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2013-11528 I (Plans)a PLANS E THE CONSTRUCTION 0 STORM WATER POLLUTION CONTROL s z BMP NOTES RELATIVE TO z STREET IMPROVEMENTS N j P 0 < O N.T.S. �� N PPR �R�PNOy o CONSTRUCTION ACTIVITY z �O r vm 0 SITE z CITY OF ENCINITAS CONCRETE WASHOUT Lp zz °x * CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO LEUCADIA BL V' CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, ORE PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. SHEET INDEX CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. VICINITY MAP SHEET 1 TITLE SHEET CONSTRUCTION SITE ACCESS SHEET 2 DETAILS AND NOTES A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND DETAILS AND NOTES 1 SHEET 3 INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS - -- ? ., - - -i _ - it ;) SHEET 4 WATER AND SEWER PLAN GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. H GENERAL NOTES _. I....;" l I j SHEET 5 WATER AND SEWER PLAN CONSTRUCTION VEHICLES 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT E L ;,, ,, `�� SHEET 6 WATER AND SEWER PLAN FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. O " "' € x = " ° -- - SHEET 7 * A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR ` MH 37 k, s ¢ WATER AND SEWER PLAN w. ., -_ CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL Q ....:3 SHEET 8 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. I W STREET IMPROVEMENT PLANS 1- ?�� „R ? MAJOR REPAIRS SHALL BE MADE OFF -SITE. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL %' t SHEET 9 STREET IMPROVEMENT PLANS OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. , , _(P) LWD MH (P) LWD MH %; (P) LWD MH "T , x € -.. (P) LWD 71 MH 04 -4650 _ _ 04-4660 04-4 670 r SHEET 10 STREET IMPROVEMENT PLANS EROSION CONTROL 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE -� - ....._ _.,,�04 -4680 0 - .: ._........ T. ..._. PLANS PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR �: SHEET 11 STORM DRAIN IMPROVEMENT P EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE ° y a.. !!Q `'� € � � h-- _±? -;»� FH.�,,�,a• �- " -�.z, ,k, � �,, - ,,� -�i — � ° ` I �- ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES """""' ' """ s f ' r `.. „ " I : I OWNER SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD v OR NOT SHOWN ON THESE PLANS. y y rj ~W LENNAR HOMES OF CALIFORNIA, INC. AND BONDED FIBER MATRIX. _.a �I 25 ENTERPRISE, STE. 300 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON "� AUSO VIEJO, CA 92656 * NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. al SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE'35` .y =.� Yk ✓ 3 ! I:�� CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND * DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. �R.�_ w� FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS NEW STORM DRAIN PIPEt; `; SITE ADDRESS CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS`;�� ` ' ',1� ) 1110 URANIA AND 690 NORMANDY EROSION CONTROL MEASURES. TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.. �� : > —� ',€ '��'' °° - ` "" 254 - 400 -14 AND 19 ' � . ".." ..- . ; `"..... ..., "` w . - ..,.',fir ." ..�� ., ,_.: i 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR �'` _.,,.:: =� ..._'... ... ,,, °u�x -= - .:....�. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE A. R TO _..... �, " "y;_: CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH % �" a ": - a - - COMPANY REPRESENTATIVES. x - -� " " -- T •_ . _ - LEGAL DESCRIPTION NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE ! i t = ! PORTION OF LOT IN BLOCK G OF SOUTH COAST PARK "UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL " ~ '"'` -- -- — ANNIX IN THE CRY OF ENCINITAS, COUNTY OF SAN * TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT ,�'I.- ~ t� __" °" - DIEGO, STATE OF CAUFORNIA, ACCORDING TO THE IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS &ELECTRIC COMPANY. INDEX MAP OFFICIAL PLAT THEREOF, PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. TELEPHONE: (800) 422-4133 NOTI PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK 1"=100' NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. LEGEND ACTIVITIES ARE COMPLETE. TELEPHONE: (619) 546 -3606 OWNER'S CERTIFICATE * WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK DESCRIPTION SYMBOL STD DWG NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL WATER METER W /EASEMENT — WS- 01,WS- 02,WS- 09,WC -17 ON -SITE CONSTRUCTION MATERIAL STORAGE THE PROJECT AREA TELEPHONE: (760) 633 -2709. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF POWER POLE D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK THE SITE. * STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. FIRE HYDRANT W /EASEMENT I WF -01 SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES GUY WIRE c RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. CONTACT COX CABLE TELEVISION COMPANY. GAS VALVE ® * ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES TELEPHONE: (800) 422 -4133 SIGNATURE: DATE: it a • Gv MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY IINSPECTOR. GAS METER ®GM SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC JOHN BAAY FO LENNAR HOMES OF CALIFORNIA, INC. MAIL BOX o STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO so WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. STORM DRAIN MANHOLE 0 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO STATEMENT OF ROFWORK REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), SIGN TRAINING AND THE SPECIAL PROVISIONS FOR THIS PROJECT. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED SEWER MAIN S- 11,S -12 * T 9. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT -OF -WAY DESIGNATED TO BE REMOVED SHALL STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE SEWER MANHOLE S- 3,S -4,S -5 TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL_ PUBLIC RIGHT -OF -WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY I REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE THE CONTRACTOR. ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF SEWER LATERAL S S- 17,S- 18,S -25 ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF O PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER PROPERTY LINE" 10. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN STREET LIGHT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD APPROVAL OF THE CITY. HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING BLOW OFF WB- 1,WB- 06,WC -17 WASTE MANAGEMENT 11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE MANUAL AIR RELEASE Q` WA- 1,WA- 07,WC -17 *CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. CONSTRUCTION MATERIALS. DUMPING LE !NOSED OR WASTE PRODUCTS ON THE GROUND, WHERE LICENSED LAND SURVEYOR. A CORNER RECORD, CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY WATER VALVE ® WV -02 SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, \ wv WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. TO THE CITY OF ENCINITAS, PROOF OF RECORDING. SIGNATURE: jI DATE: f'� -�1 -�� TELEPHONE RISER pr 12. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, i ANC NT W. SCARPATI CATV RISER 12 * AC SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO RUNOFF. BERMS /DIKES SHALL BE CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE COMPANY: C & V CONSULTING, INC ELECTRIC RISER p CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. 13, THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE - CONSTRUCTION MEETING ADDRESS: 27156 BURBANK, FOOTHILL RANCH, CA 92610 ELECTRIC METER z DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITH'N STRUCTURES WITH IMPERVIOUS ROOFING OR AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL 760 - 633 -2770 PHONE NUMBER: (949) 916 -3800 EM COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION RCE EXPIRES 06/30/2014 PULL BOX Es OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 CATV PB o * MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED P WAS, VEHICLE FLUIDS, OF THE STANDARD SPECIFICATIONS. T"PB BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. 15. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR LANDSCAPING NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID "AS- BUILT' HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. CONCRETE PAVERS ® - HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND 16. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT -OF -WAY WITHOUT TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. APPROVAL BY THE CITY ENGINEER. WATER VALVE 17. OCCUPATIONAL SAFETY &HEALTH ADMINISTRATION OSHA NOTE: THE CONTRACTOR IS REQUIRED TO * POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS PILASTER ® RECEPTACLES AROUND THE SITE. WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. CATCH BASIN * PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. 18. CALL DIG ALERT AT 8 -1 -1 TWO WORKING DAYS MINIMUM PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM LEUCADIA WASTEWATER DISTRICT LOT NUMBER 10 STORMDRAIN INLETS ON PERVIOUS SURFACES. PUBLIC SEWER SYSTEM APPROVAL PAD ELEVATION PAD: 159.0 * ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. APPROVED BY: LWD DISTRICT ENGINEER ELEVATION AT THIS POINT (16 -5'1) CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY CONSTR ®BUILT 2GSlq, a 2�'3 SPOT ELEVATION X165.1 \ CONSTRUUCTI NUACTVITIES STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO STEV N DEERING, P.E. RCE DATE CENTERLINE q 3/`7lj� FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS �lr 9 >E/G $ 2/ ® AREA DRAIN LINE CLEAN OUT PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770 FIRM EX DATE BMP PROJECT STATUS QWFESSApN VINCENT W. SCARPATI DATE SDWD W13 -010 • 2FOOni1LLRANCN CA 22610 <„�`'9�� W' Sc�<y SAN ELIJO JOINT POWERS AUTHORITY PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DIST. oil e 9�p APPROVED HOA .IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR APPROVED APPROVED APPROVED APPROVED APPROVED T. �.91e.3800 W - r, PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONSULTING, INC. F. 049.916.3805 °� > No. 33 20 - CONTROL FACILITIES" X Ex p. 6/30/2014 rt i/` CIVIL ENGINEERING P / oo ^� BY LAND PLANNING &SURVEYING C11CiNC'NET J?q��vCA`\FO�y��! Z7 RECORDED ON 6 -� -3' 1i p ,L� 3 �� 1� dl 3 • BY s 'l x�� IGN DATE AS DOC. #: ai6 /3- OSO ?