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2018-13818 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TINA PICKETT, SENIOR DIRECTOR, STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A FACILITIES /SUPPORT OPS AT (760) 587 -7693, 24 HOURS A DAY. A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW SCRIPPS HEALTH 8 S WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING CONCRETE WASHOUT 10140 CAMPUS POINT DRIVE, SUITE 210 THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE SAN DIEGO, CA 92121 -1643 C S SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER (858) 678 -7080 DRAINAGE NOTE EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN SITE ADDRESS n D S NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DESIGNATING THE WASHOUT LOCATION. 354 SANTA FE DRIVE, ENCINITAS, CA 92024 n E .n DRAIN AWAY FROM STRUCTURES FOR A .MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN CONSTRUCTION SITE ACCESS ® 2 C ENGINEERING INSPECTOR. 258- 241 -32 APPROVED DRAINAGE FACILITY. LEGAL DESCRIPTION n ry 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT Z I -5 APN 258 - 242 -02 UTILITY NOTE FROJECT B�E SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. - H N 5. THE CQNTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY CONSTRUCTION VEHICLES PARCELS 1, 2 AND 3 OF PARCEL MAP N0. 12961, IN THE W S m ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES CITY OF ENCINITAS. COUNTY OF SAN DIEGO, STATE OF A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, WHICH MAY ARISE. VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER J GENERAL NOTES OF SAN DIEGO COUNTY, OCTOBER 21, 1983 AS FILE N0. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT 83- 380536 OF OFFICIAL RECORDS. r' K N SANTA FE DR. PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. EROSION CONTROL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR On PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED -vZ THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER _0__ �v BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. INCORPORATED HEREON. VEGETATION, AND BONDED FIBER MATRIX. OWNER'S CERTIFICATE o 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST O DR. 2. THE SOILS REPORT TITLED "SUBSURFACE INVESTIGATION, SCRIPPS MEMORIAL HOSPITAL ENCINITAS, NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. THE CONCLUSION OF EACH WORK DAY. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY p 32 -05100 B - RECONFIGURED FRONT ENTRY" PREPARED BY MTGL DATED SEPTEMBER 30, 2015, AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. G PROJECT# 4595AOB SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407). SILT AND CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S VICINITY MAP OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. OFFICERS OFFICIALS EMPLOYEES AND AGENTS HARMLESS FROM, AND AGAINST 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED PHASES TO ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, N.T.S. EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING HELP DECREASE EROSION. OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY PERMIT N- LMBER;- 13- 'OCMG0211_ 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, caa__SD_ RTE _5 _PM GRADING. AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES AS -ButtT PLANS FOR ROADWAY 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE AND BIND THE SOIL. FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR GEOMETRIC AND ABOVE GROUND FEATURES 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT MODIFIED WITHOUT A PERMIT FROM THE CITY. CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR MP FACILITIES AND /OR REPAIRED TO CONDITION 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. STATE REPRESENTATIVE DATE I EXISTING PRIOR TO GRADING. TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SHEET a€ SHtET$ ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE SIGNATURE: N ' DATE: Z / 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED TURF /LANDSCAPED AREAS. CE RAI Y, SCRI PS HEALTH OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A ON -SITE CONSTRUCTION MATERIAL STORAGE CORPORATE VICE PRESIDENT, CONSTRUCTION FACILITIES LICENSED LAND 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE SURVEYOR. UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR SOILS ENGINEERS CERTIFICATE ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES I, STEPHEN J. COOVER, A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY MY PREDECESSOR OR UNDER HIS DIRECTION ON SEPTEMBER AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH AN ADEQUATE IMP /BMP. CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED STANDARDS, LAWS AND REGULATIONS. WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL 30, 2015. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH HIS RECOMMENDATIONS, 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED TIMES. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN WITHOUT A PERMIT FROM THE CITY. PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON TRAINING INCORPORATED 1 RADI LANS AND SPECIFICATIONS._ - SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE SIGNED: aJ 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER (jF Vd,: z ?4S ONSITE WITH THE FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. :2057 29_2 eROEESSio WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN EXP. D -30 -19 Q�OFESSIQ�xfl� ,�,}Q; fl - 4F0 C Nq� GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. 4595A ! �N J'=O Z�geroo �p cq Ry CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED WASTE MANAGEMENT �t ` )ab 5 7 AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND 'UNUSED CONSTRUCTION MATERIALS. "� G 57 GE274$ A 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS INC. E 913 9 a EXR THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF STRICTLY PROHIBITED. 6925 SQUARE 4FTE' * * �� r OF THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SAN DIEGQ 1 �"p'IOMN \e� elfli"s►'4^ w 'f srq °TecHNOP,P SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND tFarn� A�evw¢ cauF� -3999 t 31$° °E THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL EQiCA1.�EO cA 92flo5 SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ro14� i5o''�oO APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED SAN DIEGUITO WATER DISTRICT NOTES: ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. STATEMENT OF ENGINEER OF WORK STATING: "THE GRADING UNDER PERMIT THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE N0. 1 MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER PLAN OR R A AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND S THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. DUMPSTERS CALL EDCO AT (760) 436 -4151. ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE ° BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, 7 WITHIN FEET PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND AND SEWER CROSS TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO o THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. WATER DISTRICT. SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND o SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. C' 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY Ln DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS SIGNATURE: DATE: PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE STEVEN C. KETTLER o, UPGRADED T CURRENT STANDARDS AT THE OWNERS EXPENSE. a CONTROL MEASURES HAVE BEEN INSTALLED. ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. NOTIFICATIONS KETTLER LEWECK ENGINEERING ° 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 303 A STREET, SUITE 302, SAN DIEGO, CA 92101 = ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED (619) 269 -3444 SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. DIEGO GAS AND ELECTRIC VAULTS. BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN RCE EXPIRES 06 -30 -2020 LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING EARTHWORK DATA ° EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. ° WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A H : N/A V OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND z COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. MAXIMUM VERTICAL DEPTH OF CUT = 5.0' Q 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN NOTIFICATION OF COMMENCEMENT OF WORK: MAXIMUM VERTICAL DEPTH OF FILL = 2.0' THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN A. SEWERS - CSD /ESD - (760) -633 -2770 z 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS B. GAS &ELECTRIC - SDGE - (760) -438 -6200 CUT = 760 C.Y. FILL = 876 C.Y. SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE PARTS. o C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 Q SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND IMPORT = 116 C.Y. ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH D. TELEPHONE - SBC BELL - (760)- 489 -3411 REMEDIAL = 0 C.Y. (0' REMOVAL AND RECOMPACTION UNDER AND 0' OUTSIDE OF BUILDING AREAS) EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. OWNER'S STATEMENT DISTURBED AREA = 1.46 AC 1AA01D. 1 G 17 o DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR STATE WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS PHONE: (760) - 633 -2770. BMP PROJECT STATUS - PDP - HMP z OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE FOR DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH THE Q BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH THE SAID PERMIT, A STORMWATER POLLUTION PREVEN11ON 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED ROFESS/ LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. Q Ovq THE DISPOSAL OF ANY SUCH MATERIAL. CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE C. PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY z NOTICE OF INTENT (N01) SHALL BE FILLED WIT THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE IMPERVIOUS AREA �, FILLED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB 7 Fp z SCRIPPS HEALTH IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR IMPERVIOUS AREA PRIOR CONSTRUCTION: 784.000 SQFT KETTLER �, LEWECK w No. C48358 m PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILLED WITH THE CITY OF ENCINITAS WHEN IMPERVIOUS AREA AFTER CONSTRUCTION: 784.500 SQFT MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR Exp, 6 -30 -2020 FACILITIES RECEIVED. INCREASE IN IMPERVIOUS AREA: 0.06 7SQFT WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING E N G I N E E R I N G SUITE CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, (R DISTURBANCE COVERED ION, THE UNDERSIGNED GRADING PLAN AND NSUBSEQUENT 818 G AOWN BYS)SW F ANY PORTION F0001 AND PROPERTY Y IMPERVIOUS AREA REPLACED: 37.348 SQFT 303AN DIEGO ,CA 92101 2 �Tq OF CAL \E \� RECORDED ON AdZA2 Y3�, 1?x ZOI°I IN OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA THE AREA FROM w THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN t: 619 269 -3444 1 f: 619 269 -3459 AS DOC. #: ZOl°j -OSL 1 5'13 IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF SECTION C.7 OF SWRCB NO. R9- 2009 -0001, www.kettlerleweck.com z APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE SAN ELIJO JOINT POWERS AUTHORITY PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT � PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. N01 #: Z'Z SDWD W18 -080 z SIGNA RE DATE ��•�� W � CE A E; l CRIPPS HEALTH CIL � `t . /7f "° � l 6 • � � • � 1 10 2 i9 �' Z3-� l �� ! ^l -1 � �� l CORPORA VICE PRESIDENT, CONSTRUCTION FACILITIES SIGN DATE SIG DATE SIGN DATE SIGN DATE S GN DATE SIGN DA CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: ECKED BY: JCW JCW /MA JCW /SCK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. � 0 1 1 2O INT. DATE PLANS PREPARED UNDER SUPERVISION OF TITLE SHEET o DESCRIPTION: 2.5 "BRASS DISC STAMPED LS 7322 RECOMMENDED: A ®V D: � 'r 0 3 LOCATION. NW CORNER OF CONIC. SD INLET ON NORTH PUBLIC WORKS DATE: `° lip__ -� SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 13818 -G SIDE OF SANTA FE DR. WEST OF 1 -5 AT THE NE RETURN ENGINEER'S NAME DATE L PLANNING JE OWENS EDWARD J. ER 354 SANTA FE DRIVE, SCRIPPS HEALTH INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C48358 RECORD FROM: R.O.S. 18416 REVIEWER CI ZZ 2558- 242 -02 ELEVATION: 173.376,STA1048(ENC -08) DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR STEVEN C KETTLER EXP.: 6 -30 -20 DATE DA PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC SHEET 1 OF 33 X oM 0) M ¢m U � N 0 r w� Z�X w < U_ u'�z C50)< wwv t- U w�C4 N Ww J Lu O of � U) Lu z Y M d ENVIRONMENTAL REQUIREMENTS ENVIRONMENTAL REQUIREMENTS (CONT.) ENVIRONMENTAL REQUIREMENTS (CONT.) WORK TO BE DONE PERNIITIti 11- 396MG023i_ THE GRADINGS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO A. CULTURAL RESOURCES GEO -2 HAZ -2: j \)\�- ,. \ V, THE PLANS, THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT IN ORDER TO IDENTIFY NECESSARY MEASURES TO ENSURE INTEGRITY OF THE PROJECT SITE DUE TO DEMOLITION PLANS AND CONTRACT SPECIFICATIONS SHALL INCORPORATE ANY NECESSARY �j,,R T C -�5D_ RTE _5_ PM STANDARD SPECIFICATIONS, THE SAN DIEGO AREA REGIONAL STANDARD CULT -1: THE PRESENCE OF MODERATELY CORROSIVE SOILS, THE APPLICANT SHALL HIRE A CORROSION ABATEMENT MEASURES IN COMPLIANCE WITH THE METALLIC DISCARDS ACT OF 1991 (PUBLIC W LEWECK AS -BUILT PLANS FOR ROADWAY DRAWINGS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS THE APPLICANT SHALL PROVIDE A FULL -TIME ARCHAEOLOGICAL MONITORING PROGRAM DURING ENGINEER TO EVALUATE THE CORROSION POTENTIAL OF THE SITE SOILS TO PROPOSED RESOURCE SECTIONS 42160- 42185), PARTICULARLY SECTION 42175, MATERIALS REQUIRING ✓_ ! ! I GEOMETRIC AND ABOVE GROUND FEATURES CONSTRUCTION. ANY GRADING ACTIVITY PER THE FOLLOWING REQUIREMENTS: IMPROVEMENTS AND PROVIDE SPECIFIC CORROSION MITIGATION METHODS APPROPRIATE FOR THE SPECIAL HANDLING FOR THE REMOVAL OF MERCURY SWITCHES, PCB- CONTAINING BALLASTS, AND 7,t _ryN, G I N E E R I N G PROPOSED PROJECT. THE CORROSION ENGINEER WOULD PREPARE A WRITTEN EVALUA1ON TO BE I �_. 1620 FIFTH AVE, SUITE 675 REVIEWED BY THE CITY ENGINEERING SERVICES DEPARTMENT AND APPROVED PRIOR TO REFRIGERANTS. GRADING SHALL CONSIST OF CONSTRUCTION OF ALL CUTS AND FILLS SHOWN ON i, SANDIEGO,:6 92101 N STATE REPRESENTATIVE DATE a. PRIOR TO THE ISSUANCE OF A BUILDING AND /OR GRADING PERMIT, THE APPLICANT SHALL 7, t: 619 269 -3444 1 f: 619 269 -3459 THESE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS. ALL GRADING PROVIDE A LETTER OF VERIFICATION TO THE PLANNING AND BUILDING DEPARTMENT STATING ISSUANCE OF A GRADING PERMIT. HAZ -3: SHEETS SHEETS THAT A QUALIFIED ARCHAEOLOGIST AND /OR ARCHAEOLOGICAL MONITOR, AS DEFINED IN THE PRIOR TO GRADING PERMIT ISSUANCE, GROUNDWATER SAMPLES FOR GASOLINE CONSTITUENTS www.kettlerleweck.com DETAILS SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS GRADING CITY'S GUIDELINES, HAVE BEEN RETAINED TO IMPLEMENT THE MONITORING PROGRAM. THE C. HYDROLOGY AND WATER QUALITY SHALL BE COLLECTED AND TESTED BY QUALIFIED HAZARDOUS WASTE PERSONNEL RETAINED BY L U \ ORDINANCE. FUTURE DEVELOPMENT SHALL INCORPORATE P Y REQUIREMENT FOR ARCHAEOLOGICAL MONITORING SHALL BE NOTED ON THE GRADING PLANS OR COMPLY WITH THE MEASURES PROVIDED BELOW TO THE APPLICANT iF CONSTRUCTION DEWATERING IS REQUIRED. THE APPLICANT SHALL REPORT 1 STANDARD SPECIFICATIONS: UNDER THE HEADING "ENVIRONMENTAL REQUIREMENTS ". ALL PERSONS INVOLVED IN THE THE SATISFACTION OF THE ENCINITAS PLANNING AND BUILDING DEPARTMENT PRIOR TO ISSUANCE OF FINDINGS AND CONCLUSIONS OF THE TESTING PROGRAM TO THE CITY OF ENCINITAS PLANNING L r \ 200 0 200 400 DOCUMENT NO. DESCRIPTION GRADING PERMITS. THE ENCINITAS PLANNING AND BUILDING DEPARTMENT SHALL VERIFY THAT /> ARCHAEOLOGICAL MONITORING OF THIS PROJECT SHALL BE APPROVED BY THE PLANNING AND BUILDING DEPARTMENT AND COUNTY DEH. IF GASOLINE CONSTITUENTS ARE FOUND AT je I, PWPI010119 -01 STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND BUILDING DEPARTMENT PRIOR TO THE FIRST PRECONSTRUCTION MEETING. THE FUTURE PROJECT PLANS HAVE INCORPORATED OR COMPLIED WITH THE MEASURES LISTED BELOW. \\ SUBSTANTIAL LEVELS REQUIRING REMEDIATION, A REMEDIATION PROGRAM SHALL BE �Z) i� _ \\ \ SCALE IN FEET CONSTRUCTION (GREENBOOK), 2018 EDITION APPLICANT SHALL NOTIFY THE PLANNING AND BUILDING DEPARTMENT OF THE START AND HYDRO -1 IMPLEMENTED BY THE APPLICANT, TO THE SATISFACTION OF COUNTY DEH, AND THE CITY l - ; _ \ E� END OF CONSTRUCTION. PRIOR TO ISSUANCE OF GRADING PERMITS, THE PROJECT APPLICANT SHALL DEMONSTRATE PLANNING AND BUILDING DEPARTMENT AND ENGINEERING SERVICES DEPARTMENT. I;, - I �\ \\ PWPI010119 -02 CITY OF SAN DIEGO STANDARD SPECIFICATIONS FOR 31 ,��,_ � \ GRAPHIC SCALE PUBLICWORKS CONSTRUCTION (WHITEBOOK), b. THE QUALIFIED ARCHAEOLOGIST SHALL ATTEND ANY PRE - CONSTRUCTION MEETINGS TO MAKE COMPLIANCE WITH ALL APPLICABLE REGULATIONS ESTABLISHED BY THE U.S. ENVIRONMENTAL HAZ -4: I ;) ') \ \' 2018 EDITION PROTECTION AGENCY AS SET FORTH IN THE NATIONAL POLLUTION DISCHARGE ELIMINATION \\ COMMENTS AND/OR SUGGESTIONS CONCERNING THE ARCHAEOLOGICAL MONITORING PRIOR TO GRADING PERMIT ISSUANCE, SHALLOW SOIL SAMPLES FROM AREAS THAT ARE Lr / ,I : F l \ \ PWPI010119 -04 ITYWI E COMPUTER AIDED DESIGN AND DRAFTING PROGRAM WITH THE CONSTRUCTION MANAGER. SYSTEM (NPDES) PERMIT REQUIREMENTS FOR URBAN RUNOFF AND STORM WATER DISCHARGE PROPOSED TO BE GRADED SHALL BE COLLECTED AND ANALYZED AS PART OF A PHASE II / (_ \\ \ AND ANY REGULATIONS ADOPTED BY THE CITY OF ENCINITAS PURSUANT TO THE NPDES# i \ CARD STANDARDS, 2018 EDITION ENVIRONMENTAL SITE ASSESSMENT FOR PESTICIDES, HERBICIDES, AND ARSENIC BY QUALIFIED \\ REGULATIONS OR REQUIREMENTS. FURTHER, THE APPLICANT SHALL FILE A NOTICE OF INTENT (NOI) J r,\ PWPI092816 -07 CALIFORNIA DEPARTMENT OF TRANSPORTATION C. THE QUALIFIED ARCHAEOLOGIST OR ARCHAEOLOGICAL MONITOR SHALL BE PRESENT ON -SITE yWh1 T}1E STATE WATER RESOURCES CONTROL BOARD TO OBTAIN COVERAGE UNDER THE NPDES HAZARDOUS WASTE PERSONNEL RETAINED BY THE APPLICANT. THE APPLICANT SHALL REPORT I a 7.111,. I ,\ \• KEY MAP LEGEND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, FULL -TIME DURING GRADING. IF ARCHAEOLOGICAL FEATURES ARE ENCOUNTERED, THE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FINDINGS AND CONCLUSIONS OF THE PHASE II TESTING PROGRAM TO THE CITY OF ENCINITAS _� - -_ � ik .