21 AND 23) SHEET 7 - CUL -DE -SAC SPECIRCA7701VS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDIT /ON), THE THE REAL PROPERTY IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, SHEET 8 - SIGNAGE AND STRIPING PLAN SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD STATE OF CALIFORNIA, DESCRIBED AS- THE EASTERLY 436.00 FEET OF THE SHEET 9 - EROSION CONTROL(7ENNIS CLUB DRIVE). SPECIFlCARONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN WESTERLY 691.08 FEET OF THE SOUTHERLY 300.00 FEET OF THE SHEET 10 TRAFFIC CONTROL PLAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL NORTHERLY 720.00 FEET OF THE SOUTHEAST QUARTER OF THE 4" SEWER LATERAL SS-01, S5-03, SS -04 Q__ S NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 RCP STORM DRAIN (D -LOAD = 1350 MIN.) STANDARD DRAWINGS (LATEST EDITION), AND THE OL/ENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFIA7ONS AND DRAWINGS FOR THE WEST, AS MORE FULLY DESCRIBED IN EXHIBIT "1 OF THE GRANT DEED F /RE DEPARTMENT NOTES TYPE A -4' CLEANOUT D -9, RECORDED AS DOCUMENT N0. 2002 - 0537591 /N THE SAN D /EGO COUNTY I 0 CONSTRUCTION OF WATER MAINS AND FACILITIES RECORDERS OFFICE ON JUNE 25, 2002 D -11A, D -11B F CONSTRUCTION MATERIALS' PRIOR TO 7HE DELIVERY OF BUILDING CONSTRUCT /ON 20. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN WORKING a (APNs: 262- 080 -22 AND 24) MATERIALS TO THE SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO ALONG THE NORTHERLY ALIGNMENT OF TENNIS CLUB DRIVE EAST TO THE THE REAL PROPERTY IN THE CITY OF ENCINITAS - COUNTY OF SAN DIEGO, THE SATISFACTION OF THE FIRE DEPARTMENT INTERSECTION WITH EL CAMINO REAL, AND NORTH ALONG THE WESTERLY ALIGNMENT OF EL AMINO REAL, AS SHOWN ON SHEET 9 OF 9. ALL STATE OF ALIFORNIAA, AS FULLY DESCRIBED IN EXHIBIT 4" OF THE GRANT 1. ALL WET AND DRY U77L117ES SHALL BE INSTALLED AND APPROVED BY THE CONS7RUCT/ON AND CONSTRUCT /ON VEHICLES, EQUIPMENT, MATERIALS, DEED RECORDED AS DOCUMENT NO 2001 - 0290369 IN THE SAN DIEGO APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. PERSONNEL, AND DEBRIS IN THIS AREA SHALL BE LOCATED EN77RELY WITHIN COUNTY RECORDER'S OFFICE ON MAY 8, 2001. 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO THE IMPROVED STREET RIGHTS-OF -WAY AND MAY AT NO TIME ENCROACH PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. INTO THE ADJACENT NATURAL AREAS TO THE NORTH AND WEST, WHICH SHALL J. ALL FIRE HYDRANTS' SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY BE FENCED PR /OR TO COMMENCEMENT OF CONSTRUCT /ON TO BAR ENTRY. PCR = THE FIRE DEPARTMENT AND THE OLIENHAIN WATER DISTR /CT. PLEASE SEE "EROSION CONTROL SPECIAL NOTES" AND PR07FC77ON PLANS PV VT = PAVEMENT PRC = ON SHEET 9 FOR MORE DETAILED REQUIREMENTS. O 4. FIRE APPARATUS ACCESS ROAD SHALL BE DESIGNED AND MAINTAINED TO VERT. = VERTICAL SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND 21. THESE PLANS ARE BASED ON NAVD88 DATUM, 7HE ASSOCIATED TENTATIVE AS' BUILT SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE MAP HAS BASED ON THE 1929 BENCHMARK WHICH IS 2.1' BELOW THE OU VENHAIN MUNICIPAL WATER DISTRICT ALL - WEATHER DRIVING APACIT7ES. NAVD88 BENCHMARK. ALL ELEVATIONS HAVE BEEN ADJUSTED ACCORDINGLY. pSSTR1CT PROTECT NO. W 556$00 5 ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED Civil Engineering -Environmental STANDARD DRAWINGS VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES 2442 Second Avenue EXIST. = OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION ALL ROADWAYS San Diego, CA 92101 FL = FLOWLINE SHALL SE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED (619)232 -9200 (619)232- -9210 Fax `- t$ L'8 FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES IN ACCORDANCE WITH THE Consultants, Inc. , UN /FORM FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT. TB = TOP OF BERM FORGE RIEST. P _. DATZ POWER POLE Underground service Alert OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT1 PARKS AND RECREATION:: _ PUBLIC WORKS POTABLE WATER SYSTEM APPROVAL GBLL BEMU YOU BIG TOLL � CALL L FREE OMWD WO// 556800 1 -800 422-4133 C lQ l . R.C.E. N 885.3 CCJJ DATE WO NGR G BAYS BUOU YOU BIG 'NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS I APPROVED I DATE I REFERENCES REVIEWED BY- REVIEWED BY: 7.3o.toly - 1 v 1 DATE: DATE BENCHMARK CITY OF ENCINITAS ENC -38 2.5" BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF INTERSECTION WITH EL CAMINO REAL. EL: 37.52 DATUM: NAVD88 WORK TO SE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIRARONS OF THESE PLANS AND STANDARD DRAWINGS STANDARD SPECIFICATIONS 1. GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION 2012 EDITION . 2. CALIFORNIA DEPARTMENT OF TRANSPORIA, 77ON, "MANUAL OF TRAFF /C CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, " (2012 EDITION). J. STATE OF CALIFORNIA STANDARD SPEC /FIC.1TIONS -2010. 4. OLIVENHA /N MUNICIPAL WATER DISTRICT STANDARD SPECIRA77ONS FOR THE CONSTRUC77ON OF W017ERMA/NS AND FACILITIES. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -2012 2. STATE OF CAL /FORN/A STANDARD PLANS -2010. 3. OLNENHA /N MUNICIPAL WATER DISTRICT STANDARD DRAWINGS FOR THE CONSTRUCTION OF WATERMA/NS AND FACILITIES. DESCRIPTION STD. DWG - EXIST WA7ER LINE EXIST SEWER LINE * EXIST OVERHEAD ELECTRICAL EXIST STORM DRAIN EXIST. TYPE 'B' CURB INLET EXIST. TYPE '8-1' CURB INLET EXIST. TYPE A -4' CLEANOUT EXIST. CMU RETAIN /NG WALL LOT NUMBER PROPERTY LINE /RIGHT -OF -WAY LINE LOT LINE 2" GRIND /OVERLAY COMPLETE WIDTH OF SEE GIN. NOTE 2 TENNIS CLUB DRIVE, TO THE SA7SFACTION OF ENGINEERING INSPECTOR. 4" AC OVER 6" CLASS ll BASE MIN. BASED ON /NS 17U R -VALUE TESTING 6" ROLLED CURB AND GUTTER TYPE A G -4 6" REVIEWED BY: REVIEWED BY: DATE: DATE: DATE: WORK TO SE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIRARONS OF THESE PLANS AND STANDARD DRAWINGS STANDARD SPECIFICATIONS 1. GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION 2012 EDITION . 2. CALIFORNIA DEPARTMENT OF TRANSPORIA, 77ON, "MANUAL OF TRAFF /C CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, " (2012 EDITION). J. STATE OF CALIFORNIA STANDARD SPEC /FIC.1TIONS -2010. 4. OLIVENHA /N MUNICIPAL WATER DISTRICT STANDARD SPECIRA77ONS FOR THE CONSTRUC77ON OF W017ERMA/NS AND FACILITIES. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -2012 2. STATE OF CAL /FORN/A STANDARD PLANS -2010. 3. OLNENHA /N MUNICIPAL WATER DISTRICT STANDARD DRAWINGS FOR THE CONSTRUCTION OF WATERMA/NS AND FACILITIES. DESCRIPTION STD. DWG - EXIST WA7ER LINE EXIST SEWER LINE * EXIST OVERHEAD ELECTRICAL EXIST STORM DRAIN EXIST. TYPE 'B' CURB INLET EXIST. TYPE '8-1' CURB INLET EXIST. TYPE A -4' CLEANOUT EXIST. CMU RETAIN /NG WALL LOT NUMBER PROPERTY LINE /RIGHT -OF -WAY LINE LOT LINE 2" GRIND /OVERLAY COMPLETE WIDTH OF SEE GIN. NOTE 2 TENNIS CLUB DRIVE, TO THE SA7SFACTION OF ENGINEERING INSPECTOR. 4" AC OVER 6" CLASS ll BASE MIN. BASED ON /NS 17U R -VALUE TESTING 6" ROLLED CURB AND GUTTER TYPE A G -4 6" TYPE G' a G -2 6" WORK TO SE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIRARONS OF THESE PLANS AND STANDARD DRAWINGS STANDARD SPECIFICATIONS 1. GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION 2012 EDITION . 2. CALIFORNIA DEPARTMENT OF TRANSPORIA, 77ON, "MANUAL OF TRAFF /C CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, " (2012 EDITION). J. STATE OF CALIFORNIA STANDARD SPEC /FIC.1TIONS -2010. 4. OLIVENHA /N MUNICIPAL WATER DISTRICT STANDARD SPECIRA77ONS FOR THE CONSTRUC77ON OF W017ERMA/NS AND FACILITIES. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -2012 2. STATE OF CAL /FORN/A STANDARD PLANS -2010. 3. OLNENHA /N MUNICIPAL WATER DISTRICT STANDARD DRAWINGS FOR THE CONSTRUCTION OF WATERMA/NS AND FACILITIES. DESCRIPTION STD. DWG - EXIST WA7ER LINE EXIST SEWER LINE * EXIST OVERHEAD ELECTRICAL EXIST STORM DRAIN EXIST. TYPE 'B' CURB INLET EXIST. TYPE '8-1' CURB INLET EXIST. TYPE A -4' CLEANOUT EXIST. CMU RETAIN /NG WALL LOT NUMBER PROPERTY LINE /RIGHT -OF -WAY LINE LOT LINE 2" GRIND /OVERLAY COMPLETE WIDTH OF SEE GIN. NOTE 2 TENNIS CLUB DRIVE, TO THE SA7SFACTION OF ENGINEERING INSPECTOR. 