�ls/ GN 0 DATE SIGN A- TE N DATE DATE • B AIR KNOLL DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY DK DK VWS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. UTrL N - SA &A 7A,IIA /1/I• M (Of ZI f 13 PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: 50 AP R ED PUBLIC IMPROVEMENT PLANS FOR: A< UILT9 zicS 'Z• >l SURVEY CONTROL NETWORK PER R.O.S. ,,^ �,// 18416, 2" IP RCE 29577 AT A 20' OIS TO THE HORIZONTAL DATE: ZI \ 7y BY: 11 , /v `9FIIA-- BY: �Z a FIORE 11528-1 CENTER OF CUL -DE -SAC AT THE NE END OF MASIH MAHER GLENN PR.UIM ARBOR CT ELEVATION: 174.391' 0&16AI)b R.C.E. NO.: 33520 DATE: �I91(3 DATE: ® /r.x TITLE SHEET DATUM: NAVD'88 VERTICAL VINCENT W. SCARPATI EXP.: 06/30/2014 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MINIEIA APN:254- 400 -14,19 SHFFT 1 OF 11 0 UM _0) Z J X J u- 0 0 0 Z O 00 P: Y C6 � ¢ m Z m 0 m > o0 U06 1 N T CITY OF ENCINITAS RIGHT -OF -WAY CONSTRUCTION PERMIT STANDARD CONDITIONS 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY 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 NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1- 800 - 422 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (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 SATISFACTION OF THE CITY INSPECTOR IN COMPLIANCE WITH THE `WORK AREA TRAFFIC CONTROL HANDBOOK ", LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER ON THE RENTAL BASIS 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 CITY 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 CONSTRUCTION OF PERMITTED 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 SITE WHENEVER WORK IS IN PROGRESS. 5. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY 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 CITY. 7. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 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 ARTERIALS 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 CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY 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 WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERMITTEE 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 REPRESENTATIVE. 13. OPEN TRENCH MUST BE BACKFILIGED AND CAPPED WITH AT LEAST 2" OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON- WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE CITY'S STANDARD DRAWING DATED JULY 31, 1990. 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITYS STANDARD DRAWING DATED SEPTEMBER 30, 1996. 15. TWO SACK SAND- CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. 16. TWO 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 LOCATIONS 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 PENALTIES. 18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT, ALL TO THE 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 SPECIFICATIONS 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 INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SERVICES. THE SHALLOWEST PORTION 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 CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 24. ALL APPROACHES TO 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 SCRAPING, WASHING AND SWEEPING, 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 SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE 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 PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL 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 IS 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 PITS MAY BE REQUIRED. 32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANTS SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES HAS A SPECIAL CONCERN. 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. 34. THIS PERMIT MAY BE IMMEDIATELY REVOKED FOR REASONS IN THE BEST INTEREST OF THE CITY, FOR VIOLATION OF PERMIT CONDITIONS, OR FOR THE CREATION OF A NUISANCE, ALL UPON NOTICE GIVEN BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS AUTHORIZED REPRESENTATIVE. IN THE EVENT OF SUCH REVOCATION, APPLICANT SHALL IMMEDIATELY CEASE ALL OPERATIONS AND RESTORE CITY RIGHT -OF -WAY AS DIRECTED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. AFTER NOTIFICATION, CITY MAY TAKE FULL POSSESSION OF THE AREA. APPLICANT SHALL PAY TO THE CITY ANY AND ALL COSTS INVOLVED, IN THE EVENT THE CITY HAS TO RESTORE CITY PROPERTY OR REMOVE ANY ITEMS INSTALLED BY THE APPLICANT. 35. THIS PERMIT MAY BECOME VOID IN THE EVENT THE USE PERMITTED IS NOT STARTED WITHIN SIXTY (60) CALENDAR DAYS FROM THE DATE OF ISSUANCE OR IN THE EVENT THE PERMITTED USE IS ABANDONED FOR A PERIOD EXCEEDING SIXTY (60) CALENDAR DAYS AFTER CONSTRUCTION HAS BEGUN. IN SUCH EVENT, IT SHALL BE NECESSARY TO OBTAIN A NEW PERMIT AND PAY ADDITIONAL FEES. UPON COMMENCEMENT OF WORK, ALL OPERATIONS, INCLUDING CLEANUP AND RESTORATION OF CITY RIGHT -OF -WAY, SHALL BE COMPLETED WITHIN THE TIME LIMIT SPECIFIED BY THE PERMIT. 36. THE PERMITTEE GUARANTEES TO SAVE, INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ALL ITS AGENTS, OFFICERS, EMPLOYEES AND OFFICIALS AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES, WHICH MAY IN ANY MANNER OR FORM ARISE IN CONSEQUENCE OF THE ISSUE OF THIS PERMIT OR ANY WORK PERFORMED IN CONSEQUENCE THEREOF. 37. THE PERMITTEE GUARANTEES ALL WORK CONSTRUCTED, INSTALLED AND EFFECTED UNDER THIS PERMIT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL INSPECTION. ANY REPAIRS REQUIRED DURING THE GUARANTEE PERIOD SHALL BE MADE AT THE EXPENSE OF THE PERMITTEE. AT THE OPTION OF THE DIRECTOR OF ENGINEERING SERVICES, REPAIR WORK MAY BE PERFORMED BY EITHER THE PERMITTEE OR THE CITY. 38. PERMITTEE HAS READ, UNDERSTANDS AND AGREES TO COMPLY WITH ALL CONSTRUCTION PERMIT PROVISIONS AND STANDARD CONDITIONS. SIGNATURE: 27156 BUREANK FOOTHILL RANCH, CA 62610 9� Amami T. 048.916.38M CONSULTING, INC. F.94a•+a16.36o5 CIVIL ENGINEERING CVC- INC.NET LAND PLANNING & SURVEYING * \ Exp. 6/30/2014 / * FIRE DEPARTMENT NOTES 1. INSTALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. 2. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT STANDARDS. 3. ALL ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS. 4. ALL CURB FRONTAGE ON PRIVATE ROAD NOT SHOWN TO HAVE PARKING SHALL HAVE "NO PARKING" PER THE CITY OF ENCINITAS FIRE DEPARTMENT REQUIREMENTS. 5. ALL EXISTING FIRE HYDRANTS WILL BE REPLACED WITH HYDRANTS OF A BRONZE TYPE AND SHALL HAVE TWO (2) 4" OUTLETS AND ONE 1 -1/2 SHALL MEET CURRENT FIRE DEPARTMENT STANDARDS FOR COMMERCIAL FIRE HYDRANTS. 6. CURBS ON STREETS HAVING ON- STREET PARKING SHALL RECEIVE RED STRIPING EXTENSIONS 15' EACH SIDE OF THE HYDRANT AND SHALL MEET ENCINITAS FIRE DEPARTMENT STANDARDS. 7. CONTRACTOR TO INSTALL BLUE TWO SIDED RAISED PAVEMENT MARKERS AT FIRE DEPARTMENT CONNECTIONS TO MEET FIRE DEPARTMENT STANDARDS. BLUE DOTS SHALL BE PLACED 4" TO 6" FROM CL ON HYDRANT SIDE. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING AGENCY; B. AT A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES; AND C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. 8. FIRE HYDRANTS: "MINIMUM GPM SHALL BE 1500 GPM FOR 2 HOURS AT 20 PSI RESIDUAL PRESSURE ". INSTALLATION SHALL BE PER SAN DIEGUITO WATER DISTRICT SPECIFICATIONS. 9. A 3' CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT. CFC 507.5.5 WHERE FIRE HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, GUARD POSTS OR OTHER APPROVED MEANS SHALL COMPLY WITH CFC 312. 10. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13' -6 ". CFC 503.2.1. PROPOSED PERVIOUS PAVERS SEE SHEET 8 PROPOSED PCC PROPOSED DECOMPOSED GRANITE SEE SHEET 2 LINE LEGEND BOUNDARY LINE - - - - - -- LOT LINE - - - - - -- EX STORM DRAIN FLOWUNE - - - - -- - EX SEWER LINE - EX WATER LINE - - - - -'s - - - - - -- EX RECLAIMED WATER LINE PROP. WATER LINE -8 "w - PROP. SEWER LINE PROP. 12" STORM DRAIN - -irso EX EDGE OF PVMT PROPOSED SO RETAINING WALL FLOW IN BIOSWALE - - CURB AND GUTTER EXISTING CONTOURS - - - -1 - -.. - - -- PROPOSED CONTOURS 165 AREA DRAIN LINE TRAFFIC CONTROL NOTES FLUSH 6" MOD. TYPE G -2 CURB AND GUTTER CONTINUE SLOPE OF GUTTER TO SWALE s 6" OPENI . LlP 2 7 r� NOTE NO LHM AT BOTTOM ROADSIDE TREATMENT SWALE N.T.S. 4" THICK DECOMPOSED GRANITE (CRUSHED AGGREGATE) WITH NON -TOXIC ORGANIC, COLORLESS, ODORLESS CONCENTRATED POWDER BINDER 90% TO 95% COMPACTION DECOMPOSED GRANITE WALK N.T.S. 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATION, SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONE (1985 EDITION) 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH CALTRANS STANDARD PLAN T -11, T -12, OR T -13 DURING THE WORKING HOURS OF 9:00 A.M. TO 3:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 P.M.TO 9:00 A.M. AND AT ALL TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. 5. PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. 6. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. 8, ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION. THRUST BLOCK SIZING DEEP ROOTED, DENSE, DROUGHT 4.5' TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL ONE LAYER OF COBBLE OR APPROVED GEOTEX11LE FOR EROSION CONTROL e, t f K' 4 MINIMUM THICK DG WALK OR A-T ' PCC WALK PER PLAN. *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDYLOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT, THE - EL/ArjbN}S jp MATf- MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. -18" MIN. ENGINEERED SOIL *SEE NOTE ___�-2" OF CRUSHED ROCK ~x-10" OF CRUSHED ROCK IMPERMEABLE LINER 30 -MIL PVC OR EQUIVALENT ON 2 SIDES ONLY *BEARING AREAS EACH DIRECTION OF THRUST IN SQUARE FEET PIPE SIZE TEES & DEADENDS 90 ELBOW 45 ELBOW CROSSES IN DIRECTION OF FL. 22 1/2 ELBOW 4" 1.7 2.3 1.3 0.7 6" 3.5 4.9 2.7 1.4 8" 5.9 8.4 4.5 2.3 12" 1 12.9 18.2 9.9 5 14" 1 18.1 20.2 13.2 8.1 * BASED ON 200 PSI WATER PRESSURE & 2000 LBS. /SQ. FT. SOIL PRESSURE OVERHEAD UTILITY KEY MAP 1"=100' OVERHEAD LINES TO BE PLACED UNDERGROUND 1073 LF OVERHEAD LINES TO REMAIN, IN LIEU FEES TO BE PAID 917 LF OVERHEAD LINES TO BE REMOVED 225 LF CIVIL ENGINEER'S NOTICE TO CONTRACTOR 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THEIR PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF MY KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTION- ANY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. 2. CONTRACTOR TO POTHOLE AND VERIFY LOCATION OF ALL UTILITY CONNECTIONS AND TO NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN SITE CONDITIONS AND PLANS. 3. CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER THAN NOTED ON PLAN, CONTRACTOR TO CONTACT DESIGN ENGINEER FOR POSSIBLE REDESIGN. IF REDESIGN IS UNFEASIBLE, CONTRACTOR TO RELOCATE UTILITY AT NO EXPENSE TO ENGINEER. 