( , a \ \ � \\ \ \\ \ 2014 EDITION ARCHAEOLOGIST SHALL REQUEST THE PROJECT CONTRACTOR TO DIVERT, DIRECT OR AND SHALL IMPLEMENT A STORMWATER POLLUTION PREVENTION PLAN SWPPP PRIOR TO THE PLANNING AND BUILDING DEPARTMENT AND COUNTY DEH. IF CONTAMINATED SOILS ARE FOUND URk- \ `; \ \ \ \ \\ PWPI092816 -05 CALIFORNIA DEPARTMENT OF TRANSPORTATION U.S TEMPORARILY HALT GROUND DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW ( ) AT SUBSTANTIAL LEVELS REQUIRING REMEDIATION, A REII IATION PROGRAM SHALL BE I TER is \ \ \ \\ SHEET N0. CUSTOMARY STANDARD SPECIFICATIONS, 2015 EDITION COMMENCEMENT OF GRADING ACTIVITIES. THE SWPPP SHALL INCLUDE BOTH CONSTRUCTION EVALUATION OF POTENTIALLY SIGNIFICANT HISTORICAL RESOURCES. THE ARCHAEOLOGIST AND POST - CONSTRUCTION POLLUTION PREVENTION AND POLLUTION CONTROL MEASURES AND IMPLEMENTED BY THE APPLICANT, TO THE SATISFACTION OF COUNTY DEH, AND THE CITY / - + �C SXRUCJ -K)IV SHALL IMMEDIATELY NOTIFY PLANNING AND BUILDING DEPARTMENT STAFF OF SUCH FINDING SHALL IDENTIFY FUNDING MECHANISMS FOR POST - CONSTRUCTION CONTROL MEASURES. PLANNING AND BUILDING DEPARTMENT AND ENGINEERING SERVICES DEPARTMENT. fir_. r t \ \ \ \\ SHEET LIMITS STANDARD DRAWINGS: AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE r1 3 � \a DOCUMENT N0. DESCRIPTION DETERMINED BY THE ARCHAEOLOGIST IN CONSULTATION WITH THE PLANNING AND BUILDING HYDRO -2 HAZ -5:s \ DEPARTMENT. THE PLANNING AND BUILDING DEPARTMENT DIRECTOR MUST CONCUR WITH THE PRIOR TO ISSUANCE OF GRADING AND BUILDING PERMITS CONSTRUCTION PLANS AND PERMITS PRIOR TO GRADING PERMIT ISSUANCE, THE PROJECT APPLICANT SHALL ENSURE REGULATORY) = l- _ b \�\ PWP1010119 -03 CITY OF SAN DIEGO STANDARD DRAWINGS FOR EVALUATION PROCEDURES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. FOR OVERSIGHT OF THE SAMPLING ACTIVITIES AND ANY NECESSARY REMEDIATION PROGRAM 2 I ; \ \\ \ \ \\ PUBLIC WORKS CONSTRUCTION, 2018 EDITION SIGNIFICANT HISTORICAL RESOURCES, A RESEARCH DESIGN AND DATA RECOVERY FOR SHALL IDENTIFY THE FOLLOWING BEST MANAGEMENT PRACTICES (BMPS) TO ENSURE THAT WATER DESCRIBED ABOVE BY FILING AN APPLICATION TO PARTICIPATE IN THE SAN DIEGO COUNTY r -__,: I = ` \ \\ \ \\ PWPI092816 -06 CALIFORNIA DEPARTMENT OF TRANSPORTATION QUALITY POLLUTANTS ARE ADEQUATELY TREATED, TO THE SATISFACTION OF THE CITY OF 1 \\ -- U.S CUSTOMARY STANDARD PLANS SHALL BE PREPARED AND CARRIED OUT TO MITIGATE IMPACTS BEFORE GRADING ACTIVITIES DEH VOLUNTARY ASSISTANCE PROGRAM. - j -. \\ \ , 2015 EDITION IN THE AREA OF DISCOVERY IS ALLOWED TO RESUME. ENCINITAS PLANNING AND BUILDING DEPARTMENT AND ENGINEERING SERVICES DEPARTMENT. THE -. \\ \� UNDERGROUND SERVICE ALERT APPLICANT SHALL BE RESPONSIBLE FOR LONG -TERM MAINTENANCE OF ALL BMPS. HAZ -6: f'.� I- �.' \\\ REQUIREMENTS WITHIN CALTRANS RIGHT -OF -WAY= d. ALL HISTORICAL MATERIALS COLLECTED SHALL BE CLEANED, CATALOGED AND PERMANENTLY PRIOR TO RELEASE OF BOND FOR THE GRADING PERMIT, THE VOLUNTARY ASSISTANCE PROGRAM -:;1 „ - \ \ \� a BMPS DURING CONSTRUCTION: CONCURRENCE LETTER FOR THE PHASE II ESA AND ANY NECESSARY REMEDIATION PROGRAM _J` �' '_ %6 \ CALL BEFORE YOU DIG CALIFORNIA DEPARTMENT OF TRANSPORTATION CURATED WITH AN APPROPRIATE INSTITUTION (LE., ENCINITAS HISTORICAL SOCIETY OR THE THE FOLLOWING BMPS SHALL BE ADHERED TO DURING CONSTRUCTION: x \\ \` MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES 2014 EDITION CLOSURE LETTER ISSUED BY DEH SHALL BE SUBMITTED TO THE PLANNING AND BUILDING :''. - -I � \ \ TOLL SAN DIEGO ARCHAEOLOGICAL SOCIETY). ALL ARTIFACTS SHALL BE ANALYZED TO IDENTIFY DEPARTMENT AND THE ENGINEERING SERVICES DEPARTMENT._ '" -° _ CALIFORNIA DEPARTMENT OF TRANSPORTATION U.S FUNCTION AND CHRONOLOGY AS THEY RELATE TO THE HISTORY OF THE AREA. ADDITIONALLY, A MONITORING PROGRAM SHALL BE IMPLEMENTED BY THE DEVELOPER DURING `" �' - \\ \ 11 8B OR 1-800 -227 2600 ANY SITES AND /OR FEATURES ENCOUNTERED DURING THE MONITORING PROGRAM SHALL BE CONSTRUCTION TO ENSURE COMPLIANCE. THE MONITORING PROGRAM SHALL INCLUDE, BUT �� i .fir _ 1I1Ii' ➢11EAf CUSTOMARY STANDARD SPECIFICATIONS AND PLANS, 2018 EDITION RECORDED ON THE APPLICABLE DEPARTMENT OF PARKS AND RECREATION FORMS NOT BE LIMITED TO THE FOLLOWING MEASURES THAT SHALL BE PROVIDED ON ALL BASIS �" THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM OF II \\\ TWO WORKING DAYS BEFORE YOU DIG (DPR 523A/B, ET AL.) AND SUBMITTED TO THE SOUTH COASTAL INFORMATION CENTER AT CONSTRUCTION PLANS: 1983, ZONE 6, EPOCH 1991.35 PER ROS 14310, ADJUSTED GRID BEARING BETWEEN STATION F 11' l \ \\ SAN DIEGO STATE UNIVERSITY AND THE SAN DIEGO MUSEUM OF MAN WITH THE FINAL - GRAVEL BAGS, SILT FENCES, ETC. SHALL BE PLACED ALONG THE EDGE OF THE 1048' ENC -48 AND '1033'(ENC -33 PER CITY OF ENCINITAS CONTROL SURVEY AS SHOWN �' P ( ) ) \ MONITORING RESULTS REPORT. PROJECT SITE IN ORDER TO CONTAIN PARTICULATE. ( �\ 1 \\ ` \\ NOTE - ALL CONCRETE WASHING AND SPOILS DUMPING WILL OCCUR IN A DESIGNATED ON RECORD OF SURVEY 18416. lir \ LECND LOCATION. d �R I 3\ \ HAULING OF CONSTRUCTION MATERIAL (EXCLUDING e. PRIOR TO THE RELEASE OF THE GRADING BOND, A MONITORING RESULTS REPORT AND /OR I'a HAULING OF HEAVY EQUIPMENT) ON DEVONSHIRE EXISTING YMBOL EVALUATION REPORT, IF APPROPRIATE, WHICH DESCRIBES THE RESULTS, ANALYSIS, AND - CONSTRUCTION STOCKPILES, UNCOVERED MATERIAL AND DUMPSTERS WILL BE SHEET INDEX _` Ill 1 \ \\ a COVERED IN ORDER TO PREVENT BLOW -OFF OR RUNOFF DURING WEATHER EVENTS. I \ \;RIVE SHALL BE PROHIBITED. - CONCLUSIONS OF THE ENTIRE HISTORICAL MONITORING PROGRAM (WITH APPROPRIATE \ EXISTING CABLE TELEVISION LINE ---- CTV - - - -- GRAPHICS AND PHOTO DOCUMENTATION) SHALL BE SUBMITTED TO AND APPROVED BY THE A POLLUTION CONTROL EDUCATION PLAN SHALL BE DEVELOPED BY THE GENERAL TITLE SHEET. 1 ; \\ _ CONTRACTOR AND IMPLEMENTED THROUGHOUT ALL PHASES OF DEVELOPMENT AND i } L \\ , EXISTING TELEPHONE -- T PLANNING AND BUILDING DEPARTMENT DIRECTOR. FOR SIGNIFICANT HISTORICAL RESOURCES, KEY MAP, LEGEND, AND ENVIRONMENTAL REQUIREMENT NOTES . . . 2 t I) I l= ter., LL \ .,, EXISTING EDGE OF PAVEMENT CONSTRUCTION. A RESEARCH, DESIGN AND DATA RECOVERY PROGRAM SHALL BE INCLUDED AS PART OF THE _ _— - SEVERE WEATHER EVENT EROSION CONTROL MATERIALS SHALL BE STORED ON SITE FOR EXISTING TOPOGRAPHY, EASEMENTS AND SECTION 3 REQUIRED, ED, SHALLOBE SUBMITTED OTO AND RAPPROVED NBYCTHE PLANNING AND SBUILDNG IF USE AS NEEDED. DEMOLITION PLAN. �1 __ ' + * � � \ \ 3 ® EXISTING CONTOURS 95�__ -_ r -� 4 ` EXISTING GRADE DE ELEVATION ( 2 DEPARTMENT DIRECTOR PRIOR TO THE RELEASE OF THE GRADING BOND. GRADING AND PRIVATE STORM DRAIN PLAN . 5 5 7��) SITE DESIGN BMPS. ®, \ THE PROJECT SHALL BE DESIGNED TO LIMIT POST - DEVELOPMENT STORM WATER RUNOFF SANTA FE DRIVE PLAN AND PROFILE. . 6 - C \ l EXISTING CURB & GUTTER I. COPIES OF THE APPROVED MONITORING REPORT SHALL BE PROVIDED TO THE ENCINITAS DISCHARGE RATES AND VELOCITIES TO MAINTAIN OR REDUCE PRE - DEVELOPMENT \_ I'. w $ — - HISTORICAL SOCIETY SAN DIEGO HISTORICAL SOCIETY, AND THE SOUTH COASTAL PUBLIC UTILITY PLAN (PUBLIC WATER) . . . . . . . . . . . . . . . . . . . . . . 7 - EROSION AND TO REDUCE NUTRIENTS ORGANIC COMPOUNDS, OIL AND GREASE, AND TRASH INFORMATION CENTER AT SAN DIEGO STATE UNIVERSITY. r a ` `� EXISTING CURB AND DEBRIS BY APPLYING THE FOLLOWING CONCEPTS: HORIZONTAL CONTROL AND PAVING PLAN 8 c T ° -2: EROSION CONTROL PLAN. 9 -{ * S EXISTING SIDEWALK r 2 1 FUFAUNAL MATERIAL THOUGHT TO BE HUMAN IS ENCOUNTERED ALL ON -SITE CONSTRUCTION REDUCE IMPERVIOUS SURFACES BY PROPOSING A SIGNIFICANT AMOUNT OF LANDSCAPE SIGN PLAN. . . . . . . . . . . . . . . . 10 -1I �➢ _ ' ' K ➢ \ \ `/ \t,'`. EXISTING PEDESTRIAN RAMP a SHALL CEASE IMMEDIATELY WHILE A QUALIFIED ARCHAEOLOGIST IS CALLED TO EXAMINE AND AREAS IN AND AROUND THE ENTIRE CAMPUS TO LIMIT RUNOFF. `" L ALL GRADED SLOPES AND GRADED NATURAL AREAS WILL BE LANDSCAPED AND IRRIGATED TO DETAIL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DETERMINE THE NATURE OF THE FIND. IF FOUND TO BE HUMAN, THE ARCHAEOLOGIST WILL 11 EXISTING STORM DRAIN PIPE REDUCE EROSION. ( A� \ \ CONTACT THE COUNTY OF SAN DIEGO'S OFFICE OF THE CORONER FOR A POSITIVE IRRIGATION COVER SHEET. 12 r - - �' EXISTING STORM DRAIN CLEANOUT IDENTIFICATION OF THE REMAINS DETERMINATION OF STATUS AS NATIVE OR NON- NATIVE, AND DIRECT SURFACE RUNOFF TO FLOW INTO BIOALTERS (VEGETATED SWALE) AND INFILTRATION I ' _ • _ - V A '� \A. , _ DEVICES PRIOR TO DISCHARGING INTO THE STORM DRAIN SYSTEM TO LIMIT RUNOFF. IRRIGATION PLAN. 13 �`� EXISTING STORM DRAIN CURB INLET — A GENERAL TEMPORAL ASSIGNMENT GIVEN (PRE - HISTORIC OR HISTORIC). 1F THE REMAINS ARE �� \ \��.�, IDENTIFIED AS NATIVE AMERICAN AND PREHISTORIC, THE NATIVE AMERICAN HERITAGE SOURCE CONTROL BMPS. IRRIGATION LEGEND AND NOTES . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 -15 F( I' ` I A \ V�,V A EXISTING STORM DRAIN CATCH BASIN COMMISSION WILL BE CONTACTED BY THE COUNTY CORONER SO THAT A MOST LIKELY THE PROJECT SHALL BE DESIGNED TO REDUCE SEDIMENTS, TRASH AND DEBRIS, OIL AND GREASE IRRIGATION DETAILS. . . . . - y 1. ,,�! A \ \�ti5'*�, EXISTING STORM DRAIN HEADWALL �— -- DESCENDANT" GROUP CAN BE DESIGNATED AND THE HUMAN REMAINS PROPERLY AND LAWFULLY AND EMPLOY EFFICIENT IRRIGATION AND LANDSCAPE DESIGN WITH THE FOLLOWING CONCEPTS: 16 18 + \ V AV A�;� EXISTING WATER — CLAIMED /REINTERRED. IRRIGATION DETAILS AND CALCULATIONS. . . . 19 ) F - TRASH RECEPTACLES SHALL BE PROVIDED IN PARKING LOT AREAS AND OUTSIDE OF BUILDINGS LANDSCAPE PLAN. . . . . . . . 20 �, -h I ,I �* ,'� -- �� a PALEO -1: TO DISCOURAGE LITTER. r 1 " "`A EXISTING GATE VALVE THE APPLICANT SHALL PROVIDE A PALEONTOLOGICAL MONITORING PROGRAM DURING ALL SOIL •THE PARKING AND DRIVE AREAS SHALL BE SWEPT REGULARLY. LANDSCAPE LEGEND AND NOTES. 21 `�' EXISTING IRE HYDRANT EXCAVATION PER THE FOLLOWING REQUIREMENTS: • FLUID SPILLS SHALL BE CLEANED UP IMMEDIATELY WITH ABSORBENT RAGS OR MATERIAL. LANDSCAPE DETAILS. 22 -23 - _ - ---S- • RAIN SHUTOFF DEVICES TO PREVENT IRRIGATION DURING AND AFTER PRECIPITATION. \ _h 1 - a. PRIOR TO ISSUANCE OF A BUILDING AND/OR GRADING PERMIT THE APPLICANT SHALL IRRIGATION SYSTEMS TO BE DESIGNED TO EACH LANDSCAPE AREA'S WATER REQUIREMENTS. LANDSCAPE SPECIFICATIONS. 24 -28w\ ?fit• \ ➢u x �� r -� s 6 "' EXISTING SEWER MANHOLE - PROVIDE A LETTER OF VERIFICATION TO THE PLANNING AND BUILDING DEPARTMENT STATING FLOW REDUCERS OR SHUTOFF VALVES TO CONTROL WATER LOSS IN THE EVENT OF BROKEN \ __ L ,. LANDSCAPE MULCH PLAN. . 29 v� _s „ 5' \ 1 \ \ \ ` \. EXISTING SEWER LATERAL THAT A QUALIFIED PALEONTOLOGIST AND /OR PALEONTOLOGICAL MONITOR HAVE BEEN SPRINKLER HEADS OR PIPES. �� 1' y ,Xj2 - �., rill \. RETAINED TO IMPLEMENT THE MONITORING PROGRAM. THE REQUIREMENT FOR TRAFFIC SIGNAL PLAN. . . . . . . . . . . . . . . . . . . . . . . . 30 L PALEONTOLOGICAL MONITORING SHALL BE NOTED ON THE GRADING PLAN. ALL PERSONS TREATMENT CONTROL BMPS. 31 KEY MAP INVOLVED IN THE PALEONTOLOGICAL MONITORING OF THE PROJECT SHALL BE APPROVED BY IN ALL INSTANCES, STRUCTURAL TREATMENT BMPS MAY BE LOCATED ON -SITE OR OFF-SITE, USED SIGNING AND STRIPING PLAN. EXISTING GAS G- - SINGLY OR IN COMBINATION OR SHARED BY MULTIPLE NEW DEVELOPMENTS, PURSUANT TO THE THE PLANNING AND BUILDING DEPARTMENT PRIOR TO THE START OF MONITORING. THE FOLLOWING CRITERIA: � TRAFFIC CONTROL. 32 -33 SCALE: 1 " =200' APPLICANT SHALL NOTIFY THE PLANNING AND BUILDING DEPARTMENT OF THE START AND EXISTING PARKING STALL END OF CONSTRUCTION. • ALL STRUCTURAL TREATMENT BMPS SHALL INFILTRATE, FILTER, AND /OR TREAT THE REQUIRED RUNOFF VOLUME OR FLOW PRIOR TO DISCHARGING TO ANY RECEIVING WATER BODY ��N® (Dr) b. THE PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR SHALL BE ON SITE DURING THE INITIAL ABBREVIATIONS EXISTING ELECTRIC ----- -£- - - -- CUTTING OF ALL PREVIOUSLY UNDISTURBED AREAS. MONITORING MAY BE INCREASED OR SUPPORTING BENEFICIAL USES. IMPROVEMENT STANDARD NOTES SYMBOL . POST- CONSTRUCTION STRUCTURAL TREATMENT CONTROL BMPS SHALL COLLECTIVELY BE AC = ASPHALT CONCRETE PUB = PUBLIC DECREASED AT THE DISCRETION OF THE QUALIFIED PALEONTOLOGIST, IN CONSULTATION WITH EXISTING PARKING LIGHTING DESIGNED TO COMPLY WITH THE NUMERIC SIZING TREATMENT STANDARDS. ARHM = ASPHALT RUBBERIZED HOT MIX PVC = POLYVINYL CHLORIDE PIPE THE PLANNING AND BUILDING DEPARTMENT, AND WILL DEPEND ON THE RATE OF PROP. 6" FIRE HYDRANT (PUB) W.A.S. WF -01 8" •SHARED BMPS SHALL BE OPERATIONAL PRIOR TO THE USE OF ANY DEPENDENT BC =BEGIN CURB PVMT = PAVEMENT EXCAVATION, THE MATERIALS EXCAVATED, AND THE ABUNDANCE OF FOSSILS. DEVELOPMENT OR PHASE OF DEVELOPMENT. THE SHARED BMPS SHALL ONLY BE REQUIRED BCR = BEGIN CURB RETURN PVT _ PRIVATE EXISTING STREET LIGHTS iK c. WHEN REQUESTED BY THE PALEONTOLOGIST, THE GRADING CONTRACTOR SHALL DIVERT, TO TREAT THE DEPENDENT DEVELOPMENTS OR PHASES OF DEVELOPMENT THAT ARE IN USE. C &G = CURB AND GUTTER R/W = RIGHT OF WAY PROP. WATER METER (PUB) W.A.S. WS -01 EXISTING RETAINING WALL DIRECT, OR TEMPORARILY HALT CONSTRUCTION ACTIVITIES IN THE AREA OF DISCOVERY TO F. HAZARDS AND HAZARDOUS MATERIALS CAB = CRUSHED AGGREGATE BASE READ. = REQUIRED ALLOW RECOVERY OF FOSSIL REMAINS. THE PALEONTOLOGIST SHALL IMMEDIATELY NOTIFY THE CB = CATCH BASIN EXISTING TREES PLANNING AND BUILDING DEPARTMENT OF SUCH FINDING AT THE TIME OF DISCOVERY. THE FUTURE DEVELOPMENT SHALL INCORPORATE OR COMPLY WITH THE MEASURES PROVIDED BELOW CLR =CLEAR SD = STORM DRAIN MODIFIED CURB RAMP CSDSD SDG -133, TYPE A SDRSD =SAN DIEGO REGIONAL 0 PLANNING AND BUILDING DEPARTMENT SHALL APPROVE SALVAGING PROCEDURES TO BE TO THE SATISFACTION OF THE ENCINITAS PLANNING AND BUILDING DEPARTMENT PRIOR TO CMP = CORRUGATED METAL PIPE PERFORMED BEFORE CONSTRUCTION ACTIVITIES ARE ALLOWED TO RESUME. DEMOLITION PERMIT ISSUANCE (HAZ-1 AND HAZ -2 ) , PRIOR TO GRADING AND/OR BUILDING CONIC = CONCRETE STANDARD DRAWINGS EXISTING SLOPES PERMIT ISSUANCE (HAZ -3 THROUGH HAZ -5), AND PRIOR TO RELEASE OF BOND FOR THE EC = END CURVE ST LT = STREET LIGHT PROP. CROSS- GUTTER G -12 _ d. THE PALEONTOLOGIST SHALL BE RESPONSIBLE FOR PREPARATION OF FOSSILS TO A POINT GRADING PERMIT (HAZ -6). THE ENCINITAS PLANNING AND BUILDING DEPARTMENT SHALL VERIFY ECR = END CURB RETURN SWR = SEWER EXISTING TOP OF CURB ELEVATION (3 OF IDENTIFICATION AND SUBMITTAL OF A LETTER OF ACCEPTANCE FROM A LOCAL QUALIFIED THAT FUTURE PROJECT PLANS HAVE INCORPORATED OR COMPLIED WITH THE FOLLOWING EP = EDGE OF PAVEMENT TB = TOP OF BERM PROP. CONCRETE SIDEWALK G -07 CURATION FACILITY. ANY DISCOVERED FOSSIL SITES SHALL BE RECORDED BY THE MEASURES: EX., EXIST. = EXISTING TIC = TOP OF CURB EXISTING CHAIN LINK FENCE - - - -— -- PALEONTOLOGIST AT THE SAN DIEGO NATURAL HISTORY MUSEUM. FG = FINISH GROUND TG = TOP OF GRATE PROP. AC PAVEMENT EXISTING BROW DITCH e. PRIOR TO THE RELEASE OF THE GRADING BOND, A MONITORING RESULTS REPORT, WITH HAZ -1: FH = FIRE HYDRANT TRANS = TRANSITION APPROPRIATE GRAPHICS, SUMMARIZING THE RESULTS, ANALYSIS AND CONCLUSIONS OF THE PRIOR TO DEMOLITION PERMIT ISSUANCE, A LEAD -BASED PAINT AND ASBESTOS SURVEY SHALL FL = FLOWLINE TIN = TOP SI WALL PROP. AC OVERLAY PALEONTOLOGICAL MONITORING PROGRAM SHALL BE SUBMITTED TO AND APPROVED BY THE BE CONDUCTED BY A LICENSED LEAD AND ASBESTOS INSPECTOR. THE SURVEY SHALL FS = FINISH SURFACE PLANNING AND BUILDING DEPARTMENT. DETERMINE WHETHER ANY ON -SITE ABATEMENT OF LEAD -BASED PAINT OR ASBESTOS HORIZ. = HORIZONTAL % IMPROVEMENT STANDARD TYP = TYPE NOTES SYMBOL ., —_ CONTAINING MATERIALS IS NECESSARY. IN ADDITION, THE SURVEY SHALL INCLUDE AN VERT. = VERTICAL ABATEMENT WORK PLAN PREPARED IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL HP =HIGH POINT PROP. CURB INLET TYPE 'B -1' D -02 B. GEOLOGY AND SOILS WAS =WATER AGENCIES STANDARD PROPERTY BOUNDARY � e REGULATIONS FOR ANY NECESSARY REMOVAL OF SUCH MATERIALS. THE WORK PLAN SHALL IE = INVERT ELEVATION PROJECT CONSTRUCTION SHALL INCORPORATE OR COMPLY WITH THE MEASURES PROVIDED BELOW INCLUDE A MONITORING PLAN TO BE CONDUCTED BY A QUALIFIED CONSULTANT DURING INV = PIPE INVERT WTR = WATER PROP. PIPE COLLAR D -62 ®= RIGHT OF WAY LINE TO THE SATISFACTION OF THE ENCINITAS PLANNING AND BUILDING DEPARTMENT PRIOR TO GRADING ABATEMENT ACTIVITIES TO ENSURE COMPLIANCE WITH THE WORK PLAN REQUIREMENTS AND LIP = GUTTER LIP X -GTR = CROSS GUTTER PERMIT ISSUANCE. THE ENCINITAS PLANNING AND BUILDING DEPARTMENT SHALL VERIFY THAT ABATEMENT CONTRACTOR SPECIFICATIONS. DEMOLITION PLANS AND CONTRACT SPECIFICATIONS MIN = MINIMUM (72.89) = EXISTING ELEVATION o @ROFCSS7pN4/ PROP. STORM DRAIN INLET (PVT) NOS OR EQUIVALENT �® FINISH GRADE CONTOURS 2�8 FUTURE PROJECT PLANS HAVE INCORPORATED OR COMPLIED WITH THE FOLLOWING MEASURES: SHALL INCORPORATE ANY NECESSARY ABATEMENT MEASURES FOR THE REMOVAL OF MATERIALS NTS = NOT TO SCALE (R) = RADIAL BEARING <v�� F2 6" TYPE 'G' CUR PROP DAYLIGHT LINE CONTAINING LEAD -BASED PAINT AND ASBESTOS TO THE SATISFAC11ON OF THE PLANNING AND OC = ON CENTER PROP. B &GUTTER (PVT) G -02 G -10 G -11 . GEO -1 BUILDING DEPARTMENT. THE MEASURES SHALL BE CONSISTENT WITH THE ABATEMENT WORK - z PCC = PORTLAND CEMENT CONCRETE G No. 048358 ,, (PVT) PROP. STORM DRAIN PVT D -60, D -61 IN ORDER TO ENSURE SHALLOW GROUNDWATER IS NOT PRESENT ON THE PROJECT SITE, AND THAT PLAN PREPARED FOR THE PROJECT AND CONDUCTED BY A LICENSED LEAD /ASBESTOS uj ,,, PROP. 6" CURB PVT G -01, G -10 (PVT) NO SIGNIFICANT LIQUEFACTION EFFECTS OCCUR, A DESIGN -LEVEL INVESTIGA1ION FOR ALL PROPOSED ABATEMENT CONTRACTOR. PP = POWER POLE or Exp. 6 -30 -2020 �0 STRUCTURES SHALL BE CONDUCTED TO PROVIDE SITE- SPECIFIC DATA WITH RESPECT TO PROP = PROPOSED * �* PROP. 6" TYPE 'B -1' CURB - MEDIAN (PVT) G -06 PROP. STORM DRAIN CLEANOUT (PVT) D -09, D -11 — GROUNDWATER CONDITIONS. THE INVESTIGATION SHALL BE PREPARED PRIOR TO ISSUANCE OF A T CIVIL GRADING PERMIT AND TO THE SAlISFAC11ON OF THE CITY ENGINEERING SERVICES DEPARTMENT. 