4" AC OVER 6" CLASS ll BASE MIN. BASED ON /NS 17U R -VALUE TESTING 6" ROLLED CURB AND GUTTER TYPE A G -4 6" TYPE G' CURB & GUTTER G -2 6" TYPE G' CURB G -1 I, CONCRETE CROSS GUTTER G -12 TENNIS CLUB DRIVE-CONCRETE ALLEY APRON G -17 S/7 / . 3 9 TRENCH RESURFACING PER CITY OF ENCINITAS STANDARDS WA7£R MAIN OMWD E -21 ATE VALVE OMWD D -22 FIRE HYDRANT ASSEMBLY OMWD C -1.1 GUARD POST OMWD E -1.4 PROJECT SITE INTERSTATE 5 P� MANCHESTER MANCHESTER a VICINITY MAP NO SCALE I° SCALE SPECIAL DISTRICT ENGINEERING DEPARTMENT APPROVALS PLANS PREPARED UNDER SUPERVIS� RECOMMENDED JQO APPROVED HORIZONTAL AS SHOWN 41 BRUCE A OBE ON DATE: ZG 4 BY: M BY: "Z VERTICAL AS SHOWN R.C.E. NO. 48529 MASIH MAHER GLENN PRUIM ENGINEER 6 -30 -2016 DATE: q / Z/ 15 DATE: EXP. SYMBOL 14 2" MANUAL AIR RELEASE OMWD A -2.3 O v OMWD A -1.1 Q END CAP OMWD D -3.3 W m p Z TEE Q v TENNIS CLUB DRIVE W INTERSTATE 5 P� MANCHESTER MANCHESTER a VICINITY MAP NO SCALE I° SCALE SPECIAL DISTRICT ENGINEERING DEPARTMENT APPROVALS PLANS PREPARED UNDER SUPERVIS� RECOMMENDED JQO APPROVED HORIZONTAL AS SHOWN 41 BRUCE A OBE ON DATE: ZG 4 BY: M BY: "Z VERTICAL AS SHOWN R.C.E. NO. 48529 MASIH MAHER GLENN PRUIM ENGINEER 6 -30 -2016 DATE: q / Z/ 15 DATE: EXP. SYMBOL 14 2" MANUAL AIR RELEASE OMWD A -2.3 O 2" BLOW -OFF ASSEMBLY OMWD A -1.1 END CAP OMWD D -3.3 -� TEE OMWD D -33 I" WATER SERVICE OMWD B -1.1 V Ems- W - SEWER MAIN S - SEWER MANHOLE SM -02 4" SEWER LATERAL SS-01, S5-03, SS -04 Q__ S RCP STORM DRAIN (D -LOAD = 1350 MIN.) D -60 - - TYPE A -4' CLEANOUT D -9, D -11A, D -11B 0 TYPE A -6' CLEANOUT D -9, D -11A, D -11B F DRIVEWAY (16' MIN.) SURVEY MONUMENT M -10 ASBREI/IATIONS AC = ASPHALT CONCRETE PCR = PO /NT OF CURB RETURN � PV VT = PAVEMENT PRC = PO /NT OF REVERSED CURVE O PCC = PORTLAND CEMENT CONCRETE VERT. = VERTICAL Z LIP = GUTTER LIP HORIZ. = HORIZONTAL O co X -GTR = CROSS GUTTER SDRSD = SAN DIEGO REGIONAL U C\2 EP = EDGE OF PAVEMENT STANDARD DRAWINGS U) . . TC = TOP OF CURB EXIST. = EXIS77NG O FL = FLOWLINE READ. = REQUIRED CO IF = INVERT ELEVA77NN PVC = POLYVINYL CHLORIDE d+ TB = TOP OF BERM PP = POWER POLE C\2 BC = BEGIN CURVE FH = FIRE HYDRANT a EC = END CURVE R/W - = RIGHT OF WAY Z MAR = MANUAL AIR RELEASE O MVC = MODIFIED VERTICAL CURB _ .--1 rn C\2 * NOTE. OVERHEAD UTILITIES TO BE CONVERTED TO UNDERGROUND BY OTHERS E-' O <4 U WATER MAIN EXT. 205A E-1 CITY OF ENCINITAS- ENGINEERING SERVICES DEPARTMENT DRAWING NO. a U)0 PUBLIC & PRIVATE IMPROVEMENT PLANS FOR: TITLE SHEET z ZJ THE ENCLAVE 9055-1 ou (q STREET IMPROVEMENTS AND CUL -DE -SAC Uz PLANNING CASE No: 01 -239 TPM /TM /CDP /DR /MUP /MIN /EIA, etc. SHEET 1 OF 10 wad -.!4 OL/VENHA/N MUNIC IPAL WATER DISTRICT GENERAL POTABLE WATER SYSTEM NOTES REQUIRED FOR SUBDIVISION IMPROVEMENT PLANS 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUC77ON OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3 UNLESS OTHERWISE NOTED, CONNECTIONS TO EXIS77NG MAINS SHALL BE MADE DRY. THE 77ME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5 CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6 NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7 THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERCROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCAON. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE- 800 - 227 -2600) 8 ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS 9 THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIRCA77ONS THE APPROPRI4TE BUR /ED U77LITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10 WHERE ELEVARONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE /5 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2' PER ✓0 /NT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12 MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFTS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S RE.3ENTA77VE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 314 -INCH HIGH LETTER V" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WR17TEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER METER. 16. CONTRACTOR SHALL 77E OFF ALL VALVE LOCA7ONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17 LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIRED BY THE FIRE DISTRICT. 19 ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20 THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATONS THE CLASS OF PIPE SHALL BE USED AS THE DESIGNAJED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMI7TED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCT /ON VERIRCATTON OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES 23 CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE 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 OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25 ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPED WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. ENCINITAS SANITARY DISTRICT SEWER NOTES.- ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREENBOOK ", (LATEST EDITION) THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC77ON, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE) THE SAN DIEGO REGIONAL STANDARD DRAWINGS ( LA7EST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS. 1. TRENCH WIDTH SHALL BE PER SDRSO NO. SP -02 UNLESS 0771ERWISE NO7E0. MINIMUM PIPE SEPARATION PER WAS W/ -01, 02, & 03 2. PIPE AND BEDDING CONDITIONS: (A)ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4" CRUSH ROCK BENEATH THE PIPE (B)V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GR4NDULAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER. (C)P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE 314" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1X OR GREATER. 3 AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE C17Y ENGINEER. 4. THE COIVSTRLIC77ON OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO SM -02. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FIN /SHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH CITY ENGINEERS APPROVAL. 5. THE CONSTRUCITON OF 4 -INCH SEWER LA7FAAL PER SDRSD NOS 55-01 AND 55-02. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 6. THE CONS7RUC77ON OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO SP -07 7 ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42 -INCH BELOW THE FINISHED GRADE. 8 THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER AAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. 9. FOR SEWER LATERAL TABLE, SEE THIS SHEET. 10 iIS BUILT" DRAWINGS MUST BE SU8M17TED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CHANGE PRIOR TO ACCEPTANCE FOR PUBLIC USE 12. FILL AREAS MUST BE COMPACTED TO 9OX PRIOR TO PIPE INSTALLATION. 13. THE CONTRACTOR SHALL NOTIFY THE CITY'S FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. PHONE NO 760 - 633 -2770. ENCINITAS SAN /TARP DISTRICT NOTES LCONT :V. 14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 15. THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THE APPROVAL OF THE AS -BU /L T. 16. CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP -01, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS. 17 THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PLAN. 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM. 19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEE 500 - 1.1.5) 20. SEWER MANHOLE LINING: (A)NEW MANHOLES WITH 8 -10" DIAMETER SEWER MAINS. THE INS /DE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. (S)NEW MANHOLES WITH 12" DIAMETER AND GREATER SEWER MAINS. THE INSIDE OF THE SEWER MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING PER SECTION 500 -2.5 OF THE GREENSOOK. (C)EXISTING MANHOLES. ALL EXISTING MANHOLES WITH NEW CONNECTONS SHALL BE INSPECTED AND REPAIRED, AS NEEDED, WITH THE LINING SYSTEM THAT MATCHES THE EXISTING LINING FOR THAT MANHOLE • FOR MANHOLES WITHOUT ANY EXISTING LINING THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. EXCEPTIONS OR VARIATIONS TO THESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ON A SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGINEER. 21. NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES, PROCESSING A CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT DISTRICT, lF CREATED. RIGHT -OF -WAY CONSTRUCTION STANDARD NOTES 7 NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RICHT -OF -WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED C17Y INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797 OR AS STATED ON THE PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE N977FIED FOR LOCATION OF UNDERGROUND UTLITIES AT 1- 800 - 422 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTA077NO (USA). 3 ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATSFACTIOIV OF THE C17Y INSPECTOR IN COMPLIANCE WITH THE VORK AREA 7RAFFTC CONTROL HANDBOOK' LATEST ED177ON PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER TRAFFIC CONTROL /5 NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTA7VE TO ORDER, ON THE RENTAL BAS /S, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT THE C17Y MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. 5 APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CON57RUCRON OF PERM 17TED WORKS WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SI7E WHENEVER WORK /5 IN PROGRESS. 6 PERM177ED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE C17Y SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HS DULY AUTHORIZED REPRESENTA77VE. CERTIFICATION FOR ALL M4 7ER14LS AND WORK, INCLUDING COMPAC7ON TESTS SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE C17Y INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE C17Y. 7 NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMI7TED ON SATURDAYS, SUNDAYS, OR HOLIDAYS ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WR17TEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770 OR THE C17Y'S WEBSITE AT WWW.CI.ENCINTTASCA.US 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7.•30 A.M. OR CONTINUE AF7ER 5:00 P.M. ON WEEKDAYS. 9. NO WORK SHALL BEGIN BEFORE 9.•00 A.M. OR CONTINUE AFTER 3.•00 P.M. ON PRIME AR7ERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF ENGINEERING SERVICES. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULA77ON ELEMENT OF THE C17YS GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE C17Y TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3.•00 P.M. ON MAJOR ROADS, DEFINED HEREIN) 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET W07H PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERM17TEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME FLAGMAN. 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTA7VE. 13. OPEN TRENCH MUST BE BACKFTLLED AND CAPPED WITH AT LEAST 2" OF COLD MIX ASPHALT LEVEL WITH ADJACENT PAVING OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON - WORKING HOURS. THE EXISTING PAVEMENT SHALL BE PLANED AN 1 g" DEEP FOR METAL PLATES TO BE PLACED FLUSH WITH ADJACENT PAVING COLD MIX ASPHALT RAMPS ON ALL (4) SIDES MUST BE MAINTAINED AND MUST OBTAIN APPROVAL BY THE INSPECTOR. 14. NA77VE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CI7YS STANDARD DRAWING DATED MAY 31, 2013 15 7WO SACK SAND- CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. 16. 7WO SACK SAND- CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCA7ONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL. 17 CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND PENAL77ES. 18 ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERA77ONS OF 7HIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDNTON OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATONS FOR PAINT, ALL TO 7HE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIRCARONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE' APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 20 TRENCHING FOR INSTALLA77ONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE NOT RIGHT -OF -WAY CONSTRUCTION STANDARD NOTES (CONT'V: 24 ALL APPROACHES M PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES 25 CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY HAND SO4PING WASHING AND SWEEP ING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, INJURING OR LOOSENING THE SURFACE. 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. 27 TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED MAY 31, 2013, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMIT= SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES, AND AS SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF' IN SUCH CASE, THE PERMIT= SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERNAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. 28 WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING, REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. 29. IF AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE DIRECTOR OF ENGINEERING SERVICES HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING THE DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE THE REPAIR TO OCCUR, • AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES ALL OSHA REGULATIONS SHALL BE MET. 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR OF ENGINEERING SERVICES. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS lS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS GROUTING AND INTERMEDIATE BORE SEWER LATERAL TABLE LOT NO. STATION LE. 0 MAIN RISE 0 MAIN TC ELEV I.E. ®PL COVER LENGTH SLOPE lOOPVC FT FT FT FT FT FT X 1 5+12.0 163.59 1.2 174.60 166.16 8.4 19.5 7.0 2 4 +32.75 170.97 1.2 180.85 172.56 8.3 19.5 2.0 3 3 +24.09 179.06 1.2 188.84 180.65 8.2 19.5 2.0 4 2 +358 185.14 1.2 195.32 186.73 8.6 19.5 2.0 5 1+J8.0 191.88 1.2 203.05 19535 7.7 56.7 4.0 6 1 +330 192.23 1.2 20236 194.18 8.2 37.4 2.0 7 2 +08.04 187.05 1.2 197.18 190.45 6.7 27.5 8.0 8 2 +90.45 181.38 1.2 191.15 184.97 6.2 27.5 8.7 9 3+90.5 174.48 1.2 183.80 177.06 6.8 27.5 5.0 10 4 +79.51 166.62 1.2 17732 169.20 8.1 27.5 5.0 11 5 +24.55 1 162.42 1.2 173.25 164.72 8.5 275 4.0 CAAPON yON RDD. . 9 +40.00 156.79 1.2 168.66 158.47 10.2 14.0 2.5 2' -6„ 2'-0' 6" 1/2" R 3" R � R 2" WEAKENED J PLANE JOINT ALTERNATE MODIFIED RSD G -4A TYPE 8 DETAIL NO SCALE LENGTH PER PLAN MILL DOWN EXIST. A.C. PAVING MATCH EXIST. 2" GRIND TO MATCH APPROVED A.C. SECTION -� AND OVERLAY W/ NEW ASPHALT. PITS MAY BE REQUIRED. _ 32 ALL SUBSURFACE UTIL177ES SHALL BE ACCURATELY SHOWN ON THE IMPROVEMENT PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVCES HAS A EXISTING -� SPECIAL CONCERN. AC PAVEMENT OVER EXISTING BASE 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. NOTES.' R/W L I VARIABLE WIDTH ROAD & UTILITY EASEMENT REC. 6 -1 -62 FILE NO. 94045 O.R. VAR /ES 27 27 22' TO 29' I 7A /`/ /00/ /A /C 771 /`/ /00/ // \ 6" ROLLED CURB AND GUTTER PER RSD G -4A TYPE A (OR USE ALTERNATIVE MODIFIED RSD G -4A TYPE B, PER DETAIL THIS SHEET) 6- BASE (MIN.) `4" BASE (MIN.) q ROADWAY 5.5' -� 55' OI lOOPVC WATER O 36" RCP 8" PVC SD SEWER R/W VARIES 1'T08' 2' 1 Chi i DECORATIVE* RET WALL \ PER RSD C -6 \ FLUSH P.C.C. CURB 6X16" SECTION: BERRYMAN CANYON RD. STA 54-124- - STA 94-494- TRAFFIC INDLX 6.0 NO SCALE 47' OMWD WATER EASEMENT R � R G.U.E. & PRIVATE ffM6E- EASEMENT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL SE DISTURBED AT ONE TIME AND THE REMAINING WIDTH \ ?i PER MAP ao \ c PUBLIC SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING \GT 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS \ \ 2X LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED �V/ -- TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SERVICES. THE SHALLOWEST POR77ON OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY SURFACE. 