4. THE CONTRACTOR AGREES THAT HE WILL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. 5. CONTRACTOR TO POTHOLE AND VERIFY LOCATION OF ALL UTILITY CONNECTIONS AND TO NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN CONDITIONS AND SITE AND PLANS. 6. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING DISTRICT PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). 7. THE MOST RECENT VERSION OF THE PROJECT GEOTECHNICAL REPORT AND ALL OF IT'S ADDENDUMS AND CORRECTIONS ARE A PART OF THESE CONSTRUCTION DOCUMENTS. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT uwi DKv or uR DK or unt VWS u or APPROVALS CITY OF ENCINITAS ENCINEER(NC i PART MENT DRAWING NO. t PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: AP R /ED PUBLIC IMPROVEMENT PLANS FOR: SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20'0/S TO THE HORIZONTAL DATE: t l I -1 �N BY: " BY- CENTER 11528 - CENTER OF CUL -DE -SAC AT THE NE END OF MASIH MAHER ARBOR CT ELEVATION: 174.391' R.C.E. NO.: 33520 DATE: cl , ct l 1 3 DATE :GLEf�jV R �� DETAILS AND NOTES DATUM: NAVD'88 VERTICAL VINCENT W. SCARPATI EXP.: 06/30/2014 YY PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA APN:254- 400 -14,19 SHEET 2 OF 11 0 0 UM co _rn z0) <� j U F LL ? 00 0 co Z O M F Y (6 co 0) o�� m >„OO ca ONa ABBREVIATIONS AC = ASPHALT CONCRETE PRC = POINT OF REVERSED CURVE ARHM = ASPHALT RUBBERIZED HOT MIX pVC = POLYVINYL CHLORIDE PIPE BC = BEGIN CURVE PVMT = PAVEMENT BW = BOTTOM OF WALL (R) = RADIAL BEARING CAB = CRUSHED AGGREGATE BASE RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE REQD. = REQUIRED DW = DOMESTIC WATER R/W = RIGHT OF WAY EC = END CURVE SDRSD = SAN DIEGO REGIONAL EP = EDGE OF PAVEMENT STANDARD DRAWINGS EXIST. = EXISTING ST LT = STREET LIGHT FH = FIRE HYDRANT TB = TOP OF BERM FL = FLOWLINE TC = TOP OF CURB FS = FINISHED SURFACE TW = TOP OF WALL HORIZ. = HORIZONTAL VERT. = VERTICAL IE = PIPE INVERT ELEVATION X -GTR = CROSS GUTTER LIP = GUTTER LIP (72,89) = EXISTING ELEVATION PCC = PORTLAND CEMENT CONCRETE R/W = RIGHT OF WALL PCR = POINT OF CURB RETURN PP = POWER POLE RW = RECLAIMED WATER PL = PROPERTY LINE VCP = VITRIFIED CLAY PIPE CIVIL ENGINEER'S NOTICE TO CONTRACTOR 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THEIR PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF MY KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTION- ANY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. 2. CONTRACTOR TO POTHOLE AND VERIFY LOCATION OF ALL UTILITY CONNECTIONS AND TO NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN SITE CONDITIONS AND PLANS. 3. CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER THAN NOTED ON PLAN, CONTRACTOR TO CONTACT DESIGN ENGINEER FOR POSSIBLE REDESIGN. IF REDESIGN IS UNFEASIBLE, CONTRACTOR TO RELOCATE UTILITY AT NO EXPENSE TO ENGINEER. 4. THE CONTRACTOR AGREES THAT HE WILL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. 5. CONTRACTOR TO POTHOLE AND VERIFY LOCATION OF ALL UTILITY CONNECTIONS AND TO NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN CONDITIONS AND SITE AND PLANS. 6. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING DISTRICT PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). 7. THE MOST RECENT VERSION OF THE PROJECT GEOTECHNICAL REPORT AND ALL OF IT'S ADDENDUMS AND CORRECTIONS ARE A PART OF THESE CONSTRUCTION DOCUMENTS. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT uwi DKv or uR DK or unt VWS u or APPROVALS CITY OF ENCINITAS ENCINEER(NC i PART MENT DRAWING NO. t PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: AP R /ED PUBLIC IMPROVEMENT PLANS FOR: SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20'0/S TO THE HORIZONTAL DATE: t l I -1 �N BY: " BY- CENTER 11528 - CENTER OF CUL -DE -SAC AT THE NE END OF MASIH MAHER ARBOR CT ELEVATION: 174.391' R.C.E. NO.: 33520 DATE: cl , ct l 1 3 DATE :GLEf�jV R �� DETAILS AND NOTES DATUM: NAVD'88 VERTICAL VINCENT W. SCARPATI EXP.: 06/30/2014 YY PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA APN:254- 400 -14,19 SHEET 2 OF 11 0 0 UM co _rn z0) <� j U F LL ? 00 0 co Z O M F Y (6 co 0) o�� m >„OO ca ONa LEUCADIA WASTEWATER DISTRICT STANDARD SEWER NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK ) AND THE REGIONAL STANDARD DRAWINGS. MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN, 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL HALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERM AVE BEEN OBTAINED FROM THE JURISDICTIONAL IT S H I O NAL CITY COUNTY AND/OR OTHER APPROPRIATE AGENCIES. 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POT HOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR DWGS. WITH INITIALED APPROVAL ON THE MYLARS. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH LWD STD DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DIAMETER PER LWD STD DWG S -3. MANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE 18- INCHES AND LARGER PER LWD STD DWG S -4. 40. ALL NEW MH'S SHALL BE LINED WITH AN INTEGRALLY LOCKING PVC (T -LOCK) PROTECTIVE LINING SYSTEM. ALL EXISTING MH'S WITH MODIFICATIONS SHALL BE PROVIDED WITH URETHANE OR EPDXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IF ANY. T -LOCK, URETHANE, AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500 -2 OF THE GREENBOOK. 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'. 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW FLOW- THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK -SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. 44. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. 45. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 46. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 47. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. QatpFESSfpN 27156 BURBANK; ��o W. s�l�^ ' FDOMILL RANCH, CA 92610 s„ ,, y T. 6415.616.3800 CONSULTING, INC. F. ta49.ai6.3605 > No. 33520 CIVIL ENGINEERING 4K Exp. 6/30/2014 LAND PLANNING & SURVEYING C1/GINC'NET %�I CIVIl J�� CHANGE NO. 1 DESCRIPTION APPROVED DATE BENCHMARK SCALE AS RUILI9 PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IF RCE 29577 AT A 20'01S TO THE HORIZONTAL - CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 VERTICAL - SDWD WATER NOTES FOR IMPROVEMENT PLANS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE OF CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT RIGHTS-OF-WAY. FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT S OF WAY. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 14. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION. 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 16. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE AFFECTED BY THEIR PROJECT. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE DISTRICT'S REPRESENTATIVE. 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.\ 24. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. SAN DIEGUITO WATER DISTRICT RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "RULES AND REGULATIONS FOR RECYCLED WATER SERVICE WITHIN THE SAN DIEGUITO WATER DISTRICT." 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. 4. DRINKING FOUNTAINS AND DESIGNATED EATING AREAS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BARBECUES, PLAYGROUNDS, ETC. 5. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE PONDING, RUN -OFF, OVER -SPRAY AND MISTING. 6. HOSE BIBS ARE STRICTLY PROHIBITED UNLESS DESIGNED AND OPERATED IN A MANNER ACCEPTABLE TO THE DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 7. ON -SITE CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE LINES ARE STRICTLY PROHIBITED. 8. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE dISTRICT. 9. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER DISTRICT RULES AND REGULATIONS. 10. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. 11. BURIAL OF ALL WIRING AND PIPING SHALL BE PER DISTRICT RULES AND REGULATIONS. 12. NON- DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 13. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER- SPRAYING ON SIDEWALKS, STREETS AND NON- DESIGNATED USE AREAS. 14. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER DISTRICT RULES AND REGULATIONS. 15. ALL RECYCLED WATER APPURTENANCES SPRINKLER HEADS VALVE X - R ALV BOXES, ETC. SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 1 1 ( ) 168 5 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 16. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON- POTABLE OR RECYCLED WATER ", COLOR -CODED PURPLE AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER DISTRICT RULES AND REGULATIONS. 17. ON NEW ON -SITE SYSTEMS, POTABLE WATER, CONSTANT PRESSURE RECYCLED AND SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE GOVERNING REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 18. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE (12) INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE (12) INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 19. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE (12) INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER DISTRICT RULES AND REGULATIONS. 20. DEVELOPER /CONTRACTOR SHALL CONDUCT A CROSS- CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 21. THE REQUIRED CROSS- CONNECTION INSPECTION SHALL BE DONE BY EITHER THE DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 22. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 23. AN ON -SITE WATER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/ CROSS CONNECTION PROTECTION, THE DISTRICT RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. IN CASE OF EMERGENCY CONTACT: MARK PORTER AT 760 - 801 -2876 NAME PHONE NUMBER AFTER HOURS CONTACT MARK PORTER AT 760 -801 -2876 NAME PHONE NUMBER 24. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATERCOURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 25. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND /OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 26. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. 27. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREA IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS '1 �r mwrn stlr�wra t1N PLANS yAv ftmee Or� N IM O - STANDAM WONG INS �t OtrrtFtl i'€iAPiSTIi43N TOP OF CL uP O errrt 1 0 UM = cO U z J U F u- z 0 0 O °m ZLL M J Z aimrn z vmui > `` Z 2 O U N d GIS TABLE MANHOLE ID NUMBER UPS MH COORDINATES PIPE LENGTH PIPE DIA. PIPE MATERIAL SLOPE LOCATION OF MANHOLE (ADDRESS) MH RIM EL. MH INVERT EL MH DEPTH (FT) MANHOLE TYPE N0, OF LINES MANHOLE LINING COMMENTS UPSTREAM DOWNSTREAM (FEET) (FEET) "(ANG,STD,DE,DRP,SMT) THROUGH MH UPS DWN X Y (FEET) (IN) ( %) ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS DWN UPS DWN UPS DWN UPS DWN UPS DWN TYPE MFR 04 -4680 6243103.01 1970462.09 0 8 PVC 0.00% - - 178.08 169.45 8.8 0 STD 0 1 ENDING MANHOLE BLOSSOM RD 04 -4680 TO 04 -4670 6242750.00 1970468.22 349.0 8 PVC 2.49% - 178.08 169 1 169.45 160.76 8.8 8.25 1 STD STD 1 1 04 -4670 TO 04 -4660 6242541.10 1970471.94 204.94 8 PVC 2.99% 169 163 160.56 154.43 8.45 8.93 STD STD 1 1 04 -4660 TO 04 -4650 6242234.14 1970477.28 303 8 PVC 4.67% 163.0 160 154.23 140.07 9.13 20.35 STD STD 1 1 04 -4650 TO 04 -0370 6242150.85 1970478.74 82.2 8 PVC 7.37% 160.42 150 139.27 131.39 21.15 18.21 STD STD 1 1 EXISTING MANHOLE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS REVIEWED BY: AP D BY: BY: MASIH MAHER GLENN PR IM DATE: � 19 113 DATE: Cl TY OF ENCINITAS ENGINEERING DEPARTMENT PUBUC IMPROVEMENT PLANS FOR: FIORE DETAILS AND NOTES PLANNING CASE NO: 11 -189 TMDB /CDP(DR /MIN /EIA APN:254- 400 -14,19 DRAWING NO. 11528 -1 DK DK VWS PLANS PREPARED UNDER SUPERVISION OF > DATE: A-1 -1 -IN R.C.E. NO.: 33520 VINCENT W. SCARPATI EXP.: 06/30/2014 SHEET 3 OF 11 1 0 UM = cO U z J U F u- z 0 0 O °m ZLL M J Z aimrn z vmui > `` Z 2 O U N d 0 � M C �- J v p� L C J Q C LL J� L Cl) C 6 I 0 rn C � 0 �yj D Z DO ,2 va CD UM m S z rn v J a U�u- ?po (�O00 LL z M z I <rn z�� O U m ui > (0 z O UNaS- No 04 -4650 RIM ELEVATION LL2 /0 /p / PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS 13 SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' OfS TO THE HORIZONTAL — CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 VERTICAL — I vno — I •.. •,,-.. v I I VI L I N %- /11 91 1 / - \V mil •1,�,`�..,, vv v"� ,X,N I iuv i URNVVIIV IJ IV V. PLANS PREPARED UNDER SUPERVISION OF -/ REVIEWED BY: APPROVED BY: PUBLIC IMPROVEMENT PLANS FOR: DATE: BY: BY: /y • /V ' a/1A/— MASIH MAHER `o. FIORE 11528 -1 R.C.E. NO.: 33520 GLENN PRUIM DATE: DATE: (S?/2 1 � ��_ SEWER AND WATER PLAN VINCENT W. 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TIE-IN TO EXISTING SEWER MAIN PER STID S-32 5A INSTALL DEEP CUT SEWER SERVICE PER LIND STID PLAN S-18 (D- INSTALL BACKWATER VALVE ON SEWER LATERAL -_ FIRE HYDRANT ELEVATION NOTE: 0-- INSTALL B" PVC CL-305 WATER LINE PER SDWAS STDS. @�_ 6 INSTALL 48" MANHOLE PER LWD STID PLAN S-3. *SEr FIRE HYDRANT BARREL FLANGE 6" ABOVE FLATWORK PER SIDWAS STID WF-01, VERIFY WP-01 AND WP-02. (@_ @-INSTALL "NO PARKING FIRE LANE" SIGNS PER FIRE DEPT STDS INSTALL DUAL 3/4- DOMESTIC AND 1- FIRE METER PER SDWAS &��_ CONNECT TO EXISTING SEWER MANHOLE BY CORE DRILLING; (75- O.C. TYP.) ELEVATION WITH IMPROVEMENT PLANS. a- STDS. WS-09 AND WC-17. RE-CHANNEL MH BOTTOM FOR NEW INCOMING LINE & USE INSTALL 60" MANHOLE PER LIND STI) PLAN S-4. LINK SEAL TO SECURE PIPE. a NOTE: (i�__ INSTALL 8" PVC SDR-35 SEWER PIPE PER SDRSD STD. SP-02 @�_ INSTALL 60" MANHOLE PER LWID STD PLAN S-4. SCALE: 1 "=20' * CONTRACTOR TO VERIFY LOCATION AND - STATION OF CONNECTION PRIOR TO (�D__ INSTALL 8" PVC SDR-26 SEWER PIPE PER LIND STID PLAN S-18 (D-_ INSTALL 8-X8-X8' TEE W/VALVES PER SDWAS STD. WT-01 INSTALLATION. (D- INSTALL 8" R.W. GATE VALVE PER SIDWAS STD. WV-02. 111111111111%m�� G)__ INSTALL FIRE HYDRANT ASSEMBLY PER SIDWAS STD. WF-01 - 0 10 20 40 FIRE HYDRANT BARREL FLANGE ELEVATION (FE) PER PLAN &�_ INSTALL 14"X14"X8" TEE W/VALVES PER SIDWAS STD. WT-Ol DESIGNED BY I DRAWN BY :=APPRO - SCALE SPECIAL DISTRICT DK I DK I vws A CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I AA. AA I loi2lil? PT. NO 1005 (ENC-05) OF CITY OF ENCINITAS _* SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 ATA 20'01S TO THE CENTER OF CUL-DE-SAC AT THE NE END OF ARBOR CT ELEVATION- 174.391' DATUM:NAVD'88 HORIZONTAL I VERTICAL I ULM SUPERVISIONJ Or DATE: ?_�-_I-1 -I �!> R.C.E. NO.: 33520 I VINCENT W. SCARPATI EXP.: 06/30/2014 mL_vlLvvLu By BY: . 4A l==_ BY: 9��4�4,�� MASIH MAHER GLEV DATE: Ck I q� I I 3 DATE: - - _ Z /rR U 1 �3 / 1 �11 _________ PUBLIC IMPROVEMENT PLANS FOR: FIORE I PLANNING CASE NO: 11-189 TMDB/CDP/DR/M[N/EIA APN:254-400-14,19 � 11528-1 ::::] 1 SHEET 5 OF 11 I �� j U) � < co 0 C? (o T , C) �� Z 0) < It ae 0) � j x < ()T LL K F_ 00 - o � 0 u co � - co �_ �z (6 _j z 0�) :D < - (h m 0) z W q m 0 :D - o M Lij > co Z 00 06 1 - = (D [, 04 a. CHANGE NO.I DESCRIPTION REVISE WATER PER EX. LITILR COW n. w I w w. -w. .- .- w - °' ST. STA.- - o ° 12 - 12 - -G 6 18 +56.44 � �� U� } ST. STA.= ST. STA.= ST, STA.= 12 SC. STA.= tcz) a ( oro ST. STA. 5 163.90 1 V. 11 15 +97.73M (TYP. 17 +09.05 17+19.05 r i 19 +65.99 1 "� o 15 +08 -76L Si.. STA.= S a 11 5 2 1,- TYPr �- 2 ,< rM v 165;18 INV168.16 � i` i� _� ( ) co 32.95 ^, :'� I��I' 21 �.. _ SL S1A. ',, y �� l. ( w a ww U rn PUBLIC WATER EASEMENT 18 +1 . 9 �: 7 z �� z rn TO SAN DIEGUITO WATER !'I 171.04 INV. 5 11 arl i� :�..., �� ,t.7 � + ,.i �.�- ��n t I �I DISTRICT (TYP.) �� - �- _._ —) _ L �� o 'n e �� -I _ 16 17 ,191 c J �� [ —� L "L��_�� 1 LL .. _ it F - k i? o co PRIVATE STREET AND STORMDRAIN IMPROVEMENT PLANS FOR BLOSSOM ROAD PER DRAWING NO, 11528 -G Z u_ CONSTRUCTION NOTES: 5 INSTALL SEWER SERVICE PER LWD STD PLAN 5 -17 AND 10 INSTALL 14" R.W. GATE VALVE PER SDWAS STD. WV -02. SEE SHEET 6 F Y m S -25. TIE -IN TO EXISTING SEWER MAIN PER STD S -32 z m FIRE HYDRANT ELEVATION NOTE: INSTALL 8" PVC CL -305 WATER LINE PER SDWAS STDS. 5A INSTALL DEEP CUT SEWER SERVICE PER LWD STD PLAN S -18 11 INSTALL BACKWATER VALVE ON SEWER LATERAL z WP -01 AND WP -02. 6 — INSTALL 48" MANHOLE PER LWD STD PLAN S -3. o s 12 INSTALL "NO PARKING FIRE LANE" SIGNS PER FIRE DEPT STDS v m z *SET FIRE HYDRANT BARREL FLANGE 6 ABOVE FLATWORK PER SDWAS STD WF -01, VERIFY 6A CONNECT TO EXISTING SEWER MANHOLE BY CORE DRILLING; � > CO z ELEVATION WITH IMPROVEMENT PLANS. INSTALL DUAL 3/4' DOMESTIC AND 1" FIRE METER PER SDWAS RE- CHANNEL MH BOTTOM FOR NEW INCOMING LINE &USE (75 O.C. TYP.) > Lo o STDS. WS -09 AND WC -17. LINK SEAL TO SECURE PIPE. INSTALL 60" MANHOLE PER LWD STD PLAN S -4. N a INSTALL 8" PVC SDR -35 SEWER PIPE PER SDRSD STD. SP -02 66 INSTALL 60" MANHOLE PER LWD STD PLAN S -4. SCALE: 1 " =20' * CONTRACTOR TO VERIFY LOCATION AND STATION OF CONNECTION PRIOR TO 3A INSTALL 8" PVC SDR -26 SEWER PIPE PER LWD STD PLAN S -18 INSTALL 8 "X8 "X8" TEE W/VAIVES PER SDWAS STD. WT-01 INSTALLATION. (R1 _ INSTALL 8" R.W. GATE VALVE PER SDWAS STD. WV -02. O4 -- INSTALL FIRE HYDRANT ASSEMBLY PER SDWAS STD. WF -01. TALL 14 "X14 "X8" TEE W VALVES PER SDWAS STD. WT-01 _ 0 10 20 40 INS FIRE HYDRANT BARREL FLANGE ELEVATION (FE) PER PLAN W/ VALVES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY Ll DK DK Vws APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. �wr� �o -oo -i3 PT. No 1005 (ENC -05) of CITY of ENCwITAS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: APPROVED B : PUBLIC IMPROVEMENT PLANS FOR: O Z) SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RICE 29577 AT A 20'O/S TO THE CENTER OFCUL -DESAC T THE NE END OF HORIZONTAL DATE: BY' MASIH MAHER BY: /A'"" FIORE 11528 -1 ARBOR CT ELEVATION: 174.391' R.C.E. NO.: 33520 Fes✓ GLENN PRUIM ARBOR CT VERTICAL VINCENT W. SCARPATI DATE: DATE: L0,z�,i; SEWER AND WATER PLAN EXP.: 06/30 2014 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA APN:254- 400 -14.19 1 CHFFT < YlF 11 C) 0 UM 6 _ M U M Q J Q U F LL ?00 0 z O co F Y ID U Q m Z d rn O U m lil `° O U N a 4' MIN TO NEXT JOINT 4' MIND 2" MAR STRAIGHT UP IN SBF 1243 CAN Q- 8" GV FLXPO 8 "X8 "X8" FLG TEE W/ TB PER SHT. 2 8" GV FLXPO 2" BO STRAIGHT UP IN SBF 1243 CANO -- 4' MIN—C 4' MIN TO NEXT JOINT a X l 8" COUPLING --- 8 PVC WATER 8" GV FLXFL W/ % FLANGE ADAPTER Tim PROP 8" PVC _ b 2" BO STRAIGHT UP IN SBF 1245 CAN t--8" PVC WATER 7 8" COUPLING Q 00 w PIRAEUS WATER CONNECTION DETAIL i II � i �I 14" TRANSITION COUPLING- - 14" PVC WATER — 8" GV FLXFL W/ FLANGE ADAPTER 4' MIN TO NEXT JOINT }-4' MIN E) 2" BO 14 GV FLXPO 4 14 "X14 "X8" FLG TEE W/ TB PER SHT. 2 14" GV FLXPO 2" MAR U 2" BO 14" PVC WATER 4' MIN 14" TRANSITION COUPLING — o, 4' MIN TO NEXT JOINT III Q °D IIv 3i w a URANIA WATER CONNECTION DETAIL 9 Io LO 4MOV 27156 BURBANK FOOTHILL RANCH, CA 9E610 T. 040.016.3500 CONSULTING, INC. F. 040.016.3605 CIVIL ENGINEERING CVC- INC.NET LAND PLANNING & SURVEYING CHANGE NO. DESCRIPTION _ I O M CONTRACTOR TO POTHOLE AND VERIFY EXISTING GAS MAIN AND RECLAIMED WATER PRIOR TO CONSTRUCTION O Lu w — _ 4� t' U) w ' C i 0 C+ Ir7 +_ 7 �ti M �I ,O -' 8 N *\ C 80705 /* Exp. 3/31/15 / � co 27 uj 3y cn I WATCR LATERAL CONNECTEDro to pv< 3 O d CS come +NL �zaa a w z �3 X U W � U' O N APPROVED DATE BENCHMARK SCALE PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS 10 SURVEY CONTROL NETWORK PER R.O.S. ,L L 18416, 2" IP RCE 29577 AT A 20' O/S TO THE HORIZONTAL _ CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 VERTICAL _ i �A' 3 o c CL U a w 4 WII Z O,M X rnI Imo, w 7WT^ 25' Of M � 0 0 �ac�S I w I o II I 0 �z O � L I �W I oM I U � � i � 111 po Ni I I 1 j II L I D I II I, i I _ I O M CONTRACTOR TO POTHOLE AND VERIFY EXISTING GAS MAIN AND RECLAIMED WATER PRIOR TO CONSTRUCTION O Lu w — _ 4� t' U) w ' C i 0 C+ Ir7 +_ 7 �ti M �I ,O -' 8 N *\ C 80705 /* Exp. 3/31/15 / � co 27 uj 3y cn I WATCR LATERAL CONNECTEDro to pv< 3 O d CS come +NL �zaa a w z �3 X U W � U' O N APPROVED DATE BENCHMARK SCALE PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS 10 SURVEY CONTROL NETWORK PER R.O.S. ,L L 18416, 2" IP RCE 29577 AT A 20' O/S TO THE HORIZONTAL _ CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 VERTICAL _ i �A' 3 o c CL U a w 4 WII Z O,M X rnI Imo, w 7WT^ 25' M I lit I i I I, I I'Il � � I I � II III SEE SHEET 7 Dpi 1 i I! CONSTRUCTION NOTES: O INSTALL 8" PVC CL -305 WATER LINE PER SDWAS STDS, WP -01 AND WP -02. 2�INSTALL DUAL 3/4" DOMESTIC AND 1" FIRE METER PER SDWAS STDS. WS -09 AND WC -17. O INSTALL 8" PVC SDR -35 SEWER PIPE PER SDRSD STD. SP -02 3A INSTALL 8" PVC SDR -26 SEWER PIPE PER LWD STD PLAN S -18 (D--INSTALL FIRE HYDRANT ASSEMBLY PER SDWAS STD. WF -01. FIRE HYDRANT BARREL FLANGE ELEVATION (FE) PER PLAN O-- INSTALL SEWER SERVICE PER LWD STD PLAN S -17 AND S -25. TIE -IN TO EXISTING SEWER MAIN PER STD S -32 5A INSTALL DEEP CUT SEWER SERVICE PER LWD STD PLAN S -18 INSTALL 48" MANHOLE PER LWD STD PLAN S -3. 