4 OF CAL \F PROP. RETAINING WALL (PVT) C -02 PROP. STORM DRAIN INLET (PVT) BROOKS BOX CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY CHECKED BY: J W JCW /SCK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JCW /MA DESCRIPTION: 2.5 " BRASS DISC STAMPED LS7322 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: OV / KEY MAP, LEGEND AND ENVIRONMENTAL REQUIREMENT NOTES LOCATION: NW CORNER OFCONC.SO INLET ONNORTH PUBLIC WORKS DATE: -` ` (. _� SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION SIDE OF SANTA FE DR. WEST OF 1-5 AT THE NE RETURN ENGINEER'S NAME DATE PLANNING JES OVI EDWARD J. ER 354 SANTA FE DRIVE, SCRIPPS HEALTH 13818 -G INTO SCRIPPS MEMORIAL HOSPITAL > ��.. R.C.E. NO.: C48358 CITY NGI RECORD FROM: R.O.S. 18416 REVIEWER (� �� 9 It =.Z ?.c 9 258 ®242 - ®2 ELEVATION: 173.376,STA1048(ENG48) DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR STEVEN C. KETTLER EXP.: 6 -30 -20 DATE 5ATIE f PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /ETA, etc., 17- 164SUBC SHEET 2 OF 33 -' EXIS71NG R/W SCRIPPS MEMORIAL HOSPITAL (54.96'- 70.97) 05'- 29.80') (44.93' -45.: 20.93 (12') - 21.22') a�. EXIST SIDEWALK — EXIST CURB AND GUTTER EXING R SCRIPPS MEMORIAL HOSPITAL PROP. SIDEWALK — PROP. CURB AND GUTTER PROP. PAVEMENT - SECTION= 6" AC OVER 11" CLASS 2 BASE (105.95' - 141.84') 1 (50.99'- 2) (3.88' -3.98) (3327'- 32.32) I (12) EXISTING MEDIAN - CONCRETE CURB FROM STA 2170 +17.53 TO STA 2171 +51.15 EXISTING SANTA FE DRIVE (PUBLIC) NO SCALE (105.95'- 141.84') (54.96' - 70.97) (50.99'- 52.5' (3.88' - 3.98) (33.27- 32.32) 14' 5 11' 11, (11.5) EXISTING MEDIAN —v CONCRETE CURB FROM STA 2170 +17.53 TO STA 2171 +51.15 BED SANTA FE DRIVE EXING R SIDEWALK EXIST CURB AND GUTTER EXISTI"'^ R/W (9.82'- 30.53') SIDEWALK EXIST CURB AND GUTTER NO SCALE _ / I J/ l / / / / BOUNDARY -- r� 6_— o 1 1 1 1 1 1 1 L 2 1 1 46 1 1 1 I I I I I I 1 P M IPM, 1 1 12 61 1 I , �j I I I I I I i- 1 o- g I I —� -4— I I I I IY tttt I i I I 39� I o li II I I i it l � / 7 —_ s_ / 8 170 0 i G — — PERMIT Waif ER 4Il- i4a6ME -G211_ LSD— RTE 5_PM AS -BUILT PLAINS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE SHEET_ sHEETS 0 to� ❑ 72 4 I \ N � ip p� p '•� ?N I I I III I 0 30 30 60 SCALE IN FEET N� / 53 / a \ \ \ \ V E j /� it H O - GRAPHIC SCALE / a 0 ¢ a - Z p O lu I � n ° I X IS nlG 7 1 1' z I , O 4 SCRIPPS MEMQRiA> HosPiTar 40 j I 39 f PA I I i E6 1 I ` - -- j / I l 43 I- EXISTING EASEMENVENCUMBRANCES — - -- (PER CHICAGO TITLE COMPANY - ORDER NO.: 12205094 - 993 -SD2) EXISTING,, TOPOGRAPHY AND EASEMENTS 53 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND 4-1 THE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE SCALE: i " = RIGHTS INCIDENTAL THERETO AS SET FORTH IN A 30' DOCUMENT. STRUCTURES AND EXCAVATION AND EMBANKMENT SLOPE [7 THE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE 33 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND 39 THE FACT THAT SAID LAND LIES WITHIN THE "HALL, ET AL, 0' AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND 72 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND BEYOND THE LIMITS OF SANTA FE DRIVE (ROAD SURVEY STRUCTURES AND EXCAVATION EMBANKMENT SLOPES RIGHTS INCIDENTAL THERETO AS SET FORTH IN A ANNEXATION" TO THE CARDIFF SANITATION DISTRICT RIGHTS INCIDENTAL THERETO AS SET FORTH IN A GRANTED TO. SAN DIEGUITO WATER DISTRICT RIGHTS INCIDENTAL THERETO AS SET FORTH IN A 1120), WHERE REQUIRED FOR THE CONSTRUCTION AND BEYOND THE LIMITS OF ROAD SURVEY NO. 1120, WHERE DOCUMENT. DAS3 -26, AS DISCLOSED BY INSTRUMENT RECORDED DOCUMENT: PURPOSE.• FOR A PIPE LINE OR PIPE LINES DOCUMENT. MAINTENANCE OF SAID COUNTY ROAD, AS CONTAINED IN REQUIRED FOR THE CONSTRUCTION AND MAINTENANCE OF OCTOBER 1A 1 IS AS FILE N0. INSTRUMENT R OF OFFICIAL WITH THE RIGHT OF INGRESS THERETO THE DEED RECORDED JUNE 22, 1955 IN BOOK 5689, SAID COUNTY ROAD, AS CONTAINED IN THE DEED GRANTED TO. SAN DIEGO GAS AND ELECTRIC RECORDS - -- PARCELS 4 AND 5 GRANTED TO. CITY OF ENCINITAS AND EGRESS THERE FROM GRANTED TO. COUNTY OF SAN DIEGO PAGE 490, OFFICIAL RECORDS - -- AFFECTS PARCELS 3A RECORDED JANUARY 3, 1964 AS FILE NOS. 1282 AND COMPANY PURPOSE. DRAINAGE PURPOSES RECORDED: MAY 2 1991 AS FILE NO. 1991 - 202549, PURPOSE.• PUBLIC ROAD AND INCIDENTAL 4 AND 5 1283 B07H OF OFFICIAL RECORDS. PURPOSE. PUBLIC UTILITIES. INGRESS AND EGRESS 40 PROPOSED STREET WIDENING LYING WITHIN A POR71ON OF RECORDED: DECEMBER 30, 1987 AS FILE N0. OFFICIAL RECORDS PURPOSES - -- AFFECTS PARCELS 4 AND 5 RECORDED. JUNE 6, 1978 AS FILE NO. 78- 232829 PARCELS i AND 3 OF SAID LAND AS REFLECTED ON 87- 713691 OF OFFICIAL RECORDS RECORDED: JUNE 22, 1955 IN BOOK 5689, PAGE © THE FACT THAT THE OWNERSHIP OF SAID LAND DOES OF OFFICIAL RECORDS PARCEL MAP N0. 1296E NOTE: RESTRICTIONS ON THE USE, BY THE OWNER OF 490 OF OFFICIAL RECORDS NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE 10 AN EASEMENT FOR THE PURPOSE SHOWN AND RIGHTS - -- AFFECTS: PARCEL 5 AFFECTS: PARCELS 3B AND 5 SAID LAND, OF THE EASEMENT AREA AS PROVIDED IN STREET OR HIGHWAY ABUTTING SAID LAND, SUCH RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. THE DOCUMENT REFERRED TO ABOVE. NOTE' SAID INSTRUMENT ADDITIONALLY CONTAINS THE HAVING BEEN SEVERED FROM SAID LAND BY THE GRANTED T0: SAN DIEGO GAS AND ELECTRIC 35 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND 43 THE FACT THAT SAID LAND LIES WITHIN THE SAN DIEGUITO 48 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND 69 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS PRIVILEGE AND RIGHT TO EXTEND DRAINAGE STRUCTURES RIGHTS INCIDENTAL THERETO AS SET FORTH IN A REORGANIZATION , AS DISCLOSED BY INSTRUMENT RECORDED RIGHTS INCIDENTAL THERETO AS SET FORTH IN A INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT, AND EXCAVATION AND EMBANKMENT SLOPES BEYOND THE COMPANY DOCUMENT. SEPTEMBER 5, 1986 AS PILE NO. 86- 390249 OF OFFICIAL DOCUMENT: LIMITS OF THE ABOVE DESCRIBED RIGHT -OF -WAY WHERE QROFESS/ON RECORDED: FEBRUARY 26, 1963 AS FILE NOS 33111 AND PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDS - -- AFFECTS PARCEL 4 REQUIRED FOR THE CONSTRUCTION AND MAINTENANCE Fo C. 9l 33112 BOTH OF OFFICIAL RECORDS. ---- AFFECTS RECORDED: NOVEMBER 15, 1965 AS FILE N0. GRANTED TO, SAN DIEGUITO WATER DISTRICT GRANTED TO. PACIFIC BELL, A CALIFORNIA CORPORATION e GRANTED T0: THE PACIFIC TELEPHONE & TELEGRAPH PURPOSE., PUBLIC UTILITIES INGRESS EGRESS THEREOF. PARCELS IA, 3B, AND S ADJOINING STALE HIGHWAY 206751 OF OFFICIAL RECORDS PURPOSE. WATER PIPELINES, INGRESS AND , COMPANY SURVEY MONUMENTS No. C48358 m XI- SD -2 -A --- AFFECTS. PARCEL 5 PURPOSE: PUBLIC UTILITIES INGRESS AND EGRESS EGRESS RECORDED: JULY 21, 1989 AS INSTRUMENT NO. 89- 386589 RECORDED: MARCH 9, 1988 AS FILE NO. z Exp. 6 -30 -2020 RECORDED. OCTOBER 19, OF AS FILE N0. 88- 108517 OF OFFICIAL RECORDS OF OFFICIAL RECORDS • CITY OF ENCINITAS SURVEY CONTROL STATION ENC -48 78- 447402 OF OFFICIAL RECORDS. AFFECTS. THE ROUTE THEREOF AFFECTS A PORTION OF SAID sr CIVIL �P ___ AFFECTS: PARCEL 5 _- _AFFECTS: PARCEL 5 LAND AND IS MORE FULLY DESCRIBED IN SAID OF CA1.\E DOCUMENT. NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: JCW JCW/MA JCW/ CK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 TNT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MEND D: A ffV�E� EXISTING TOPOGRAPHY, EASEMENTS AND SECTION LOCATIONSMEMO CORNER OFCONC.SDINLETONNORTH PUBLIC WORKS DATE: i- "' SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION SIDE OFSANTAFEDR WESTOFI ATT H N ET RN ENGINEER'S NAME DATE 13818 -G INTO SCRIPPS MEMORIAL HOSPITAL PLANNING ��y�. JE E OWENS EDWARD J. WI R 1 1 RECORD FROM R.O.S. 18416 �i e - �s�_ R C:E. NO.: C48358 354 SANTA FE DRIVEy SCRIPPS HEALTH REVIEWER / / CITY NGIN E ELEVATION 173.376,STA1048(ENC -08) DATUM: NAVD88 CITY ENGINEER DATE STEVEN C. KETTLER ! I Q Y. rf�p 9 258- 242 -02 INSPECTOR EXP.: 6 -30 -20 DATE DATE PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC SHEET 3 OF 33 •f �t PERMIT mq m_ �33 -ae wMcuxxi � STORM DRAIN — _ SD_ RTE 5 PM n NOTE: i' i / / j = - , ' - - „j - i AS BUILT PLANS FOR KOADWAY Qt EXISTING 36" CIPP STORM DRAIN (PUB) TO REMAIN, CONTRACTOR SHALL OBTAIN TRAFFIC CONTROL / 3 I PR07ECT IN PLACE GEOMETRIC AND ABOVE fx�10LlND' FEATURES PERMIT PRIOR TO REMOVE DEMOLISH HEMS EXIS77NG EXISTING STORM DRAIN CURB INLET (PUB) TO REMAIN, �' STATE REPRESENTATIVE DATE l PR07ECT IN PLACE WITHIN PUBLIC RIGHT -OF -WAY / > �� / 6 i iF STS Q3 EXISTING DRAINAGE INLET (PVT) TO BE REPLACED WITH '' �� ' �� / _ - TYPE A =4 CLEAN OUT i % SHEET' CAUTION I " �� ® EXISTING STORM DRAIN PIPE (PVT) TO BE ABANDONED, AND EXISTING UNDERGROUND UTILITIES AND - �' _ SLURRY FILL FACILITIES SHOWN ON THESE PLANS HAVE BEEN �l ol� , , �9��a� _ �° 3 /� `� II \ �5 EXISTING STORM DRAIN CURB INLET (PVT) TO BE REMOVED \. Q EXISTING STORM DRAIN CURB INLET (PUB) TO BE CONVERTED OBTAINED FROM AVAILABLE RECORDS AND MAY BE SCHEMATIC IN NATURE THE PLANS MAY NOT � � ��. ' - A ° 1 i I STORM DRAIN CLEANOUT REFLECT ALL EXISTING UTILITIES. CONTRACTOR , �' �- � _ � I/ - _ - � � � � i i � AA Q � I r l 4� " - - - �� - �' �' �� / VA ( �1i EXISTING STORM DRAIN CLEANOUT (PUB) TO REMAIN, TO CONFIRM LOCATIONS OF ALL EXISTING - i U71LI71ES PRIOR TO START OF WORK AND '' / c �� -� " " : �/ / 1 5 "' _ A UU o i I �I II _ _ � PROTECT IN PLACE NOTIFY ENGINEER OF WORK OF ANY l /' ! _ _ _ _ \\ 8 EXISTING STORM DRAIN PVT TO BE REMOVED AND � �_ / � 11 III IID (PVT) DISCREPANCIES /� �` / %/ i - - - ' - 1 - II I DISCONNECT AND PATCH THE HOLE IN EXISTING 36" STORM i' , ti , VA W DRAIN PIPE (PUB) n9 EXISTING DRAINAGE INLET (PVT) TO BE REMOVED AND NOTE 1 / S _ �i�i i REPLACED Ill 10 EXISTING STORM DRAIN PIPE PUB TO REMAIN, PROTECT IN \ \� �- � � - 0 ARY � \\ I � - it (PUB) FENCE & TREE REMOVAL N07ES ARE ADDED / - ' - _ - % - , ' - B1 UND PROJECT \\ 7 3 i� I i PLACE FOR REFERENCE ONLY. SEE LANDSCAPE PLANS �� - = - - _ _ - - - -1- - i _ - _ _ 1 ®° I I 5 11 EXISTING 24" HOPE STORM DRAIN (PUB) TO REMAIN - _ % / �'� � ' 1 — - -- `- w I Q EXIS71NG DRAINAGE INLET (PVT) TO BE REMOVED FOR ANY WORK ASSOCIATED Wi1N EXIST. PROP - - - 112 LANDSCAPING�IRRIGATION AND FENCING � � � , -. 13 � III e` i i _ t 13 MAIN A EXISTING DRAINAGE INLET PVT TO RE j - / -' - - , : '- RT 4 - - 14 EXISTING STORM DRAIN PIPE (PVT) TO REMAIN, PROTECT IN 415 - - - - - - - h �� aoM 1111 PLACE — °C 4 15 I EXISTING 30" RCP STORM DRAIN PUB TO REMAIN PROTECT - X I °° 2 PLACE I I I I I 4 m o 00 5 I IN EXIS71NG -f- 8 �� 1 ! "' s" °< I ' 16 EXISTING 24" RCP STORM DRAIN (PUB) TO REMAIN PROTECT 2 - - 6 - _' �-' 'r o I i'i oc C> i I ! IN PLACE 1 I (� i I I y� i` WATER 3 �y) 4 5 / 2 - 22 �° �' 1 ti Q EXISTING WATER (PUB) TO REMAIN, PR07ECT IN PLACE 11 6 3 S I -��o 8 I XIS NG 0A)I N i - -Q EXISTING FIRE HYDRANT (PUB) TO BE REMOVED AND - � j � � � � � �i ��i ��, i RELOCATED IPA 4 =_ ( I 12 4 9 I�� I EXISTING FIRE HYDRANT (PUB) TO REMAIN, PROTECT IN o ------ 9 / 14 ° r�1 PLACE 4 8 - -�. _ �- I I - 3 _ °�° �� ( ol�� ® EXISTING WATER SERVICE TO BE ABANDONED AT MAIN _ T - 33 3 2 -I - I - - 2 (PUB) , X13 fi 1 Pi oCEL 1 4 I I I I ( ( 4 4 I 13 5 EXISTING RECYCLED 1" SERVICE LATERAL PUB TO REMAIN , PROTECT IN PLACE P E -- -� I I I f 10 2 7 10 1 PLACE (PUB) 1 - fi - 6 EXISTING RECYCLED WATER PUB TO REMAIN PROTECT IN 6p0 3 23 307 g 5 - 28 8 EXISTING IRRIGA71ON BOX (PVT) TO BE REMOVED AND / 14 �� 21 15 25 23 25 6 23_- 6 ° G� RELOCATED EXISTING IRRIGATION BOX TO REMAIN ° %� �� i %i ✓ 2 18� I OOe _ — ° °° �- �� Q9 EXISTING WATER BACKFLOW BE REMOVED 6 7 1- �. ;, g 23 28 (p _ �— _ -- ° ° °° 10 EXISTING RECYCLED WATER AIR VACUUM TO BE RELOCATED o T 6 FOR NEW LOCATION 3 411't) L2)11'. 23 ° ° ° 21 (SEE ) SHEET o ° ° ° °° 5 Igo° 5 ° 4 °� °< 11 EXISTING FIRE DEPARTMENT CONNECITON (FDC) TO REMAIN, a e ., _ - - -__ _ I 5 10 6 *. w � E��IPNG i PROTECT IN PLACE °I g: 4 �� T pl- WATER 6 5 23 23 23 < 4 - = 6 - - - ° R 12 EXISTING WATER SERVICE TO BE ABANDONED AT MAIN. 23 7 5 7 6 � y W °° 36 6 METER TO BE REMOVED BY SD WD (SEE SHEET 7 00 FOR NEW LOCATION. D0000< 1 13 EXISTING PRESSURE RELIEF VALVE TO BE REMOVED 0 0 RELOCATED r - I 000000 000aoo• ° ��.� %� ��.! � � , •" --- .' 4 _ �` 6 24 � w. ° °° 27 - 4 va --- -€#-�" P � 6 8 24` 5 6 7 g °° � � � � AND SEWER ; w DC 000 6 o° a° ao o° _�� % �_ 23 ��' <1 EXISTING 8- SEWER (PUB) TO REMAIN PR07ECT IN PLACE. '*a� a t �Y EXISTING SEWER MANHOLE PUB TO REMAIN, PROTECT IN 9 6 = 4 - - ' 3 ' . 2 �, � •_ 16 W 35 � � 38 , _ - - - %- Q -r- - 15 23 4 z - -- ° PLACE (PUB) _ 2 i6 I �� Y9 29 _ SEWER CLEANOUT (PVT) TO REMAIN, PROTECT IN ?" (PA) o °y W% y \ w —� OU \ Q 6 1 s 8 I O EXISTING N 6 CG -3229 (PA) 3 22 3 34 I PLACE. p� °p 2 3 \. \ 3 4 6 oo SURFACE IMPROVEMENT P - WSW 29 (PA) �, ° 6 8 6 , 6 4 _ 19 °° rn < Q ° oo ❑1 EXISTING CURB AND GUTTER TO REMAIN � E V�"� ' • 25 y y � . C�'2 29 :, , . �� E 6 -- - .• _ - 23. ° - I �.I 1 ❑2 EXISTING CURB TO REMAIN LL 27 .. s 6 14 I F EXIS77NG PARKING STALLS TO REMAIN 25 1 _ .�I _ 23 t0 25 8 �, 25 o �, 1 i ," 1 T 25 23 (p \ , 3 a j ® EXIS77NG PARKING LIGHT. SEE SEPARATE ELECTRICAL PERMIT >�� 3 2 (PA) 25 �� 25 25 (PA) IG . _ p '? �� 1O 37 I / 27 25 25 10 1P s' (PA) 25 {Iy �; - �iA) - -- , � _ �I T Q EXISTING CURB AND GUTTER TO BE REMOVED © (PA) (PA) �Q/� EXISTING CURB TO BE REMOVED co EX13TIN6 - s 1 101 ❑7 EXISTING PARKING LIGHT TO BE REMOVED. " - - -- - BUILDING 6 EXISANG 6 S0 3 51') ® EXISTING TRAFFIC SIGNAL LIGHT TO BE REMOVED AND RELOCATED. SEE SHEET 29. BUILDING i' 4-- -- _ / I ❑9 EXISTING PARKING STALLS, WHEEL STOPS AND DISABLED SIGN TO BE REMOVED 10 EXISTING PED RAMP TO BE REMOVED S CR I P P S M E M O R I A L HOSPITAL A R C E L �1 g 11 EXISTING CONCRETE BROW DITCH TO BE REMOVED II! M 836 •1 I i `> � � � ! ❑ 12 EXISTING CONCRETE BROW DITCH TO REMAIN �� i , 13 EXISTING FENCE TO REMAIN LEGEND DEMOLITION PLAN MISCELLANEOUS DRY UTILITIES SURFACE IMPROVEMENT 14 EXISTING CONCRETE BAND TO REMAIN DEMOLMON NOTES 1 EXISTING SDG &E ELECTRIC VAULT TO REMAIN, PR07ECT IN 34 EXISTING MEDIAN CURB AND GUTTER TO BE REMOVED 15 EXIS71NG CONCRETE BAND TO BE REMOVED SCALE: i " =30' O1 EXIS71NG TREE TO REMAIN O ❑ 1. AT AREAS INDICATED, CONTRACTOR TO REMOVE COMPLETELY ALL LIMITS OF AC PAVEMENT REMOVAL PLACE 16 EXISTING CURB RAMP TO BE REMOVED CURB EXISTING PALM TREE TO BE REMOVED 35 EXISTING MEDIAN CURB TO BE REMOVED STRUCTURES, AC PAVING, CONCRETE SIDEWALK, ,MOW CURB, AND ETC ® EXISTING SDG &E ELECTRIC FUSE CABINET TO BE RELOCATED 17 EXISTING GATE TO REMAIN, PROTECT IN PLACE 2 ALL U71LI77ES TO BE PROPERLY CAPPED. EXISTING ART BASE TO REMAIN PER SEPARATE PLAN 36 EXISTING SIGN MONUMENT TO BE REMOVED J. SEE LANDSCAPE PLANS FOR LANDSCAPING (SHEET 20 THRU 29) AND LIMITS OF CONCRETE REMOVAL 000000000 00000000 ® EXISTING TREE TO BE REMOVED ® EXIS77NG TRAFFIC SIGNAL BOX TO BE RELOCATED, SHEET 29 37 EXISTING MEDIAN CURB AND GUTTER TO REMAIN 18 EXISTING MOW CURB TO BE REMOVED & REPLACED 4. THEGA7 O O(SHEET C L DEMOLITION IST O REMAIN AND TO BER REMOVED. REFER ° ° ° ° ° ° ° ° ° ° ° ° ° O ° ° ° ° ° �5 EXISTING ART BASE TO BE REMOVED AND RELOCATED 38 EXISTING TRAFFIC SIGN TO BE REMOVED AND RELOCATED 19 EXIS71NG MOW CURB TO REMAIN PER SEPARATE PERMIT ® EXIS71NG TRAFFIC SIGNAL CABINET TO REMAIN, PROTECT IN ® 20 EXIS71NG GATE POST TO BE REMOVED TO LANDSCAPE PLANS FOR THE LIMITS OF THE LANDSCAPE AND IRRIGATON PLACE LIMITS OF PLANTER REMOVAL - - � W w 21 EXISTING PARKING STALLS TO BE RMOVED DEMO (SHEETS 12 THRU 29). © EXISTING EASEMENT SEE SHEET N0. 3 05 EXISTING TRAFFIC SIGNAL RISER TO REMAIN, PROTECT IN 5. SEE THE SIGN PLAN FOR ADDITIONAL INFORMATION ON THE REMOVAL AND 0 EXISTING CITY OF ENCINITAS SURVEY CONTROL STA71ON PLACE 22 EXIS71NG SIGN TO BE REMOVED AND RELOCATED RELOCA71ON OF SIGNS ON SHEET 10. LIMITS OF EXISTING WALKWAY TO REMAIN p ENC -48. TO BE RELOCATED © EXISTING ELECTRICAL BOX TO BE REMOVED AND RELOCATED 23 EXISTING SIGN TO BE REMOVED 6. SEE THE SEPARATELY PERMITTED ELECTRICAL PLANS FOR PARKING LOT AND ® EXISTING PORTE- COCHERE COLUMNS TO REMAIN. S /7E LIGH77NG. PR07ECT IN PLACE. Q7 EXISTING TRAFFIC SIGNAL BOX TO REMOVED AND RELOCATED 24 REMOVED EXISTING STRIPING AND AC SPEED BUMP EXISTING PLANTER AREA TO REMAIN (PA) ® EXISTING JUNCTION BOX TO BE REMOVED AND RELOCATED 25 EXISTING BOLLARD LIGHT. SEE SEPARATE ELECTRICAL PERMIT 26 EXISTING PED RAMP TO REMAIN, PROTECT IN PLACE LIMITS OF WORK Q9 EXIS77NO TELEPHONE CABINET TO REMAIN, PROTECT IN PLACE 27 EXISTING BENCH TO BE REMOVED ® � QRpFESS /pNA 28 EXISTING SIGN MONUMENT TO REMAIN 10 EXIS7INO ELECTRICAL CONDUIT TO REMAIN, PR07ECT IN All C. ! UNDERGROUND SERVICE ALERT PLACE qe �� T Fy 29 EXISTING BENCH TO REMAIN 30 0 30 60 11 EXISTING GAS TO REMAIN, PROTECT IN PLACE H i 30 EXISTING CROSSWALK STRIPING TO BE REMOVED BY CALL BEFORE YOU DIG w m CALL TOLL c� No. -46358 ,, SANDBLASTING. � Exp. 6 -30 -2020 z 31 EXISTING FLAG POLE TO REMAIN CALL TOLL 27 -2600 SCALE IN FEET * CIVIL �* GRAPHIC SCALE r9 32 EXIS77NG MEDIAN CURB TO REMAIN gn OR OF C 33 EXISTING PARKING LIGHT TO REMAIN TWO WORKING DAYS BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN J CHECKED BY: J W JCW /MA /SCK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MENDS O D' DEMOLITION PLAN FOR: LOCATION: NW CORNER OF CON-. SO INLET ON NORTH PUBLIC WORKS DATE: SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 13818 -G SIDE OF SANTA FE DR. WEST OF 1-5 AT THE NE RETURN ENGINEER'S NAME DATE PLANNING /� JES OWENS EDWARDJ. MER 354 SANTA FE DRIVE, SCRIPPS HEALTH INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: -48358 q CITY NGIN R 258 - 242 -02 RECORD FROM: R.O.S. 18416 REVIEWER STEVEN C. KETTLER �� / ��-- l Z1L �, ELEVATION: 173.376, STA1048 (ENC-48) DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR EXP.: 6 -30 -20 DATE DATE PLANNING CASE NO: 06 -066 TPM /TM /CDPlDRlMUP /MIN /ETA, etc., 17- 164SUBC SHEET 4 OF 33 5 - i - - I 14 �� 15 - - - - - - -- - - EXIST. w "� '� 0-o EXIST. GRADE PROPOSED 6" �� -- - -� ° o � o o PROPOSED RETAINING � - - - - - - - - -- SIDEWALK '' ^ m ^ CURB AND / BOUNDARY PROP. CURB GUTTER PROPOSED SIDEWALK i� % RQ. , - ` / / o & GUTTER � PROPOSED 0 � � \ -5 "W 4'± COVER EXIST. 