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND 6" ROLLED CURB AND GUTTER CONDUITS LAID PARALLEL TO EXISTING UTILITES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (J) FEET MEASURED PER RSD G -4A TYPE A OR USE & GENERAL UTILITIES VARIES 12' TO 20' 0' OR 8' PARKING LANE AT 2X 2% 32' WIDTH 4" AC(M /N.) 0 V 6" BASE (MIN.) 7.5' G.U.E. & PRIVATE % MGE EASEM£N R/W I �- EXISTING BASE 'A. C. OVERLAY SECTIONS" NO SCALE PROPOSED AC PAVEMENT OVER APPROVED BASE 1. A TACK COAT OF ASPHALTIC EMULSION OR PAVING ASPHALT SHALL BE APPLIED TO EXISTING A.C. AT ALL CONTACT SURFACES, PRIOR TO RESURFACING. 2 A.C. SHALL BE HOT PLANT MIX. J. ALL A.C. RESURFACING SHALL BE SEAL COATED WITH AN EMULSIFIED ASPHALT CHIP SEALING SHALL BE APPLIED AS REQUIRED BY PROJECT ENGINEER. q R/W VARIABLE WIDTH ROAD & UTILITY EASEMENT REC. 6 -1 -62 FILE NO. 94045 O.R. 27' 27' VARIES VARIES 22' TO 29' 24' ICURBLINE TO CURBLINE 1 TD 8' 3.5' VAR /ES 2.5 2X r 2' 4" AC(MIN.) OVER" BIORETENTION FLUSH P.C.C. CURB 6 BASE (MIN.) ) 6 6X16 " 1YP ROLLED CURB AND GUTTER ( ) PER RSD G -4A TYPE A (OR USE ROADWAY ALTERNATIVE MODIFIED RSD G -4A TYPE B, PER DETAIL THIS SHEET) I O O10" PVC WATER O 36" RCP 8" PVC SO SEWER 4- SECTION: BERRYMAN CANYON RD. STA 14-804- STA 54-12 TRAFFIC INDEX 6.0 NO SCALE PL I_ EX. 40' PUBLIC ROAD AND - UTILITY EASEMENT - 20' 1 20' PER MAP PUBLIC 2' 12' 12' 2' i 29 EASEMENT (00 (2%) " ROLLED CURB AND GUTTER EX. 6" CURB AND EX. 6" CURB AND PER RSD G -4 36" RCP GUTTER PER RSD G -2 O GUTTER PER RSD G -2 FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT /5 NOT ALLOWED UNLESS APPROVED ALTERNATIVE MODIFIED RSD G -4A O SD BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. TYPE B, PER DETAIL THIS SHEET) " O� 2" GRIND OVERLAY COMPLETE EX. 10" PVC R 8" PVC 24 RCP 8" PVC 8" PVC WATER 22. ALL EXCAVATED MATER /AL SHALL BE CASTAWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS GRAIN WATER USE CL 200 PVC WHERE WIDTH OF TENNIS CLUB DRIVE, SEWER BEEN COMPLETED ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE SEWER SEPARATION /S LESS TO THE SATISFACTION OF �6 GcTy Civil Engineering Environmental O ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. 23. ALL ROADS /DE DRAINAGE DITCHES SHALL BE RESTORED TO OI- THAN 11' ENGINEER.a�6 . 2442 Second Avenue TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND I 7' 1- 9 -11 I °` 5.5' -I- 5.5' -I San Diego, CA 92101 DEBRIS. 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO (619)232 -9200 (619)232 -9210 Fax TRAFFIC AT ALL 77MES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. SECTION.' PRIVATE ENCLAVE COURT LANE STA 14-50 - STA 64-00 SECTION- TENNIS CLUB DRIVE STA 34-23.68 - STA 54-10 Consultants, Inc . 23 ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL TRAFFIC INDEX.' 6.0 CULVERTS SHALL B£ LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS TRAFFIC INDEX' 6.0 NO SCALE NO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AS- RUILT CITY OF ENCINITAS ENC -38 PLANS PREPARED UNDER SUPERVIS ON OF RECOMMENDED APPROVED PUBLIC & PRIVATE IMPROVEMENT PLANS FOR: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL AS SHOWN CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. T�' THE ENCLAVE 9055-1 6�z AVE. 0.1 MILE SOUTH OF INTERSECTION WITH BRUCE SON BY: M• BY: EL CAMINO REAL. VERTICAL AS SHOWN R.C.E. NO. 48529 MASIH MAHER GLENN PRUIM NOTES, DETAILS AND SECTIONS ` - EL: 37.52 DATUM: NAVD88 ENGINEER - EXP. 6 -30 -2016 DATE: 9/1 /Is DATE: f Z� �� PLANNING CASE NO: 01 -239 TPM /TM /CDP /DR /MUP /MIN /EIA, etc. SHEET 2 OF 10 1' I - - -- - - - -- - - - - - - - -- - -. - --_ - . -.._ -- - - - - - -- --- a i t-r'�. --- - - -- -- ... -__.- --- - - --- -- -- -- - - - - -- - -- �-- - - - - -- - -- - -- - -- -- -I-- CS O � -1=- - - - i__. - ---- - -. ._.__-- -- .. -.._._ ______ - _- . -- - --- -- � - - -___ _- ...__._ -_ •'. _- - --- -- -__.-- ....... __ -- - ...__.. ___._.-i --. _._ -. ------ ....-- - > _..- Q h ?, O O' h U o Z h — V U E A NQ h EX STING GROUND -4 N b A o - \ w �¢ �U I �MWh�Oj �O°0 pI� 'OIL c _- _. ----- -- _ --_ -- ___-_ -- _ - __.--- - --._� __--- - .-- --- _ -_. -_ - 0,�_ t _h ________.. 1f p cp�1 E zk %Q 1 p c L6 24) �� + A `NUA WR h I A'' A - - -- �h 00 4 +96, 5. RT qi Z h° W o 6 er_..__ - - --- ..__._ .____ � - -- ___ - __ -I�_ / --�� -- - - - - -N + W o -- ----- -- - -- 155— . 43' -�-- , Ive 10 -- - ` -- - -- -- - --- -- -- - - -- - - _ Q'= -/� Fes._ -. - - - - - V ^__- ._+._A_._ -_ - -- -- - -- - -_. - - - - - -- -- -- - -- - -- - -.-_. - - - -- �= ti:8 r----- - - - - #- -- ® - -� -- - -- - - -- - -- - - .. - -- - -- _- - .G2 280% - - - - -- - -- - L _ _ I - - -- -- -- -- , \ \ -- _ _ -- - -- -� - - -- - - ` - -- - - -$ �-- - 00 - - - -- - -� -'- - - -- _ - - - - -- - - - -- - - -- - - - -- __ CUR RET 2 - {T- _ SI`CALE_. T7ON -- - CURB TO-6f-4 - ` o - - - - �- - - - - -- -- - - - - - -- - - - - -- o - -- _ h � cL 00 00 - a T_ -_ - A ( W� _ .� � _ o �oCi -- - - -- -- - - - - -' ^Q h h NJ U _ p - i -- "7 4 �A. IDENTICAL POINT ___ _— .�� — _ _ ._ ____ -- _ _ -- -- t--- -� -60— - IN ___ o HGL1an a Y \ IW = . 9,:) 11 CF _� rn U h O W - -' , O �o h ! ,m=9.FT /S ` z .J m joi of - . l p - -- - - - - - - - - -- -------- I- - - - - -- - _ —_- ^_ __ -.-os _.- }- - __ _._ -_ -- - -ter - +-� - -_ - - -- - -- - -- - --- -- — -- - -- - -. _. - - -- - -- �- - - -- - - - -o W - - -- - - - - - -+ A k �.- -. - -- -- - - - - - -_ - -_ ON L //E / 1 A i - EE3.02 36" RCP ® .00% 4 A^ _ -- - - - -- - - ,,; I i- A .__W - - -- - - - - -- - - - - - -- — - - -- - -- - - -_ - _ . __ 1 -- A "� T -- - --�- _ 1 3 A .. -. - ( -- _.... -- -- - - - -- - I -- ^ -- - - - - ' ._ _- - _ -- - - - - -�. - - - -__- ._' _ - - -- - - -- - = 9.20% - -� -� PR IL E T NNI� UR DRl E - a - -. � � -t I ��-�- rt a -ALE-11' ALE: ! 1 =2?O H� 5 +00 ,� 4 +00 3 +00 EX. COMIC. LU ``� �� � �_ 2 +00 SEE PLAN DETAIL 1+00 \ i — - -- - -- — _— _ —._ - SEE 9055 -G FOR SEE SHEET `t ` 1166.70 SD LINE 3= APN -2Fl2������ STORY ' I �I E{ TYPE B -1 Cl 1 ``Fl MHI { 220121.63,36.16' LT - EL CAM /NO REAL= -..- j~ O tl R `` S e ;4-6' - - - -- -- - - -- - - -- -- - - I 4 Q 8� P .5 PROP.~TYPE A 0 6 CL TYPE A 6' C.O. PER SORSD D -9 o I n I l i� ` - "A -6" C.O. PER Z oo zo Q o Z Z I °a q { r� L E a SORSD D -9 { o �.. - - - - - -- & EX. CURL? m APJV 2�2- DBD -2D NZ j 4 ( GUTTER IN WE.SIj EX. 8" PVC SEWER TO ` S s Y _�ki �; Ilmc� c� v k k; Q/ g I_ o { I E J O Z o ^ ' ' v h s ! i ' EXISTNG 2 -54" RCP _...- - - h g o `+° �� W Q ^ m a W h REAL Q PROVIDE 6" MIN. SAND PER DWG N0. 5461 -1 o m a i SIDE EL CAM /N�7 0 BE PROTECTED IN PLACE. �7 , my V 'cZ p' GRRNT of WRrER EXISTING 40 WIDE PUBLIC ROAD AND ( ,i CUSHION AT CROSSING - U 4� W r 2 o S W t , -- - - -- __..�.. U -_.__ - - 4---- W W "? W ¢1�n Z cV EASEMENT TOOMWD I ' / n l 1 .. - - _ -__ g h RECORDED SEPT. 27 2001 36 RC. P CONNECTION T /ON ) NOTE o �' oo ( Q W r REG• `1//8/201H PUBLIC U77L/IY EASEMENT PER f7LE NO. 2001 - 0699972 PLAN: O Z, DOG No. �01H- 015H9/2 - ay- I _.__ - - - - -o - - -- { WORK DONE WITHIN EL CAMINO REAL WILL �1 N _ o ___ I d SCALE. 1 10 1 BE SAWCUT AND GROUND TO THE Q ^ h 1t48.48-14.50' RT TENNIS COURT DR.= ,� `� ; .CLOSEST SKIP LINE, FOR AN .OVERLAY. DTERM /NE H LIMITS OF WORK. 1100 00 SD LINE 3 THE CITY INSPECTOR WILL TING 6NOthID CL TYPE A -4' CO., PER RSD 9-9 - -- EXIS77NG CURB & GUTTER A-6 I { V + W (� 8 { V , , EXIS77NG 8" PW SEWER r I - h A -- - - r -- _ - -- - - -- - - - n a _ -J EX /STING CURB . CL /n - - 'W or � + is1 3 VI i 21914266 EL CAM /NO REAL= - - - - - - -_1 ,( / EX. EDGE �' S S °0 2 `� o i_._._ -_1 110000 TENN /S CLUB DRIVE - - - -- {� � OF PAVEMENT tl o i A 2 �' NV - — - - -- -- - -.._ -- - EXISTING SEWER LA T. 5 00. 1 PR /S. E , CROSS UTIE . t TENN /S CLUB FOR /I!E (P BLIC� - r I L1�t t - -- < � W II _. -.. _._._.1 ! i -41,300- - - - - -- rp - CUSH /ON W - - — - -- — Z ¢ p o q m Q o EXlS77NG CURB h \ !" S EX /STING CURB 2* 37 q8 0 W o J o p c c� EXISTING 10" PVC WRIER PER Gi o v A J o W r Q h OMWD DWG NO. 507 -01 - r N O �u�m3 U m r �I O� 'n Jri Op S " o �, `� '_. , ci o W 2" GR IND /OVERLAY COMPLETE WIDTH OF TENNIS,M a°°�II° - o�� = a z `" = c , Lw CLUB DRIVE TO THE SATISFACTION OF ENGINEERING INSPECTOR. -°j -- 63. 