6A CONNECT TO EXISTING SEWER MANHOLE BY CORE DRILLING; RE- CHANNEL MH BOTTOM FOR NEW INCOMING LINE & USE LINK SEAL TO SECURE PIPE. 6fJ INSTALL 60" MANHOLE PER LWD STD PLAN S -4. O7 -- INSTALL 8 "X8 "X8" TEE W/VALVES PER SDWAS STD. WT -01 INSTALL 8" R.W. GATE VALVE PER SDWAS STD. WV -02. INSTALL 14 "X14 "X8" TEE W/VALVES PER SDWAS STD. WT -01 10 INSTALL 14 R.W. GATE VALVE PER SDWAS STD. WV -02. 11 INSTALL BACKWATER VALVE ON SEWER LATERAL 12 INSTALL "NO PARKING FIRE LANE" SIGNS PER FIRE DEPT STDS (75' O.C. TYP.) INSTALL 60" MANHOLE PER LWD STD PLAN S -4. POT HOLE NOTE: ALL SEWER LATERAL AND WATER SERVICE CROSSINGS SHALL BE POT HOLED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE ENGINEER FOR REQUIRED CLEARANCES OF OTHER BURIED UTILITES. CONSTRUCTION NOTES: 20 INSTALL 1" LATERAL (3/4" IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 21 INSTALL 2" LATERAL (2" RW IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 22 RELOCATE EX. AIR VAC PER SDWAS STD PLAN NO. WA -03 NOTE: ALL BACKFLOW DEVICES PER IRRIGATION PLANS. SPECIAL DISTRICT " "'pK" °` "" oK °' ` "tVws" °' APPROVALS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: APPROVED BY DATE: BY: BY: AA_ . /1/�- R.C.E. NO.: 33520 MASIH MAHER GarGLENN PRUIM VINCENT W. SCARPATI DATE: DATE: 1 0121 11-7 EXP.: 06 /30/2014 CITY OF El' PUBLIC IMPROVEMENT PLANS FOR: SCALE: 1 " =20' S K 6CT A 0 10 20 40 N I TAS ENGINEERING DEPARTMENT I DRAWING NO. FIORE SEWER AND WATER PLAN PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA APN:254- 400 -14,19 1' 1528 -1 • O Um 2 co Z V <� J J XQ U 'L ?po O, - O °w Z N co mrn Z O� U Co Iii (o Z O U cc'4 d Of M � 0 0 �ac�S I w I oZM 0 �z O � L I �W oM U � ao po Ni 1 j II / M I lit I i I I, I I'Il � � I I � II III SEE SHEET 7 Dpi 1 i I! CONSTRUCTION NOTES: O INSTALL 8" PVC CL -305 WATER LINE PER SDWAS STDS, WP -01 AND WP -02. 2�INSTALL DUAL 3/4" DOMESTIC AND 1" FIRE METER PER SDWAS STDS. WS -09 AND WC -17. O INSTALL 8" PVC SDR -35 SEWER PIPE PER SDRSD STD. SP -02 3A INSTALL 8" PVC SDR -26 SEWER PIPE PER LWD STD PLAN S -18 (D--INSTALL FIRE HYDRANT ASSEMBLY PER SDWAS STD. WF -01. FIRE HYDRANT BARREL FLANGE ELEVATION (FE) PER PLAN O-- INSTALL SEWER SERVICE PER LWD STD PLAN S -17 AND S -25. TIE -IN TO EXISTING SEWER MAIN PER STD S -32 5A INSTALL DEEP CUT SEWER SERVICE PER LWD STD PLAN S -18 INSTALL 48" MANHOLE PER LWD STD PLAN S -3. 6A CONNECT TO EXISTING SEWER MANHOLE BY CORE DRILLING; RE- CHANNEL MH BOTTOM FOR NEW INCOMING LINE & USE LINK SEAL TO SECURE PIPE. 6fJ INSTALL 60" MANHOLE PER LWD STD PLAN S -4. O7 -- INSTALL 8 "X8 "X8" TEE W/VALVES PER SDWAS STD. WT -01 INSTALL 8" R.W. GATE VALVE PER SDWAS STD. WV -02. INSTALL 14 "X14 "X8" TEE W/VALVES PER SDWAS STD. WT -01 10 INSTALL 14 R.W. GATE VALVE PER SDWAS STD. WV -02. 11 INSTALL BACKWATER VALVE ON SEWER LATERAL 12 INSTALL "NO PARKING FIRE LANE" SIGNS PER FIRE DEPT STDS (75' O.C. TYP.) INSTALL 60" MANHOLE PER LWD STD PLAN S -4. POT HOLE NOTE: ALL SEWER LATERAL AND WATER SERVICE CROSSINGS SHALL BE POT HOLED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE ENGINEER FOR REQUIRED CLEARANCES OF OTHER BURIED UTILITES. CONSTRUCTION NOTES: 20 INSTALL 1" LATERAL (3/4" IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 21 INSTALL 2" LATERAL (2" RW IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 22 RELOCATE EX. AIR VAC PER SDWAS STD PLAN NO. WA -03 NOTE: ALL BACKFLOW DEVICES PER IRRIGATION PLANS. SPECIAL DISTRICT " "'pK" °` "" oK °' ` "tVws" °' APPROVALS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: APPROVED BY DATE: BY: BY: AA_ . /1/�- R.C.E. NO.: 33520 MASIH MAHER GarGLENN PRUIM VINCENT W. SCARPATI DATE: DATE: 1 0121 11-7 EXP.: 06 /30/2014 CITY OF El' PUBLIC IMPROVEMENT PLANS FOR: SCALE: 1 " =20' S K 6CT A 0 10 20 40 N I TAS ENGINEERING DEPARTMENT I DRAWING NO. FIORE SEWER AND WATER PLAN PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA APN:254- 400 -14,19 1' 1528 -1 • O Um 2 co Z V <� J J XQ U 'L ?po O, - O °w Z N co mrn Z O� U Co Iii (o Z O U cc'4 d r— SEE SHEET 6 EX. WATER LATERAL TO BE KILLED AT MAIN PER PURVEYOR STDS. J EX WAT1R LATERAL TO 3E KILLED; AT MAIN PER Pt RVEYOR STDS. EX. RW SERVICE TO BE ABAND• BY DEVELOPER t, ( i _z JIL _ r ..,,,, .. 1 +24.9 _.. . wui s r . - 5 c ' / _ �6 ¢w 3 W� EX. 2 "RW .., RELOCATE QI' N E O E Xf,. . 8" V VCP E- f S Lu 0 PER WAS WB -01 5 —, Lu w 12 +00 pw - ._ -_ 143.90) INV r� TEx 3O" RCP SD 11+ 2.25-D u._ 6 y ..� / W -:- �'� W W t ry r i 12"SD a T45.7T7 n�v NORM NDY ROAM s 127—w s — s s ::._�,.R .... RECYCLED�VATER ... 13 }51.52 (e) Lwo MH V; x 100 46. 4 NV NO. 04 2650 F„-__.. EX. 345 ZONE 6" AC DW 4 13 +85 7. I t' / "RESTRAINED JO X Z i i `wn�n 12 150.03 INV ( 'SD- - — - ib O �_ ^ �- w0=a Q W J 0 p ...... °v .......... w m� CL aoo � w w 4,8 R/W cn ..z"SD —5— z EX. 3 ";_GAS T SS EX. 8" VCP SEWER 10' L 5 X4668 S_ _ EX. 4" RECYC.... R 149.53 INV X. 345 ZONE, "yAC OW 1-00 F +, _ _ R T A _ ..._ __ k — — I— — �- CONTRACTOR TO POTHOLE AND VERIFY EX. GAS MAIN PRIOR TO 14+76.50 2 / CONSTRUCTION 1w � i 0 r CONSTRUCTION NOTES: INSTALL 8" PVC CL -305 WATER LINE PER SDWAS STDS. WP -01 AND WP -02. OZ — INSTALL DUAL 3/4" DOMESTIC AND 1" FIRE METER PER SDWAS STDS. WS -09 AND WC -17. a INSTALL 8" PVC SDR -35 SEWER PIPE PER SDRSD STD. SP -02 3A INSTALL 8" PVC SDR -26 SEWER PIPE PER LWD STD PLAN S -18 O INSTALL FIRE HYDRANT ASSEMBLY PER SDWAS STD. WF -01. FIRE HYDRANT BARREL FLANGE ELEVATION (FE) PER PLAN INSTALL SEWER SERVICE PER LWD STD PLAN S -17 AND S -25. TIE -IN TO EXISTING SEWER MAIN PER STD S -32 5A INSTALL DEEP CUT SEWER SERVICE PER LWD STD PLAN S -18 66 INSTALL 48" MANHOLE PER LWD STD PLAN S -3. 6A CONNECT TO EXISTING SEWER MANHOLE BY CORE DRILLING; RE- CHANNEL MH BOTTOM FOR NEW INCOMING LINE & USE LINK SEAL TO SECURE PIPE. 66 INSTALL 60" MANHOLE PER LWD STD PLAN S -4. INSTALL 8 "X8"X8" TEE W/VALVES PER SDWAS STD. WF -01 8 INSTALL 8" R.W. GATE VALVE PER SDWAS STD. WV -02. INS 14 "X14 "X8" TEE W/VALVES PER SDWAS STD. WT -01 10 INSTALL 14" R.W. GATE VALVE PER SDWAS STD. WV -02. @_ INSTALL BACKWATER VALVE ON SEWER LATERAL 12 INSTALL "NO PARKING FIRE LANE" SIGNS PER FIRE DEPT STDS (75' O.C. TYP.) INSTALL 60" MANHOLE PER LWD STD PLAN S -4. CONSTRUCTION NOTES: 20 INSTALL 1" LATERAL (3/4" IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 21 INSTALL 2" LATERAL (2" RW IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE @_ RELOCATE EX, AIR VAC PER SDWAS STD PLAN NO. WA -03 NOTE: ALL BACKFLOW DEVICES PER IRRIGATION PLANS. POT HOLE NOTE: ALL SEWER LATERAL AND WATER SERVICE CROSSINGS SHALL BE POT HOLED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE ENGINEER 27156 BURBANK �pQROFSS�syq�� FOR REQUIRED CLEARANCES OF OTHER BURIED UTILITES. W F°°' " "L RANCH, `" °P °'o y � c c� FIRE HYDRANT ELEVATION NOTE: M 1146.016.3600 W - m " SCALE: 1 " =20' LCHANGENO. ULTING, INC. F. 949.a16.3wa No. 335 0 = >a *SET FIRE HYDRANT BARREL FLANGE 6 ABOVE FLATWORK PER SDWAS STD WF -01, VERIFY ENGINEERING * Exp. 6/30J2014 * ELEVATION WITH IMPROVEMENT PLANS. NNING &SURVEYING CVCINC'NES �, CIVIL ��! 0 10 20 40 OF CAl \F0� DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY DK I DK VWS APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. P µ f A M 10121113 PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY- AP a @D PUBLIC IMPROVEMENT PLANS FOR: L S ob .2 " SURVEY CONTROL NETWORK PER R.O.S. 18416 ,2 "IPRCE29577ATA20'O /STOTHE HORIZONTAL DATE: BY: �./Lr��- BY: FIORE 11528 -I CENTER OF CUL -DE -SAC AT THE NE END OF MASIH MAHER � " "' �' R.C.E. NO.: 33520 i 13 GLENN P UIM SEWER AND WATER PLAN ARBOR CT ELEVATION: 174.391' W. DATE: 9 DATE: lr DATUM: NAVD'88 VERTICAL VINCENT W. SCARPATI EXP.: 06/30/2014 PLANNING CASE NO: 11 -189 TMDBICDP /DR /MINIEIA APN:254- 400 -14,19 SHFFT 7 OF 11 0 UM x� z� J Q ?00 O oro ZLLM P: Z (6 Z 0D� 0 m Ll >('o O N a _z _ r 1 +24.9 _.. . .. mm T THQE ANCONR D r . 10 � yJ MAIN P _ s QI' N E O E Xf,. . 8" V VCP E- f S 11 +00 5 5 S 12"SD a T45.7T7 n�v NORM NDY ROAM s 127—w s — s s ::._�,.R .... RECYCLED�VATER ... 13 }51.52 (e) Lwo MH V; x 100 46. 4 NV NO. 04 2650 F„-__.. EX. 345 ZONE 6" AC DW 4 13 +85 7. I t' / "RESTRAINED JO X Z i i `wn�n 12 150.03 INV ( 'SD- - — - ib O �_ ^ �- w0=a Q W J 0 p ...... °v .......... w m� CL aoo � w w 4,8 R/W cn ..z"SD —5— z EX. 3 ";_GAS T SS EX. 8" VCP SEWER 10' L 5 X4668 S_ _ EX. 4" RECYC.... R 149.53 INV X. 345 ZONE, "yAC OW 1-00 F +, _ _ R T A _ ..._ __ k — — I— — �- CONTRACTOR TO POTHOLE AND VERIFY EX. GAS MAIN PRIOR TO 14+76.50 2 / CONSTRUCTION 1w � i 0 r CONSTRUCTION NOTES: INSTALL 8" PVC CL -305 WATER LINE PER SDWAS STDS. WP -01 AND WP -02. OZ — INSTALL DUAL 3/4" DOMESTIC AND 1" FIRE METER PER SDWAS STDS. WS -09 AND WC -17. a INSTALL 8" PVC SDR -35 SEWER PIPE PER SDRSD STD. SP -02 3A INSTALL 8" PVC SDR -26 SEWER PIPE PER LWD STD PLAN S -18 O INSTALL FIRE HYDRANT ASSEMBLY PER SDWAS STD. WF -01. FIRE HYDRANT BARREL FLANGE ELEVATION (FE) PER PLAN INSTALL SEWER SERVICE PER LWD STD PLAN S -17 AND S -25. TIE -IN TO EXISTING SEWER MAIN PER STD S -32 5A INSTALL DEEP CUT SEWER SERVICE PER LWD STD PLAN S -18 66 INSTALL 48" MANHOLE PER LWD STD PLAN S -3. 6A CONNECT TO EXISTING SEWER MANHOLE BY CORE DRILLING; RE- CHANNEL MH BOTTOM FOR NEW INCOMING LINE & USE LINK SEAL TO SECURE PIPE. 66 INSTALL 60" MANHOLE PER LWD STD PLAN S -4. INSTALL 8 "X8"X8" TEE W/VALVES PER SDWAS STD. WF -01 8 INSTALL 8" R.W. GATE VALVE PER SDWAS STD. WV -02. INS 14 "X14 "X8" TEE W/VALVES PER SDWAS STD. WT -01 10 INSTALL 14" R.W. GATE VALVE PER SDWAS STD. WV -02. @_ INSTALL BACKWATER VALVE ON SEWER LATERAL 12 INSTALL "NO PARKING FIRE LANE" SIGNS PER FIRE DEPT STDS (75' O.C. TYP.) INSTALL 60" MANHOLE PER LWD STD PLAN S -4. CONSTRUCTION NOTES: 20 INSTALL 1" LATERAL (3/4" IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 21 INSTALL 2" LATERAL (2" RW IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE @_ RELOCATE EX, AIR VAC PER SDWAS STD PLAN NO. WA -03 NOTE: ALL BACKFLOW DEVICES PER IRRIGATION PLANS. POT HOLE NOTE: ALL SEWER LATERAL AND WATER SERVICE CROSSINGS SHALL BE POT HOLED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE ENGINEER 27156 BURBANK �pQROFSS�syq�� FOR REQUIRED CLEARANCES OF OTHER BURIED UTILITES. W F°°' " "L RANCH, `" °P °'o y � c c� FIRE HYDRANT ELEVATION NOTE: M 1146.016.3600 W - m " SCALE: 1 " =20' LCHANGENO. ULTING, INC. F. 949.a16.3wa No. 335 0 = >a *SET FIRE HYDRANT BARREL FLANGE 6 ABOVE FLATWORK PER SDWAS STD WF -01, VERIFY ENGINEERING * Exp. 6/30J2014 * ELEVATION WITH IMPROVEMENT PLANS. NNING &SURVEYING CVCINC'NES �, CIVIL ��! 