8" PVC ` `T (LE. 168.26) SECTION 'A- NOT TO SCALE CURB � % _ . � - - .. - - - __ , _ � - _ . � N1T30 36 � � - - - -- v�;�i�i %;ice ✓i�ii�ii�G: _- - - - - �- - -- _ �- _ _ (,IJFS 17 � - -� -- - - -- - -- � -SD �=� �i� �� .MATCHER ^ / og �_ e _ 7 ! 7 A SECTION B -B NOTE _ _ ,- NOT TO SCALE DEPTH OF EXISTING GAS, - -- - �_ - - � - /�� _ �•.' "4.' � `1� - u-l'�I LE TELEP IONE/COMMUNICA77ON , - - 6 % I I I / CONTRACTOR TO FIELD VERIFY . _ - - _ - - - - - - - - 5 - = -1 -- i = - " OF AND ANY SUESGIROOFSWORKON - - - - - -tl a a =STAN�SAE � � WORK IN iIIE CAUTION I - '�� -L� /� �� _�� r " CROSSING � _ _- - / a �' *�_ : i- � % � / � � CAUTION 1 i_ _ -� �� ^ "a � )SSING 4^ �* i 170 �* � a- �5 I I IN �TXISTtNG _R 1 �F_ / ( 39 � � I L�� ._ nE � I i LINE III I v ^ ^ 35 a i N i - -- cam' o TC 16980 TC 1 0.29 _ 6 1� r � � T 1 - 13 9.79 DAYLIGHT-) ° ^ / �� I --- - - - - -- �''� �'�' NE Fz? 33 - -- a PROJECT BOUNDARY a o� a rn 171.80 � 8 A= 12iyS.F. (MIN) F g - - i ;a - 10 .. Fhuf7f- =7rX -- e000BgBo ^ i o 168- -� i _ FG 17290 ve J ..`�0 %v - - 169 - -_� a - - -a -a IF 70.70 a - f_ TC 170.95 TC 170.86 FLT 1.64 - >- - - _ _ �PUBLLIC ACCESS DRAINAGE ' t 5 / ' 72 - o > -Z 1.9 ^ �) a. -HIGH POI LOW PONT N I 1 Z C 72 ] M `�° AND GENERAL UTILITY - ax �', � -Al ge g T0.$� 1.3% / � � o � ., EASEMENT RECORDED------- --- FL 172.03 7 .70 FL 17212 r< "t, o n ^ 1I - n \- C. -- h•- / EXTRM CAUTION I o c -� ! - 1 .94 � o - V 2 ^ N A 9- 209 DOC N0. ��/ 4% a I - _ - - FS 17 1 • F 17177 FS 1 201 _ 170 78 B E`' ° t7L ;� PRIVATE DRIVEWAY o UTILITY CROSSING 7 7 EXiFEIuE CAUTION I �� / FS 172.05 7 I UTILITY CROSSING 72 e., FS 1.19 / PUBLIC SE R I 1778 FS 17:1 FS 17252 > R FS 172.019 F5 17248 9 0-e -__ - EASEMENT ECO QED nl [ o N0. CC 3229 48 ---W- _T - �; - FS 17210} 15 ro EX1AEIuE CAUTION 1 9 - D0 - o FS 171.5'9 `�'4 ��. - G� v FS' `t w1- _ _ 13 2 _ .. . �L_ i - - FS 17- i 53 � UTILITY CROSSING �Q BMP 2 - u u =+� u - n » -( - -^ _ 171. N 6_ ,k 5 iEOIINirss ( _ FG 1680 AREA =1,648 S.F. MIN i , � -�- - �r FS 171.55 171 � � - - 6 8 LE IN 16791 71.81 - ^ �' -/ - -'i - � � IC 171.86 � �� vi F5 171.94 \ vii �� ' = EX 8" PVC SWR PER DWG i LE. OUT 167.71 FL 171. 171. FS 172. 172.12 , �V ^ 15% 1.5% ^ ^ N0. CG -3229 - S S n SDWD EASMENT ,� - ^ ^ _ J RECORDE6= 2 e8 F5 1 2 12 �' EXTREME CAUTION I I I I !PUBLIC ACCESS, 11 TC 172.8B PROPOSED SOWD x EXTREME CAUTION I < ini AS DO . 0. 20b - 1 FS 172 4 FS 172. I DRAINAGE, AND DAYLIGHT -. < 44 FS 2'12 °�a UTILITY CROSSING O UTILITY CROSSING I GENERAL UTILITY � LINE � '-u TC 17 .91 � FS 172.38 EASMENT � t „ EASEMENT RECORDED -� - - -. -_ -- _ - �� 4 1.2% FS 17241 C 172.41 0 70 / » DAYLIGH 3 2019 AS DOD, FS 1722± TC 172.51 ❑ o � n -, FS 172.14 N E$ 172. - %oo S 17251 �i� 172 T - - e LINE �- _ p ❑ o p ^ p _ / P.-2019- 2 M p1 IX r EXTREME CAUTION 1 - - \ _ _ o❑ E �i IS71 UTILITY CROSSING J p- 7 I. - i J EXTREtuE CAttIION I � " UTILITY CROSSING 1 - 5 o EXTREME CAUTION I UTILITY CROSSING / LE.16852 e� * EXTREME CAUTION 1 `t UTILITY CROSSING EXTREME CAUTION I CONSTRUCTION NOTES: UTILITY CROSSING 01 REMOVE EXISTING 24" EYD CAP PER DWG NO. 10305- -G. CONNECT PROPOSED 24 RCP 5TORM DRAIN TO EXISTING 24 PIPE, PROTECT IN PLACE I.E. 154.64) INSTALL BIO- BASIN. SEE SHEET 11 FOR DETAIL ® EXISTING DRAINAGE INLET TO 8E REPLACED WITH TYPE A -4 CLEANOUT PER SDRSD D -09 ® PROPOSED RETAINING WALL PER SDRSD C -02. NOTE TOP OF WALL (TW) ELEVATIONS SHOWN INDICATE THE GRADE AT THE SIDE TO BE RETAINED. THE ACTUAL TOP OF WALL MAY VARY DUE TO MASONRY BLOCK DIMENSIONS ® EXISTING 24" RCP STORM DRAIN PIPE PER DWG NO. 10305 -G TO REMAIN, PR07ECT IN PLACE © RE -LAY EX1n 71NG FIRE HYDRANT SERVICE AS NEEDED TO MAINTAIN 6 SEPARA77ON FROM PROPOSED STORM DRAIN WITH SAND CUSHION 07 EXISTING STORM DRAIN TO BE CAPPED AND ABANDONED IN PLACE ® 6" PVC PERFORATED PIPE. INSTALL CLEANOUT AT THE END OF EACH PIPE. SEE BIOFILTRATION BASIN DETAIL ON SHEET 11. O PROPOSED CONCRETE SPILLWAY PER DETAIL ON SHEET 11 10 EXIS77NG SEWER MANHOLE NOT FOUND AND MAY BE PAVED OVER. IF FOUND, ADJUST MANHOLE TO GRADE 11 EXISTING STORM DRAIN TO REMAIN, PROTECT IN PLACE 1© EXIS77NG DRAINAGE INLET (PVT) TO REMAIN 13 EXISTING STORM DRAIN PIPE (PVT) TO REMAIN, PROTECT IN PLACE 14 EXISTING STORM DRAIN CLEANOUT (PUB) TO REMAIN, PR07ECT IN PLACE 15 EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED SHEET 29 NOTE. - ° `v .: �� a CONTRACTOR TO PROTECT ° F5 1T 92 t "1 n n EXISTING SEWER 0 11 X o 39 I - 1 1 � - - - - - - - - - - - / PARCEL 1 �I - FF �17,T46 - - -� PM 836 SCRIPPS MEMORIAL HOSPITAL I PLAN VIEW STORM DRAIN PIPE CROSSING ELEVATION: NOM. O EX 36" STORM DRAIN. (IE 158.91) O EX FIRE HYDRANT (1P 166.52 *) �� CAUTION I SCALE: I_-20' CONTRACTOR TO POTHOLE/VERIFY FOR AREAS WITHIN TRENCH RESURFACING PROP 12" SO IE 163.91 PROP 24" SD IE 154.84 EXISTING DRY UTILITIES. LIMITS CONTRACTOR TO ADJUST TO GRADE EXISTING UNDERGROUND UTILITIES AND . „'n „ 11 ry, FACILITIES SHOWN ON THESE PLANS HAVE O SD STRUCTURE DATA (PVT) NO. RIM /TG IE (IN) lE (OUT) N07ES M.H. LID 1 N2724'57 "W 154.64 154,64 CONNECT TO EX. 24" PIPE N A 2 171.3 155.30 155.20 TYPE A -4 CLEANOUT SOLID 3 170.3 156.82 156.72 TYPE A -4 CLEANOUT SOLID 4 168.45 164.06 164.06 24 "X24" CB BROOKS BOX GRATED 5 169.20 165.60 165.60 24 "X24" CB BROOKS BOX GRATED 6 168.83 164.03 164.03 TYPE G -1 CATCH BASIN GRATED 7 173.0 164.70 164.70 1 12 712" CB BROOKS BOX GRATED 8 173.0 171.00 171.00 1 12 712" CB BROOKS BOX GRATED 9 171.41 168.58 161.14 TYPE A -4 CLEANOUT GRATED 10 16783 163.03 163.03 TYPE G -1 CATCH BASIN GRATED 11 172.6 169.11 169.11 12 712" CB BROOKS BOX GRATED 12 171.0 165.30 165.30 18 712" CB BROOKS BOX GRATED 13 174.4 160.70 160.70 TYPE A -4 CLEANOUT SOLID 14 159.00 159.00 10 "X24" WYE CONNECTION NIA 45' BEND 15 1 1 158.18 158.18 6 "X24" WYE CONNECTION N A 45' BEND STORM DRAIN PIPE DATA NO DELTA /BRNG RADIUS LENGTH SLOPE REMARKS 1 N2724'57 "W - -- 56.99' 1.00% 24" RCP PVT 2 N010336 "E - -- 142.74' 1.00% 24" RCP PVT 3 NO103'36 'E - -- 387.92' 1.00% 24" RCP If VT 4 N8928'19 "E - -- 34.36' 1.00% 24" RCP PVT 5 N885624 "W - -- 3.85' 2.00% 10" PVC, SDR -35 PVT 5A N885624 "W - -- 13.41' 48.257. 10" PVC, SDR -35 PVT 6 N88 56'24 "W - -- 53.86' 20.48% 6" PVC, SDR -35 PVT 7 N8657'08 "W - -- 52.33' 11.86% 18" PVC, SDR -35 PVT 8 N8657'O8 "W - -- 50.01' 2.06% 12" PVC, SDR -35 PVT 9 N1327'37 "W - -- 155.99' 0.99% 12" PVC, SDR -35 PVT 10 N6235'03 "E - -- 21.19' 1 41.67% 12" PVC, SDR -35 PVT 11 N8176'02 "E - -- 3358' 1 2.00% 6" PVC, SDR -35 PVT 12 1 N0177'31 "E - -- 74.19' 1 8.49% 6" PVC, SDR -35 PVT O'•' vL" vL" ALL EXISTING STRUCTURES, MANHOLE RIMS, BEEN OBTAINED FROM AVAILABLE RECORDS 2 EX 8" SEWER (IE 166.2±) O EX FIRE SERVICE (TP 166.70 *) GATE VALVE LIDS, ETC. IN EXIS71NG PARKING AND MAY BE SCHEMA71C IN NATURE THE PROP 12" SO IE 160.91 PROP 24" SO IE 154.93 NOTE Fx-x-1 LOT AND VERIFY UTILITY LOCATIONS PRIOR PLANS MAY NOT REFLECT ALL EXIS77NG 6.3' CLR 9.7' CLR FOR EXISTING EASEMENT & TO CONSTRUCTION. UTILITIES. CONTRACTOR TO CONFIRM O3 EX 8" SEWER (IE 166.9±) O9 EX FIRE HYDRANT (TP 16734 *) ENCUMBRANCES SEE SHEET 3. LOCA7IONS OF ALL EXISTING UTILITIES PRIOR PROP 8" SO IE 165.23 PROP 12" SO IE 158.71 TO START OF WORK AND N077FY ENGINEER 1,0' CLR 76' CLR EXTREME CAUTIONI OF WORK OF ANY DISCREPANCIES. NOTE EXACT LOCATION AND DEPTH OF EXIS71NG O4 EX 8" SEWER (IE 1676 NOTE CONTRACTOR TO COORDINATE WITH UTILITIES IS UNKNOWN. CONTRACTOR TO NOT. PROP 6" SD IE 161:06 UTILITY AGENCIES FOR ALL WORK VERIFY AND PR07ECT DURING CONSTRUCTION. 6.6' CLR * ASSUME 4' MIN. COVER FOR EX 8" WATER ASSOCIATED NTH DRY UTILITIES. FENCE & TREE REMOVAL N07ES ARE ADDED O5 EX 8" SEWER (IE 168.4±) FROM EXISTING SURFACE. CONTRACTOR TO FOR RFFFRFNCF DNI Y SFF LANDSCAPF " FIELD VERIFY AND COORDINATE WITH PROP 6- SD IE 164.56 THE ENGINEER OF RECORD. 0ROFESS /p4 NOTE 329' CLR O C. ql CONTRACTOR TO PROVIDE SMOOTH 66 EX 8" WATER (TP 1&5.75 *) `�v��v� Fy TRANSITION TO EXISTING GRADE. PROP 18" SD IE 158:47 - z V' No. C48358 m 5. .1' CLR 20 0 20 40 cx� Exp. 6- 30-2020 -o NOTE NOTE: PLANS NOT REVIEWED BY CITY FOR CONTRACTOR TO ENSURE DRAINAGE AWAY SCALE IN FEET * r9lF OIViVa�* ADA COMPLIANCE. NOTE` FROM EXISTING BUILDING OF CA114 CONTRACTOR TO VERIFY LOCATION OF 16 EXISTING TRAFFIC SIGNAL RISER TO REMAIN, PROTECT IN PLACE GRAPHIC SCALE BUILDING, FOUNDATION OR STRUCTURE. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. J JCW(MA JCW /SCK DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 LOCATION: NW CORNER OF CONC. SD INLET ON NORTH SIDE OF SANTA FE DR. WEST OF 1 -5 AT THE NE RETURN INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 8_ '7'(q �� C R.C.E. NO.: C48358 STEVEN C. KETTLER EXP.: 6 -30 -20 RECD MENDED: AP OV � JE E OWENS EDWARD I IMMER ,,��'''' / CITY NGI R Z4� i'l�Z I I 22 12.019 DATE DATE GRADING AND PRIVATE STORM DRAIN PLAN FOR: SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 354 SANTA FE DRIVE' SCRIPPS HEALTH 255- 242 -02 PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC 13818-G PUBLIC WORKS ENGINEER'S NAME DATE PLANNING INTO SCRIPPS MEMORIAL HOSPITAL RECORD FROM: R.O.S. 16416 ELEVATION: 173.376, STA1048(ENC -48) DATUM: NAVD88 REVIEWER CITY ENGINEER DATE INSPECTOR SHEET 5 OF 33 1i SCRI mle- SCRII TO MEMORIAL R1311 RETURN C3 HORII cr�A D + "�20' VERY. SCALE: i " =4' S SANTA I HORI; VERY. 217 +00 OPOSED TOP OF CURB ALONG SANTA FE DRIVE 1% L =4712' L= 7.29' � E2 f2 I o Cc ° L/4 =11.7 ' 2.83' © L14=11.82 ' N48101'27 7E M� Lu 8:0% MIN I 12" PVC SDR -35 SANTA FE DRIVE /MAIN ENTRY L4 J -- 73.83' Ll _ l m z " SEE RAMP DETAIL CL rn + N 8d 2 N N - U THIS SHEET -.v n w I_-) THIS SHEET, ADDITI FOR cmi NAL mo -r.^ ^ Lo ADDITIONAL U RIVE (CENTERLINE) _ a m m ^ INFORM 4 71O ® E EXISTING CURB & GUTTER TO BE REMOVED 0`5% � 9 _ zo INFORMATI h N �3 E LZU ° a / �,I�_ - P OFI O ® F_ Z -Z i^•j NI^ O+ n IN ^IN �Ir ,< ® E uj z 0.t 7 m EXISTING - -- N' Q URB ALONG © E EXISTING MEDIAN CURB TO BE REMOVED c") SANTA k ANTA FE DRIVE 4% 0.5% - -� V V ti M n ❑ 2169 +00 ❑7 E 1 PROPOSED •v •v `°' 1.05% ALONG CU RETURN ti I SANTA FE DIRIVENAIN ENTRY a JRB RETURN 1 C2 HORIZ SCALE: 1"--20' �Wrn + Ocwi)ZN^ ti N + o ^ n TO MEMORIAL R1311 RETURN C3 HORII cr�A D + "�20' VERY. SCALE: i " =4' S SANTA I HORI; VERY. 217 +00 OPOSED TOP OF CURB ALONG SANTA FE DRIVE 1% L =4712' DEL TA N � E2 f2 I o Cc -4- L/4 =11.7 ' 2.83' © ^ ci N48101'27 7E O Lu 8:0% MIN I 12" PVC SDR -35 SANTA FE DRIVE /MAIN ENTRY L4 J -- 73.83' h � N7657'03 "W m � " N \-EXISTING CL rn + N 8d 2 N N - U THIS SHEET FOR o I_-) N +O -r.^ ^ SANTA ADDITIONAL U RIVE (CENTERLINE) o a m - ® ® E EXISTING CURB & GUTTER TO BE REMOVED 0`5% � 9 _ zo INFORMATI �3 E LZU ° a / �,I�_ - 2171+00 28 O O ® F_ Z -Z i^•j NI^ O+ n IN ^IN �Ir TO MEMORIAL R1311 RETURN C3 HORII cr�A D + "�20' VERY. SCALE: i " =4' S SANTA I HORI; VERY. 217 +00 OPOSED TOP OF CURB ALONG SANTA FE DRIVE 1% I � I d ai 4 4 9 +29.10 PCR TC 174.65 `D o FS 174.15 ®3 y I LIP 174.28 w Io I 26 °.. 11251 1.13% Z� a59Y ° a 0.5At a l�Q 6g 0.5 %a 1 E DEL TA N � E2 f2 REMARKS -4- - -- 2.83' U ^ ci N48101'27 7E - -- 6.82' 8:0% MIN I 12" PVC SDR -35 SANTA FE DRIVE /MAIN ENTRY L4 J -- 73.83' h � N7657'03 "W -- Q) 3 " N \-EXISTING CL rn + C `` ° 2 h +� � - U SURFACE ALONG I_-) N l�pg8 7 7340 - SANTA E DRIVE RIVE (CENTERLINE) - ® ® E EXISTING CURB & GUTTER TO BE REMOVED 0`5% � 9 _ zo �3 E EXISTING MEDIAN CURB & GUTTER TO REMAIN, PROTECT IN PLACE ° a / �,I�_ - 2171+00 28 O O ® F_ Z EXISTING MEDIAN CURB TO REMAIN, PROTECT IN PLACE CL ® E uj z m EXISTING TOP OF ° N N? ° N' Q URB ALONG © E EXISTING MEDIAN CURB TO BE REMOVED c") SANTA k ANTA FE DRIVE 0.5% - -� V V ti M n ❑ ❑7 E •v •v `°' 1.05% - 0 Mi I � I d ai 4 4 9 +29.10 PCR TC 174.65 `D o FS 174.15 ®3 y I LIP 174.28 w Io I 26 °.. 11251 1.13% Z� a59Y ° a 0.5At a l�Q 6g 0.5 %a 1 PERMIT IlI�MRF'R�. kl- k9- GMC -4211- fQ,, SDY RTE _5 :PNt AS- !BUILT PLAYAS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE SHEET 4rE SHEETS �M( 00 ^ �. OOi ^N. rOjNMNMi ^ ti IV. W e - �\ "r I - 19 +25.61 PCR Q I i TC 173 95 tai. �V- W �- -. � w F_ w � -- - -- m U C -... - - i 10' 9 10' TRANS. RANSITION STORM DRAIN PIPE DATA (PUBLIC) cr N DEL TA N � E2 f2 REMARKS -4- - -- 2.83' U ^ ci N48101'27 7E - -- 6.82' 8:0% MIN I 12" PVC SDR -35 SANTA FE DRIVE /MAIN ENTRY L4 J -- 73.83' h � N7657'03 "W -- Q) 3 " N CURB RAMP DETAIL 1 rn + C `` ° 2 h +� � - U SCALE: l`_-10' 00 I_-) N l�pg8 7 7340 - C NI ;C PERMIT IlI�MRF'R�. kl- k9- GMC -4211- fQ,, SDY RTE _5 :PNt AS- !BUILT PLAYAS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE SHEET 4rE SHEETS �M( 00 ^ �. OOi ^N. rOjNMNMi ^ ti IV. W e - �\ "r I - 19 +25.61 PCR Q I i TC 173 95 tai. �V- W �- -. � w F_ w � -- - -- m U C -... - - i 10' 9 10' TRANS. RANSITION STORM DRAIN PIPE DATA (PUBLIC) N0. DEL TA RADIUS LENGTH SLOPE REMARKS 1 N0874'20 "W - -- 2.83' 2.1% 24" RCP 1350 -D 2 N48101'27 7E - -- 6.82' 8:0% MIN I 12" PVC SDR -35 PRO ILE: SA A FE DRIVE CUR HORI SCALE: l'--20' O CURB DATA PUBLIC NO. DELTA/BRNG RADIUS LENGTH REMARKS L1 N8970'53 "W -- 3.62' 6" TYPE G CURB AND GUTTER PER DWG G -02 1 9019'30" 30.00' 47.29' " C3 89 4522" 30.00' 47.12' " L4 N8930'07 "W -- 73.83' h � N7657'03 "W -- 33.31' " C6 17954'03" 1.91' 6.00' 6" TYPE B -1 MEDIAN CURB PER DWG G -06 C7 179 54'03" 30.00' 16.95' 6" TYPE G CURB AND GUTTER PER DWG G -02 l�pg8 7 7340 - - ® ® E EXISTING CURB & GUTTER TO BE REMOVED 0`5% � 9 _ zo �3 E EXISTING MEDIAN CURB & GUTTER TO REMAIN, PROTECT IN PLACE ° a / �,I�_ - _ 28 O O ® ® E EXISTING MEDIAN CURB TO REMAIN, PROTECT IN PLACE ® E EXISTING MEDIAN CURB & GUTTER TO BE REMOVED 1a% ° ° N N? ° N' ° © © E EXISTING MEDIAN CURB TO BE REMOVED PRO ILE: SA A FE DRIVE CUR HORI SCALE: l'--20' O CURB DATA PUBLIC NO. DELTA/BRNG RADIUS LENGTH REMARKS L1 N8970'53 "W -- 3.62' 6" TYPE G CURB AND GUTTER PER DWG G -02 C2 9019'30" 30.00' 47.29' " C3 89 4522" 30.00' 47.12' " L4 N8930'07 "W -- 73.83' L5 N7657'03 "W -- 33.31' " C6 17954'03" 1.91' 6.00' 6" TYPE B -1 MEDIAN CURB PER DWG G -06 C7 179 54'03" 30.00' 16.95' 6" TYPE G CURB AND GUTTER PER DWG G -02 O WATER DATA PUBLIC N0. DELTA RNG RADIUS LENGTH REMARKS 1 N00'04'60 "E -- 7.3T 4" C -900 PVC CL -305 I� FS 173.45 W 1 LIP 173.58 ° w ¢ W I I 37 0 L ° SANTA FE DRIVE /MAIN ENTRY j z I CURB NODE DETAIL EXISTING SIDE a N WALK TO REMAIN, PROTECT 1N PLACE ^ ^ ® EXISTING SEWER MANHOLE TO REMAIN, PROTECT IN PLACE <\0 Z =5' 71% 4 m 27 EXISTING TRAFFIC SIGN TO BE RELOCATED - - - -- - - - -- --- - - - - -- Fial INSTALL MODIFIED CURB RAMP TYPE A W/ 6" CURB ON ONE SIDE PER SDRSD DWG NO. G -27 WITH TRUNCATED DOMES PER DWG G -30 2170 +00 2171+00 ,M ^ ^ 11 INSTALL 10' CONCRETE CROSS GUTTER. SEE SECTION ON SHEET 11 rl� °' `" 12 INSTALL CONCRETE SIDEWALK, SEE DETAIL ON SHEET 11 1 �) SANTA FE DRIVE /MAIN ENTRY " I i ^ 13 INSTALL 6 TYPE G CURB &GUTTER PER DWG SDRSD G -02 i I I I I I I CURB RAMP DETAIL 2 � � w 14 INSTALL 6" TYPE B -1 MEDIAN CURB PER DWG SDRSD G -06 1. ( SCALE: 1 " =10' 15 EXISTING 30 RCP STORM DRAIN (5= 0.68 9) TO REMAIN, PROTECT IN PLACE N PROJECT m o I I BOUNDARY d 16 EXISTING 24" RCP STORM DRAIN (S= 0.50 %) TO REMAIN, PR07ECT IN PLACE cn m it �� d Nti 17 EXISTING 18" RCP STORM DRAW (S= 23.14 %) TO REMAIN, PROTECT IN PLACE r o -o .� oo -> S u � �^ " i `; 18 EXISTING STORM DRAIN CURB INLET (EX 18" IE= 165.98, EX 24 IE= 165.48, n i 1 Ih '� ~ rn L - _ - - - -- \ I N N EX 30" IE= 164.98) TO BE CONVERTED TO A -4 CLEANOUT, 24" IE= 165.48 - + + - PER DWG SDRSD D -09 1, m + o - -- 175 Q 19 INSTALL AC PAVEMENT (6" HMA TYPE A OVER 11" CLASS 2 BASE) _ 37 cwawao� 32 N EXISTING 1V ^ ^ 20 INSTALL AC OVERLAY (MIN. 1.5" HMA TYPE A). SEE DETAIL ON SHEET 11. j ! 9 +2. 1 OS 27.00' LT R/W �1 \� C�ERTY - -- - -- - - -- - - 21 GRIND AND OVERLAY EXIST. AC PAVING TO PROVIDE DRAINAGE FROM MEDIAN PCR 10 36 \ �_RIPP�= - Qo - Y CONSTRUCTION 11 / 2 30 \ \ .. S� S PUBLIC) 1 �W Signs i � 9+29.0 S X00' �__ % 4 40 34 35 , „� - � ¢ 22 REPAIR /REPLACE DECORATIVE MEDIAN PAVING DAMAGED B ' PCR 1 - �I'll, CALTRAN _ 41 ` � � � -, i i b M a o �l - 17137 � � 23 PIPE TO BE ABANDONED/ DISCONNECTED. SEE SHEET 5. J 26 w; 19 13 0 ° 43 /� / - - - - 7 _ - ` ° av �Fli 17 __ 24 EXISTING FIRE HYDRANT TO REMAIN. PROTECT IN PLACE. CON C ti `_' } \ -- 25 EXISTING ELECTRICAL CABINET TO REMAIN. PROTECT IN PLACE. ❑ a /O -- 26 PROPOSED PUBLIC PEDESTRIAN ACCESS, DRAINAGE, AND GENERAL UTILITY 44 m - ",` L5 I 42 S EASEMENT - rn ! EX STING SDG &E CABINET 0 BE RELOCATED. - - _ - - - C� -3229, „: -• ` . : - -- ��-� -� - - - -- _ -_ - __ 0 27 T - - - - 18 - c3 11t ^ ^ pi � M 28 EXISTING RECYCLED WATER AIR VACUUM TO BE RELOCATED PER WAS WA -02 - -- _ - - ^ U - ^ AND WA -03. _ moo- - - - - - - 76y - - - U �' �' E2 EX 24" CP� m � - - - F- �' E' L" ! 29 INSTALL CURB RAMP TYPE C PER SDRSD DWG NO. G -29 SD PER WG � o _ _ _ PO _ _ _ o C' o a WITH TRUNCATED DOMES PER DWG G -30 Cam_ 30 RELOCATED PRESSURE RELIEF VALVE WITH CONCRETE SPLASH PAD, RIM= - - - �\�\ \ _ - - _ - 173.1, IE= 170.10 (SEE DRAWING NO. 0022 -DI AND DETAILS ON SHEET 7). _ - - - - - MATERIAL TO BE REUSED PER INSPECTION AND DIREC71ON OF SOWD 17 EXTFf3& CAUTION 1 o rn s Q� ° INSPECTOR. C� vs �� ° UTILITY CROSSING ^ z CL Z X 10" CI WTR (A8 ) o ¢ - 31 EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED PER TRAFFIC PLANS: + �C ,� co w z c EX 12" AC WTR 32 EXISTING TRAFFIC SIGNAL BOX TO REMAIN AND ADJUST TO GRADE �� h 71 +00 3 - N Q s - - -_- - -- - - - -2 +0o SANTA FE DRIVE /MAIN ENTRY >CP SWR PER PROD. II 21 +00 i - - - -- 1 -- 33 EXISTING TRAFFIC SIGNAL TO REMAIN, PROTECT IN PLACE. 76 -2931 !,i b A s �'' CURB RAMP DETAIL 3 34 PROPOSED CURB TO MATCH EXISTING GRADE, 8" MAXIMUM HEIGHT - 1959J21A o -. - - -- -- a SCALE. 1 =10 (SEE DETAIL ON SHEET 11). 