00 63.00: �- -- €tr -- � � JG� O Wa ham i V NOTE � n °�oh '? = oo 1) PROVDE A MIN. 3' COVER ABOVE �o V = o h CIL /TE= W J EXISTING OMWD /A S. At M 2) PROTECT ALL OMWD FACILITIES DATA --- - - -- - .- .__ - - ._.- ± - -- v IN PLACE - -. O CURB DATA L/C DELTA BEARING RADIUS DISTANCE REMARKS 1 80'18'03" - 28.00' 39.24' 6" CURB AND GUTTER (G -2) 2 91'14'21" - 28.00' 44.59' 6" CURB AND GUTTER G -2 L/C DELTA BEARING RADIUS DISTANCE REMARKS 1 - N00'40'20 "E - 389.55' CL BERRYMAN CANYON ROAD 2 - N89'09'05"W - 415.22' 1 f TENNIS CLUB DRIVE h , i PROFILE: STORM DRAIN L INE 3 0 STORM DRAIN DATA EL CAMINO REAL )f �ff Civil Engineering • Environmental SCALE: 1 "= 20' 2442 Second Avenue San Diego, CA 92101 N0. DELTA BEARING RADIUS DISTANCE TYPE REMARKS 1 - N 89'09'27" W - 113.02' 36" RCP (1350 -D) PUBLIC 2 - N 89'09'27" W - 150.96' 36" RCP (1350 -D) PUBLIC 3 - N 76'15'45" E - 57.44' 36" RCP (1350 -D) 44 PUBLIC 4 - N 00'11'22" W - 24.03' 36" RCP (1350 -D) # PUBLIC 5 25'51'31" - 50.00' 22.57' 36" RCP (1350 -D)* a� PUBLIC 6 - N 25'40'09" E - 15.25' 36" RCP (1350 -D) PUBLIC SCALE.- I =20'(H.), 1 "=4' (V.) ❑ SEWERLINE DATA O WATERLINE DATA (619)232 -9200 (619)232 -9210 Fax o 10 20 40 so # BEVELED DEFLECTIONS REQUIRED Consultants, Inc . a� L/C DELTA BEARING RADIUS DISTANCE USE SHORTER PIPE LENGTHS AS NEEDED TO MINIMIZE THE AMOUNT OF OPEN TRENCH. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. % N CITY OF ENCINITAS ENC -38 PLANS PREPARED UNDER SUPERVIS OF RECOMMENDED .�QO APPROVED PUBLIC & PRIVATE IMPROVEMENT PLANS FOR: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1 " =20' _ CURB INLET ON THE EAST SIDE OF MANCHESTER DATE: AVE. 0.1 MILE SOUTH OF INTERSECTION WITH BRUCE A:- ROB ON BY: /0, BY: THE ENCLAVE 9055-1 EL CAMINO REAL. VERTICAL 1 " =4' R.C.E. N0. 48529 MASIH MA ER GLENN PRUIM _ TENNIS CLUB DRIVE EL: 37.52 DATUM: NAVD88 ENGINEER EXP. 6 -30 -2016 DATE: q/2/ 15 DATE: 1/ /S PLANNING CASE NO: 01 -239 TPM /TM /CDP /DR /MUP /MIN /EIA, etc. SHEET 3 OF 10 L/C DELTA BEARING RADIUS DISTANCE REMARKS - N89'09'05"W - 1 - N89'09'05'V - 35.50' 8" PVC- SDR -35 PUBLIC 2 - N89'09'05)U - 149.43' 8" PVC- SDR -35 PUBLIC O WATERLINE DATA (619)232 -9200 (619)232 -9210 Fax o 10 20 40 so # BEVELED DEFLECTIONS REQUIRED Consultants, Inc . a� L/C DELTA BEARING RADIUS DISTANCE USE SHORTER PIPE LENGTHS AS NEEDED TO MINIMIZE THE AMOUNT OF OPEN TRENCH. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. % N CITY OF ENCINITAS ENC -38 PLANS PREPARED UNDER SUPERVIS OF RECOMMENDED .�QO APPROVED PUBLIC & PRIVATE IMPROVEMENT PLANS FOR: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1 " =20' _ CURB INLET ON THE EAST SIDE OF MANCHESTER DATE: AVE. 0.1 MILE SOUTH OF INTERSECTION WITH BRUCE A:- ROB ON BY: /0, BY: THE ENCLAVE 9055-1 EL CAMINO REAL. VERTICAL 1 " =4' R.C.E. N0. 48529 MASIH MA ER GLENN PRUIM _ TENNIS CLUB DRIVE EL: 37.52 DATUM: NAVD88 ENGINEER EXP. 6 -30 -2016 DATE: q/2/ 15 DATE: 1/ /S PLANNING CASE NO: 01 -239 TPM /TM /CDP /DR /MUP /MIN /EIA, etc. SHEET 3 OF 10 REMARKS 1 - N89'09'05"W - 14.48' 10" PVC - DR 18 PUBLIC 400.00' 1 17 0 - -SFA 3+8 LP_VL_ 45LEV._14r G1 =4.97% h (A C" FL CURB (5150 - 9*48.92) = � ELEV. - 0.33' (LT CURB) FS CURB = C ELEV. t 0.24' (RT. CURB) EXCEPT WHERE OTHERWISE NOTED 160- QD (j _._. _____._. _ __v- RCP S� " 1 � 150 - S _- - - -- -- _ _ V 120.49' 8" SEWER tr t �. J O • p A ,m i 50.0' vc ? -lU - 2. PVl EELEV 168.54' -_j r lffl_ey &KALAt �__. _ _.__ !n n b - - -- O h h O - N*4 -- 116.36E h W h , r� "- 20XH. ). 1 " -4' 36 "IRCP SD 0 80. 0' vc PV1 3<'TA 9 +29 PV1 E'LEV 169. 15' 9+00. 5.5' RT - 1- - - - - -- - - -ate- - 165.0! M.A.R. Co o 8 j0. ASSY. 10" MATER EAV CAP_ _ _+(1. .__.__. - -�i EXIST 6 NOTE.- SEE 10013 -/ FOR SEWER EXTENSION h ;e o, I tnQ `.9 'IG DELTA BEARING SCAL 1 " 20 1 " -4 1 - _h - 13.09' q BERRYMAN CANYON ROAD 2 11'53'28" - 400.00' 83.02' q BERRYMAN CANYON ROAD 3 - N 7'31'43" W J, 69.74' I 4 8'23'40" - 200.00' 29.30' (L BERRYMAN CANYON ROAD 0 80. 0' vc PV1 3<'TA 9 +29 PV1 E'LEV 169. 15' 9+00. 5.5' RT - 1- - - - - -- - - -ate- - 165.0! M.A.R. Co o 8 j0. ASSY. 10" MATER EAV CAP_ _ _+(1. .__.__. - -�i EXIST 6 NOTE.- SEE 10013 -/ FOR SEWER EXTENSION h ;e o, I tnQ `.9 'IG g � � � I 7.50 15' VC 30.26' =-3.53% - = -O.92% 6 +00 7 +00 8 +00 9 +00 10 +00 SEE SHEET 6 GRANT of wArMR ZA8W {"r GRANT OF WATER TO OMWO ro oM REG WO • vASBMENT y /�e /aa1N Doc, 140. 2414-016 V411 Rg 0. q11919,014 L 8163.53, 42.07' LT BERRYMAN CANYON ROAD = 00G No. 2p 1i -0Isg9ta, I 8139. 53, 41.93' LT BERRYMAN CANYON ROAD = 515 7.90, 12.00' LT ENCLAVE COURT 40' EASEMENT AND RIGHT -OF 5 +58.10, 12.00' RT ENCLAVE COURT : PCR, ROLLED CURB WAY FOR ROAD & UTILITY VARIABLE WIDTH ROAD & UTILITY EASEMENT PCR, ROLLED CURB PURPOSES RECORDED MARCH 5, REC. 6 -1 -62, FILE NO. 94045 O.R. I 2013, FILE NO. 2013 - 0141727. APJV 2, 2_� AP/V 262-0✓F'JJ/ h o f j V - ^" o v 2-8.0. ASSY. AD✓ACENT i " h N PRIVATE IMPROVEMENT AND ACCESS °• / o _" (� (g ° \ ° ° TO S.D. INLET V o SUBOMSION - o fWA ASEMENT AG REEMENT REC. DEC. 3 a' I' aBOUNDARY c 012 AS DOC. N0. 2 012 - 0 75648 7. o g y -SEE GRADING PLAN 9055 -G FOR EXISTING 20' EASEMENT . o; '� o h S70RM DR4 /N FACILITIES TO OMWD PER F P y JW _^�t� "i / TER EASEMENT REC. ° �� h ti - h � rn o -- - - " o 76620, REC 5 -03 -61 -- - -- �°� n -- - - - - -Y 06 2014, DOC. N0.- --- - - - - -- a m " m a --- - - - - -- SEESHEET7 14- 0183512, OR - FOR DETAIL Z 6 7 .,:._ - l - ZZI LOT LINE _ - _ / - _ 11 12 - - - - -- -- 0 DATA L/C DELTA BEARING SCAL 1 " 20 1 " -4 1 - N 04'21748" E - 13.09' q BERRYMAN CANYON ROAD 2 11'53'28" - 400.00' 83.02' q BERRYMAN CANYON ROAD 3 - N 7'31'43" W J, 69.74' I 4 8'23'40" - g � � � I 7.50 15' VC 30.26' =-3.53% - = -O.92% 6 +00 7 +00 8 +00 9 +00 10 +00 SEE SHEET 6 GRANT of wArMR ZA8W {"r GRANT OF WATER TO OMWO ro oM REG WO • vASBMENT y /�e /aa1N Doc, 140. 2414-016 V411 Rg 0. q11919,014 L 8163.53, 42.07' LT BERRYMAN CANYON ROAD = 00G No. 2p 1i -0Isg9ta, I 8139. 53, 41.93' LT BERRYMAN CANYON ROAD = 515 7.90, 12.00' LT ENCLAVE COURT 40' EASEMENT AND RIGHT -OF 5 +58.10, 12.00' RT ENCLAVE COURT : PCR, ROLLED CURB WAY FOR ROAD & UTILITY VARIABLE WIDTH ROAD & UTILITY EASEMENT PCR, ROLLED CURB PURPOSES RECORDED MARCH 5, REC. 6 -1 -62, FILE NO. 94045 O.R. I 2013, FILE NO. 2013 - 0141727. APJV 2, 2_� AP/V 262-0✓F'JJ/ h o f j V - ^" o v 2-8.0. ASSY. AD✓ACENT i " h N PRIVATE IMPROVEMENT AND ACCESS °• / o _" (� (g ° \ ° ° TO S.D. INLET V o SUBOMSION - o fWA ASEMENT AG REEMENT REC. DEC. 3 a' I' aBOUNDARY c 012 AS DOC. N0. 2 012 - 0 75648 7. o g y -SEE GRADING PLAN 9055 -G FOR EXISTING 20' EASEMENT . o; '� o h S70RM DR4 /N FACILITIES TO OMWD PER F P y JW _^�t� "i / TER EASEMENT REC. ° �� h ti - h � rn o -- - - " o 76620, REC 5 -03 -61 -- - -- �°� n -- - - - - -Y 06 2014, DOC. N0.- --- - - - - -- a m " m a --- - - - - -- SEESHEET7 14- 0183512, OR - FOR DETAIL Z 6 7 .,:._ - l - ZZI LOT LINE _ - _ / - _ 11 12 - - - - -- -- 0 DATA L/C DELTA BEARING RADIUS DISTANCE REMARKS 1 - N 04'21748" E - 13.09' q BERRYMAN CANYON ROAD 2 11'53'28" - 400.00' 83.02' q BERRYMAN CANYON ROAD 3 - N 7'31'43" W - 69.74' CL BERRYMAN CANYON ROAD 4 8'23'40" - 200.00' 29.30' (L BERRYMAN CANYON ROAD 5 - N 0'52'29" E - 106.25' BERRYMAN CANYON ROAD 6 - N 0'52'29" E - 151.80' BERRYMAN CANYON ROAD - - 1 EXIST. W00 N FENC „� II - CURB DATA - .._ -- - 1 / t 0 PROTECT IN PLACE V � I. . W - -- - - - W M - - _ - - - - - m :m ,� ° �3 2 _ h S _ EX /STING 6' STEEL WATER Al /N _ -i -- - - - - -_ _.._ _ _______. -- - -.- ROAD & UT/L/IY EASEMENT J o I Z ° �(_ 1 o J W j o ^ h Q ;�'1°' o ° -PER OMWD DWG 5515 A -27 _- c� �, REC. 9- 19 -62, c� o� o = J -------- - -- - -- ~ _ /ST. BROW DITCH EXIST. WOODEN FENCE Z J Z J FILE N0. 