0 10 20 40 OF CAl \F0� DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY DK I DK VWS APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. P µ f A M 10121113 PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY- AP a @D PUBLIC IMPROVEMENT PLANS FOR: L S ob .2 " SURVEY CONTROL NETWORK PER R.O.S. 18416 ,2 "IPRCE29577ATA20'O /STOTHE HORIZONTAL DATE: BY: �./Lr��- BY: FIORE 11528 -I CENTER OF CUL -DE -SAC AT THE NE END OF MASIH MAHER � " "' �' R.C.E. NO.: 33520 i 13 GLENN P UIM SEWER AND WATER PLAN ARBOR CT ELEVATION: 174.391' W. DATE: 9 DATE: lr DATUM: NAVD'88 VERTICAL VINCENT W. SCARPATI EXP.: 06/30/2014 PLANNING CASE NO: 11 -189 TMDBICDP /DR /MINIEIA APN:254- 400 -14,19 SHFFT 7 OF 11 0 UM x� z� J Q ?00 O oro ZLLM P: Z (6 Z 0D� 0 m Ll >('o O N a EX. 3 ";_GAS T SS EX. 8" VCP SEWER 10' L 5 X4668 S_ _ EX. 4" RECYC.... R 149.53 INV X. 345 ZONE, "yAC OW 1-00 F +, _ _ R T A _ ..._ __ k — — I— — �- CONTRACTOR TO POTHOLE AND VERIFY EX. GAS MAIN PRIOR TO 14+76.50 2 / CONSTRUCTION 1w � i 0 r CONSTRUCTION NOTES: INSTALL 8" PVC CL -305 WATER LINE PER SDWAS STDS. WP -01 AND WP -02. OZ — INSTALL DUAL 3/4" DOMESTIC AND 1" FIRE METER PER SDWAS STDS. WS -09 AND WC -17. a INSTALL 8" PVC SDR -35 SEWER PIPE PER SDRSD STD. SP -02 3A INSTALL 8" PVC SDR -26 SEWER PIPE PER LWD STD PLAN S -18 O INSTALL FIRE HYDRANT ASSEMBLY PER SDWAS STD. WF -01. FIRE HYDRANT BARREL FLANGE ELEVATION (FE) PER PLAN INSTALL SEWER SERVICE PER LWD STD PLAN S -17 AND S -25. TIE -IN TO EXISTING SEWER MAIN PER STD S -32 5A INSTALL DEEP CUT SEWER SERVICE PER LWD STD PLAN S -18 66 INSTALL 48" MANHOLE PER LWD STD PLAN S -3. 6A CONNECT TO EXISTING SEWER MANHOLE BY CORE DRILLING; RE- CHANNEL MH BOTTOM FOR NEW INCOMING LINE & USE LINK SEAL TO SECURE PIPE. 66 INSTALL 60" MANHOLE PER LWD STD PLAN S -4. INSTALL 8 "X8"X8" TEE W/VALVES PER SDWAS STD. WF -01 8 INSTALL 8" R.W. GATE VALVE PER SDWAS STD. WV -02. INS 14 "X14 "X8" TEE W/VALVES PER SDWAS STD. WT -01 10 INSTALL 14" R.W. GATE VALVE PER SDWAS STD. WV -02. @_ INSTALL BACKWATER VALVE ON SEWER LATERAL 12 INSTALL "NO PARKING FIRE LANE" SIGNS PER FIRE DEPT STDS (75' O.C. TYP.) INSTALL 60" MANHOLE PER LWD STD PLAN S -4. CONSTRUCTION NOTES: 20 INSTALL 1" LATERAL (3/4" IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 21 INSTALL 2" LATERAL (2" RW IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE @_ RELOCATE EX, AIR VAC PER SDWAS STD PLAN NO. WA -03 NOTE: ALL BACKFLOW DEVICES PER IRRIGATION PLANS. POT HOLE NOTE: ALL SEWER LATERAL AND WATER SERVICE CROSSINGS SHALL BE POT HOLED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE ENGINEER 27156 BURBANK �pQROFSS�syq�� FOR REQUIRED CLEARANCES OF OTHER BURIED UTILITES. W F°°' " "L RANCH, `" °P °'o y � c c� FIRE HYDRANT ELEVATION NOTE: M 1146.016.3600 W - m " SCALE: 1 " =20' LCHANGENO. ULTING, INC. F. 949.a16.3wa No. 335 0 = >a *SET FIRE HYDRANT BARREL FLANGE 6 ABOVE FLATWORK PER SDWAS STD WF -01, VERIFY ENGINEERING * Exp. 6/30J2014 * ELEVATION WITH IMPROVEMENT PLANS. NNING &SURVEYING CVCINC'NES �, CIVIL ��! 0 10 20 40 OF CAl \F0� DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY DK I DK VWS APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. P µ f A M 10121113 PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY- AP a @D PUBLIC IMPROVEMENT PLANS FOR: L S ob .2 " SURVEY CONTROL NETWORK PER R.O.S. 18416 ,2 "IPRCE29577ATA20'O /STOTHE HORIZONTAL DATE: BY: �./Lr��- BY: FIORE 11528 -I CENTER OF CUL -DE -SAC AT THE NE END OF MASIH MAHER � " "' �' R.C.E. NO.: 33520 i 13 GLENN P UIM SEWER AND WATER PLAN ARBOR CT ELEVATION: 174.391' W. DATE: 9 DATE: lr DATUM: NAVD'88 VERTICAL VINCENT W. SCARPATI EXP.: 06/30/2014 PLANNING CASE NO: 11 -189 TMDBICDP /DR /MINIEIA APN:254- 400 -14,19 SHFFT 7 OF 11 0 UM x� z� J Q ?00 O oro ZLLM P: Z (6 Z 0D� 0 m Ll >('o O N a w 0 J W - W W Z J U H Q -s w EX. WATER LATERAL TO BE KILLED AT MAIN PER PURVEYOR STDS. �J z is EX. WATER LATERAL TO C 28 BE KILLED AT MAIN Pi PURVEYOR STDS. EX. RW SERVICE TO BE II ABAND. BY DEVELOPER PER WS -08 f s� �- 27, EX. 2-RW B.O., RELOCATE PER WAS STD i WB -01 i t rann i ten. �ma_ - --`S T u Y�r J - K -! MAIN PRIOR TQ - _ POTHOLE AND VERIFY Rw jf 4" Y s 19 90s - CANS -8M00 - _ - I_CLED WATER _R AS`1u1 P EX - - s EX-G A ON ! ! IM PRO Rw- - S�II- - -._ TO CON �n�p Rte! E --6-_j C DW!i(345 ZON) �� W -� a 7 48:67 2 _ __ _ 18+15.23 18 +81.23 18 +81.23 _ - _l 4 58.62 FE* -_ 162.66INV 5 19 +44.09 2 � 2 ) - "RESTRAINED JOINTS NEEDED" /19 +60.59 166.4INV5 - �• I �s A. w - - L �a z w w r woa- g Q w IR6 * La J O z Lu m 0 1 � � a�o w 12 150.02 INV 4,8' r; _ 2"s0 R/W� w z Q EX. fAS - z �3 / -__ -_ -, 151. / EX. 8" VCP SEWER m o N 10' a i- o 5 X466:56 , 149.53 INV s - -` - EX. 345 ZONE, ADC DIN f � � - �. OTHOLE ANp - - - - -- - - - - -- - _ ! - - - -- - - - rt 4 RIEYX: "�ca;.eIN PRIOR -_T - -� - - - -� -- -- __ - .__ -- _ -.. __ CONTRACTOR. TOz,, POTHOLE AN1Z - 12 +85.64 - CONSTRUCTION 11 +24.90 s � � 5 %5 ?� - 10`1 -VERIFY O FX. G/�S MAIN PRIO. TOf� EX. 8" VCP fiWER - 5 745.71 TNV A,ryp�� A'Dv pO ^ D 10' , 5 S s RL - 1 b) L` 1 YVI 7 1 V I Il /Y V Vow w -- - UCTION- x i s s- 12+53, s- D D I 11 +.7n -- - RW _ - 2 - -S - - s 11 +00 5 143.90) INV 12 +00 ? - R - - R - -(• RECYCLED WATER Rte_ 11.5 -(E Lwo MH X 152- --- I -- - - -13 +00 I No. -21350 RW- _ -_ - -� J -r =S ff 8I7 =- - +60:25 2 / / =�i� i x 153 -1 VJ-- - 3 ` _ -34` ZONE 6" AC DEW i - - 2 - - - x 152 E 4 13 +85.9 52.fi x 1 x - 1 - -- -�� 3� "7.29 E* RESTRAINED JC - - -- -- \ . 7 - � -- -. _- � � 155.4 ° X - -- -- -- - - X i x 27156 BURBANK FOOTHILL RANCH, CA 02610 CONSULTING, INC. F.049.ti16.3905 CIVIL ENGINEERING CVC-INC NET LAND PLANNING & SURVEYING CHANGE NO. 774 7 T 13 7. . W C 80705 Exi 3/31/15 Ji CIVIL .r�! �IFOF CAL \F0� APPROVED DATE BENCHMARK SCALE (s1 /d /0 /7j PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS 14121 SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" 1 RCE 29577 AT A 20' CIS TO THE HORIZONTAL CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 VERTICAL - SPECIAL DISTRICT �.._.._ . / O DK DK w, APPROVALS CONSTRUCTION NOTES: SEE SHEET 6 �EIRE I <1r- INSTALL 8" PVC CL -305 WATER LINE PER SDWAS STDS. WP -01 AND WP -02. 2a- INSTALL DUAL 3/4" DOMESTIC AND 1" FIRE METER PER SDWAS STDS. WS -09 AND WC -17. INSTALL 8" PVC SDR -35 SEWER PIPE PER SDRSD STD. SP -02 IS- INSTALL 8" PVC SDR -26 SEWER PIPE PER LWD STD PLAN S -18 O INSTALL FIRE HYDRANT ASSEMBLY PER SDWAS STD. WF -01. FIRE HYDRANT BARREL FLANGE ELEVATION (FE) PER PLAN 5a- INSTALL SEWER SERVICE PER LWD STD PLAN S -17 AND S -25. TIE -IN TO EXISTING SEWER MAIN PER STD S -32 5A INSTALL DEEP CUT SEWER SERVICE PER LWD STD PLAN S -18 6 INSTALL 48" MANHOLE PER LWD STD PLAN S -3. 6A CONNECT TO EXISTING SEWER MANHOLE BY CORE DRILLING; RE- CHANNEL MH BOTTOM FOR NEW INCOMING LINE & USE LINK SEAL TO SECURE PIPE. 6B INSTALL 60" MANHOLE PER LWD STD PLAN S -4. �- INSTALL 8 "X8 "X8" TEE W/VALVES PER SDWAS STD. WT -01 INSTALL 8" R.W. GATE VALVE PER SDWAS STD. WV -02. �- INSTALL 14 "X14 "X8" TEE W/VALVES PER SDWAS STD. WT -01 10 INSTALL 14" R.W. GATE VALVE PER SDWAS STD. WV -02. 11 INSTALL BACKWATER VALVE ON SEWER LATERAL 12 INSTALL "NO PARKING FIRE LANE" SIGNS PER FIRE DEPT STDS (75' O.C. TYP.) INSTALL 60" MANHOLE PER LWD STD PLAN S -4. CONSTRUCTION NOTES: 20 INSTALL 1" LATERAL (3/4" IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 21 INSTALL 2" LATERAL (2" RW IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 22 RELOCATE EX. AIR VAC PER SDWAS STD PLAN NO. WA -03 NOTE: ALL BACKFLOW DEVICES PER IRRIGATION PLANS. POT HOLE NOTE: ALL SEWER LATERAL AND WATER SERVICE CROSSINGS SHALL BE POT HOLED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE ENGINEER FOR REQUIRED CLEARANCES OF OTHER BURIED UTILITIES. FIRE HYDRANT ELEVATION NOTE: SCALE: 1 " =20' *SET FIRE HYDRANT BARREL FLANGE 6" ABOVE FLATWORK PER SDWAS STD WF -01, VERIFY ELEVATION WITH IMPROVEMENT PLANS. - -' 0 10 20 40 �U C� S N CCT � CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: APPROVED BY- PUBLIC IMPROVEMENT PLANS FOR: DATE: BY: BY: AA - /1/\ a/,- FIORE 11528-1 MASIH MAHER T-61( GLENN PRUIM R.C.E. NO.: 33521 DATE: DATE: IO/21 /3 SEWER AND WATER PLAN VINCENT W. SCARPATI EXP.: 06/30/2014 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA APN:254- 400 -14,19 SHFFT 7A' OF 1- t 0 UM x� z C < J J U 'L. ?Oo 0 z LL M Y c rorn 0Z0) 0 m W >`0ZO 0 N a A. w - - L �a 0 woa- U- * La J O z Lu m 0 1 � � a�o w 12 150.02 INV 4,8' r; _ 2"s0 R/W� w z Q EX. fAS �.._.._ . / O DK DK w, APPROVALS CONSTRUCTION NOTES: SEE SHEET 6 �EIRE I <1r- INSTALL 8" PVC CL -305 WATER LINE PER SDWAS STDS. WP -01 AND WP -02. 2a- INSTALL DUAL 3/4" DOMESTIC AND 1" FIRE METER PER SDWAS STDS. WS -09 AND WC -17. INSTALL 8" PVC SDR -35 SEWER PIPE PER SDRSD STD. SP -02 IS- INSTALL 8" PVC SDR -26 SEWER PIPE PER LWD STD PLAN S -18 O INSTALL FIRE HYDRANT ASSEMBLY PER SDWAS STD. WF -01. FIRE HYDRANT BARREL FLANGE ELEVATION (FE) PER PLAN 5a- INSTALL SEWER SERVICE PER LWD STD PLAN S -17 AND S -25. TIE -IN TO EXISTING SEWER MAIN PER STD S -32 5A INSTALL DEEP CUT SEWER SERVICE PER LWD STD PLAN S -18 6 INSTALL 48" MANHOLE PER LWD STD PLAN S -3. 6A CONNECT TO EXISTING SEWER MANHOLE BY CORE DRILLING; RE- CHANNEL MH BOTTOM FOR NEW INCOMING LINE & USE LINK SEAL TO SECURE PIPE. 6B INSTALL 60" MANHOLE PER LWD STD PLAN S -4. �- INSTALL 8 "X8 "X8" TEE W/VALVES PER SDWAS STD. WT -01 INSTALL 8" R.W. GATE VALVE PER SDWAS STD. WV -02. �- INSTALL 14 "X14 "X8" TEE W/VALVES PER SDWAS STD. WT -01 10 INSTALL 14" R.W. GATE VALVE PER SDWAS STD. WV -02. 11 INSTALL BACKWATER VALVE ON SEWER LATERAL 12 INSTALL "NO PARKING FIRE LANE" SIGNS PER FIRE DEPT STDS (75' O.C. TYP.) INSTALL 60" MANHOLE PER LWD STD PLAN S -4. CONSTRUCTION NOTES: 20 INSTALL 1" LATERAL (3/4" IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 21 INSTALL 2" LATERAL (2" RW IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 22 RELOCATE EX. AIR VAC PER SDWAS STD PLAN NO. WA -03 NOTE: ALL BACKFLOW DEVICES PER IRRIGATION PLANS. POT HOLE NOTE: ALL SEWER LATERAL AND WATER SERVICE CROSSINGS SHALL BE POT HOLED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE ENGINEER FOR REQUIRED CLEARANCES OF OTHER BURIED UTILITIES. FIRE HYDRANT ELEVATION NOTE: SCALE: 1 " =20' *SET FIRE HYDRANT BARREL FLANGE 6" ABOVE FLATWORK PER SDWAS STD WF -01, VERIFY ELEVATION WITH IMPROVEMENT PLANS. - -' 0 10 20 40 �U C� S N CCT � CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: APPROVED BY- PUBLIC IMPROVEMENT PLANS FOR: DATE: BY: BY: AA - /1/\ a/,- FIORE 11528-1 MASIH MAHER T-61( GLENN PRUIM R.C.E. NO.: 33521 DATE: DATE: IO/21 /3 SEWER AND WATER PLAN VINCENT W. SCARPATI EXP.: 06/30/2014 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA APN:254- 400 -14,19 SHFFT 7A' OF 1- t 0 UM x� z C < J J U 'L. ?Oo 0 z LL M Y c rorn 0Z0) 0 m W >`0ZO 0 N a :.i O U F- 1�/ ` Q EX. fAS - �3 / -__ -_ -, 151. / EX. 8" VCP SEWER 10' -s - 1 RECYC R TER 5 X466:56 , 149.53 INV s - -` - EX. 345 ZONE, ADC DIN 16" 5�0 T ONTPACTOR TO POTHOLE AND VERIFY i GAS MAIN PRIOR TO 14 N76.50 2 1 g" CONSTRUCTION �.._.._ . / O DK DK w, APPROVALS CONSTRUCTION NOTES: SEE SHEET 6 �EIRE I <1r- INSTALL 8" PVC CL -305 WATER LINE PER SDWAS STDS. WP -01 AND WP -02. 