35 EXISTING HOSPITAL SIGN TO BE RELOCATED TO BACK OF SIDEWALK c � - - - � - - - - - _p 4 NOTE: z w FOR PROPOSED EASEMENTS, SEE - - - -- ±I A �- - - - - G- - - SHEET 7 NOTE: - P o 0 Am 36 RECYCLED WATER AIR VACUUM PER WAS WA -02 & W4-03. REUSE EXISTING P.O.C. AT MAIN AND MAINTAIN MINIMUM 1% SLOPE TOWARDS AIR VACUUM. INSTALL 8 AWG TRACER WIRE AND 71E INTO EXISTING TRACER WIRE ON MAINLINE. 37 EXISTING SIGN TO REMAIN. PR07ECT IN PLACE. m 38 EXISTING SIGN TO REMAIN PER CALTRANS. PROTECT IN PLACE. �; I � -- 29 - -- - -- 39 _ - �\ 1>5,.. FOR TRAMC STRIPING AND EXISTING CURB RAMP TO REMAIN PER CALTRANS. PROTECT IN PLACE. - - -- - - -- - - - -gym -- -- - - - - -- . _ -- _--- - - - - -- - -- - �� -- - -- o -- 9n -- TS -- �`R - -- - - - -- - -- -_ -, - - - - - - �oQROFESS /p4q` 401 EXISTING STORM�DRAINRCLEANOUT (PUB) TO REMAIN, PROTECT IN PLACE TRAFFIC SIGN E SHEET 31 - - - -- � T c� 42 EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED SHEET 29 R 38 � � --._ _____ _ -_ __� 43 EXISTING ELECTRICAL BOX AND PEDESTAL TO REMAN, PROTECT IN PLACE 4x� - 175 I =�� p __.� 20 0 20 40 No. C48358 m 44 EXIS7NG SDG &E ELECTRIC VAULT TO REMAIN, PROTECT IN PLACE EXISTING Exp. 6 -30 -2020 45 EXIS71NG FIRE HYDRANT (PUB) TO REMAIN, PROTECT IN PLACE /W� S /� X - -- / -� _ N SCALE IN FEET PLAN: SA NTA FE DRIVE *� . C1V1V �* 46 EXISTING RECYCLED 1" SERVICE LATERAL (PUB) TO REMAIN, GRAPHIC SCALE q� OF CAI- \F PR07ECT IN PLACE SCALE: l`_-20' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY CHECKED BY: JCW JCW /MA JCW /SCK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC STAMPED LS7322 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MEND A V . SANTA FE DRIVE PLAN AND PROFILE FOR: LOCATION: NW CORNER OF CONC. SD INLET ON NORTH PUBLIC WORKSL►* DATE: • T "° SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION SIDE OF SANTA FE OR. WEST OFI-5AT THE NERE-TURN ENGINEER'S NAME DATE PLANNING /'% ,L^ _ JES OWENS EDWARDJ. W ER 354 SANTA FE DRIVE, SCRIPPS HEALTH 3818'G INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C48358 CITY NGI RECORD FROM: R.O.S. 18416 REVIEWER / � 1 �Z 258- 242 -02 ELEVATION: 173.376, STAID48(ENG48) DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR STEVEN C, KETTLER EXP.: 6 -30 -20 DATE DAT PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC SHEET 6 OF 33 IN + 3 30 S SCALE: 1 =10 = g - - C CONSTRUCTION N NOTES: / a a R a ❑ ❑1 E EXISTING CURB & GUTTER TO REMAIN, PROTECT IN PLACE X / R a l�pg8 7 7340 - - ® ® E EXISTING CURB & GUTTER TO BE REMOVED 0`5% � 9 _ -� - �3 E EXISTING MEDIAN CURB & GUTTER TO REMAIN, PROTECT IN PLACE ° a / �,I�_ - _ 28 O O ® ® E EXISTING MEDIAN CURB TO REMAIN, PROTECT IN PLACE ® E EXISTING MEDIAN CURB & GUTTER TO BE REMOVED 1a% ° ° N N? ° ° © © E EXISTING MEDIAN CURB TO BE REMOVED 0.5% - -� V V ti M n ❑ ❑7 E a N WALK TO REMAIN, PROTECT 1N PLACE ^ ^ ® EXISTING SEWER MANHOLE TO REMAIN, PROTECT IN PLACE <\0 Z =5' 71% 4 m 27 EXISTING TRAFFIC SIGN TO BE RELOCATED - - - -- - - - -- --- - - - - -- Fial INSTALL MODIFIED CURB RAMP TYPE A W/ 6" CURB ON ONE SIDE PER SDRSD DWG NO. G -27 WITH TRUNCATED DOMES PER DWG G -30 2170 +00 2171+00 ,M ^ ^ 11 INSTALL 10' CONCRETE CROSS GUTTER. SEE SECTION ON SHEET 11 rl� °' `" 12 INSTALL CONCRETE SIDEWALK, SEE DETAIL ON SHEET 11 1 �) SANTA FE DRIVE /MAIN ENTRY " I i ^ 13 INSTALL 6 TYPE G CURB &GUTTER PER DWG SDRSD G -02 i I I I I I I CURB RAMP DETAIL 2 � � w 14 INSTALL 6" TYPE B -1 MEDIAN CURB PER DWG SDRSD G -06 1. ( SCALE: 1 " =10' 15 EXISTING 30 RCP STORM DRAIN (5= 0.68 9) TO REMAIN, PROTECT IN PLACE N PROJECT m o I I BOUNDARY d 16 EXISTING 24" RCP STORM DRAIN (S= 0.50 %) TO REMAIN, PR07ECT IN PLACE cn m it �� d Nti 17 EXISTING 18" RCP STORM DRAW (S= 23.14 %) TO REMAIN, PROTECT IN PLACE r o -o .� oo -> S u � �^ " i `; 18 EXISTING STORM DRAIN CURB INLET (EX 18" IE= 165.98, EX 24 IE= 165.48, n i 1 Ih '� ~ rn L - _ - - - -- \ I N N EX 30" IE= 164.98) TO BE CONVERTED TO A -4 CLEANOUT, 24" IE= 165.48 - + + - PER DWG SDRSD D -09 1, m + o - -- 175 Q 19 INSTALL AC PAVEMENT (6" HMA TYPE A OVER 11" CLASS 2 BASE) _ 37 cwawao� 32 N EXISTING 1V ^ ^ 20 INSTALL AC OVERLAY (MIN. 1.5" HMA TYPE A). SEE DETAIL ON SHEET 11. j ! 9 +2. 1 OS 27.00' LT R/W �1 \� C�ERTY - -- - -- - - -- - - 21 GRIND AND OVERLAY EXIST. AC PAVING TO PROVIDE DRAINAGE FROM MEDIAN PCR 10 36 \ �_RIPP�= - Qo - Y CONSTRUCTION 11 / 2 30 \ \ .. S� S PUBLIC) 1 �W Signs i � 9+29.0 S X00' �__ % 4 40 34 35 , „� - � ¢ 22 REPAIR /REPLACE DECORATIVE MEDIAN PAVING DAMAGED B ' PCR 1 - �I'll, CALTRAN _ 41 ` � � � -, i i b M a o �l - 17137 � � 23 PIPE TO BE ABANDONED/ DISCONNECTED. SEE SHEET 5. J 26 w; 19 13 0 ° 43 /� / - - - - 7 _ - ` ° av �Fli 17 __ 24 EXISTING FIRE HYDRANT TO REMAIN. PROTECT IN PLACE. CON C ti `_' } \ -- 25 EXISTING ELECTRICAL CABINET TO REMAIN. PROTECT IN PLACE. ❑ a /O -- 26 PROPOSED PUBLIC PEDESTRIAN ACCESS, DRAINAGE, AND GENERAL UTILITY 44 m - ",` L5 I 42 S EASEMENT - rn ! EX STING SDG &E CABINET 0 BE RELOCATED. - - _ - - - C� -3229, „: -• ` . : - -- ��-� -� - - - -- _ -_ - __ 0 27 T - - - - 18 - c3 11t ^ ^ pi � M 28 EXISTING RECYCLED WATER AIR VACUUM TO BE RELOCATED PER WAS WA -02 - -- _ - - ^ U - ^ AND WA -03. _ moo- - - - - - - 76y - - - U �' �' E2 EX 24" CP� m � - - - F- �' E' L" ! 29 INSTALL CURB RAMP TYPE C PER SDRSD DWG NO. G -29 SD PER WG � o _ _ _ PO _ _ _ o C' o a WITH TRUNCATED DOMES PER DWG G -30 Cam_ 30 RELOCATED PRESSURE RELIEF VALVE WITH CONCRETE SPLASH PAD, RIM= - - - �\�\ \ _ - - _ - 173.1, IE= 170.10 (SEE DRAWING NO. 0022 -DI AND DETAILS ON SHEET 7). _ - - - - - MATERIAL TO BE REUSED PER INSPECTION AND DIREC71ON OF SOWD 17 EXTFf3& CAUTION 1 o rn s Q� ° INSPECTOR. C� vs �� ° UTILITY CROSSING ^ z CL Z X 10" CI WTR (A8 ) o ¢ - 31 EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED PER TRAFFIC PLANS: + �C ,� co w z c EX 12" AC WTR 32 EXISTING TRAFFIC SIGNAL BOX TO REMAIN AND ADJUST TO GRADE �� h 71 +00 3 - N Q s - - -_- - -- - - - -2 +0o SANTA FE DRIVE /MAIN ENTRY >CP SWR PER PROD. II 21 +00 i - - - -- 1 -- 33 EXISTING TRAFFIC SIGNAL TO REMAIN, PROTECT IN PLACE. 76 -2931 !,i b A s �'' CURB RAMP DETAIL 3 34 PROPOSED CURB TO MATCH EXISTING GRADE, 8" MAXIMUM HEIGHT - 1959J21A o -. - - -- -- a SCALE. 1 =10 (SEE DETAIL ON SHEET 11). 35 EXISTING HOSPITAL SIGN TO BE RELOCATED TO BACK OF SIDEWALK c � - - - � - - - - - _p 4 NOTE: z w FOR PROPOSED EASEMENTS, SEE - - - -- ±I A �- - - - - G- - - SHEET 7 NOTE: - P o 0 Am 36 RECYCLED WATER AIR VACUUM PER WAS WA -02 & W4-03. REUSE EXISTING P.O.C. AT MAIN AND MAINTAIN MINIMUM 1% SLOPE TOWARDS AIR VACUUM. INSTALL 8 AWG TRACER WIRE AND 71E INTO EXISTING TRACER WIRE ON MAINLINE. 37 EXISTING SIGN TO REMAIN. PR07ECT IN PLACE. m 38 EXISTING SIGN TO REMAIN PER CALTRANS. PROTECT IN PLACE. �; I � -- 29 - -- - -- 39 _ - �\ 1>5,.. FOR TRAMC STRIPING AND EXISTING CURB RAMP TO REMAIN PER CALTRANS. PROTECT IN PLACE. - - -- - - -- - - - -gym -- -- - - - - -- . _ -- _--- - - - - -- - -- - �� -- - -- o -- 9n -- TS -- �`R - -- - - - -- - -- -_ -, - - - - - - �oQROFESS /p4q` 401 EXISTING STORM�DRAINRCLEANOUT (PUB) TO REMAIN, PROTECT IN PLACE TRAFFIC SIGN E SHEET 31 - - - -- � T c� 42 EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED SHEET 29 R 38 � � --._ _____ _ -_ __� 43 EXISTING ELECTRICAL BOX AND PEDESTAL TO REMAN, PROTECT IN PLACE 4x� - 175 I =�� p __.� 20 0 20 40 No. C48358 m 44 EXIS7NG SDG &E ELECTRIC VAULT TO REMAIN, PROTECT IN PLACE EXISTING Exp. 6 -30 -2020 45 EXIS71NG FIRE HYDRANT (PUB) TO REMAIN, PROTECT IN PLACE /W� S /� X - -- / -� _ N SCALE IN FEET PLAN: SA NTA FE DRIVE *� . C1V1V �* 46 EXISTING RECYCLED 1" SERVICE LATERAL (PUB) TO REMAIN, GRAPHIC SCALE q� OF CAI- \F PR07ECT IN PLACE SCALE: l`_-20' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY CHECKED BY: JCW JCW /MA JCW /SCK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC STAMPED LS7322 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MEND A V . SANTA FE DRIVE PLAN AND PROFILE FOR: LOCATION: NW CORNER OF CONC. SD INLET ON NORTH PUBLIC WORKSL►* DATE: • T "° SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION SIDE OF SANTA FE OR. WEST OFI-5AT THE NERE-TURN ENGINEER'S NAME DATE PLANNING /'% ,L^ _ JES OWENS EDWARDJ. W ER 354 SANTA FE DRIVE, SCRIPPS HEALTH 3818'G INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C48358 CITY NGI RECORD FROM: R.O.S. 18416 REVIEWER / � 1 �Z 258- 242 -02 ELEVATION: 173.376, STAID48(ENG48) DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR STEVEN C, KETTLER EXP.: 6 -30 -20 DATE DAT PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC SHEET 6 OF 33 IN SDRSD DWG NO. G -27 WITH TRUNCATED DOMES PER DWG G -30 2170 +00 2171+00 ,M ^ ^ 11 INSTALL 10' CONCRETE CROSS GUTTER. SEE SECTION ON SHEET 11 rl� °' `" 12 INSTALL CONCRETE SIDEWALK, SEE DETAIL ON SHEET 11 1 �) SANTA FE DRIVE /MAIN ENTRY " I i ^ 13 INSTALL 6 TYPE G CURB &GUTTER PER DWG SDRSD G -02 i I I I I I I CURB RAMP DETAIL 2 � � w 14 INSTALL 6" TYPE B -1 MEDIAN CURB PER DWG SDRSD G -06 1. ( SCALE: 1 " =10' 15 EXISTING 30 RCP STORM DRAIN (5= 0.68 9) TO REMAIN, PROTECT IN PLACE N PROJECT m o I I BOUNDARY d 16 EXISTING 24" RCP STORM DRAIN (S= 0.50 %) TO REMAIN, PR07ECT IN PLACE cn m it �� d Nti 17 EXISTING 18" RCP STORM DRAW (S= 23.14 %) TO REMAIN, PROTECT IN PLACE r o -o .� oo -> S u � �^ " i `; 18 EXISTING STORM DRAIN CURB INLET (EX 18" IE= 165.98, EX 24 IE= 165.48, n i 1 Ih '� ~ rn L - _ - - - -- \ I N N EX 30" IE= 164.98) TO BE CONVERTED TO A -4 CLEANOUT, 24" IE= 165.48 - + + - PER DWG SDRSD D -09 1, m + o - -- 175 Q 19 INSTALL AC PAVEMENT (6" HMA TYPE A OVER 11" CLASS 2 BASE) _ 37 cwawao� 32 N EXISTING 1V ^ ^ 20 INSTALL AC OVERLAY (MIN. 1.5" HMA TYPE A). SEE DETAIL ON SHEET 11. j ! 9 +2. 1 OS 27.00' LT R/W �1 \� C�ERTY - -- - -- - - -- - - 21 GRIND AND OVERLAY EXIST. AC PAVING TO PROVIDE DRAINAGE FROM MEDIAN PCR 10 36 \ �_RIPP�= - Qo - Y CONSTRUCTION 11 / 2 30 \ \ .. S� S PUBLIC) 1 �W Signs i � 9+29.0 S X00' �__ % 4 40 34 35 , „� - � ¢ 22 REPAIR /REPLACE DECORATIVE MEDIAN PAVING DAMAGED B ' PCR 1 - �I'll, CALTRAN _ 41 ` � � � -, i i b M a o �l - 17137 � � 23 PIPE TO BE ABANDONED/ DISCONNECTED. SEE SHEET 5. J 26 w; 19 13 0 ° 43 /� / - - - - 7 _ - ` ° av �Fli 17 __ 24 EXISTING FIRE HYDRANT TO REMAIN. PROTECT IN PLACE. CON C ti `_' } \ -- 25 EXISTING ELECTRICAL CABINET TO REMAIN. PROTECT IN PLACE. ❑ a /O -- 26 PROPOSED PUBLIC PEDESTRIAN ACCESS, DRAINAGE, AND GENERAL UTILITY 44 m - ",` L5 I 42 S EASEMENT - rn ! EX STING SDG &E CABINET 0 BE RELOCATED. - - _ - - - C� -3229, „: -• ` . : - -- ��-� -� - - - -- _ -_ - __ 0 27 T - - - - 18 - c3 11t ^ ^ pi � M 28 EXISTING RECYCLED WATER AIR VACUUM TO BE RELOCATED PER WAS WA -02 - -- _ - - ^ U - ^ AND WA -03. _ moo- - - - - - - 76y - - - U �' �' E2 EX 24" CP� m � - - - F- �' E' L" ! 29 INSTALL CURB RAMP TYPE C PER SDRSD DWG NO. G -29 SD PER WG � o _ _ _ PO _ _ _ o C' o a WITH TRUNCATED DOMES PER DWG G -30 Cam_ 30 RELOCATED PRESSURE RELIEF VALVE WITH CONCRETE SPLASH PAD, RIM= - - - �\�\ \ _ - - _ - 173.1, IE= 170.10 (SEE DRAWING NO. 0022 -DI AND DETAILS ON SHEET 7). _ - - - - - MATERIAL TO BE REUSED PER INSPECTION AND DIREC71ON OF SOWD 17 EXTFf3& CAUTION 1 o rn s Q� ° INSPECTOR. C� vs �� ° UTILITY CROSSING ^ z CL Z X 10" CI WTR (A8 ) o ¢ - 31 EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED PER TRAFFIC PLANS: + �C ,� co w z c EX 12" AC WTR 32 EXISTING TRAFFIC SIGNAL BOX TO REMAIN AND ADJUST TO GRADE �� h 71 +00 3 - N Q s - - -_- - -- - - - -2 +0o SANTA FE DRIVE /MAIN ENTRY >CP SWR PER PROD. II 21 +00 i - - - -- 1 -- 33 EXISTING TRAFFIC SIGNAL TO REMAIN, PROTECT IN PLACE. 76 -2931 !,i b A s �'' CURB RAMP DETAIL 3 34 PROPOSED CURB TO MATCH EXISTING GRADE, 8" MAXIMUM HEIGHT - 1959J21A o -. - - -- -- a SCALE. 1 =10 (SEE DETAIL ON SHEET 11). 35 EXISTING HOSPITAL SIGN TO BE RELOCATED TO BACK OF SIDEWALK c � - - - � - - - - - _p 4 NOTE: z w FOR PROPOSED EASEMENTS, SEE - - - -- ±I A �- - - - - G- - - SHEET 7 NOTE: - P o 0 Am 36 RECYCLED WATER AIR VACUUM PER WAS WA -02 & W4-03. REUSE EXISTING P.O.C. AT MAIN AND MAINTAIN MINIMUM 1% SLOPE TOWARDS AIR VACUUM. INSTALL 8 AWG TRACER WIRE AND 71E INTO EXISTING TRACER WIRE ON MAINLINE. 37 EXISTING SIGN TO REMAIN. PR07ECT IN PLACE. m 38 EXISTING SIGN TO REMAIN PER CALTRANS. PROTECT IN PLACE. �; I � -- 29 - -- - -- 39 _ - �\ 1>5,.. FOR TRAMC STRIPING AND EXISTING CURB RAMP TO REMAIN PER CALTRANS. PROTECT IN PLACE. - - -- - - -- - - - -gym -- -- - - - - -- . _ -- _--- - - - - -- - -- - �� -- - -- o -- 9n -- TS -- �`R - -- - - - -- - -- -_ -, - - - - - - �oQROFESS /p4q` 401 EXISTING STORM�DRAINRCLEANOUT (PUB) TO REMAIN, PROTECT IN PLACE TRAFFIC SIGN E SHEET 31 - - - -- � T c� 42 EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED SHEET 29 R 38 � � --._ _____ _ -_ __� 43 EXISTING ELECTRICAL BOX AND PEDESTAL TO REMAN, PROTECT IN PLACE 4x� - 175 I =�� p __.� 20 0 20 40 No. C48358 m 44 EXIS7NG SDG &E ELECTRIC VAULT TO REMAIN, PROTECT IN PLACE EXISTING Exp. 6 -30 -2020 45 EXIS71NG FIRE HYDRANT (PUB) TO REMAIN, PROTECT IN PLACE /W� S /� X - -- / -� _ N SCALE IN FEET PLAN: SA NTA FE DRIVE *� . C1V1V �* 46 EXISTING RECYCLED 1" SERVICE LATERAL (PUB) TO REMAIN, GRAPHIC SCALE q� OF CAI- \F PR07ECT IN PLACE SCALE: l`_-20' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY CHECKED BY: JCW JCW /MA JCW /SCK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC STAMPED LS7322 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MEND A V . SANTA FE DRIVE PLAN AND PROFILE FOR: LOCATION: NW CORNER OF CONC. SD INLET ON NORTH PUBLIC WORKSL►* DATE: • T "° SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION SIDE OF SANTA FE OR. WEST OFI-5AT THE NERE-TURN ENGINEER'S NAME DATE PLANNING /'% ,L^ _ JES OWENS EDWARDJ. W ER 354 SANTA FE DRIVE, SCRIPPS HEALTH 3818'G INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C48358 CITY NGI RECORD FROM: R.O.S. 18416 REVIEWER / � 1 �Z 258- 242 -02 ELEVATION: 173.376, STAID48(ENG48) DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR STEVEN C, KETTLER EXP.: 6 -30 -20 DATE DAT PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC SHEET 6 OF 33 IN 36 RECYCLED WATER AIR VACUUM PER WAS WA -02 & W4-03. REUSE EXISTING P.O.C. AT MAIN AND MAINTAIN MINIMUM 1% SLOPE TOWARDS AIR VACUUM. INSTALL 8 AWG TRACER WIRE AND 71E INTO EXISTING TRACER WIRE ON MAINLINE. 37 EXISTING SIGN TO REMAIN. PR07ECT IN PLACE. m 38 EXISTING SIGN TO REMAIN PER CALTRANS. PROTECT IN PLACE. �; I � -- 29 - -- - -- 39 _ - �\ 1>5,.. FOR TRAMC STRIPING AND EXISTING CURB RAMP TO REMAIN PER CALTRANS. PROTECT IN PLACE. - - -- - - -- - - - -gym -- -- - - - - -- . _ -- _--- - - - - -- - -- - �� -- - -- o -- 9n -- TS -- �`R - -- - - - -- - -- -_ -, - - - - - - �oQROFESS /p4q` 401 EXISTING STORM�DRAINRCLEANOUT (PUB) TO REMAIN, PROTECT IN PLACE TRAFFIC SIGN E SHEET 31 - - - -- � T c� 42 EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED SHEET 29 R 38 � � --._ _____ _ -_ __� 43 EXISTING ELECTRICAL BOX AND PEDESTAL TO REMAN, PROTECT IN PLACE 4x� - 175 I =�� p __.� 20 0 20 40 No. C48358 m 44 EXIS7NG SDG &E ELECTRIC VAULT TO REMAIN, PROTECT IN PLACE EXISTING Exp. 6 -30 -2020 45 EXIS71NG FIRE HYDRANT (PUB) TO REMAIN, PROTECT IN PLACE /W� S /� X - -- / -� _ N SCALE IN FEET PLAN: SA NTA FE DRIVE *� . C1V1V �* 46 EXISTING RECYCLED 1" SERVICE LATERAL (PUB) TO REMAIN, GRAPHIC SCALE q� OF CAI- \F PR07ECT IN PLACE SCALE: l`_-20' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY CHECKED BY: JCW JCW /MA JCW /SCK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC STAMPED LS7322 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MEND A V . SANTA FE DRIVE PLAN AND PROFILE FOR: LOCATION: NW CORNER OF CONC. SD INLET ON NORTH PUBLIC WORKSL►* DATE: • T "° SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION SIDE OF SANTA FE OR. WEST OFI-5AT THE NERE-TURN ENGINEER'S NAME DATE PLANNING /'% ,L^ _ JES OWENS EDWARDJ. W ER 354 SANTA FE DRIVE, SCRIPPS HEALTH 3818'G INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C48358 CITY NGI RECORD FROM: R.O.S. 18416 REVIEWER / � 1 �Z 258- 242 -02 ELEVATION: 173.376, STAID48(ENG48) DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR STEVEN C, KETTLER EXP.: 6 -30 -20 DATE DAT PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC SHEET 6 OF 33 IN fQ 12 II T j ri a -- — L`_ to 8 _mil PM�4216`11 I I I I I I I I I I I I I I I I I I I I - -- Apj\I. L58- 242 —Q2 l'^. yy� I I � 4 I I I I I I I I I I I I I 9 69 p 1� nf _ _ O// o15 -- ---- - - - - -/ _ _tl �Y -- -p —jpg a f" o= / I MEW CAUTION I - - - - - O� U7ILITY CROSSING I I I p_ EXTREME CAUTION I 7 �\ I 10 SEE SHEET 5 ° ° ° °` °` °° °° o UTILITY CROSSING PRIVATE DRIVEWAY EXTFEwIE CAUTION I — — — — — — — — — — — — co — — SEE SHEET �< W SEE SHEET 5 T I 19 3 s > _ 48 — O.S•�� —� -- 21 — 6 r — - - -- - - - -- — —__ --- -- --- --- - - - -t0 - - -- 18 I. I 14 6 '° — . 5 - • 5 13 n— 2V / 15 "� _ y s 53 ❑ o ❑0 17� / 5 o- ° OF I c n —I D �. � I �I PARCEL 1 1 i �. — — — PM 836 APN 258 - 242 -02 �1 �GA ��0 :PIT�AL �� I I 10 1 i� SCRIPPS �M4R L. N S CONSTRUCTION NOTES: PLAN VIEW O1 RELOCATE EXISTING FIRE HYDRANT PER WAS. DWG NO. WF-01. 23 PROPOSED 12" PVC (PVT) STORM DRAIN ® AN EASEMENT FOR THE PURPOSE SHOt1TV BELOW AND SCALE: 1 ° =20' INSTALL FLANGE ELEVATION FOR FIRE HYDRANT 6" if" ABOVE 4 PROPOSED f0" PVC PVT STORM DRAIN RIGHTS INCIDENTAL THERETO AS SET FORTH IN A 3' -0" TOP OF SPLASH PAD. ADD17IONAL EASEMENT TO BE GRANTED TO ® (PVT) DOCUMENT: SDWD ® PROPOSED 6" PVC (PVT) STORM DRAIN 1' -6' 2 INSTALL 2" COPPER IRRIGATION SERVICE PER W°A.S DWG N0. 