161482 O.R. II �' "` ° ° h e° 'Qi _ c� h h v, A .PN JFid�1J�/J-0 PROTECT IN PLACE TYP - -- _ PUBLIC EASEMENT FOR PRIVATE STREET° -- ( ) oar \2� REC. MARCH 4, 2014, DOG. N0. c4 "� Z ` m ° f � j~ h I v 2014- 0086716 2 „. W' m W e p EXjST. RET WALL 1 ' �' W m ' ' ° - -� l i G Q J •I- Q J $'1' 1� l :� 00 a O� R h h N m3Vj I n 3�I �tlh AP/V1 %612 - 080-2) APJY 262-090 -07 EXIST. BUILDING 6 I t �� ❑ SEWERLINE DATA Ih, Q WATERLINE DATA *USE 10' PIPE LENGTHS i `i ?= L/C DELTA BEARING RADIUS DISTANCE REMARKS I 1 - N 04'21'48" E - 13.09' 8" PVC- SDR -35 PUBLIC :Civil Engineering • Environmental 2 08'05'30" - 394.50' 55.71' 8" PVC- SDR -35 PUBLIC 3 03'04'27" - 394.50' 21.17' 8" PVC- SDR -35 PUBLIC 2442 Second Avenue 4 T31'43 ° -W - 82.33' 8" PVC- SDR -35 PUBLIC SCALE. 1 20' San Diego, CA 92101 (619)232 -9200 (619)232 -9210 Fox 5 - S 0'52'29" W ' - 116.36' 8" PVC- SDR -35 PUBLIC Consultants, Inc. 6 - S 0.07'43" W - 127.91' 8" PVC- SDR -35 PUBLIC 0 10 20 40 60 L/C DELTA BEARING RADIUS DISTANCE REMARKS 1 - N 4'21'48" E - 13.09' 10" PVC -DR 18 PUBLIC 2 11'53'28" - 405.50' 84.16' * 10" PVC -DR 18 PUBLIC 3 - N 7'31'40" W - 69.74' 10" PVC -DR 18 PUBLIC 4 8'24'09" 1 194.50' 28.52' * 10" PVC -DR 18 PUBLIC 5 - N 0'52'29" E - 97.24' 10" PVC -DR 18 PUBLIC 6 - N 0'52'29" E - 155.12' 10" PVC -DR 18 PUBLIC L/C DELTA BEARING RADIUS DISTANCE REMARKS 1 - N 04'21'48" E - 13.09 6" ROLLED CURB & GUTTER (G -4, TYPE A) 2 11'53'28" - 388.00 80.53 6" ROLLED CURB & GUTTER (G -4, TYPE A) 3 - N 7'31'40" W - 69.74' 6" ROLLED CURB & GUTTER (G -4, TYPE A) 4 8'24'09" - 212.00' 31.09' 6" ROLLED CURB & GUTTER (G -4, TYPE A) 5 - N 0'52'29" E - 64.35' 6" ROLLED CURB & GUTTER (G -4, TYPE A) 6 89'51'42" - 30.00' 47.05 6" ROLLED CURB & GUTTER (G -4, TYPE A) 7 90'08'18" - 30.00' 47.20' 6" ROLLED CURB & GUTTER (G -4, TYPE A) 8 - N 0'52'29" E - 55.39' 6" ROLLED CURB & GUTTER (G -4, TYPE A) 9 - N 938'38" W - 10.00' TRANSITION ROLLED CURB TO FLUSH CURB 10 - N 0'38'38" W - 5.12' 6 "X16" PCC FLUSH CURB 11 - N 0'38'38" W - 10.00' TRANSITION FLUSH CURB TO C &G G -2 12 - N 0'38'38" W - 8.03' 6" CURB & GUTTER (G -2) 13 - N 1'44'39" W - 40.27' 6 "X16" PCC FLUSH CURB 14 - N 0'52'29" E - 195.83' 6 "X16" PCC FLUSH CURB 15 8'24'09" - 188.00' 27.57' 6 "X16" PCC FLUSH CURB 16 - N 7*31'40" W - 69.74' 6 "X16" PCC FLUSH CURB 17 N 7'31'40" W - 412.00' 85.51' 6 "X16" PCC FLUSH CURB 18 - N 4'21'48" E - 13.09' 6 "X16" PCC FLUSH CURB REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. A$- Auwr CITY OF ENCINITAS ENC -38 PLANS PREPARED UNDER SUPERVIS ON OF RECOMMENDED APPROVED PUBLIC & PRIVATE IMPROVEMENT PLANS FOR: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1 " =20' CURB INLET ON THE EAST SIDE OF MANCHESTER DATE: BY. �� THE ENCLAVE AVE. 0.1 MILE SOUTH OF INTERSECTION WITH BRUCE A. ON BY, 9055-1 EL CAMINO REAL. VERTICAL 1 " =4' ENGINEER _ 6 -30 -2016 R.C.E. NO. 48529 MASIH MAHER GLENN PRUIM BERRYMAN CANYON ROAD EL: 37.52 DATUM: NAVD88 EXP. DATE: CA 13 /1S DATE: PLANNING CASE No: 01 -239 TPM /TM /CDP /DR /MUP /MIN /EIA, etc. SHEET 5 OF 10 FL CURB (1 *84.19 - 5t5790)= f ELEV. - 0.33' (LT CURB) 4YI. VC FL CURB (1153.99 - ..4168.52) = ELEV. - 0.49' (RT. CURB) FL CURB (4 *95.85 - 5158.10) = Q ELEV. - 0.33' (RT. CURB) EXCEPT WHERE OTHERW /SE NOTED PV/ ELE , 201 45' V r_ -_ _. -_ -- -- ___ - -- _ -- _ -- __- _._ .. -_._. I END CAP 8" PVC ^ 200- WATER M'I IN _ ( ^ 197 42- $- ___� . . - - - -- N rn - -_ _fNISH GRADE t-- TOP OF 6" ^ _. PVC WATER -- _ I �co TOO Cr 8" � EXISTING GR _ ____.__,__I p � � � _ PV • WATER ^ �o \ �o S \ p F ^ ^, N O W 180 N ^ h h \ l _ __ _ . ____ .___._ ___ _ _ -- _._ _ _ __- i � ^ O O 170 -S A 564: 00 __ PYI._ EY- _175_.45! G7 *--7.35X O._N --- - _ A- LQ 00-N PVC WATER IN .._._.__ ­-1---l-11-- ____ _ ._ ----- -- ----- _ __.y _ ^ ^ ^ 1 v ^ 2 44.0' VC OVA _ _s PVI ELEV 169.70' ^ . 50X a rn^ r �c�cE. -�r� �: 1 =4 v- I , SCALE �1 =20 �H I 1+00 2 +00 3 +00 4 +00 a W 5 +00 ° o J P 6+00 I Q w „I i 1 5 *79102 SEE GRADING P LAN 9055 - G FOR v 0 i - o o SURVEY M O NUMENT STORM DRAIN FACILITIES ° ° PER M- 10 of S (s 7.5' GENERAL UTILITY 4 -4& 1) 50 ENCLAVE COURT= m EASEMENT PER MAP 8151.44,5.50' LT BERRYU4N CANYON ROAD a j a0 C-i y i h ' I ' ICL B) PER RSD SM-02 a 6 8 k L ° TNT 3 6*00.00 ENCL AVE COURT= � p N 6 5 S *51.42 BERRYAMN CANYON ROAD W I of o O p C y o o � w N, * Q a 3 4 v v w N S �, 3 w S «, ^ y 5 n ,� ° at 6 y 8142.41 5.50' RT SERRYMAN CANYON ROAD= 0 3 0 r' J W 3 0 \ 13 �°� I -W 6 *05.47 ENCLAVE COURT gl . � ao � C7 � O ^ �� - E)z N A 3 W12 MAR.'S, 1 -8" FLGXP /0 GV, R� i s o n ti 4 }DD rk 11 o°S 10 1 -10" FLGXPAO GV, 1 -10" FLG tz GV W 110" BLIND FLG, THRUST BLOCK PER OMWD STD DWG D / Y A Q 51"96.63 9.0' RT, ENCLAVE COURT I ', 2 B.O. W 112400 S o COURT 3 I h h �, \• I SEE SHEET 5 0 oa o ^ N� E CLAW E ���� h o I� II PAZ W ^� O o V N 0 I I O FOR CONTINUATION I 18 3 iN _ I I i �- w O O C^ n Z I_ S Z =O UW 'I' COQ h� o I I w R I ill �S I v O W a �o ono m� va © 3 Z�= Qz 9Q \° w w a �� „;� „*, a3�� j O CURB DATA g LZ 4. Q °o v 0 3� v S a S o g 47' OMWD WATER EASEMENT, I I I CNI Q S 4o Z o �I o p ^ o o `' h $ = o°o ' ® h o -* Z REC. APRIL 18, 2014 DOC. 0 Z W^ N W o v .� a 2 g ° NO. 2014 - 0154911 7.5' GENERAL UTILITY EASEMENT PER MAP I 24' -32' PUBLIC EASEMENT FOR # Og h w ^' o PRIVATE STREET PER MAP ,9 WATERLINE DATA USE 10' PIPE LENGTHS * LIZ (n ,w Q DATA NOTE- CONTRACTOR TO INSTALL FOR EACH FIRE HYDRANT A TWO SIDED "BLUE DOT" REFLECTIVE MARKER 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. Civil Engineering - Environmental 2442 Second Avenue SCALE: 1 "= 20' ftn S D• CA 92101 an sego, (619)232 -9200 (619)232 -9210 Fax 0 10 20 40 60 Consultants, Inc. L/C DELTA BEARING RADIUS DISTANCE REMARKS W - N 01'00'48" E - 10.00' CE ENCLAVE COURT 2 - N 86'36'24" W - 148.56' CE ENCLAVE COURT 3 h d 500.00' 132.77' CL ENCLAVE COURT 4 h N 78'10'43" E - 29.73' CE ENCLAVE COURT 5 12'50'05" 18 1 300.00' 1 67.20' ( ENCLAVE COURT 6 - N 88'59'12" W I - 1 95.04' CL ENCLAVE COURT PVC DR 18 PUBLIC r �c�cE. -�r� �: 1 =4 v- I , SCALE �1 =20 �H I 1+00 2 +00 3 +00 4 +00 a W 5 +00 ° o J P 6+00 I Q w „I i 1 5 *79102 SEE GRADING P LAN 9055 - G FOR v 0 i - o o SURVEY M O NUMENT STORM DRAIN FACILITIES ° ° PER M- 10 of S (s 7.5' GENERAL UTILITY 4 -4& 1) 50 ENCLAVE COURT= m EASEMENT PER MAP 8151.44,5.50' LT BERRYU4N CANYON ROAD a j a0 C-i y i h ' I ' ICL B) PER RSD SM-02 a 6 8 k L ° TNT 3 6*00.00 ENCL AVE COURT= � p N 6 5 S *51.42 BERRYAMN CANYON ROAD W I of o O p C y o o � w N, * Q a 3 4 v v w N S �, 3 w S «, ^ y 5 n ,� ° at 6 y 8142.41 5.50' RT SERRYMAN CANYON ROAD= 0 3 0 r' J W 3 0 \ 13 �°� I -W 6 *05.47 ENCLAVE COURT gl . � ao � C7 � O ^ �� - E)z N A 3 W12 MAR.'S, 1 -8" FLGXP /0 GV, R� i s o n ti 4 }DD rk 11 o°S 10 1 -10" FLGXPAO GV, 1 -10" FLG tz GV W 110" BLIND FLG, THRUST BLOCK PER OMWD STD DWG D / Y A Q 51"96.63 9.0' RT, ENCLAVE COURT I ', 2 B.O. W 112400 S o COURT 3 I h h �, \• I SEE SHEET 5 0 oa o ^ N� E CLAW E ���� h o I� II PAZ W ^� O o V N 0 I I O FOR CONTINUATION I 18 3 iN _ I I i �- w O O C^ n Z I_ S Z =O UW 'I' COQ h� o I I w R I ill �S I v O W a �o ono m� va © 3 Z�= Qz 9Q \° w w a �� „;� „*, a3�� j O CURB DATA g LZ 4. Q °o v 0 3� v S a S o g 47' OMWD WATER EASEMENT, I I I CNI Q S 4o Z o �I o p ^ o o `' h $ = o°o ' ® h o -* Z REC. APRIL 18, 2014 DOC. 0 Z W^ N W o v .