2a- INSTALL DUAL 3/4" DOMESTIC AND 1" FIRE METER PER SDWAS STDS. WS -09 AND WC -17. INSTALL 8" PVC SDR -35 SEWER PIPE PER SDRSD STD. SP -02 IS- INSTALL 8" PVC SDR -26 SEWER PIPE PER LWD STD PLAN S -18 O INSTALL FIRE HYDRANT ASSEMBLY PER SDWAS STD. WF -01. FIRE HYDRANT BARREL FLANGE ELEVATION (FE) PER PLAN 5a- INSTALL SEWER SERVICE PER LWD STD PLAN S -17 AND S -25. TIE -IN TO EXISTING SEWER MAIN PER STD S -32 5A INSTALL DEEP CUT SEWER SERVICE PER LWD STD PLAN S -18 6 INSTALL 48" MANHOLE PER LWD STD PLAN S -3. 6A CONNECT TO EXISTING SEWER MANHOLE BY CORE DRILLING; RE- CHANNEL MH BOTTOM FOR NEW INCOMING LINE & USE LINK SEAL TO SECURE PIPE. 6B INSTALL 60" MANHOLE PER LWD STD PLAN S -4. �- INSTALL 8 "X8 "X8" TEE W/VALVES PER SDWAS STD. WT -01 INSTALL 8" R.W. GATE VALVE PER SDWAS STD. WV -02. �- INSTALL 14 "X14 "X8" TEE W/VALVES PER SDWAS STD. WT -01 10 INSTALL 14" R.W. GATE VALVE PER SDWAS STD. WV -02. 11 INSTALL BACKWATER VALVE ON SEWER LATERAL 12 INSTALL "NO PARKING FIRE LANE" SIGNS PER FIRE DEPT STDS (75' O.C. TYP.) INSTALL 60" MANHOLE PER LWD STD PLAN S -4. CONSTRUCTION NOTES: 20 INSTALL 1" LATERAL (3/4" IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 21 INSTALL 2" LATERAL (2" RW IRRIGATION METER TO BE INSTALLED BY DISTRICT) PER SDWAS STD NO. WS -02 AND WS -03 WITH TRACER WIRE AND CONNECT TO IRRIGATION LINE 22 RELOCATE EX. AIR VAC PER SDWAS STD PLAN NO. WA -03 NOTE: ALL BACKFLOW DEVICES PER IRRIGATION PLANS. POT HOLE NOTE: ALL SEWER LATERAL AND WATER SERVICE CROSSINGS SHALL BE POT HOLED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE ENGINEER FOR REQUIRED CLEARANCES OF OTHER BURIED UTILITIES. FIRE HYDRANT ELEVATION NOTE: SCALE: 1 " =20' *SET FIRE HYDRANT BARREL FLANGE 6" ABOVE FLATWORK PER SDWAS STD WF -01, VERIFY ELEVATION WITH IMPROVEMENT PLANS. - -' 0 10 20 40 �U C� S N CCT � CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: APPROVED BY- PUBLIC IMPROVEMENT PLANS FOR: DATE: BY: BY: AA - /1/\ a/,- FIORE 11528-1 MASIH MAHER T-61( GLENN PRUIM R.C.E. NO.: 33521 DATE: DATE: IO/21 /3 SEWER AND WATER PLAN VINCENT W. SCARPATI EXP.: 06/30/2014 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA APN:254- 400 -14,19 SHFFT 7A' OF 1- t 0 UM x� z C < J J U 'L. ?Oo 0 z LL M Y c rorn 0Z0) 0 m W >`0ZO 0 N a .............. LI-- L Lu US � 9614 93 0 LU 1.40 FL UJ U) CONSTRUCTION NOTES INSTALL 6" URB PER SDRSD G-1 L I INSTALL 2.5C PERVIOUS PAVER SECTION AND PER DETAIL, SHEET 8. 32 GRIND AND OVERLAY 2" MINIMUM TO THE LOCATIONS SHOWN. oi - ------ �77 ;92 . ...... ml 34 14 STATION 10+50 .25 PA04691 L �E s cil 9 FS uj r-, MATCH LINE SEE SHEET 9 co . ..... 00 179. Ac 1123 INSTALL SDRSD G-27 CURB RAMP. NO ;a> Uawi J� it 1� 179.59 FS PA v INSTALL DRIVEWAY PER SDRSD-G14. SEE PLAN FOR DRIVEWAY TYPE. ....... .. OD 179.54 u- .......... C� co "/ f le, SAW CUT 1' MINIMUM ALONG EXISTING EDGE OF AC PAVEMENT. M F CD R/W F 178.99 FS S rw I 36 CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. T7 I au I --T ?/I MINIMUM SECTION 4" AC ON 6" CLASS 11. J I- Y. T-6-v� INSTALL DIG WALKING PATH, SEE DETAIL ON SHEET 2. v . . .... 1 14 33 y, �- 140,� 20+ 7.96 I z C-4 co yx�� 1,7L7- 178. 9TG c --- ------- ---------- I (3l)-j 16+87.8.G 11+03 91 ---- 17+45.60 EX. GAS �lc-o 19+ZZbU LA. GA PROPOSED CATCH BASIN, SEE SHEET All to 165 31 Gr I 171.65 TIC 0+07. 18+29.76 1 6, 18+45.36 TC 171.57 FS 171. FS/ 5' TIC ... ... .... . -CONSTRUCT LOCAL DEPRESSION PER CITY OF SAN DIEGO STD. DETAIL SDG-110 '64 02 FL x 16 .56 16 .87fL` 167.96 TC x 05 .67�, FL 168.41 -.d-! 2i 19+38.60 RE- FS 167.7 - - ----- ---- 7 ON SHEET 3 Lu --WD w 167-88 FL' 168,3S, FL O(E) L MANDY ROAD..... CONST. 4" THICK SIDEWALK PER SDRSD STD DRAWING G-7 AND G-9. x JRW j 19*00 . ...... .. ...... ....... ...... . EX�,f7 -- - No!_04-1209 - ---- ------ ...... �l " W & CL -17+00-- . ...... . .... ....... 18+GG 172,52,M- EX. 4" ZD . ...... ....... - - - - - - PROPOSED DG MEANDERING SIDEWALK, SEE DETAIL ON SHEET 2. EX 1. Hp S81F59�5VE > .-2 LU -DW- Lu . . ..... �EX.--6"-AC . .... ----- U) 43 .... .. ... ........... PROPOSED STORM DRAIN PIPE, SEE SHEET 10, S . ............ .. .... --- -------------- MH 43 . . . ........... -ADJUST TO FINISH GRADE ITEM(S) AS NOTED. -- --------- x ............ L INSTALL FULL DEPTH AC PATCH PER GREEN BOOK STANDARDS. 7 7, ........................ - 8-- X - ......... ........... t . ..... . . . ............. .. . .... ........ J!" ih +............. .... .................. ... ............. ......... ... .... .... . .......... ..... -5.4 INSTALL SDRSD E-1 100 WATT HPS STD STREET LIGHT IN THE LOCATION ............. . ........... x SHOWN. 65,o .......... -- ----- CONST. 6" CURB & GUTTER PER SDRSD STD G-2. WITH 6" OPENINGS EVERY 10' D.C.. SEE DETAIL ON SHEET 2 VARIES (2.5'-51 CONSTRUCT BID SWALE. SEE DETAILS SHEET 2. ORCOAQUA - um PERVIM PAVERS TC(I)--Tc 6"XIGI POC an TD(2) MI)-[(O.5C)+(O.Q2OX2)1 FLUS�/r E G-1 CURB ONLY CONST. SDRSD STD AC DIKE TO THE GRADES SHOWN. M7 MENT TC(2) 1/4• TCO) PERMEABLE CHIPS TRANSITION AC DIKE FROM 6" TO 0" FACE. VWITHIN VOID nLL - I/e im, HAND Taff 2x PP TO REMAIN IN PLACE F V I I PP TO BE RELOCATED UNDER SEPARATE COVER. REMOVE AND REPLACE FULL AC AND BASE SECTION OF INTERSECTION PER LIMITS SET BY INSPECTOR AND PER GEOTECHNICAL REPORT MIN. SECTION SHALL BE 4" AC/6- BASE PROP INSTALL CROSS GUTTER PER SDRSD STD G-12 R S-R w N /w .............. .......... PUBLIC- INSTALL 4" SDR 35 PVC AND CONNECT TO STORM DRAIN MAIN PRIVATE .. PER DWG. NO. 11528-G 7' DEDICATION 5' PROP. PER 3/4' INSTALL 6" ROUND NDS ATRIUM GRATE AND TIE INTO PERFORATED PIPE SIDEWALK CRMED RO(X 1/4- TO 3/8• BEDDING VARIES 32' FINAL MAP DECOMPOSED SUB aRSE 1/2• TO I- M CONNECT TO EXISTING STORM DRAIN LINE VARIES GRANITE NOTE. PAVERS SHALL BE INSTALLED PER GEOTECHNICAL REPORT AND ORCO SPEWICATIONS WILL VARY ALONG FRONTAfE I INSTALL 6" CURB OPENING PER DETAIL ON SHEET 2 I' SAWCUT & 5' SD Partlow PAWN SECWN REPLACE WITH PRIVATE N.T.S. INSTALL 4" SDR 35 PVC PERFORATED DRAIN PER DETAIL ON SHEET 2 NOTE: HOA TO MAINTAIN WATER QUALITY TREATMENT AN SIDEWALK IN ACCORDANCE NTH PERMANENT ENCROACHMENT FULL AC SECTION EASEMENT MANTMACE AND REMOVAL COVENANT AGREEMENT RECORDED. (El 3-13 As DoomENT. 1611 • 0 7(617 VARIES gRILS VARIES 2'-6" PER REMOVE EXISTING STREET LIGHT PAVER SECTION FINAL MAP CONST. RETAINING WALL TYPE 4 PER SDRSD STD C-4 WITH 6" WIDE CONC. SWALE GAS TOP 4" MIN DG WALK CONST. RETAINING WALL TYPE 2 PER SDRSD STD C-2 WITH 6" WIDE CONIC. SWALE 4" PVC RW 2 "x8" REDWOOD HEADER EA. SIDE OF WALK 6- ACP DW-/8 VCP SS PROP PROP G-1 CURB ONLY (6-) ILLISH VESSi COMPACTED SUBGRADE 4- THU DUUFM WNITE (SHED AWkTATE) 27156 BURBANK WITH MDN-TOlOC DrA%K COLORLESS, WORM FOOTHILL RANCH, CA 92610 W. OVERLAY SHALL BE TYPE Cl PG64-28TR TIRE RUBBER MODIFIED AC MIX 6"06" PCC FLUSH CURB CONCENTRATED POWDER OHM FOR OVERLAY AND TYPE B PG64-10 CONVENTIONAL AC FOR DIG OUTS 30" RCP SD T. 040.916.3800 m INTERSECTION OF NORMANDY AND URANIA SHALL BE REMOVED AND REPLACED. ,-P Na. 33 20 STRUCTURAL SECTION BASED ON R-VALUE TESTING STA 10+26 TO 17+00 IS 32' PAVING MIN. CONSULTING, INC. F-94a.sia-3wa U Exp. 6/30/2014 CIVIL ENGINEERING NCFMADYROAD INCLUDING PAVERS A 12 CVC-INC.NEr STA 17+20 TO 20+09 IS 24' PAVING MIN. LAND PLANNING & SURVEYING trivi N.T.S. OF c INCLUDING PAVERS HEADER-, 0 10 20 40 ?U `iEUmE COmPx7ION 34 2 0 L u- CD 7"o co to UD COCO 4 R+24 L182 --76 + 9 167. 96 TC CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY i DRAWN BY CHECKED BY DK DK BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PT. NO 1005 (ENO -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S, PLANS PREPARED UNDER SUPERVISION OF REVIEWED APP RQMD PUBLIC IMPROVEMENT PLANS FOR: 18416, 2" IP RCE 29577 AT A 20- O/S TO THE HORIZONTAL DATE: BY: /L4. e BY: CENTER OF CUL-DE-SAC AT THE NE END OF MASIH MAHER FIORE 11528-1 ARBOR CT ELEVATION: 174.391' R.C.E. NO.: 33520 GLENN PR I o/ /3 STREET IMPROVEMENT PLAN DATE: DATE: DATUM:NAVD'88 VERTICAL VINCENT W. �SCARP�ATI EXP.: 06/30/2014 PLANNING CASE NO: 11-189 TMDBICDP/DRIMINIEIA APN:254-400-14,19 SHEET N 0 OD 0 C? (o z m O F- LL Z -00 O u- 00 Z m F Z (6 DO DO z T 0 7) c) DO > U(C) ) 0 Z C) N :r I-T+uu - -I- 1 9+nn uRan 13+00 -I- 0 SCALE: 1 " =10' 0 05 10 20 CONSTRUCTION NOTES: INSTALL 60 CURB PER SDRSD G-1 AND INSTALL 2.5' PERVIOUS PAVER SECTION PER DETAIL, SHEET 8. GRIND AND OVERLAY 2" MINIMUM TO THE LOCATIONS SHOWN. - - - -------- - - X ........ ..... ........... .. 71 .. .. ..... .......... j 04 34 33 INSTALL SDRSD G-27 CURB RAMP. INI 1� 1 19 N11 100 cl� + w INSTALL DRIVEWAY PER SDRSD-G14. SEE PLAN FOR DRIVEWAY TYPE. 180.24 FS 'PUBLIC ACCESS EASEMENT +, SAW CUT 1' MINIMUM ALONG EXISTING EDGE OF AC PAVEMENT. to ER,,FINAL MAP SEE ON SITE IMPROVEMENT to 40 LA R R/W J43 CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 40 /p/0MINIMUM SECTION 4" AC ON 6" CLASS 11. ................ . TC -INSTALL DG WALKING PATH, SEE DETAIL ON SHEET 2. . . ..... ..... ..... ... . co ...... F- . ....... . 80.2q) "all-] - - - ----- - ...... ..................... Lu 38 PROPOSED CATCH BASIN, SEE SHEET 10. -52,1 Lu 104 -8 EX. S6:V r ......................... .11+34.65 . .. ......... 12+75.18,:.:.; 10 18014 Tc AfZ 180.27 TC T86.73 Tc--- 43+20. ... ... ... ... I c 32 46 Ml ion aq T^, I CONSTRUCT LOCAL DEPRESSION PER CITY OF SAN DIEGO STD. DETAIL SDG-110 cno CUD:) 7M4X- 1 06 A. UMS C 80, ON SHEET 3 Fu ...... EX. . .. .... - - ------------ - EX. SS 124 32 U 10K�01ERLAY CONST. 4" THICK SIDEWALK PER SDRSD STD DRAWING G-7 AND G-9. L5L� B . . ......... c:p 13+00 - --------- cl, -E C�4 to 001458 32 uuj, . ..... 1'4 00 0 -- PROPOSED DG MEANDERING SIDEWALK, SEE DETAIL ON SHEET 2. -7 36 .CL - PRIVATE .... -7777= ..... ....... AA l4x!lu R, ............ PROPOSED STORM DRAIN PIPE, SEE SHEET 10. 36, L2 an -TOj AK :-. I - -- , - . U) 0.97% 1�� ---- . .. . ...... . .. -I � . E _E YdA 0.9 % L - - - - - - - . . ........ . ........... . ..... - ------ ---- - ------- --f7 +00w00 '6r ADJUST TO FINISH GRADE ITEM(S) AS NOTED. ...... . . . ...... 