6 PROPOSED 18 PVC PVT STORM DRAIN t °_ ®- t2'THW. CONCRETE PER DETAIL HEREON GRANTED T0: SAN DIEGUITO WATER DISTRICT ADJUSTABLE PIPE SUPPORT WS -02, WC -17 & WS -03 AND 1 " METER. ® " (PVT) PURPOSE: WATER PIPELINES, INGRESS AND PRESSURE RELIEF VALVE INSTALL BACKFLOW PREVEN7ER PER WR -01. ©7 EXISTING 24" RCP STORM DRAIN (PUB) TO REMAIN, EGRESS 3 EXIS71NG 8" PVC WATER PER DWG NO. CG -3229 TO REMAIN, PR07ECT IN PLACE 4 "FLANGED N PLAIN EN SEE NOTES O RECORDED: MARCH 9, 1988 AS FILE N0. _ _ DUCTILE IRON PIPE PR07ECT IN PLACE " A Y 1 — — , ® EXISTING 30 RCP STORM DRAIN (PUB) TO REMAIN, 88- 108517 OF OFFICIAL RECORDS a ® NOT USED PROTECT IN PLACE - -- AFFECTS PARCEL 5 N i 1� 6'x4° GALVANIZED — ® PROPOSED 20° SEWER EASEMENT GRANTED TO CITY OF 29 EXISTING STORM DRAIN PIPE (PUB) TO REMAIN, I STEEL REDUCER ENCINITAS PER DOCUMENT PROTECT IN PLACE o I I • • 53 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND I © PROPOSED WATER EASEMENT GRANTED TO SAN DIEGUITO RIGHTS INCIDENTAL THERETO AS SET FORTH IN A ' I I • ® t 2° X 0 92 WIRE CLOTH 0 4°FLANGED DUCTILE WATER DISTRICT PER DOCUMENT # DOCUMENT I I ' I I IRON PIPE O7 PROPOSED PUBLIC PEDESTRIAN ACCESS, DRAINAGE, AND GENERAL UTILITY EASEMENT GRANTED TO CITY OF ENCINITAS GRANTED T0: SAN DIEGUITO WATER DISTRICT I I CATCH BASIN W/ GRATE 1127 PER DOCUMENT # 12" PVC PIPE — — — — ' TYPE G-1 PER SDRSD D -8 PURPOSE: FOR A PIPE LINE OR PIPE LINES D -13 & D -15 ® INSTALL THRUST BLOCK FOR FIRE HYDRANT PER WAS DWG � NO WT-01. SIZE OF BEARING AREA IS 13.2 SF WITH THE RIGHT OF INGRESS THERETO 9 NOT USED AND EGRESS THERE FROM O RECORDED: MAY 2 1991 AS FILE NO. 1991 - 202549, PLAN VIEW 6 x 6 X 10GA WWM 10 EXISTING WATER ME7ER /SERVICE TO BE ABANDONED OFFICIAL RECORDS i _ 2 LAYERS 10 MIL 11 RELOCATED PRESSURE RELIEF VALVE W17H CONCRETE SPLASH PAD, NOTE RESTRICTIONS ON THE USE BY THE OWNER OF LINE SADDLE LAMP 8% MIN , : POLYETHYLENE WRAP (SEE DETAILS ON THIS SHEET ). MATERIAL TO BE REUSED PER WITH PLASTIC STRIP COVER PIPE THREADS INSPECTION AND DIREC71ON OF SDWD INSPECTOR. SAID LAND, OF THE EASEMENT AREA AS PROVIDED IN (1/4' MIN. THICKNESS) 12 RELOCATED RECYCLED WATER AIR VACUUM, SEE SHEET 6. THE DOCUMENT REFERRED TO ABOVE 12° PVC OUTFLOW PIPE 13 EXIS71NG FIRE HYDRANT (PUB) TO REMAIN, PROTECT IN PLACE 69 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS TTOORBBA N INLET EXISTING > 14 EXIS71NG SEWER MANHOLE (PUB) TO REMAIN, PR07ECT IN PLACE INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. ; ° 4` DUCTILE IRON 15 EXIS1)NG 8" SEWER PUB TO REMAIN, PROTECT IN PLACE. ITT /GRINNEL FIG. 264 THRUST BLOCK SUPPORT PIPE: LENGTH To FIT TYTONX FL 90' ANGLE O (PUB) ADJUSTABLE PIPE 4 DIA. DUCTILE IRON PIPE 16 EXISTING FIRE HYDRANT (PUB) TO REMAIN, PROTECT IN PLACE GRANTED T0: PACIFIC BELL, A CALIFORNIA CORPORATION SADDLE SUPPORT O PURPOSE: PUBLIC UTILITIES, INGRESS, EGRESS OR APPROVED EQUAL 17 EXIS71NG RECYCLED 1" SERVICE LATERAL (PUB) TO REMAIN, SECTION A -A PROTECT IN PLACE RECORDED: JULY 21, 1989 AS INSTRUMENT NO. 89- 386589 3/4° DIA HOLES (8 TOTAL) 18 EXISTING SOG &E ELECTRIC VAULT TO REMAIN, PROTECT IN PLACE OF OFFICIAL RECORDS BASE GAty. STEEL 5 I DIA. HILT] TYPE D S.S. AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID BASE PLATE WWIK BOLT II. NUTS AND 19 EXISTING WATER (PUB) TO REMAIN, PROTECT IN PLACE LAND AND IS MORE FULLY DESCRIBED IN SAID WASHERS NOTES: PRESSURE RELIEF VALVE ©0 PROPOSED 24" RCP (PVT) STORM DRAIN DOCUMENT. CONCRETE SLAB 1° THICK DRY PACK 1. PILOT CONTROL SYSTEM SHALL BE BRONZE WITH STAINLESS STEEL TRIM, THE PRESSURE 21 PROPOSED 18" PVC PVT STORM DRAIN RELIEF PILOT CONTROL SHALL IN ADDITION TO ACTING AS A STANDARD OVER PRESSURE O (PVT) RELIEF VALVE SHALL SENSE PRESSURE DOWN SURGE AND SHALL OPEN TO DIVERT RETURNING ® PROPOSED 12" PVC (PVT) STORM DRAIN HIGH PRESSURE SURGES TO ATMOSPHERIC DISCHARGE. THE VALVE SHALL THEN < CLOSE SLOWLY TO PREVENT FURTHER PRESSURE SURGES. THE VALVE SETTING SHALL BE 1O ADJUSTABLE WITH A SPRING SET SCREW OVER A 20 -200 PSI RANGE. 2. THE PRESSURE RELIEF VALVE SHALL BE CLA -VALVE NO. 50-01 AS MANUFACTURED BY f , ;�� .�•� ", -`_ CLA -VALVE COMPANY AND SHALL CARRY A 3 YEAR MANUFACTURERS WARRANTY. < .. e�oFESSIn,. ADJUSTABLE PIPE SUPPORT y 20 0 20 40 No. 0-20 ,' NO SCALE SPLASH PAD DETAIL * Exp. 6 -30 -2020 SCALE IN FEET NO SCALE ��q� cnL�E`P N01E: THIS DETAIL IS FROM THE ORIGINAL CONSTRUC71ON DRAWING OF THIS OF GRAPHIC SCALE FACILITY, CITY OF ENCINITAS DRAWING 0022 -DI. THE DETAIL IS PROVIDED FOR REFERENCE TO AIDE IN THE RELOCATION OF THE FACILITY ONLY. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. J J W /MA J DESCRIPTION: 2.5' BRASS DISC STAMPED LS7322 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMEND'-D: A OV D: PUBLIC UTILITY PLAN (PUBLIC WATER) FOR: LOCATION: NW CORNER OF CONC. SO INLET ON NORTH PUBLIC WORKS DATE: 4 C_, SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION �± SIDE OF SANTA FE DR. WEST OFT -5 AT THE NE RETURN ENGINEERS NAME DATE PLANNING JE EOWENS :� EDWARD J. W ER 354 SANTA FE DRIVE, SCRIPPS HEALTH 13818 -G INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C48358 CITY NGIN RECORD FROM: R.O.S. 18416 REVIEWER �' 25$'242 - 02 ELEVATION: 173.376, STAID48(ENC•48) DATUM: NAVD88 CITY ENGINEER DATE STEVEN C. KETTLER EXP.: 6 -30 -20 " /1 t 1 INSPECTOR DATE DATE PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /ETA, etc., 17- 164SUBC SHEET 7 OF 33 T` LEGEND _ CURB DATA 20 0 20 40 - i�� ___ a� h. HEAVY DUTY A.C. PAVING (71 -6.5) 4" A.C. SCALE IN FEET _ PAVING /8" AGGREGATE BASE UNDERLAYMENT.• SCARIFY UPPER 12" OF SUBGRADE & - c ❑ DRY DENSITY. SECTION TO GRAPHIC SCALE (�g0� - j` �- 0 BE TO 959 O / BE VERIFIED BY SO /LS ENGINEER. o LIGHT DUTY A.C. PAVING (77 -5) 3.5" A.C. O PAVING 16 AGGREGATE BASE UNDERLAYMENL / - - T l �- SCARIFY UPPER 12" OF SUBGRADE & / 7 O / a RECOMPACT TO 959 DRY DENSITY SECTION TO 7 O ' : a� s y ' i BE VERIFIED BY SOILS ENGINEER. / 2 7 11 - CONCRETE VEHICLE AREAS ON PRIVATE J 10 � T PROPERTY SHALL BE 6 PCC OVER 4 'C AGGREGATE BASE. WALKWAYS SHALL ® BE 4 "G 5 / . - - ' \ 3 42 PCC REINFORCED WITH 6X6, W2.9 X W2.9 ° n n - WWF OR N0. 4 BARS SPACED AT 18 " D.C. = / � � a 3 n n - >n 3 SECTION TO BE VERIFIED BY SOILS �� / a is a u ' 3 21' a 1 6 PKRG STALLS " ENGINEER. C31 L41 ENHANCED PAVING. SEE LANDSCAPE PLANS % // a °a ° ./ FOR MOTORCYCLES = o a FOR DETAILS. WALKWAYS SHALL BE 4" PCC '/ /� / / / _ �/"� "I�a -'a ° ��- ^'�'' 2 ��' " REINFORCED WITH 6X6, W2.9 X W2.9 WWF i / dip" SEE SHEET 6 FOR WORK IN ) , I 1 I SANTA FE DRIVE OR N0. 4 BARS SPACED AT 18" O.C. °a a ' 17 0 SEC71ON TO BE VERIFIED BY SOILS - i I ENGINEER. I I I I - - -- � ° 1 " _ / °a I n FIRE LANE CURB PAINTING PER CURB DATA L2 - -- T °r > - -I - I _ I _ _I I _ I _ I TABLE I I I - - - i _ I _ I _ - - _ - o I I I �I < / e� I 22 o I I I I I I I 0 a j L21 2 15 1 I Q " b s / p 2 7 1 2 2 9 8' 9' 9° 5' 9' 9' 5' 9' 32 75A PKRG I _ 22 21 ) 2 2 • �n 21 20 (T)P 107 - - / ® - ' __ 11I II -I� I 1 =1 � 1 =� I Lib a <* .. L15 ° � 12 6 ® 9 9 4 9 ro g 2 9PKR SToAL 9 2 � ® / � 2 -I I i -I I 111 =III -I 11 =I I 11 I- _ 2 1--- LLL,LLL M. :JJJ -t u_ Lu_ � L31 u �-u -ioa �° ° Cil "•• o•. j ja // C21 L18 2 30 29 L13 it ON / u 7 1158' L17 2 6 26 26 rn `` Q 3 ® 1 L14 1 t 1 / O 25 OPENING o " "o °•o C41 00 3 i O/ //a L19 1 I `' �� ° e - zs PRIVATE DRIVEWAY 3 ® � all F31 1 I II 3 47 ` ° °a ° (TYP) 27 ry 2 ® © 30 L49 m Ful d 24 O � / - -- 8 6 4 I C1=l �, - ; 9. - C8 C51 5 4 _ 2 ° L3 C3 h all I =1 � 1 =1 i 1 =1 � 1 =1 I I -_ � 1 =1 I I -III- n ®° -„ ®„ ®n ®n - n 30 ° ° L2 2s a/_ i- I -I I I =I I19 4 /1 III =1 I -_ .� 6 5 =I 11 -I I I I I � I 3° 59 57 3^ 5 5 C4 17 s" ° ,; 4 5 4 L4 / i* 4 L61 7 5 I _ 4 C5 ° 10� " > OCT 7 -u -u ° c o ❑o ° � ❑ ° u El ® ° °= 6 12 A Llt " I ° Ll IT b CURB DATA CURVE PRIVATE NO. DELTA 1RADIUSILENG7141 I LENGTH REMARKS Cl NOT USED C2* 43734" 100.00' 8.07' 6" TYPE "G" CONC. C & G C3* 571'34" 130.00' 11.78' " C4* 4575'11" 30.00' 23.69'1 6" CONC CURB C5 1229'50" 26.00' 5.67' On CONC CURB C6 187159" 26.00' 8.26' " C7 287654" 26.00' 12.83' 0" TO 6" CURB 7RANS17ION C8* 462853" 30.00' 24.34' 6" CONC CURB C9* 2875'19" 30.00' 14.79' 6" TYPE "G" CONE C & G C10 NOT USED Cl l * 4 37 34" 154.00' 12.43' 6" TYPE "G" CONC. C & G C12* 573'22" 300.00' 2735' " C13* 242424" 20.00' 8.52' 6" CONE CURB C14* 1956'18" 100.00' 34.80' " C15 85 30'06" 2.00' 2.98' " C16 8530'06" 2.00' 298' " C17* 1632'28" 100.00' 28.87' " C18* 210222" 20.00' 7.34' " C19* 900638" 5.00' 7.86' 1 6" TYPE "G" CONC. C & G C20* 8933'22" 5.00' 7.84' " C21 * 2875'19" 55.00' 27.12' " C22* 9000'00" 39.00' 61.26' " C23 9000'00" 300' 4.71' " C24* 9000'00" 15.00' 2356' " C25 90'00'00" 2.00' 314' 6" CONC CURB C26 9000'00" 2.00' 3.14' " C27 90'00'00" 2.00'1 314' " CURB DATA CURVE PRIVATE CONT. NO. DELTA RADIUS I LENGTH REMARKS C28 9000'00" 2.00' 3.14' 6" CONC CURB C29 9021'56" 27.00j 42.58' 6" TYPE "G" CONIC. C It G C30 9000'00" 2.00' 314' 6" CONC CURB C31 90'00'00" 2.00' 3.14' " 02 1 90'00'00" 3.00' 4.71' 6" TYPE "G" CONC C & G C33 18000'00" 3.00' 9.42' 6" CONC. CURB C34* 437'34" 130.00' 10.50' " C35* 571'34" 100.00' 9.06' " C36* 35949" 100.00' 6.98' " C37* 18000'00° 250' 7.85' " C38* 571'34" 106.00' 9.61' " C39* 437'34" 124.00' 10.01' " C40* 1517341" 3.00' 7.92' " C41* 2370'23" 84.00' 33.97' " C42 9535'55" 200' 3.34' " C43 90V0'00" 2.00' 3.14' " C44 13404449" 2.00' 4.70' " C45 9000'00" 2.00' 314' " C46 90'00'00" 2.00' 314' " C47 4575'11" 7.00' 5.53' " C48 18000'00" 200' 6.28' " C49 18000'00" 2.00' 6.28' " C50 90 00'00" 2.00' 3.14' " C51 1344449" 2.00' 4.70' " C52 4575'11" 1 7.00' 553' " C53 95' '55" 1 2.00' 1 334' " C54* 2370'23" 84.00' 3397' " CURB DATA CURVE PRIVATE CONT. NO. DELTA RADIUS LENGTH REMARKS C55* 15173'410 3.00' 792' 6" CONC. CURB C56 90'00'00" 2.00' 3.14' " C57 32 4521 " 26.00' 14.86' 6" TO On CURB 7RANS17ION 0-8 90.00'00" 200' 314' 6" CONC CURB Ej CURB DATA LINE PRIVATE CONT. NO. BEARING LENGTH REMARKS L I * N00 29'37 "E 21.54' 6" TYPE "G" CONC. C & G L2* N0407'57 "W 90.39' " L3* N010336 "E 88.08' " L4 N4471'35 "W 24.53' 6" CONC. CURB L5 N0103'36 "E 14.37 On CONC. CURB L6 N01 03'36 "E 9.02' 6" CONC. CURB L7 N0103'36 "E 9.29' " L8 N0103'36 "E 11.61' On CONC. CURB L9 N47'3229 "E 22.84' 6" CONIC. CURB L10* N010336 "E 144.98' 6" TYPE "G" CONC C & G Lll * N277143 "W 13.05' 1 " L12* N002937 0E 21.55' " L13* N04`07 7"W 17702' " L14* N0105'25 7E 19.08' " L15 N885624 "W 3.64' 6" CONC. CURB Lib N88'5624 "W 3.64' " L17* N010336 "€ 102.41' 6" TYPE "G" CONC. C & G L18* N0103'36 "E 1765' " L19* N2771'43 "W 42.93' " L20* I N884946 "W 5.01' " 33 ` CONSTRUCTION NOTES - - - - PLAN VIEW SCRIPPS MEMORIAL HOSPITAL 1`--20' O INSTALL 6" TYPE G CURB AND GUTTER 19 INSTALL BIO- BASIN, FOR DETAIL SEE SHEET 11 SCALE: ® INSTALL RSD CURB O. G-02 SDRSD DWG N0. G -01 INSTALL DISABLED PARKING STALLS PER DWG NO. M -27A Li CURB DATA LINE PRIVATE: NO. BEARING LENGTH REMARKS L21* N017014 "E 21.65' 6" TYPE "G" CONC. C & 0` L22 N88 4946 "W 14.88' " L23 N0170'14 "E 20.47' " L24* N8849'46"W 4.94 " L25* N0108'04 "E 96.51' " L26* N0108'04 'E 32.96' 6" CONIC. CURB L27* N01'00'46 "E 39.44' " L28 N88 59'14 "W 16.00' 6" TO On CURB YRANS17ION L29 N0100'46 "E 63.00' On CONC. CURB L30 N0100'46 0E 45.00' 6" CONC CURB L31 N88 59'14 "W 16.00' " L32 N0100'46 "E 750' " L33 N8859'14 "W 5.00' " L34 N0100'46 "E 17.50' " L35 N8859'14 "W 5.00' " L36* N0100'46 "E 32.56' " L37 NO100'39 "E 33.68' 6" TYPE "G" CONC. C & G L38 N8859'21W 5.00' 6" CONC. CURB L39 N01 *00'39"E 21.00' " L40 N8859'21 "W 5.00' " L41 N0100'39 0E 3.24' 6" TYPE "G" CONIC C & G L42 N8859'21 "W 14.98' " L@j N0100'39 "E 1 4.83' " Lj CURB DATA LINE PRIVATE CONT. NO. BEARING LENGTH REMARKS L44* N0029377E 14.83' 6" CONC. CURB L45* N0407'57 "W 90.39' " L46* N010336 "E 80.93' " L47* N0256'13 "W 10.86' " L48* N01 03'36 "E 98.73' " L49* N0407'57 "W 90.39' " L50* N0029'37 0E 14.81' " L51 N88'5624 "W 11.61' " L52* N0103'36 "E 30.99' " L53* N0103'36 0E 27.92' " L54 N885624 "W 2.00' " L55 N010336 "E 23.85' " L56 N0103'36 0E 15.00' " L57 N88'5624 "W 4.00' " L58 N01.03'36 "E 15.00' " L59 I N88 56 24" 4.00' " L60 N01 *03'36"E 15.00' " L61 N01 03'36 "E 15.00' " L62 N885624 "W 2.00' " L63* N010336 7E 2792' " 164 N4678'48 "E L 0.73' 1 " L65 N01 0336 "E 1 23.85' " L66 1 N885624 "W 11.61' " CURB DATA LINE PRIVATE CONT. NO. DELTA/BRNG LENGTH REMARKS L67* N0103'36 "E 30.99' 6" CONC. CURB L68 N88'5624 "W 7.57' On TO 6" CURB 7RANS177ON L69 N885624 "W 756' " L70 N88.5624 "W 6.17' " L71 N885624 "W 6.17' " L72 N0103'36'E 13.80' On CONC. CURB ® INSTALL 6" MEDIAN CURB PER SDRSD 21 INSTALL 5' WDE (MIN) ACCESS AISLE FOR A ® DWG NO. INSTALL G -06 On CURB ©2 REGULAR ACCESSIBLE PARKING STALL INSTALL 8' WIDE ACCESS AISLE FOR A VAN ® INSTALL CURB TRANSITION ©3 EXS71NGB DOUBLE KIYELLOW LINE (DETAIL 21) TO o INSTALL TRUNCATED DOMES PER SDRSD ® SANDBLAST /RE -PAINT EXIS71NG STOP LEGEND DWG NO. G- 12 o INSTALL 4' CONCRETE WALKWAY Q7 CONS7RUCT 12 CURB OPENING ® SANDBLAST/RE -PAINT EXISTING LIMIT LINE ® NOT USED © INSTALL PAINTED DIAGONAL CROSSHATCH CHANGE NO. 9O INSTALL CONCRETE WHEEL STOP DATE MARKINGS PER CA MUTCD SEC77ON 3B.24 * FIRE LANE CURB TO BE PAINTED RED. STENCIL "NO PARKING FIRE LANE" IN 4" HIGH LETTERS 10 INSTALL 3' CONCRETE RIBBON GUT7ER 27 INSTALL TYPE V ARROW PER CALTRANS EVERY 30 FEET. CHECKED BY: ENGINEERING DIVISION APPROVALS RECOMMENDED: AP OV N ��" JES OWENS EDWARD J. W ER CITY NGINE pp� DAT �2 2o( CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT HORIZONTAL CONTROL AND PAVING PLAN FOR: SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 354 SANTA FE DRIVE SCRIPPS HEALTH � 258 - 242 -02 PLANNING CASE NO: 06 -066 TPM/TM /CDP /DR /MUP /MIN /ETA, etc., 17- 164SUBC PAVEMENT MARKINGS ARROWS. SEE STANDARD J w JCWiMA J wiscK PLANS PREPARED UNDER SUPERVISION OF DATE: �$ ! i I G R.C.E. NO.: C48358 STEVEN C. KETTLER EXP.: 6 -30 -20 11 INSTALL 2' CONCRETE STRIP PLANS A24A NOTE' 12 o INSTALL 4' CONCRETE WALKWAY ® INSTALL PAVEMENT STRIPING PER CALTRANS SEE SHEET 31 FOR ADD177ONAL INTO SCRIPPS MEMORIAL HOSPITAL STRIPING DETAILS. SEE STANDARD PLANS A20A 7RAFFIC STRIPING RECORD FROM: R.O.S. 18416 ELEVATION: 173.376, STA1048(ENC -48) DATUM: NAVD88 13 INSTALL 3' CONCRETE MID -BLOCK CROSS THRU A20D GUTTER PER SDRSD DWG NO G -13 29 PAINT STOP LEGEND /ONq� 14 INSTALL CONCRETE STAIR (3 STEPS, 4" RISE 30 PAINT LIMIT LINE 1;) CSS AND 12" TREAD) PER SDRSD M -24 & M26 31 0 CONCRETE PAD PER SDG &E REQUIREMENTS kFpT mac, 15 REMOVE EXISTING CROSSWALK AND REPLACE ye ��Fl� C y WITH CONTINENTAL STYLE MARKINGS 32 STRIPING PER TRANSPORTATION PLANS No. C48358 `?�� Exp. 6 -30 -2020 m �, i 6 PER CALTRANS A24F CURB TO BE REPAIRED AS NEEDED 33 INSTALL 4X7 RECESSED ENTRANCE MAT. * * 17 4X6 INSTALL X4" CONCRETE PAD FOR MODEL G6- 5 18"- SSADP -HL BY CONSTRUCTION s� CIVI\- qTf FIRE HYDRANT PER WAS DWG NO. WF -04 SPECIAL7IES. MAT TO BE PROVIDED BY OWNER. OF CAI. \F 18 NOT USED CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 LOCATION: NW CORNER OF CONC. SD INLET ON NORTH SIDE OF SANTA FE DR WEST OF I -5 AT THE NE RETURN AS -BUILT APPROVALS PUBLIC WORKS ENGINEER'S NAME DATE PLANNING REVIEWER CITY ENGINEER DATE INSPECTOR INT. DATE DESIGNED BY: DRAWN BY CHECKED BY: ENGINEERING DIVISION APPROVALS RECOMMENDED: AP OV N ��" JES OWENS EDWARD J. W ER CITY NGINE pp� DAT �2 2o( CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT HORIZONTAL CONTROL AND PAVING PLAN FOR: SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 354 SANTA FE DRIVE SCRIPPS HEALTH � 258 - 242 -02 PLANNING CASE NO: 06 -066 TPM/TM /CDP /DR /MUP /MIN /ETA, etc., 17- 164SUBC DRAWING NO. 13818-G J w JCWiMA J wiscK PLANS PREPARED UNDER SUPERVISION OF DATE: �$ ! i I G R.C.E. NO.: C48358 STEVEN C. KETTLER EXP.: 6 -30 -20 INTO SCRIPPS MEMORIAL HOSPITAL RECORD FROM: R.O.S. 18416 ELEVATION: 173.376, STA1048(ENC -48) DATUM: NAVD88 SHEET 8 OF 33 s, LEGEND - - , 50'MIN. TRAVELED WAY / i / �� / �� ° PErsMiT cur PM, bpi_ PROPOSED IMPROVEMENTS SYMBOL / / ' /�� tmsD_ r�rE _s_Prn; DESCRIPTION '� / ; - / % �� ASAUELT PILANS FOR ROADWAY — /- / / i - GEOMETRIC AND ABOVE 15ROUND FEATURES — e ° �° /— n STATE REPRESENTATIVE DATE DATE MIN. 12 STABILIZED CONSTRUCTON ENTRANCE 0 ° ° o o / P y ° PROFIL SFEET _ SHEETS °o ° 3 " -6" COARSE AGGREGATE if - / TEMPORARY SILT FENCE O O O EXISTING GROUND 90� PUBLIC TRAVELED WAY 1 / !; TEMPORARY FIBER FOLL PLAN 8 8� �.. / ,; / 6 / moo i TEMPORARY INLET PROTECTION t� (/ 14VIN. $o� �° ° �O / / s / r- _ - _ _ rpo 08 I 1 TEMPORARY GRAVEL BAGS ° K. - -� — PROVIDE APPROPRIATE TRANSITION � � / / - / / � _ � � ->" 1 �- � / / % BETWEEN STABILIZED CONSTRUCTION � _ _ BONDED FIBER MATRIX ` � � ENTRANCE AND PUBLIC TRAVELED WAY � � , _ _ - PROJECT - ° �rr \� � � I I i I �►) STABLR® ENTRANCE NOT TO SCALE CONCRETE WASTE STORAGE (CW) SOLID WASTE STORAGE (SW) H S /�� / �� / /' / - ° o ° °� ° p 4 SANITARY SEWER WASTE STORAGE (SSW) MS MATERIAL STORAGE (MS) I - �I� SSW MS H HAZARDOUS WASTE (SSW) CW 2 2 i X1 X2 STAKED \ _ _ / / % % - I �, J ° /, --� I I I I AT 4 ON CENTER I IS11NG ,C 4�M 12 L 6h 2 — 11 11 2 FIBER ROLL � J I 1 2 4 4 ( 8 DIAMETER ) 2 _Al�i G II - � / /�� ' -- i PRIVATE DRIVEWAY FEER ROLL DETAL - NTS _ - r hss�_ / 5j 2 1 4 ° 2 1 I EXISTING /�� ,R /n 4 i✓ �r� C 'J , BOUNDARY SCRIPPS MEMORIAL HOSPITAL j PARCEL 1 - -� i /�� i r� —V ��- - -' - %�, _ - - /�/ / y v ��L PM 836 ,, / _ _ - PLAN / BACK OF SIDEWALK A SCALE: 1`4F OPENING AT INLET v µ '` I GRAVEL FILLED SANDBAGS CATCH BASIN ✓� \ — ARE STACKED 7IGHILY 77 —_ �' _`, J 1 I� �, CURB INLE BACK OF CURB & A / °� � _ ! 4� /i �- - EMBED FIRST ROW EMBED FIRST ROW 1 OF GRAVEL BAGS OF GRAVEL BAGS HALF DEPTH HALF DEPTH BAG EMBEDDING DETAIL fy �% 'mob ✓� I / �� ' o o I� GRAVEL BAG DETAILS NOT TO SCALE pC� �� - -- � F / r / � ". §� �� LV �t /- I � � � � a � -', I PLAN VIEW �� 0�� A PONDING HEIGHT CURB INLET o 0 0Q 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO SPILLWA SIDEWALK o o �� 2 BAGS HIGH 4 BY 4 IN (10 BY 10 CM) THE POSTS. <"� ®LOW POINT �� o00o TRENCH UPSLOPE FROM AND z � ALONG THE LINE OF POSTS. ( CATCH 0 10' MAX. a 1 / BASIN SECTION A - A NOTES: GRA I/EL GRAVEL 3 Bacs HIGH -4 --\ 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET BAGGING ON BAGGING ON TYPICAL INLET DETAIL /i 1 1 EXISTING PARKING STRUCTURE � I y - SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO n II I (, SEPARATE FROM RUNOFF. PARKING LOT eIORETENTI ®N 2. SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE SWALE '- _ � _ TIC FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. ( / -I -- 4 IN (10 CM) �II// - -- 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY L FOR OVERFLOW. GRAVEL BAGS OVERLAP FABRIC TO THE ATTACH THE FILTER FA W 4. BACKFILL AND COMPACT THE IRE 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. ONTO CURB J. A FENCE AND EXTEND A INTO THE TRENCH. EXCAVATED SOIL. OONSTFVJCTM NOTES SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY O1 INSTALL INLET PROTECTION (SEE DETAIL THIS SHEET) IMMEDIATELY. ® INSTALL FIBER ROLL (SEE DETAIL THIS SHEET) GRAVEL BAG IrLEP PROTE�ITION I I ( t FILTER FABRIC 'lI WIRE NTS I_I I O3 INSTALL CONSTRUCTION STABILIZATION ENTRANCE /EXIT SEE DETAIL THIS SHEET. ® II = III = 111=1 -J11� 111- -III- I I H I I� I I� 111 =1 ll CONTRACTOR TO DETERMINE EXACT LOCATION. QR 1- III =111.