� a 2 g ° NO. 2014 - 0154911 7.5' GENERAL UTILITY EASEMENT PER MAP I 24' -32' PUBLIC EASEMENT FOR # Og h w ^' o PRIVATE STREET PER MAP ,9 WATERLINE DATA USE 10' PIPE LENGTHS * LIZ (n ,w Q DATA NOTE- CONTRACTOR TO INSTALL FOR EACH FIRE HYDRANT A TWO SIDED "BLUE DOT" REFLECTIVE MARKER 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. Civil Engineering - Environmental 2442 Second Avenue SCALE: 1 "= 20' ftn S D• CA 92101 an sego, (619)232 -9200 (619)232 -9210 Fax 0 10 20 40 60 Consultants, Inc. L/C DELTA BEARING RADIUS DISTANCE REMARKS 1 - N 01'00'48" E - 10.00' CE ENCLAVE COURT 2 - N 86'36'24" W - 148.56' CE ENCLAVE COURT 3 15'12'53" - 500.00' 132.77' CL ENCLAVE COURT 4 - N 78'10'43" E - 29.73' CE ENCLAVE COURT 5 12'50'05" 18 1 300.00' 1 67.20' ( ENCLAVE COURT 6 - N 88'59'12" W I - 1 95.04' CL ENCLAVE COURT L/C DELTA BEARING BEARING DISTANCE RADIUS DISTANCE - REMARKS - 1 - N 86'36'24" W - 60.00' 6" PVC DR 18 PUBLIC 2 - N 86'36'24" W - 95.25' 8" PVC DR 18 PUBLIC 3 15'12'53" 6 - S 88'59'12" E 511.00' 135.70' 8" PVC DR 18 PUBLIC 4 - N 78'10'43" E - 48.75' 8" PVC DR 18 PUBLIC 5 12'50'05" 10 - S 8859'12" E 200.00' 44.80' * 8" PVC DR 18 PUBLIC 6 - N 88'59'12" W - 101.80' 8" PVC DR 18 PUBLIC SEWERLINE DATA L/C DELTA BEARING RADIUS DISTANCE REMARKS 1 - N 86'36'24" W - 145.86' 8" PVC- SDR -35 PUBLIC 2 14'55'42" - 500.00' 130.27' 8" PVC- SDR -35 PUBLIC 3 - N 78'10'43" E - 48.75' 8" PVC- SDR -35 PUBLIC 4 12'50'05" - 200.00' 44.80' 8" PVC- SDR -35 PUBLIC 5 - N 8859'12" W - 101.80' 8" PVC- SDR -35 PUBLIC L/C DELTA BEARING RADIUS DISTANCE REMARKS 1 - S 8636'24" E - 91.06' 6" ROLLED CURB & GUTTER G -4, TYPE A 2 15'12'53" - 488.00' 129.59' 6" ROLLED CURB & GUTTER G -4, TYPE A 3 - N 78'10'43" E - 29.73' 6" ROLLED CURB & GUTTER G -4, TYPE A 4 12'50'05" - 312.00 69.89' 6" ROLLED CURB & GUTTER G -4, TYPE A 5 - S 88759'12" E - 8.04' 6" ROLLED CURB & GUTTER G -4, TYPE A 6 - S 88'59'12" E - 5.00' TRANSITION ROLLED CURB TO 6" CURB 7 - S 88'59'12" E - 5.00' TRANSITION 6" CURB TO ROLLED CURB 8 - S 88'59'12" E - 20.40' 6" ROLLED CURB & GUTTER G -4, TYPE A 9 - S 8859'12" E - 5.00' TRANSITION 6" CURB TO ROLLED CURB 10 - S 8859'12" E - 5.00' TRANSITION ROLLED CURB TO 6" CURB 11 - N 8859'12" W - 28.64' 6" ROLLED CURB & GUTTER G -4, TYPE A 12 1'44'24" - 288.00' 8.75' 6" ROLLED CURB & GUTTER G -4, TYPE A 13 26'15'46" - 18.00' 8.25' 6" ROLLED CURB & GUTTER G -4, TYPE A 14 - S 63'00'38" W - 12.48' 6" ROLLED CURB & GUTTER G -4, TYPE A 15 21'02'31" - 18.00' 6.61' 6" ROLLED CURB & GUTTER G -4, TYPE A 16 552'26" - 280.00' 28.70' 6" ROLLED CURB & GUTTER G -4, TYPE A 17 - N 78'10'43" E - 29.73' 6" ROLLED CURB & GUTTER G -4, TYPE A 18 15'20'41" - 520.00' 138.09' 6" ROLLED CURB & GUTTER G -4, TYPE A 19 - N 86'36'24" W - 121.26' 6" ROLLED CURB & GUTTER G -4, TYPE A REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. CITY OF ENCINITAS ENC -38 PLANS PREPARED UNDER SUPERVISIQN qF RECOMMENDED APPROVED PUBLIC & PRIVATE IMPROVEMENT PLANS FOR: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1 " =20' A. BRUCE l ¢ 9055-1 CURB INLET ON THE EAST SIDE OF MANCHESTER DATE: BY. '/1'1 M 1 BY* /� THE ENCLAVE AVE. 0.1 MILE SOUTH OF INTERSECTION WITH BR T ON 48529 PEPPER TREE VALLEY LANE EL CAMINO REAL. VERTICAL 1 " =4' R.C.E. NO. MASIH MAHER GLENN PRUIM EL: 37.52 DATUM: NAVD88 ENGINEER EXP. 6 -30 -2016 DATE: 11/3/15 DATE: PLANNING CASE NO: 01 -239 TPM /TM /CDP /DR /MUP /MIN /EIA, etc. SHEET 6 OF 10 I r e c 152 144 140 136 132 128 12+ 120 10 +00 _ "AS- Bui/.T' " 11+00 P1?0F1tE: ST®RM DRAIN LIVE' J EL CAM /NO RE-AL SCALE: 11)::20'(H.)) 1 "= 4' = m W ° LZ z Q t° h o� �� zz 00 en �- �v 152 148 144 140 136 132 128 124 120 11+75 ( SEZ 8H4jEr 3 Po►2 AS-Bu//-r PkAN VIEW) a moo- Q.h� IWop!nOvn v�AornW�°rn W'Z 91-81.83, 7.19'LT �j W °� ° a m 1z 8' SEWER ENO CAP RADIUS om REMARKS ^� 2438'17" - 30.00' 12.90' 6" ROLLED CURB & GUTTER G -4, TYPE A CUT & END CAP 265'37'37" - 36.00' - - - - - - EXIST. 6' WTR 3 60'59'20" - 30.00' MAIN ik � � V IS rs - - -- - rN ry hh ov5; GROUND rs rr too 4@ ' JOINT r UTILIT Uk 6'0 I TRENCH o c r'a I I 8" SE`NER CLEAR) EX SEWER 1.3' CLEAR��o m Q! 1. Or J6 k>rF 1 OW Bm h b 10 +00 _ "AS- Bui/.T' " 11+00 P1?0F1tE: ST®RM DRAIN LIVE' J EL CAM /NO RE-AL SCALE: 11)::20'(H.)) 1 "= 4' = m W ° LZ z Q t° h o� �� zz 00 en �- �v 152 148 144 140 136 132 128 124 120 11+75 ( SEZ 8H4jEr 3 Po►2 AS-Bu//-r PkAN VIEW) EXIST. 6' STEEL WATER MAIN ' TO BE REMOVEDS T — 10 +00 ARE ROAD EXIST. 6" STEEL WATER MAIN W 1 I f W� _ - -1 -w - PER OMWD DWG 5515-A-27 A EXIST. DIRT ROAD 10" WATER PER 10349 -G _ � U V y � - z 2 tz� p Z Q) h O O � °moo• ,� � ^ U � ° o ^ o o a 0 0, N o v E2 E2 o o 'N N 2N'N N N p I ROAD TRANSITION DETAIL - BERMIIVAN CANYON RD. SCALE- 1° =20' f) -- - __._.. ____ _ __._� " PVI STA +23.28 12 90 1 "PVC ELEV {20 001 - _ _ _ __ -- �______ _m G2+08, 27X -- - - - -- ' EXISTING GROUND LZ k i O i pj U - -- — - - -- �0- -- - -°- Q -- __._ .__ .. „___ O - -._ O .__.._.� -O V V - - - - - �\ _...._ Qj N W �r RaV rn �N QD _ _._._.� I _ N - _ __ _ -._ -_ -- __ _. 1 FLOW L / �S -- -- - - - -- I � 4 3p I 4--_.__._. _ -- _. _ - ------- _.___ . - - - -- . _._ I I I I SCALE.- I t 1+00 2 +00 3 +00 FLOW LINE as FL ELEV. PER—,-' CURB TRANSITION PROFILE ON THIS SHEET ROLLED CURB — .PER STANDARD DWG G -4 TYPE A a 6'16" FLUSH CURB ROLLED CURB TRANSITION TO FLUSH CURB NOT TO SCALE 0, O 1 *41.48, 22.73' RT PRO 1 *53.99, 20.00' RT VVXA I !+851.19 121 gT. I j SEE GRADING PLAN 9055 -0 FOR' - °� STORM DRAIN FACILITIES o 5 II I 1*57.96, 27.45' LT I PRC GUARD POSTS PER O.M.W.D. STD. DWG. E -1.4 .19, 00 AS R U/i r F. N • TO Sly SEE SHEET 6 SIDE OF STREET O CURB DATA L/C a moo- Q.h� IWop!nOvn v�AornW�°rn W'Z 91-81.83, 7.19'LT �j W °� ° a m 1z 8' SEWER ENO CAP RADIUS om REMARKS ^� 2438'17" - 30.00' 12.90' 6" ROLLED CURB & GUTTER G -4, TYPE A CUT & END CAP 265'37'37" - 36.00' - - - - - - EXIST. 6' WTR 3 60'59'20" - 30.00' MAIN 6" ROLLED CURB & GUTTER G -4, TYPE A EXIST. 6' STEEL WATER MAIN ' TO BE REMOVEDS T — 10 +00 ARE ROAD EXIST. 6" STEEL WATER MAIN W 1 I f W� _ - -1 -w - PER OMWD DWG 5515-A-27 A EXIST. DIRT ROAD 10" WATER PER 10349 -G _ � U V y � - z 2 tz� p Z Q) h O O � °moo• ,� � ^ U � ° o ^ o o a 0 0, N o v E2 E2 o o 'N N 2N'N N N p I ROAD TRANSITION DETAIL - BERMIIVAN CANYON RD. SCALE- 1° =20' f) -- - __._.. ____ _ __._� " PVI STA +23.28 12 90 1 "PVC ELEV {20 001 - _ _ _ __ -- �______ _m G2+08, 27X -- - - - -- ' EXISTING GROUND LZ k i O i pj U - -- — - - -- �0- -- - -°- Q -- __._ .__ .. „___ O - -._ O .__.._.� -O V V - - - - - �\ _...._ Qj N W �r RaV rn �N QD _ _._._.� I _ N - _ __ _ -._ -_ -- __ _. 1 FLOW L / �S -- -- - - - -- I � 4 3p I 4--_.__._. _ -- _. _ - ------- _.___ . - - - -- . _._ I I I I SCALE.- I t 1+00 2 +00 3 +00 FLOW LINE as FL ELEV. PER—,-' CURB TRANSITION PROFILE ON THIS SHEET ROLLED CURB — .PER STANDARD DWG G -4 TYPE A a 6'16" FLUSH CURB ROLLED CURB TRANSITION TO FLUSH CURB NOT TO SCALE 0, O 1 *41.48, 22.73' RT PRO 1 *53.99, 20.00' RT VVXA I !+851.19 121 gT. I j SEE GRADING PLAN 9055 -0 FOR' - °� STORM DRAIN FACILITIES o 5 II I 1*57.96, 27.45' LT I PRC GUARD POSTS PER O.M.W.D. STD. DWG. E -1.4 .19, 00 AS R U/i r F. N • TO Sly SEE SHEET 6 SIDE OF STREET O CURB DATA L/C DELTA BEARING RADIUS DISTANCE REMARKS 1 2438'17" - 30.00' 12.90' 6" ROLLED CURB & GUTTER G -4, TYPE A 2 265'37'37" - 36.00' 166.90' 6" ROLLED CURB & GUTTER G -4, TYPE A 3 60'59'20" - 30.00' 31.93" 6" ROLLED CURB & GUTTER G -4, TYPE A Civil Engineering • Environmental 2442 Second Avenue San Diego, CA 92101 (619)232 -9200 (619)232 -9210 Fax COns�uC an s, Inc. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. S' Suar CITY OF ENCINITAS ENC -38 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED � APPROVED PUBLIC & PRIVATE IMPROVEMENT PLANS FOR: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1 " =20' CURB INLET ON THE EAST SIDE OF MANCHESTER BRUCE A SON DATE: Zoe / THE ENCLAVE 9055-1 AVE. 0.1 MILE SOUTH OF INTERSECTION WITH 48529 BY: / ✓ " /� ' BY: CUL-DE-SAC EL CAMINO REAL. VERTICAL 1 " =4' R.C.E. NO. MASIH MAHER GLENN PRUIM ENGINEER EL: 37.52 DATUM: NAVD88 EXP. 6 -30 -2016 DATE: Q /3 /IS DATE: 2/lS PLANNING CASE No: 01 -239 TPM /TM /CDP /DR /MUP /MIN /EIA, etc. SHEET 7 OF 10 Civil Engineering • Environmental 2442 Second Avenue San Diego, CA 92101 (619)232 -9200 (619)232 -9210 Fax Consultants, Inc. LINUINI I AJ rIKL ULV'AK I MLIN I REVIEWED BY: (el foils DATE: n� GENERAL NOTES 1. ALL TRAFFIC STRIPES, LEGENDS, AND MARKINGS SHALL BE PER CALTR4NS STANDARD PLANS A20A A200 (LATEST EDITION). 