180.44 TC .. .... 180.99 T 14+06.61- �LLOCATION OF EXISTING IV 41 1 By ..... . - /7-7 JOIN INSTALL FULL DEPTH AC PATCH PER GREEN BOOK STANDARDS. - - - - - - - - - - -rrr-- Irr-11. . . . . . . . ...... REMOVE'PORTIONS OF, EX. URB INSTALLED 00 ppD p po cow . 187.0 187_0 _ r WARMINGTON TO BE 'j -RETAIN WALI I I \- ' ' <-, , I AtotK JOIN FitLl),-Y�RIFIED) . . .......... . . ...... ------- .......... . ........... WALL�AS / 1(i� -19 ___ _ . . ....... __. - , FG-11111 INSTALL SDRSD E-1 100 WATT HPS STD STREET LIGHT IN THE LOCATION CD (n FG 186.0 j�86. 14 5 N -4 ECESSARY 1c. c>r 8 917R C-) SHOWN. 182.33 TW loom Iw 182.33 TW 179.33 TF vtl,.33 TF 179.33 T 182.33 TW 18 TW I CONST. 6" CURB & GUTTER PER SDRSD STD G-2. 179,33 TF 17 TF I TI WITH 6" OPENINGS EVERY 10' D.C.. SEE DETAIL ON SHEET 2 =183.0 FG 57 EX) NG UTILITY ODLE C, 'm a CONSTRUCT BID SWALE. SEE DETAILS SHEET 2. IT BE LOW x x REL WALL TYP CONST. SDRSD STD AC DIKE TO THE GRADES SHOWN. Ell SDRSD C-2 ---FOR-511 LE,f IN FRONT OF EX, ',"UTIUTY POLE TRANSITION AC DIKE FROM 6" TO 0" FACE. PP TO REMAIN IN PLACE PP TO BE RELOCATED UNDER SEPARATE COVER. PR P EX. REMOVE AND REPLACE FULL AC AND BASE SECTION OF INTERSECTION PER LIMITS SET BY R W RAW INSPECTOR AND PER GEOTECHNICAL REPORT MIN. SECTION SHALL BE 4- AC/6- BASE PRIVATE PUBLIC EX. SCALE: 1 "=20' INSTALL CROSS GUTTER PER SDRSD STD G-12 PER DWG. NO. 11528-G 2' R/W INSTALL 4" SDR 35 PVC AND CONNECT TO STORM DRAIN MAIN DEDICATION 27' 25' 10, 17' 15' 0 10 20 40 INSTALL 6" ROUND NDS ATRIUM GRATE AND TIE INTO PERFORATED PIPE z 51 IPROP. 4.51 PROP. VARIES CONNECT TO EXISTING STORM DRAIN LINE 0 SIDEWALK EIMP 1' SAWCUT & FULL ui 0 IN ANCEDI 1101WALE REPLACE WITH DEPTH INSTALL 6" CURB OPENING PER DETAIL ON SHEET 2 U<- CO ORED FULL AC SECTION VARIES AC, INSTALL 4" SDR 35 PVC PERFORATED DRAIN PER DETAIL ON SHEET 2 CC VARIES REMOVE EXISTING STREET LIGHT SEE "ROADSIDE TREATMENT 4- PVC RW-"op PROP. AC DIKE CONST. RETAINING WALL TYPE 4 PER SDRSD STD C-4 WITH 6" WIDE CONC. SWALE PER SDRSD STD. G-5 SWALE" DETAIL ON SHT 2 EX AC PAVEMENT PROP. TYPE C-2 RET. CONST. RETAINING WALL TYPE 2 PER SDRSD STD C-2 WITH 6" WIDE CONC. SWALE PROPOSED 2 GRIND WALL WHERE OCCURS AND OVERLAY 8' Cl SS 14" ACP DW ~IA AVE 30" RCP SD LOOKING SOUTH N.T.S. NOTE: HOA TO MAINTAIN WATER QUALITY TREATMENT AND SIDEWALK IN CORDANCE WITH PERMANENT ENCROACHMENT MAINTENENACE AND REMOVAL COVENANT AGREEMENT RECORDED: Y/ 3 AS DOCUMENT' A01 2 - 65)n 7fa (7 27156 BURBANK W FOOTHILL RANCH, CA 92610 Sc NOTE: OVERLAY SHALL BE TYPE Cl PG64-28TR TIRE RUBBER MODIFIED AC MIX FOR OVERLAY AND TYPE 8 PG64-10 CONVENTIONAL AC FOR DIG OUTS T. 940.916.3800 INTERSECTION OF NORMANDY AND URANIA SHALL BE REMOVED AND REPLACED. CONSULTING, INC. F.940.916.3MM o. 3 ?250- STRUCTURAL SECTION BASED ON R-VALUE TESTING CIVIL ENGINEERING CVC-INC.NET Exp. 6/30 201A. LAND PLANNING & SURVEYING Civi Ik OF c DESIGNED BY DRAWN BY CHECKED BY r 'T - 17947 1C rl CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT DK DK Vws APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS BUILTS PT. NO 1005 (ENC-05) OF CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF REVIEWED Ell: AP D PUBLIC IMPROVEMENT PLANS FOR: SURVEY CONTROL NETWORK PER R.O.S. O/S TO THE --LA- V1 BY: AA-AAQ /- 18416, 2" IP RCE 29577 AT A 20 HORIZONTAL DATE: t e BY: CENTER OF CUL-DE-SAC AT THE NE END OF 110 MASIH MAHIER GLENNPRUIM FIORE 11528-1 ARBOR CT ELEVATION: 174.391' \�Lluk4s�- R.C.E. NO.: 33520 DATE: ctl'otl 13 DATE: ?//,//3 STREET IMPROVEMENT PLAN DATUM,NAVD'88 VERTICAL VINCENT W. SCARPATI EXP.: 06/30/2014 PLANNING CASE NO: 11-189 TMDBICDP/DR/MINIEIA APN:254-400-14,19 SHEET 9 OF 11 < co C? co T , c) 92� Z a) < F-- LL Z - 00 -01. LL cq (D z < z 0 C) > (o Z � 0 Ci 06 - 04 0- T f / e FS SCALE: 1"=20' m 7 2jO. _. 5t.62 TC 4 150.77 FL Q i i i / EX. X. GRADE i / I q SJE "ROADSIDE TREATMENT `�`' \`MEANDERING I �4' MINIMUM GRADED AT 0 10 20 40 L SWALE" DETAIL SHT 2. �2 "x8" REDWOOD 2% PER C.O.A. " U �% /,i 8 ACP DW (NO PERFORATED PIPE) HEADER EA. SIDE OF WALK 8" VCP SSA IDENTICAL ELEVATION • 27156 SURISANK �oQ��t:,EO$ S,yq /� p/p� �/� ./1'�'//�� /► ' FOOTHILL RANCH, CA 92610 yQ4? C9A �� rlrU`1E�K7 r,7 / 17C�V 1 Mr /"1 T. 94o.91e -3600 NOTE: HOA TO MAINTAIN WATER QUALITY TREATMENT AND SIDEWALK IN ACCORDANCE WITH PERMANENT ENCROACHMENT CONSULTING, INC, F.9�.916.3605 °0 o. 33 20 MAINTENENACE AND REMOVAL COVENANT AGREEMENT RECORDED: S -/3 -, AS DOCUMENT: 1013.0507LIt CIVIL ENGINEERING * Exp.6 /30/2014 LAND PLANNING & SURVEYING CVC- INC•NET `TPw, c /VIL a�! CHANGE NO. "I B t .- 35 SAW CUT 1' MINIMUM ALONG EXISTING EDGE OF AC PAVEMENT. BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 SCALE HORIZONTAL VERTICAL _ "`�' or UR of BASIN -- t52 36 CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. K S 57 I i ,'` I i i fR� _, MINIMUM SECTION 4" AC ON 6" CLASS II. SCALE: 1"=20' m 7 2jO. _. 5t.62 TC 4 150.77 FL Q i i i / EX. X. GRADE i / I q SJE "ROADSIDE TREATMENT `�`' \`MEANDERING I �4' MINIMUM GRADED AT 0 10 20 40 L SWALE" DETAIL SHT 2. �2 "x8" REDWOOD 2% PER C.O.A. " U �% /,i 8 ACP DW (NO PERFORATED PIPE) HEADER EA. SIDE OF WALK 8" VCP SSA IDENTICAL ELEVATION • 27156 SURISANK �oQ��t:,EO$ S,yq /� p/p� �/� ./1'�'//�� /► ' FOOTHILL RANCH, CA 92610 yQ4? C9A �� rlrU`1E�K7 r,7 / 17C�V 1 Mr /"1 T. 94o.91e -3600 NOTE: HOA TO MAINTAIN WATER QUALITY TREATMENT AND SIDEWALK IN ACCORDANCE WITH PERMANENT ENCROACHMENT CONSULTING, INC, F.9�.916.3605 °0 o. 33 20 MAINTENENACE AND REMOVAL COVENANT AGREEMENT RECORDED: S -/3 -, AS DOCUMENT: 1013.0507LIt CIVIL ENGINEERING * Exp.6 /30/2014 LAND PLANNING & SURVEYING CVC- INC•NET `TPw, c /VIL a�! CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 SCALE HORIZONTAL VERTICAL SPECIAL DISTRICT "`�' or UR of �n�Vws or APPROVALS REVIEWED BY: APP 0 D Dg/L BY: BY: MASIH MAHE GLENN PRUIM DATE: q �gf 13 DATE: DKV K S BUILTS Z PLANS PREPARED UNDER SUPERVISION OF DATE: �i`� \� R.C.E. NO.: 33520 VINCENT W. SCARPATI EXP.: 06/30/2014 37 INSTALL DG WALKING PATH, SEE DETAIL ON SHEET 2. 38 PROPOSED CATCH BASIN, SEE SHEET 10. 39 CONSTRUCT LOCAL DEPRESSION PER CITY OF SAN DIEGO STD. DETAIL SDG -110 ON SHEET 3 40 CONST. 4" THICK SIDEWALK PER SDRSD STD DRAWING G -7 AND G -9. 41 PROPOSED DG MEANDERING SIDEWALK, SEE DETAIL ON SHEET 2. 42 PROPOSED STORM DRAIN PIPE, SEE SHEET 10. 43 ADJUST TO FINISH GRADE ITEM(S) AS NOTED. 8— INSTALL FULL DEPTH AC PATCH PER GREEN BOOK STANDARDS. 45 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. 46 CONST. 6" CURB & GUTTER PER SDRSD STD G -2. WITH 6" OPENINGS EVERY 10' O.C.. SEE DETAIL ON SHEET 2 47 CONSTRUCT BID SWALE. SEE DETAILS SHEET 2. 48 CONST. SDRSD STD AC DIKE TO THE GRADES SHOWN. 49 TRANSITION AC DIKE FROM 6" TO 0" FACE. 50 PP TO REMAIN IN PLACE 51 PP TO BE RELOCATED UNDER SEPARATE COVER. 52 REMOVE AND REPLACE FULL AC AND BASE SECTION OF INTERSECTION PER LIMITS SET BY INSPECTOR AND PER GEOTECHNICAL REPORT MIN. SECTION SHALL BE 4" AC /6" BASE 53 INSTALL CROSS GUTTER PER SDRSD STD G -12 54 INSTALL 4" SDR 35 PVC AND CONNECT TO STORM DRAIN MAIN 55 INSTALL 6" ROUND NDS ATRIUM GRATE AND TIE INTO PERFORATED PIPE 56 CONNECT TO EXISTING STORM DRAIN LINE 57 INSTALL 6" CURB OPENING PER DETAIL ON SHEET 2 58 INSTALL 4" SDR 35 PVC PERFORATED DRAIN PER DETAIL ON SHEET 2 59 REMOVE EXISTING STREET LIGHT 60 CONST. RETAINING WALL TYPE 4 PER SDRSD STD C -4 WITH 6" WIDE CONC. SWALE 61 CONST. RETAINING WALL TYPE 2 PER SDRSD STD C -2 WITH 6" WIDE CONC. SWALE CITY OF EN CI N I TAS ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT PLANS FOR: FIORE STREET IMPROVEMENT PLAN PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA APN:254- 400 -14.19 DRAWING NO. 11528 -1 0 v z0) <° J X J Q UFIU- ? 00 �O00 z LL M F Y Um rn z m 0 m bi >�0 U �vd SPECIAL DISTRICT 27180 BURBANK W FOMILL RANCH, CA 92010 a� 3Q�c^�� .6 T. 940.916.3800 `4Q� i3 CONSULTING, INC. F. 949.9I0.3OO8 > No. 33 20 =4 CIVIL ENGINEERING * Exp.6/30/2014 LAND PLANNING & SURVEYING C1nC�NC'NET Jj C1yIL \� 9�OF CAl\FO�� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' O/S TO THE SCALE HORIZONTAL _ ' A THIS SWEET LJ/ 11A A/1. I Of?,) 1 ( AS I S AJAD Z zx I CENTER OF CLIL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 VERTICAL — SPECIAL DISTRICT 27156 SUR13ANK FOOTHILL RANCH, CA 92610 ih'�/ Jil T. 049.016.3800 CONSULTING, INC. F. 940.916.3605 CIVIL ENGINEERING cVC-IHC NET LAND PLANNING & SURVEYING 18" STORM DRAIN, LINE C / IN PLACE / lA/nv+umrLIl WAS MOVED To THE W6[r, WAtER LINE WAS NOT Co RELOCATED 61 INSTALL D -1350 18" RCP STORM DRAIN PER CITY STANDARDS @— INSTALL SDRSD STD A -4 MANHOLE TO THE GRADES SHOWN. 63 CONST. LOCAL DEPRESSION PER SHEETS 7 -9, SEE SHEETS 7 -9 FOR ELEVATIONS 64 NOT USED 65 INSTALL TYPE B CURB OPENING CATCH BASIN PER SDRSD STD DWG. D -02 QROFESS /pp WITH 18" RCP OUTLET, WIDTH (W) PER PLAN W. 13,0 WITH 24" RCP OUTLET(LINE 'C'), WIDTH (W) PER PLAN 66 JOIN EXISTING 30" RCP PER SDRSD STD D -63 COLIC. LUG SCALE: 1 " =20' Y > No. 3 5S 20 A 67 INSTALL CONCRETE CATCH BASIN * Exp. 6/30/2014 + Q PER GRADING PLAN 11528 —G \�Iis �1v1� y�! 0 10 20 40 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 SCALE HORIZONTAL - VERTICAL - REVISE STORIII PER EX. UTILITY CONFLICTS M •/I/` 0/ Z / 1-3 DATE: DATE: 10117. 11 MA IA' - LA t S /LOJ l l % p.=i_/ S V LT 2'!A' REMOVE EX. 6" PO x PO 45' BENDS, THRUST BLOCKS; SPOOL NOT REQUIRED. 18" STORM DRAIN WAS SHIFPED WC-Sr TO AVOID RELOCATION i SEE LEFT IX. 6" ACP PIPE IX. 6" FLGxPO ADAPTER W/--,� 6" FLG X FLG 45' BEND THRUST PER SDWAS SPECIAL DISTRICT ` "` ° DK VW S APPROVALS DK \\ REMOVE EX. 6" THRUST BLOCK II �I PER SDWAS WT-01 i I I IX. 30" ORM�n\ ,% THRUST BLOCK PER SDWAS WT -01 SPOOL -\ SPOOL 45' VERTICAL BEND ANCHOR BLOCK P 1 / REMOVE EX. 6" PO x PO 45' BENDS, THRUST BLOCKS, SPOOL SEX. 6" PVC PIPE \-EX. 6' ACP PIPE IX. 6" FLGxPO ADAPTER W/ 6` FLG X FLG RESTRAINER 45' BEND 2" BO PER WOB-0 THRUST BLOCK PER y 6` PVC (C -900) SDWAS Wf -01 TOTAL REWIRED LEN STING 6" ACP TO BE RELOCATED TO BE 6" ACP POTABLE WATER RELOCATION SITERNSPECT R FlEID CONDITIONS AND C) Y O E-NCINTTKS ENGINEERING I ,uct�j Q S HECT PARTMENT I DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: APPROVED BY PUBLIC IMPROVEMENT PLANS FOR: DATE: 10– Ie.–Ij BY: BY: IM-10 FIORE MASIH MAHER f -✓ GLENN PRUIM �,� R.C.E. NO.: 33520 _ DATE: DATE: 10117. 11 STORM DRAIN PLAN VINCENT W.�S ARPATI EXP.: 06/30/2014 1 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA APN:254- 400 -14,19 11528 -1 LO 0 < M J J U F LL ?po 0 Z u- M F Y o U) Q�� U m u 0610 UNa