- OFESS /pv O4 INSTALL SILT FENCE (SEE DETAIL THIS SHEET) kFpT�FC �� 3 FT (0.9 M) MIN. !�5 INSTALL VELOCITY CHECK DAM (SEE GRAVEL BAG DETAIL THIS SHEET) 40 0 40 80 c; No. C48358 m RUNOFF -I1 =III —" 6 INSTALL BONDED FIBER MATRIX. z Exp. 6 -30 -2020 a SCALE IN FEET GAP BETWEEN BAGS �'� FENCE �9l CIVIC �Q ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS PREFABRICATED SILTFENCE MAYBE GRAPHIC SCALE FOF CAfXE GRAVEL BAGS WITH ENDS OVERLAPPED USED IN LIEU OF IN PLACE NTS CONSTRUCTION. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: JCW JCW /MA J W /SCK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MENDED: AP OV D: EROSION CONTROL PLAN FOR: LOCATION: NW CORNER OF CONC. SD INLET ON NORTH PUBLIC WORKS DATE: SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION INTOS IPPSMEDR WESTOFI -5 ATTHENERETURN ENGINEER'S NAME DATE PLANNING j/ - JE OWEN EDWARD J. VV ER 354 SANTA FE DRIVE SCRIPPS HEALTH 13818 -G INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C48358 9 RECORD FROM: R.O.S. 18416 REVIEWER U CITY NGIN 258- 242 -02 ELEVATION: 173.376, STA1048(ENC -48) DATUM: NAV588 CITY ENGINEER DATE STEVEN C. KETTLER EXP.: 6 -30 -20 /f // « INSPECTOR DATE ! DATE If PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC SHEET 9 OF 33 1p 5 �'/ '°p❑ / / / — PROJECT BOUNDARY �s / y ❑ y / l � o / ri L -I' r / / 12 0 ( 1 I I I I I I 1 1 r� I I - _I U1 / � I r" 1010 10 1 -- — — - -� — —_� FISTING 00��i L_ All I - '— — — 14 14 2 11 111 16 2 PROJECT �� 0 � /� // — — — — — — - -- — - - - --j 6, BOUNDARY —a� - /' MITI- ---MFi Tl t=_M =m rr r—� T — __� n — r / a —III III =III III III III III I I— III —III III III III �— 18 pig I =1 I I ICI 1= I 1-111 11 1 I 1 17 a __ -- --- ---- -- - 5 ** u I * 18 Y3 * \ 18 * * * - -* * 11- * 11- 12 1 I I I 22 22 - -- - - -- -- - - - -- / 10 10 10 2 _ 11 e al y 8 r°I Irt =117 =I IT-I 1T=1 I1-I 1T=1 Il i I I 8 n va N u u' —_ u --_ u 21 I e 9� 2 + � / .�—f l l r =! 11- 111111 -III III — III= 111=J� 4 ** 7 ° 2 0 i — \ 4 L U0 \ / _ -- 4 CIO ° °e °e �r 0 2 4 - u n u n n —n —a —n �o Y —u —u I *22 * *2 i - n— n— n ` n n— n. ° PARCEL 4 - T PARCEL 1 — — I � / APN 258-240-97 SCRIPPS MEMORIAL HOSPITAL \ II - - - -- 0 1 PLAN VIEW HOSPITAL SIGNS HOSPITAL SIGNS (CONT) HOSPITAL SIGNS (CONT.) SCALE. 1"--20' NOTE. EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED SEE SHEET 31 FOR SIGNAGE AND STRIPING WITHIN THE PUBLIC RIGHT -OF -WAY 01 EE WAYFINDING SIGN 11 11 VOLUNTEER PARKING SIGN 21 MOM /BABY PICK -UP SIGN at If u CIE O ❑STOP SIGN (RI-1) 12 12 CHAPLAIN PARKING SIGN ©2 22 HANDICAP PARKING SIGN PER SDRSD M -28A O3 HOSPITAL MAP SIGN 13 CHIEF EXECUTIVE PARKING SIGN ©3 23 SPEED LIMIT SIGN ® PUBLIC PARKING SIGN 14 COMPACT CAR PARKING SIGN 24 LANE ENDS SIGN O5 SHUTTLE SIGN 15 PET AREA SIGN ©5 HANDICAP REGULA77ON SIGN Q gOF SS /Q Y9 © ENTRANCE /PUBLIC PARKING SIGN 16 PARKING /LEFT TURN SIGN � O PATIENT DROP ONLY SIGN 17 OUTPA7IENT PARKING SIGN NOTE H w No. C48358 _ z m 20 0 20 40 6� Exp. 6-30-2020 a ® HELD SIGN (R10 -15) 18 18 PA7IENT /VISITOR ONLY PARKING SIGN _ * SIGN TO BE REMOVED OR RELOCATED AS INDICATED * r CIVIC �* O9 EXIT SIGN 19 RIGHT TURN ONLY SIGN ** SIGN TO REMAIN SCALE IN FEET OF CAI IE 10 10 PHYSICIAN PARKING SIGN 20 KEEP RIGHT SIGN GRAPHIC SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Juvv I JCW/MA I JCW SCK DESCRIPTION: 2.5" BRASS DISC STAMPED LS7322 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: AP O\/ D- SIGN PLAN FOR: LOCATION: NW CORNER OF CONC. SD INLET ON NORTH PUBLIC WORKS DATE: 0-7-11 ` SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 1381 8-G SIDE OF SANTA FE DR, WEST OF 1-5 AT THE NE RETURN ENGINEER'S NAME DATE PLANNING JES OWENS EDWARD J. MER 354 SANTA FE DRIVE, SCRIPPS HEALTH 1 INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C48358 RECORD FROM: R.O.S. 18416 REVIEWER � CITY NGIN F� / / / /'/k— l '(1a� 258 - 242 -02 ELEVATION: 173.376, STA1048(ENC -48) DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR STEVEN C. KETTLER EXP.: 6 -30 -20 DATA DAT PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC SHEET10 OF 33 0 BIOFILTRATION NOTES 1. BIORETENTION `ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP NO MORE THAN 5% CLAY OA DEEP ROOTED, DENSE, CONTENT. THE MIX SHALL CONTAIN 65% SAND, 20% SANDY LOAM, AND 15% COMPOST. DO NOT USE DROUGHT TOLERANT PLANTING MECHANICAL COMPACTION. SUITABLE FOR WELL DRAINED 2. AGGREGATE STORAGE LAYER SHALL BE A MINIMUM OF 12 ". (314" CRUSHED ROCK, SOIL; PLANTING SCHEDULE PER CALTRANS 68- 1.025) LANDSCAPE SHEET J. 774E EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL (0.5% MAX.) AND SHALL BE SIZED BASED ON CITY STORMWATER MANUAL CALCULATIONS. SEE PLAN FOR BOTTOM AREA AND ELEVATION. 4. MINIMUM 2" FREEBOARD REQUIRED. 5. PERFORATED PIPE SHALL BE INSTALLED WITHIN THE ENTIRE LENGTH OF THE BASIN. FOR BASINS WIDER THAN 5, AN ADDITIONAL PIPE SHALL BE INSTALLED PARALLEL WITH7HE OTHER PIPE. INSTALL A CLEANOUT AT THE UPSTREAM END OF EACH PIPE RUN. TYPE G -1 CATCH BASIN SEE DETAIL BELOW 3" MULCH LAYER (SEE PLAN FOR LOCATION) cr Q 2" (MIN). RETENTION AREA SHALL BE °m CRUSHED ROCK LEVEL AND DEPRESSED A w MINIMUM OF 12" (MIN.) FROM THE SURROUNDING GRADE. 2:1 MAX FPOE SIDE SLOPS M ; AA I 5i�0 IMPERMEABLE LINER r (30 MIL) 18" MIN. ENGINEERED SOIL (SEE N07E 1 ABOVE) it FILTER COURSE 12" MIN.. ua (SEE N07E 2 ABOVE) r 6" PERFORATED PVC PIPE rr PER PLAN r r rr�i R CONNECT TO SOLID WALLED PVC PIPE (SEE PLAN) 7 A. 2 -3" OF 318" GRAVEL B. 314" CRUSHED ROCK SEAL LINER AT PENETRATION FOR CATCH BASIN. BIOFILTRATION BASIN DETAIL NOT TO SCALE DRAIN INLET GRADE (SEE TABLE ON SHEET 5) FINISH SURFACE (SEE PLAN) INSTALL LABEL III— III =1II- "A" HERE B" HERE ABOVE I = -- I •III =I ( =III=_ INSTALL LABEL — III —III —I =1I I —III —I III_ „III_ „III„ III_ „III_ „III- FALTER COURSE Fl 1 0 BIO -BASIN OUTLET DETAIL NIS 1. ORIFICE SIZING SHALL BE AS FOLLOWS• BMP 1: ONE INLET WIN ONE 1” DIAMETER ORIFICE BMP 2: ONE INLET WITH 1 114 ” DIAMETER ORIFICE 2. PERMANENTLY AFFIX PLAS77C LABELS TO THE EXTERIOR OF THE CATCH BASIN WHERE NOTED. LETTERING SHALL BE ENGRAVED AND MINIMUM 114” HIGH. 2.1. LABEL "A” SHALL READ "3" MULCH ABOVE THIS POINT. 18" ENGINEERED SOIL BELOW." 2.2 LABEL "B" SHALL READ 018" ENGINEERED FILL ABOVE THIS POINT. i" CRUSHED ROCK BELOW TO LINER." 10" X 10" X 0.25" GALVANIZED STEEL PLATE 6" PERT. PIPE 0 ORIFICE. SIZE AS SHOWN 1 BOLT HOLE ABOVE \ ORIFICE PLATE DETAIL 1.1. THE PLATE SHALL BE SECURED WITH FOUR J" GALVANIZED BOLTS THE PLATE SHALL BE FASTENED SO THAT IT CAN BE REMOVED FOR MAINTENANCE 1.2. PLACE A k" NEOPRENE GASKET (30 DUROMETER) BETWEEN THE CONCRETE AND THE STEEL PLATE 1.3. THE ORIFICE SHALL BE NO MORE THAN HIGHER THAN THE FLOW LINE OF THE 6" PERT. PIPE. A. SPECIAL INSPECTION OF THE BMP FACILITIES BY A LICENSED CIVIL ENGINEER IN THE STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO OBTAINING RELEASE OF SECURITIES, AN INSPECTION REPORT SHALL BE SUBMITTED WITH THE FINAL GRADING CERTIFICATION TO 774E ENGINEERING DIVISION VERIFYING THE SIZE AND DEPTH OF THE EXCAVATION LINER, GRAVEL AND ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAIN PIPE, OVERFLOW STRUCTURE WITH ORIFICE, AND OVERALL FUNCTION OF THE FACIL171ES PER 774E APPROVED GRADING PLAN. THE INSPECTION REPORT SHALL INCLUDE ANY PERTINENT INFORMATION INCLUDING MATERIAL RECEIPTS, SURVEY DATA, INSPECTION DATES, ETC. IN ORDER TO DETAIL 7HE CONSTRUCTION OF THE DRAINAGE FACILITY. SPECIAL INSPECTION REPORT PREPARED BY DATED —e ®__ IS ON FILE NTH THE ENGINEERING DIVISION. BIOFILTRATION BASIN INFO NO. AREA REQUIRED AREA PROVIDED ORIFICE 1 1203 SF 1215 SF 1" 0 2 1645 SF 1648 SF 1 114" 0 d 4 1116" NEOPRENE GASKET a 3" X 318" STAINLESS d a STEEL BOLT & NUT a 10" X 10" X 0.25" GALVANI: STEEL PLATE da d a a ORIFICE e a a a d da d a d a a a dd ORIFICE PLATE SECTION NOT TO SCALE BMP SURFACE NO. 2424 TOP SECTION OR EXTr"'°'^"' W/O K. CHART NO. 2424 LOWER SECTION W/ K.O. CHART 5 Eli NO. 2— BACKING NO. 2424 STEEL PARKWAY GRATE WT. 48# NO. 2424 STEEL ZAFFIC GRATE T. 96# TOP OR EXT HT. LBS SECTION * *2424 T6 6" 303 * *2424 T12 12" 606 2424 T18 18" 909 *2424 T18 18" 909 *2424 T24 24" 1030 LOWER HT. LBS * *2424 L12 12" 606 2424 L18 18" 909 2424 L24`, 24" 1030 BOTTOM HT. LBS * *2424 B30 30" 3975 2424 B36 36" 4050 AVAILABLE NO K.O. NO K.O. NO K.O. W\ 2 8 "X14" KO W\ 2 8 "X14" KO AVAILABLE W\ (2) 8"X14" KO W\ (2) 8-X14" KO W\ (2) 14 "X14" KO AVAILABLE W\ (2) 14 "X14" KO W\ (2) 14 "X14" KO * WITH FRAME ONLY. ** WITH OR WITHOUT FRAME. PRIVATE 24' X 24' BROOKS BOX DETAIL 1\ ,\v NOT TO SCALE 6" CURB BEYOND r GUTTER - - I i ° 4 a d POUR MONOL17HICALLY WITH CURB AND GUTTER a 4" MIN SECTION A —A NOT TO SCALE 1 EDGE OF EXISTING IMPROVEMENTS OR SAW ^ "* LINE AS APPROPRIATE :mod c�d :modd °J.�d �d 1212 CAST FION CRATE PARKWAY ONLY 28 LBS 1212 STEEL GRATES PARKWAY 16 LBS TRAFFIC 18 LBS 1212 STEEL COVER PARKWAY 22 LBS TRAFFIC 25 LBS �j 1 1/2" TOP SECTION HT LBS KNOCK —OUT 1212 T6 6" 170 NONE 1212 T12 12" 275 4 5" X 10" 1212 T18 18" 270 4 8" X 12„ 1212 T24 24" 430 4 8" X 15" 1212 T28 28" 380 4 8" X 22" EXTENSION SECTION HT LBS KNOCK —OUT 1212 E6 6" 170 NONE LOWER SECTION HT. LBS KNOCK —OUT 1212 L12 12" 275 4 5" X 10" 1212 L18 18" 1 270 1 4 8" X 12„ 1212 L24 24"1 430 I 4 8" X 15" 1212 L28 1 28"1 380 4 8" X 22" NOTES 1. GRATES AND COVERS AVAILABLE PAINTED BLACK OR GALVANIZED. 2. ADA" GRATES AVAILABLE IN PARKWAY AND TRAFFIC. J. "HEEL PROOF" GRATI=S AVAILABLE IN PARKWAY ONLY. 4. A TOP SECTION WITH FRAME MUST BE USED IF BOLT DOWN REQUIRED 12" X 12" BROOKS BOX DETAIL NOT TO SCALE * NOTE. ALL DRAINAGE S7RUC7VRES TO HAVE IN7ERLOCKING COVERS 2' I--°1 GRIND AND OVERLAY DETAIL NO SCALE 112" MIN. NO EXISTING PAVING FOR SM007H 7RANS17ION 1212 LOWER SECTION W FRAME) NOTE. USE 12; 18; 24" LOWERS TO INCREASE DEPTH UP TO A MAXIMUM OF 72" PERMIT 749,!_AA4#F,R _,,,_.Il_19- SMGt3211® C.Ik._SD_ RTE _5_ PM: AS- BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE SHEET __QE, SHEETS 1212 TOP SECTION (WITH GALVANIZED FRAME) I 1212 BASE WT. 165 LBS GRADE AS NEEDED. MAX 10:1 SLOPE r EXISTING GRADE STORM DRAIN INLET MARKER INSTALL A COMMERCIALLY MANUFACTURED LABEL SIMILAR TO THE ONE ABOVE AT ALL PROPOSED STORM DRAIN INLETS 10' 1/2" R CHANGE NO. DESCRIPTION APPROVED 1.5 TYPICAL ��\ �T� 6' DESIGN D BY: 7" 1.5 % CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT MIN 1.5% MIN PAVING JCW � \ r�� JCW /SCK MAX MAX CURB & GUTTER DESCRIPTION: 2.5 "BRASS DISC STAMPED LS 7322 LOCATION: NW CORNER OFCONC.SDINLETONNORTH SIDE OF SANTA FE DR. WEST OFI -5 AT THE NE RETURN PER DWG NO. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: �° °"1 — �r� R.C.E. NO.: C48358 © STEVEN C. KETTLER EXP.: 6 -30 -20 RECOMMENDED: A �o VE� � C�� JES O -NS �C -0 EDWARDJ. W ER CITY NGIN 77� /� I 1 ,L� ?� DATE ' rr , DAT G -2 BASE MATERIAL PUBLIC WORKS \� PER SDRSD G -12 SANTA FE ROAD CROSS GUTTER PLANNING NOTE: r NOT TO SCALE SEE DRAWING NO. G -07 SANTA FE DRIVE SIDEWALK NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGN D BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JCW JCW /MA JCW /SCK DESCRIPTION: 2.5 "BRASS DISC STAMPED LS 7322 LOCATION: NW CORNER OFCONC.SDINLETONNORTH SIDE OF SANTA FE DR. WEST OFI -5 AT THE NE RETURN INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: �° °"1 — �r� R.C.E. NO.: C48358 © STEVEN C. KETTLER EXP.: 6 -30 -20 RECOMMENDED: A �o VE� � C�� JES O -NS �C -0 EDWARDJ. W ER CITY NGIN 77� /� I 1 ,L� ?� DATE ' rr , DAT DETAIL OR: SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 354 SANTA FE DRIVE, SCRIPPS HEALTH 258-242-2 PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC 13818 -G PUBLIC WORKS ENGINEER'S NAME DATE PLANNING INTO SCRIPPS MEMORIAL HOSPITAL RECORD FROM: R.O.S. 18416 ELEVATION :173.376,STA1048(ENC -46) DATUM: NAVD88 REVIEWER CITY ENGINEER DATE INSPECTOR SHEET11 OF 33 San Dieguito District Recvcled Water Standard Plan Notes . (` COMPLIANCE STATEMENT AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITA ■ ® WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS 1) All work shall be done in accordance with the "Rules and Regulations for Recycled Water Service within the San Dieguito Water District." AND THE EFFICIENT USE O UUSE O W DESIGN MANUAL. d CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE I ' F WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. 2) The Contractor shall notify the Districts Inspection Department 48 hours in advance of beginning work to arrange for inspection of project. The Contractor shall MAIN give 24 hours notice on calls for inspection. Phone: (760) 633 -2709. All work preformed without benefit of inspection will be subject to rejection and ENTRY REC"01"NFIGURATI01\4 Sweeney + associates °. -RW� � 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 shalt be used to eliminate pending, run -off, over -spray and misting. 6) Hose bibs are strictly prohibited. 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 waiving 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. RECYCLED WATER NOTES CITY AND NECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED �I a IN • • • ■rrrriidlue Ard •r Nunn ion M -• ► ! _ • • .r ®aliiiii r/® i ��rr�niGrii i irriHr./ :1 mill C■122M iiiirreiIeMii /i ir ®rirr ri ®/ ®aIir 1%: isii r/ ■�riri ii mi � r l 1 r / rIiIor is own ■ rc • :.. • ♦. fy ♦ • • —RECYCLED n , s • , a » - f . at i a a aniiri•a® ii i =siiii■ll =�" "i_! .,.•.®® Eri L•••••®•••••41 u :: ♦ • t t rL1/i•11i1•11 01•s 11 --!EERINESS of • I 14) Recycled water quick coupling valves shall be of a type designed for use on recycled water drstribuuon systems (spikes not interchangeable with potable water SEEM 021:117-110.1 1i1E*Jtg& DOMESTIC WATER METER quick coupler spikes) per District Rules and Regulations. RECYCLED WATER METER 15) All recycled water appurtenances (sprinkler heads, valve boxes, etc.) shall be color -coded purple per AW WA guidelines and Section 116815 of the California IRRIGATED WITH CROSS - CONNECTION TEST STATION 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 FIRE HYDRANT LOCATION stenciling oriented toward the top of the trench per District Rules and Regulations. MI 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 IRRIGATED WITH it governing regulatory agency. Measurements shall be between facing surfaces, not pipe centerlines. f •vr.i�iL- DOMESTIC WATER ENGINEERING 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 CITY OF ENCINITAS - DEVELP separation between other utilities. 19) If a constant pressure recycled waterline must be installed above a potable water line or less than twelve (12) inches below a potable water line, then the ®•_Rw� ®RECYCLED WATER SERVICE LINE 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. RECO MENDED: AMP D 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. HORIZONTAL: In case of emergency contact TINA PICKETT at (760) 587 -7633 Name Phone Number SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION After hours contact TINA PICKETT at (760) 587 -7693 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. DESIGN OF THE RECYCLED WATER SYSTEM SHALL BE SEPARATE AND INDEPENDENT OF ANY POTABLE WATER SYSTEM. CROSS CONNECTIONS BETWEEN POTABLE WATER SYSTEMS AND RECYCLED WATER SYSTEMS ARE PROHIBITED, CROSS - CONNECTION CONTROL TEST METHOD -1, AS OUTLINED IN THE FEBRUARY 2001 EDITION OF THE SAN DIEGO COUNTY RECYCLED WATER PLAN CHECK AND INSPECTION MANUAL, SHALL BE UTILIZED FOR ALL CROSS - CONNECTION CONTROL TESTS MOW 0-5 00610 WWWWWWA =Is I Mal HONE NO: (619) 325-1990 SIGNArT1_,RRi_ DATE PREPARED: 07-20-2018 REGISTRATION NO: 4470 EXPIRATION DATE: 03-31-2021 A- I/6 L/tlIYALV 11V YYP\ 1 Vii IYIG I cr\ (X ur%%sf \rL -%JYY r-tlR in SYMBOLS LEGEND DOMESTIC WATER LINE SEEM 021:117-110.1 1i1E*Jtg& DOMESTIC WATER METER LANDSCAPE AREA RECYCLED WATER METER RECYCLED WATER SIGNAGE BACKFLOW PREVENTION DEVICE IRRIGATED WITH CROSS - CONNECTION TEST STATION RECYCLED WATER ► FIRE HYDRANT LOCATION LANDSCAPE AREA MI IRRIGATION ISOLATION VALVE SPECIAL DISTRICT .. r IRRIGATED WITH it /i.•a f •vr.i�iL- DOMESTIC WATER ENGINEERING APPROVALS OUTDOOR EATING AREA CITY OF ENCINITAS - DEVELP 111 0 RECYCLED WATER SIGN ®•_Rw� ®RECYCLED WATER SERVICE LINE ma m ■.IRR RW= ® w IRRIGATION RECYCLED WATER LINE Dw DOMESTIC WATER LINE SEEM 021:117-110.1 1i1E*Jtg& DOMESTIC WATER METER �.►��:ml��r� RECYCLED WATER METER BF BACKFLOW PREVENTION DEVICE ! CROSS - CONNECTION TEST STATION -DOMESTIC WATER LINE TYP. -3 DW t R1Ni EXISTING RECYCLED WATER METER • #47808808 EXISTING DOMESTIC WATER IRRIGATION MAINLINE TO BE RE- CONNECTED AT THIS APPROXIMATE LOCATION NOTE: NO WELLS, DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, POOLS, OR HOSE BIBS EXIST WITHIN THE PROJECT LIMITS. SHEETINDEX IRRIGATION •: s SAN ELIJO JOINT POWERS AUTHORITY 6 CHRISTOPHER TREES, P.E. DATE: Director of Operations COUNTY OF SAN DIEGO DEPARTMENT OF ENVIROMENTAL HEALTH LAND AND WATER QUALITY DIVISION 1144 41 ENVIRONMENTAL HEALTH SPECIALIST DATE -a a • SANTA FE DR. �� Y-k U SEEM 021:117-110.1 1i1E*Jtg& jlipX& �.►��:ml��r� mum ! .. _ NOTE: NO WELLS, DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, POOLS, OR HOSE BIBS EXIST WITHIN THE PROJECT LIMITS. SHEETINDEX IRRIGATION •: s SAN ELIJO JOINT POWERS AUTHORITY 6 CHRISTOPHER TREES, P.E. DATE: Director of Operations COUNTY OF SAN DIEGO DEPARTMENT OF ENVIROMENTAL HEALTH LAND AND WATER QUALITY DIVISION 1144 41 ENVIRONMENTAL HEALTH SPECIALIST DATE -a a • SANTA FE DR. �� Y-k U ! .. _ A ♦ MI SPECIAL DISTRICT .. r • !A�7J /i.