2 PAINTING PROCEDURES FOR STRIPING, LEGENDS, AND MARKINGS SHALL BE PER THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- (LATEST EDITION). J. ALL STRIPING AND MARKINGS SHALL BE MARKED OUT INSPECTED, AND APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION. 4. ALL CONFLICTING STRIPING AND MARKINGS SHALL BE REMOWD BY WET SANDBLASTING METHODS ONLY SCALE: 1 "= 50' 0 25 50 100 150 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AS- 8 CITY OF ENCINITAS ENC -38 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC & PRIVATE IMPROVEMENT PLANS FOR: 9055-1 CUR BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL AS SHOWN ' / /� / /y- �A1 ��1 ^ ^ THE ENCLAVE CURB INLET ON THE EAST SIDE EC MANCHESTER DATE: BY: ✓ ✓ - It AVE. 0.1 MILE SOUTH OF INTERSECTION WITH BRUCE A. SON BY: . EL CAMINO REAL. VERTICAL AS SHOWN R.C.E. NO. 48529 ENGINEER MASIH MAHER GLENN PRUIM SIGNING AND STRIPING PLAN ` EL: 37.52 DATUM: NAVD88 EXP. 6 -30 -2016 DATE: AL3A -S-- DATE: Z/ % PLANNING CASE NO: 01 -239 TPM /TM /CDP /DR /MUP /MIN /EIA, etc. SHEET 8 OF 10 ro n a: a a c 2 n E i U' O s 0 T c es U c 0 E T i m 0 LO 0 U � r� CL 4IWIT% a LO w r- 0 o' J a E ME Q N 4fJ `.. ui Q n >I <!Un STORMWA TER POLLUTION CONTROL NOTES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORAIWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. AA9 EXC4VATION AND GRAD /AG AC7M7IES, VENICLa EQUIPMENT, A947ERALS, PERSONNEL, DEBRIS, OR PROJECT RUNOFF ARE PERA/IT7ED W/7HIN 7HE NATURAL AREAS ALL49CENT 70 7FNNIS CLUB DRNE AND EL CAMINO REAL AT ANY 77ME. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. NO VEGETADOW REMOVAL OR DAMAGE LS PER1#77ED W7AW THE MWRIL AREAS Aa,(ACENT 70 7EWIS CLUB DRIVE AND EI CAM/MO REAL AT ANY IRE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY • THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION /S NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLU77ON OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES AMY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE- SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTFRS SHALL BE DISCHARGED INTO STORMWATERR, BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WA7FR -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATFRIALS MUST BE TAKEN TO AN APPROPRI47F LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL 7HE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORAM77ON ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOC417F PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUC7ON DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROU77NELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE Civil Engineering • Environmental 2442 Second Avenue San Diego, CA 92101 (619)232 -9200 (619)232 -9210 Fax Consultants, Inc. REVISIONS APPROVED I DATE EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN ELLIOT AT (760) 419 -1091, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 11. SEE LANDSCAPE PLANS FOR HYDROSEEDING PALETTE. EROSION CONTROL SPECIAL NOTES: 1. WORK ALONG THE NORTHERLY ALIGNMENT OF TENNIS CLUB DRIVE EAST TO THE INTERSECTION WITH EL CAMINO REAL, AND NORTH ALONG THE WESTERLY ALIGNMENT OF EL CAMINO REAL, SHALL BE UNDERTAKEN WITH STRICT ADHERENCE TO THE FOLLOWING NOTES. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION THE LIMITS OF THE WORK AREAS AND STAGING AREAS SHALL BE DELINEATED IN COORDINATION WITH A QUALIFIED BIOLOGIST TO AVOID ANY IMPACTS ON OR ENCROACHMENT INTO, THE ADJACENT NATURAL AREA. 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION A TEMPORARY CHAIN LINK FENCE COVERED WITH CLOTH FABRIC AND SECURED WITH THREE HIGH GRAVEL BAGS SHALL BE ERECTED WITHIN THE IMPROVED TENNIS CLUB DRIVE AND EL CAMINO REAL RIGHTS -OF -WAY AS A PHYSICAL BARRIER TO ASSURE THAT THERE IS NO ENCROACHMENT OF CONSTRUCTION, OR CONSTRUCTION EQUIPMENT, MATERIALS, PERSONNEL, OR DEBRIS BEYOND THE IMPROVED ROW, INTO THE ADJACENT NATURAL AREA ,_ 4. ALL CONSTRUCTION, AND CONSTRUCTION VEHICLES, EQUIPMENT, MATERIALS, PERSONNEL, AND DEBRIS SHALL BE RESTRICTED TO AREAS S7REE7W4RD OF THIS FENCING 5 TRENCHING AND GRADING IN THIS VICINITY SHALL BE LIMITED TO THE THE MINIMUM FOOTPRINT REQUIRED AND THE SHOR7FST TIME NECESSARY TO COMPLETE THE WORK. 6. BEST MANAGEMENT PRACTICES (BMPS) SHALL BE DESIGNED TO CONTROL EROSION FROM THE PROJECT AREA TO PREVENT ANY SEDIMENTS OR POTENTIAL POLLUTANTS FROM ENTERING 7HE NATURAL AREA. BMPS SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 7 TEMPORARY STOCKPILES OF EXCAVATED MATERIALS IN THE AREA MUST BE IMMEDIATELY LOADED ONTO A TRUCK AND REMOVED FROM THE VICINITY OF THE NATURAL AREA. 8. NO WATER FROM THE TRENCH SHALL BE ALLOWED TO LEAVE THE WORK AREA. 9. DURING CONSTRUCTION, ALL TRASH SHALL BE PROPERLY CONTAINED IN A RECEPTACLE WITH A COVER TO PREVENT DISPERSAL OF TRASH AND DEBRIS, AND SHALL BE REMOVED FOR OFFSITE DISPOSAL AT LEAST ONCE A WEEK. 10. NO FUELING, MAINTENANCE OR CLEANING OF CONSTRUCTION EQUIPMENT SHALL OCCUR ADJACENT TO THE NATURAL AREA. 11 h1I < , 3" OPENING IN TOP ROW (TYP.) 2 GRAVEL BAGS HIGH (12" MIN.) FINISH SURFACE (FUTURE) UNDERCUT ROADBED 3" P.V.C. DRAIN (TEMP.) PLUG W/ P.V.C. CAP AT TIME OF PAVING SECTION B -B I STORM DRAIN INLET PROTECTION NOT TO SCALE OVERLAP ONTOE DIBEGS 4 3 FT (0.9 M) MIN. RUNOFF GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED GRAVEL BAGS LEGEND NOT TO SCALE Y GRAVEL BAGS r, SILT FENCE E3 B TEMP CHAIN LINK FENCE n `) r, �a PLACEMENT OF GRAVELBAGS AT INLETS z;- 6' HIGH CHAIN LINK I o0 FENCE W /CLOTH FABRIC + NATURAL CONSTRUCTION AREA I WORK AREA HIGH GRAVEL BAG TEMP. CHAIN LINK FENCE (FENCE FOR WETLAND PROTECTION & EROSION CONTROL) _ o NOT TO SCALE M7URAL AREA n n 8 CONTRACTOR TO PROVDE EXTRA EFFORT IN THIS AREA TO ELIMINATE ANY POSSIBILITY OF IMPACT TO THE NATURAL AREA FROM ANY EQUIPMENT, i' W CONSTRUC7ON DEBRIS OR HUMAN ACCESS ',SEE EROSION r — CONTROL SPECIAL NOTE THIS SHEET. LJ H SCALE: 1 "= 20' 0 10 20 40 60 REFERENCES I DATE I BENCHMARK SCALE I SPECIAL DISTRICT I I ENGINEERING DEPARTMENT APPROVALS I CITY OF ENCINITAS -ENGINEERING SERVICES DEPARTMENT CITY OF ENCINITAS ENC -38 2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1 " =20' CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF INTERSECTION WITH EL CAMINO REAL. VERTICAL 1 " =4' EL: 37.52 DATUM: NAVD88 PLANS PREPARED UNDER SUPERVISION OF BRUCE 0 ON DATE:5F--="� "T R.C.E. NO. 48529 ENGINEER EXP. 6 -30 -2014 RECOMMENDED JQO APPROVED �'� BY: BY: MASIH MA ER GLENN PRUIM DATE: g / 3115 DATE: ?12111,r- EROSION 2 / EROSION CONTROL PLANS FOR: THE ENCLAVE TENNIS CLUB DRIVE PLANNING CASE No: 01 -239 TPM /TM /CDP /DR /MUP /MIN /EIA, etc. DRAWING N0. 9055-1 SHEET 9 OF 10 `4 G20 -2 W20 -1 0 Ln TENNIS CLUB DRIVE W20 -1 11111171 1 AL G20 -2 R3 -5R .L F F < R4 -7a Yv 50 BUFFER 12' MIN IIIIII-C30 R4 -7a 12' MIN. 12' MIN. - - - 12' MIN. AJoTE ,n/'o W 0R1< I / Ez (ZA,'k1 nJo r`6, AL 1 tA'PeD W6 `(RAFF)C, .5AALL, OCca -`t, t t,Wt MuV "I?i.E AM WEAK 14ouRs. ALI 71kCA/cNi*v6 SHALT 1W C6LfrEP Wt-rt+ .STEt<L PL.AT'e`.S 5Y T-iE Elulb OF `T 05 j3US1• 1C,5S DAY 7HRO00511 AtA !PEAK Al"S- 660' TAPER 500_ W4 -2R - -- 12' MIN. - - 12' MIN. EL CAMtNO REAL 12 MIN -� 12' MIN. �_ -- 12 MIN G20 -2 IC20(MOD.) C20(RT) - -- v W20 -1— RYAN LEGEND: BARRICADE {--t ROAD W2D -1 WORK AHEAD CONE • SIGN AN Ric nuNE C20(RT) AHEAD TRAFFIC DIRECTION E— aoseo FLASING ARROW SIGN ® C20(MOD) aoseo BIKE ANE WORK ZONE AHEAD G20-2 ROAD WORK C30(CA) CLOSED 10 R4 -7a KEEP RI~ Civil Engineering • Environmental R3 -5R W4 -2R I " ONLY 2442 Second Avenue San Diego, CA 92101 SCALE: 1 "= 40' (619)232 -9200 (619)232 -9210 Fax Consultants, Inc. 0 20 40 80 120 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. I CITY OF ENCINITAS ENC -38 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED TRAFFIC CONTROL PLANS FOR: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1 " =40' 9055-1 CURB INLET ON THE EAST SIDE OF MANCHESTER DATE: G _ _ THE ENCLAVE EL CAMINOIREAOUTH OF INTERSEC -90N WITH VERTICAL 1 " =4' BRUCE A. B ON R.C.E. N0. ® MASI MAHER BY. GLENN PRUIM TENNIS CLUB DRIVE 48529 ENGINEER 6- 30 -201fr EL: 37.52 DATUM: NAVD88 EXP. DATE: q�3 /J S DATE: � X PLANNING CASE NO: 01 -239 TPM /TM /CDP /DR /MUP /MIN /EIA, etc. SHEET 10 OF 10