•a f •vr.i�iL- Sy��A31ii� ENGINEERING APPROVALS CITY OF ENCINITAS - DEVELP 111 a 1» DER SUPERVISION OF RECO MENDED: AMP D IRRIGATION PLAN ! ' ' v g I q -, I LO I = 410 1 k, Ly I Is J • • • • HORIZONTAL: SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION OWE A . .. .. NS ECDITI W EM ,II�IRIII� • • . : 4 Y E7RNDGLJItN . T • • ��.:....i1. 1. EXP.: 03-31-2020 1 I - 7OZ , DATE PLANNING CASE NO: 06-066 TPM/TM/CDP/DRIMUP/MIN/EIA, etc. 17-164SUBC NOTE A: NOTE C: NOTE E:. OBSTACLE. THE. NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS POINT OF CONNECTION (POC) #1 SHALL BE A CONNECTION TO AN POINT OF CONNECTION (POC) #2 SHALL BE A 1.5" DOMESTIC WATER THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE TURF PLANTER SERVICED BY VALVE "137" SHOWN ABOVE. CONTRACTOR EXISTING 3" RECYCLED (RECLAIMED) WATER LINE & SPARE CONTROL METER WITH A 2" SERVICE LINE. THE CONTRACTOR SHALL VERIFY EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S TO ENSURE THIS PLANTER REMAINS CONNECTED TO SAID VALVE: WIRES THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. REFER TO EXISTING IRRIGATION NOTES - TYP. WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND SHRUB PLANTER SERVICED BY VALVE "68" SHOWN ABOVE, PRIOR TO STARTING WORK, IF ANY OF THE POC INFORMATION POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE OTHER OBSTACLES, TYPICAL. NOTE G: ENSURE THIS PLANTER REMAINS CONNECTED 70 SAID SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE VALVE; REFER TO EXISTING IRRIGATION NOTES - TYP. ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND NOTE F: SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH _ SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S B6 1.5" 29 40 AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. RESPONSIBILITY OF THE CONTRACTOR. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO I HZ5 I MPR 0.45 3,964 v OBSTACoLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL STARTING WORK. " MIN. REQ. WATER PRESSURE AT POC: 58 PSI (STATIC) WATER PRESSURE AT POC: 84 PSI (STATIC) HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE C DESIGN WATER PRESSURE: 51 PSI DESIGN WATER PRESSURE: 75 PSI 314 - ,-^ - MAXIMUM SYSTEM DEMAND: 29 GPM MAXIMUM SYSTEM DEMAND: 32 GPM " 3w PRESSURE BOOST REQUIRED: N/A PSI PRESSURE BOOST REQUIRED: N/A PSI B5 i 8 30 4x - RESIDUAL WATER PRESSURE: 07 PSI RESIDUAL WATER PRESSURE: 09 PSI HZ6 B 3.00 N/A « 1114 ° ' - TURF PLANTER -IS SERVICED BY VALVE "615 ". ° NOTE B: NOTE D: 1,720' 84 1" 15.2 40 CONTRACTOR TO ENSURE THIS PLANTER 2° " 14" 0 314° " REMAINS CONNECTED TO SAID VALVE; .. " w 3i4" : 11(2 C PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR MUST CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE I TUBING HZ4 DT 0.70 2,072 REFER TO EXISTING IRRIGATION NOTES - TYP. ,,/''` CONTACT DARYL GREEN WITH IMPERIAL TECHNICAL SERVICES AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE .. - '! . �- 314" (949 - 584 -7311) TO COORDINATE CONNECTION TO THE TWO (2) CONTROLLER SHALL BE INSTALLED IN THE APPROXIMATE LOCATION _ E EW XISTING SPARE WIRE AT THIS APPROXIMATE LOCATION AND THE SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED 83 1.5 26 30 s r, /� - - .. ,,. CONVERSION OF THE CONVENTIONAL WIRE PATH INTO A NEW ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S HZ6 8 3.00 N/A ,./� . ? r - 2" EXPANDED 2 -WIRE PATH, THE EXISTING IRRIGATION CONTROLLER, AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER Tr r "' ��° 2 " LOCATED OUTSIDE OF THE LIMIT OF WORK, MUST BE RETROFITTED AND ELECTRICAL POINT OF CONNECTION SHALL BE CONFIRMED WITH 2,050' B2 1.5" 18.1 40 BY IMPERIAL TECHNICAL SERVICES TO EXPAND THE STATION OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. CAPACITY AND ADD NECESSARY COMPONENTS FOR THE CREATION TUBING HZ4 DT 0.70 2,482 ,,�./'' .- B7 EX EX EX OF A HYBRID CONTROLLER. T 1114" O �}0 EX EX EX EX e" 1114 _ PATCH & REPAIR / CUT & CAP EXIST. SHRUB PATCH & REPAIR ! CUT & CAP EXIST. i �' SPRAYS ADJACENT TO NEW DRIP ZONE. SHRUB SPRAYS ADJACENT TO NEW S$ EX EX EX 2" o 2. ONTRACTOR SHALL ADJUST HEAD LAYOUT OR ADD DRIP ZONE. CONTRACTOR SHALL I! SPRAY HEADS AS NEEDED TO PROVIDE 100% HEAD ADJUST HEAD LAYOUT OR ADD SPRAY EX EX EX EX c TO HEAD COVERAGE FOR EXISTING PLANTING HEADS AS NEEDED TO PROVIDE 100% ' - HEAD TO HEAD COVERAGE FOR 1 EXISTING PLANTING LOCATION OF NEW IRRIGATION CONTROLLER "A" AND EXISTING CONTROLLER TO BE p " 1" 314° REMOVED; REFER TO NOTED' % - ' - _ 314 1 _ - - - CONTRACTOR MUST ENSURE ALL EXISTING VALVES AND THEIR WIRES ARE % '� I� 314" -� EXISTING MAINLINE AND CONTROL WIRE PATHS FOR EXISTING I ( I E I PROTECTED IN PLACE FOR CONTINUED FUTURE OPERATION; CONTRACTOR 1 e1 � € VALVES 614 & 615 TO BE RE- CONNECTED TO NEW MAINLINE 1 MUST ROUTE NEW IRRIGATION WIRE WITHIN 2'° CONDUIT, AND WITHIN 4 °' � r .- 814 EX EX EX ® AND WIRE PATHS AT THIS APPROXIMATE LOCATION SLEEVES, TO THE EXISTING wIREPATHS As NEEDED TO ENSURE ALL VALVES -` -- -- „'.':. ---- -' _ .;., PREVIOUSLY OPERATED BY THE REMOVED EXISTING CONTROLLER REMAIN - EX EX EX EX LIMIT OF WORK FULLY FUNCTION FOR CONTINUED FUTURE USE. ROUTING AND WIRE „ SHRUB PLANTER IS SERVICED BY VALVE "614 ". 940' B10 i" 8.3 40 2,240' 89 1.5" 18.$ 40 I QUANTITY DETERMINED IN -FIELD BY THE CONTRACTOR TO MOST FEASIBLY 2° Q S, .- " ( B13 1 22 40 615 EX £X EX CONTRACTOR TO ENSURE THIS PLANTER RE- CONNECT EXISTING VALVES TO THE NEW REPLACEMENT CONTROLLERS Bi 1" 14 40 HZ2 MPR 0.45 2,356 EX EX EX EX REMAINS CONNECTED TO SAID VALVE; UBING HZ4 DT 0.70 1,127 BING HZ4 DT 0.70 2,574 2 / REFER TO EXISTING IRRIGATION NOTES - TYP. I i - EXISTING BACKFLOW v Q ^ " / HZ5 MPR 0.45 2,705 I 1« ) I (4 III TO BE REMOVED_ 3A _ „ „ LIMIT OF WORK I I I I I I I _ - _. -- _ 812 1.5 24.4 40 2770 B11 1 30 _ _ _. _ Ii IRRIGATION POINT OF 31 ' " " I v o " fi ----- ^ 1 _ .- T_ --- -- HZ3 DT 0.70 3,351 TUBING HZ6 8 ]3:00]1]NF/)A CONNECTION #1• REFER v t 9 s 3/4 9 1 314 I 314 «, " " " " TO NOTES A & B 11,4" I v % ° " =TT 31 4 314 2" WHITE GL315 PVC ... - ^ i _ _ 1 ° 1112" , >. >- MAINLINE TO BE r = = 2" 2" {I ( s ROUTED TO THIS :. _ _ _ IL I LOCATION FOR USE EXISTING DOMESTIC 1,700' Al2 1" 15.0 40 - AS THE TEMPORARY I_ - _.- WATER IRRIGATION POTABLE SUPPLY TUBING HZ4 DT 0.70 2,054 METER TO BE REMOVED LINE FOR IRRIGATION A16 1.5" 27 40 - .. - - 1,690' All 1" 14.9 40 - - - - _. 1,520' A7 1" 13.4 40 CROSS CONNECTION r _ TEST IS PASSED HZ2 MPR 0.45 3,350 I UBING Hi'' -3 DT 0.70 2,043 { 1 A90 1" 13 30 A9 1" 15.5 40 1,750' A8 1.5" 32 40 TUBING HZ4 DT 0.70 1,840 HZ6 B 3.00 N/A _ HZ4 DT 0.70 2.110 TUBING HZt MPR 0.45 5,190 _ TYP. _ ,.... �' -w ° 2 �e 1111" �-- --. - __ -_ - -�. -_._ - -_ -_ -_- -_ -_- - - « - 1114" -_ _ -, _ 9112" \ \\ \\ \ 1114" e y _ 4 -._ 0 ,�n • ` ~~_ _ - -. _. - -_ r:: 314 V4" _ �4 _ __ -__ r__ - - - - 91/4" ". - - -T - , ', _ t _ -_- _ v � ,- - _ - � -` _ � -_ -.. - ----- _ _ R SRMVXI '.. _ - ' _ .. _.. 9 " MIT OF - _ CONNECT TO EXISTING T = = n i l4 \\ \\ \\ 1 11 314" '" IRRIGATION MAINLINE ANp _ _ WIRES SERVICING THIS -- - - - _ - -. EXISTING CONTROL VALVE - -.- CONNECT TO EXISTING CONNECTION TO EXISTING - - --tj " TYP. j. IRRIGATION MAINLINE AND -� -� IRRIGATION MAINLINE AND IRRIGATION POINT OF WIRE PATH SERVICING " __ " 9 " WIRES SERVICING THESE TWO (2) EXISTING CONTROL CONNECTION #2; EXISTING VALVES A14 & A15 0 VALVES - TYP. REFER TO NOTE „C,. SHRUB PLANTER SERVICED BY VALVE "A5" CONNECT TO EXISTING A14 EX EX EX A11 D( EX EX A6 EX EX EX / SHOWN BELOW. CONTRACTOR TO ENSURE THIS EX EX EX EX PLANTER REMAINS CONNECTED TO SAID VALVE; IRRIGATION MAINLINE AND EX EX EX EX � EX � � A4 EX EX EX WIRES SERVICING SHRUB PLANTER SERVICED BY VALVE REFER TO EXISTING IRRIGATION NOTES - TYP, • CONTROL VALVES "A14, A15, "A5". CONTRACTOR TO ENSURE THIS A5 EX EX EX A17 & A18"- TYP. A15 E)( EX EX SHRUB PLANTERS SERVICED BY VALVE "Al V PLANTER REMAINS CONNECTED TO EX EX EX EX EX TURF PLANTER SERVICED BY VALVE 'I SHOWN EX EX EX EX SHOWN BELOW. CONTRACTOR TO ENSURE SAID VALVE; / A3 EX EX EX BELOW. CONTRACTOR TO ENSURE THIS SHRUB PLANTER ALONG SIDEWALK IS SERVICE THIS PLANTER REMAINS CONNECTED TO REFER TO EXISTING IRRIGATION / PLANTER REMAINS CONNECTED TO SAID VALVE; A17 EX EX EX BY VALVE "A15 ". CONTRACTOR TO ENSURE THIS SAID VALVE; NOTES-TYP. CONNECT TO EXISTING IRRIGATION MAINLINE EX EX EX EX REFER TO EXISTING IRRIGATION NOTES - TYP. EX EX EX EX PLANTER REMAINS CONNECTED TO SAID VALVE; REFER TO EXISTING IRRIGATION NOTES - AND WIRES AT THIS APPROXIMATE LOCATION TO REFER TO EXISTING IRRIGATION NOTES - TYP. TYP. SERVICE THE FOUR (4) EXISTING VALVES SHOWN A2 EX EX EX A18 EX EX EX ABOVE. THESE VALVES WILL NOW BE - - CONNECTED TO THE DOMESTIC WATER EX EX EX EX EXISTING TURF AND SHRUB SHRUB PLANTER ADJACENT TO THE BUILDING IS IRRIGATION SERVICED BY EX EX EX EX OUR (4) PILOT W R S AND ONE (1) COMMON Al EX EX EX THE EXISTING VALVES SERVICED BY VALVE' "A14 ". CONTRACTOR TO ENSURE THIS PLANTER REMAINS CONNECTED WIRE. PLACE WIRES WITHIN A STANDARD SHOWN AT LEFT; TO SAID VALVE; RECTANGULAR SPLICE BOX; EX EX EX EX REFER TO EXISTING REFER TO EXISTING IRRIGATION NOTES - TYP. SCA REFER TO EXISTING IRRIGATION NOTES - TYP. IRRIGATION NOTES - TYP. �o ® LEAS qqc SHRUB PLANTER ALONG BUILDING IS SERVICED y� ; w e n + associates at e s BY VALVE "A17" SHOWN AT LEFT. CONTRACTOR v fi COMPLIANCE STATEMENT 0 10 20 40 TO ENSURE THIS PLANTER REMAINS ® IAMFAMILIARWITHTHEREQUIREMENTSFORLANDSCAPEANDPAIGATIONPLANSCONTAINEDINTHECITYOFENC INITAS I R R I G A T I O N D E S I G N AND C O N S U L T I N G I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION CONNECTED TO SAID VALVE; 03. WATER EFFICIENT LANDSCAPE REGULATIONS. I RAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS GUIDELINES AND APPLIED THEMACCORpINGLYFORTHE `�' °"� �� AND THE LANDSCAPE DESIGN MANUAL. ICERTIFYTHATTHEPLANIMPLEMENTSTHOSEREGULATIONSTOPROVIDE �,,. =ups saz aamparc Street, Suite 204 N REFER TO EXISTING IRRIGATION NOTES - T YP. 9p 0.3.31* pt° t orange, ca 52868 EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN JI NORTH 41 '. CAL�FO EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. c t "f"�swu¢ "..ar,oc.c "m i1: (714) 938.0456 r f '' w: www.aweene yessw.com if: (714) 9SO -0456 -EE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES! RAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO" DEH SUBMITTAL 1 02.06.2019 DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 P DER SUPERVISION OF RECD MENDED: AP V IRRIGATION PLAN 1 DEH SUBMITTAL 2 03.27.2019 LOCATION: NW CORNER OF CONC. SD INLET ON HORIZONTAL: �a o NORTH SIDE OF SANTA FE DR. WEST OF I -5 AT THE AS SHOWN �1 DATE: / 1 _ ��•� SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL JES ° OWENS DWARD J. WI ER 354 SANTA FE DRIVE 13818-G RECORD FROM: R.O.S. 18416 R.L.A. NO.: 4470 VERTICAL: CITY NGINE SCRIPPS HEALTH ELEVATION: 173.376, STA. 1048 (ENC -48) AS SHOWN ® gRAp N'Ir l� 1t .� 258- 242 -02 DATUM: NAVD88 EXP.: 03 -31 -2020 DATE DAT PLANNING CASE NO: 06 -066 TPMITM /CDP /DR1MUP /MIN /EIA, etc. 17- 164SUBC SHEET130F 33 SYMBOL MANUFACTURER MODEL NO. I DESCRIPTION NO SYMBOL LASCO ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE THR MAINLINE TURF WITH MP ROTATORS PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITEN COLOR, AND SIZED TO MATCH THE LATERAL LOW WATER USE SHRUBS WITH MP ROTATORS LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. NO SYMBOL AS APPROVED ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO -STEP PROCESS OF PRIMER AND SOLVENT MODERATE WATER USE SHRUBS WITH DRIP CEMENT. PRIMER SHALL BE LOW VOC "PURPLE PRIMER ". MAINLINE SOLVENT CEMENT SHALL BE LOW VOC, "GRAY -HEAVY BODY" CEMENT, LATERAL MODERATE WATER USE SHRUBS WITH MP ROTATORS LINE SOLVENT CEMENT SHALL BE LOW VOC, GRAY OR BLUE COLORED MEDIUM BODIED CEMENT. USE DAUBERS SIZED AT LEAST ONE -HALF THE SIZE TREE BUBBLERS OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. NO SYMBOL PAIGE ELECTRIC P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT 40 WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR. WHERE MULTIPLE 0.45 IN. /HR. CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WIRES. THE CONTRACTOR SHALL ROUTE MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582 -9684. TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP NO SYMBOL NETAFIM SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. NO SYMBOL GPH IRRIGATION GDBRY6 DIRECT BURIAL, 100 %" SILICONE GEL, WATER -PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS NO SYMBOL NDS (K.B.I.) KSC -XXX -S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THAN 30 FT THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. NO SYMBOL NDS (K.B.I.) KC -XXX -S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN GDFN DRIP FLUSH / INDICATOR NOZZLE, ORANGE IN COLOR, INSTALLED ONTO A RAIN BIRD 1812 12" POP -UP SPRINKLER BODY. THE FLUSH NOZZLE SHALL THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. NO SYMBOL RAIN BIRD ALL VALVE BOXES SHALL BE VB SERIES, PLASTIC TYPE WITH OVERLAPPING LIDS. VALVE BOX BODIES SHALL BE BLACK IN COLOR. PROS- 06- PRS40 -CV 6" POP -UP TURF HEAD W/ MP LCSIRCSISS530 NOZZLES LIDS FOR VALVE BOXES IN SHRUB AREAS SHALL BE BLACK. ALL BOXES SHALL BE SECURED WITH A RAIN BIRD VB- LOCK -P 40 PENTA HEAD BOLT, WASHER AND CLIP. BOXES SHALL BE AS SHOWN BELOW: 0.47 IN. /HR. DESCRIPTION SHRUB AREAS (BLACK LIDS) N/A 7" ROUND BOXES VB- 7RNDBK (RB ITEM ID #11484) 975XLS, 1 -1/2" RIP BACK FLOW PREVENTION DEVICE WITH WYE STRAINER, INSTALL WITH BRASS NIPPLES, UNIONS AND FITTINGS, SIZED PER DEVICE 10" ROUND BOXES VB- 1ORNDBK (RB ITEM ID #61461) ® BUCKNER STANDARD RECTANGULAR BOXES VB -STDBK (RB ITEM 11) #61411) G JUMBO RECTANGULAR BOXES VB -JMBBK (RB ITEM ID #A61441) VALVE CALLOUT LEGEND CONTROLLER LETTER / STATION NUMBER VALVE SIZE IN INCHES FVALVE FLOW RATE IN G.P.M. A20 1.5' 35 30 --- OPERATING PRESSURE (PSI) 1 S 1.75 1,500 --- ZONE AREA (SFT) L L I ZONE PRECIPITATION RATE (IN. /HR.) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART HYDROZONE DESCRIPTION CHART NUMBER DESCRIPTION OF THE HYDROZONE HZ 1 TURF WITH MP ROTATORS HZ 2 LOW WATER USE SHRUBS WITH MP ROTATORS HZ 3 LOW WATER USE SHRUBS WITH DRIP HZ 4 MODERATE WATER USE SHRUBS WITH DRIP HZ 5 MODERATE WATER USE SHRUBS WITH MP ROTATORS HZ 6 TREE BUBBLERS si.�1eeneiJ. + associates IRRIGATION DESIGN AND CONSULTING w, 321 Rampart Street, Suite 209 Orange, Ca 92868 5� ee infe @sweeneyassoe.com It; (714) 938 -0456 w: www.sweeneYasso c.com If: (714) 938 -0456 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN FOR DRIP TUBING ZONES nLENGTH OF DRIP TUBING -- • ••DESCRIPTION ®� • • • •D �• BUBBLERS PROS- 06- PRS40 -CV 6" POP -UP TURF HEAD WITH A MP1000- 90(Q/T /H)1360 ADJUSTABLE NOZZLE DRIP 40 OVERHEAD ROTATORS COMPLIANCE STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE C17Y OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN INCOMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER, UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. DETAIL N/A N/A O,P,Q Q' N/A N/A NIA DOMESTIC WATER IRRIGATION MATERIAL LEGEND SYMBOL Q T H F MANUFACTURER MODEL NO. / DESCRIPTION FLOW RATE (GPM) PSI RADIUS P.R. (TRI.) DETAIL p ®� �f �• HUNTER PROS- 06- PRS40 -CV 6" POP -UP TURF HEAD WITH A MP1000- 90(Q/T /H)1360 ADJUSTABLE NOZZLE 19, .28, .37, .75 40 14 FT 0.45 INJHR. A ® I Y ® V HUNTER PROS- 06- PR840 -CV 6" POP -UP TURF HEAD WITH A MP2000- 90(QMH)/360 ADJUSTABLE NOZZLE A0_57_74, .74, 1.47 40 20 FT 0.45 IN. /HR. A MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582 -9684. NO SYMBOL NETAFIM TL SERIES 17mm BARBED FITTINGS FOR CONNECTIONS BETWEEN DRIP TUBING (TUBING -TO- TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED. HUNTER PROS- 06- PRS40 -CV 6" POP -UP TURF HEAD WITH A MP3000- 90(Q/T /H) /360 ADJUSTABLE NOZZLE .86, 1.34, 1.82, 3.64 40 30 FT 0.45 IN. /HR. A FC3 GPH IRRIGATION/ GDFN DRIP FLUSH / INDICATOR NOZZLE, ORANGE IN COLOR, INSTALLED ONTO A RAIN BIRD 1812 12" POP -UP SPRINKLER BODY. THE FLUSH NOZZLE SHALL ® RAIN BIRD HUNTER PROS- 06- PRS40 -CV 6" POP -UP TURF HEAD W/ MP LCSIRCSISS530 NOZZLES .22, .44 40 4X15 FT 0.47 IN. /HR. A N/A ® WILKINS 975XLS, 1 -1/2" RIP BACK FLOW PREVENTION DEVICE WITH WYE STRAINER, INSTALL WITH BRASS NIPPLES, UNIONS AND FITTINGS, SIZED PER DEVICE F ® BUCKNER 3300 -150 1 -1/2" NORMALLY OPEN, BRASS MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A SEPARATE PILOT AND GROUND WIRE, G 4X30 FT ® C,S.T. Q Q ® fl HUNTER PROS- 12- PRS40 -CV 12" POP -UP SHRUB HEAD WITH A MP1000- 90(Q /T /H) /360 ADJUSTABLE NOZZLE .19, .28, .37, .75 40 14 FT 0.45 IN. /HR. A ►�"+I LASCO VXX101N -SC XX" SLO -CLOSE SCH. 80 PVC, TRUE -UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. I HUNTER PROS- 12- PRS40 -CV 12" POP -UP SHRUB HEAD WITH A MP2000- 90(Q/T/H)1360 ADJUSTABLE NOZZLE .40, .57, .74, 1.47 40 20 FT 0.45 INJHR. A © (3 ® © HUNTER PROS- 12- PRS40 -CV 12" POP -UP SHRUB HEAD WITH A MP3000- 90(Q/T /H)/360 ADJUSTABLE NOZZLE .86, 1.34, 1.82, 3.64 40 30 FT 0.45 IN./HR. A REGULATOR ON THE DOWNSTREAM SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1- DRCV'S INSTALL A RAIN BIRD LCRBY -100D n DISC FILTER AND A SENNINGER 1" PMR -40 -MF PRESSURE REGULATOR. FOR 1 112 ". DRCV'S INSTALL A RAIN BIRD LCRBY -150D DISC FILTER AND A HUNTER PROS- I2- PRS40 -CV 12" POP -UP SHRUB HEAD W/ MP LCS /RCS /SS530 NOZZLES .22, ,44 40 4X15 FT 0.47 1NJHR. A FILTER. INSTALL THE DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. ® EXISTING EXISTING IRRIGATION CONTROL VALVE TO BE PROTECTED IN PLACE. RECONNECT TO NEW IRRIGATION MAINLINE AND WIRE TO NEW CONTROLLER * *ALL POP -UP HEADS SUPPLIED FOR DOMESTIC WATER USE SHALL BE ® EXISTING EXISTING WEATHERMATIC CONTROLLER TO BE REMOVED AND TURNED OVER TO THE OWNER. 4X30 FT ® RAIN MASTER EGP24i -PSB EAGLE PLUS 24 STATION CONTROLLER WITH INTERNET COMMUNICATIONS CARD (i CENTRAL),COMPLETE WITH A V.I.T. PRODUCTS SB -16SS M,N 14 GAGE STAINLESS STEEL, TOP ENTRY ENCLOSURE, INSTALL CONTROLLER ENCLOSURE ONTO A V.I.T. QP -16 "QUICK PAD" ENCLOSURE MOUNTING PAD. INSTALLED WITHOUT HUNTER' -R -' OPTION FOR PURPLE CAPS AND FULLY PROGRAM THE CONTROLLER FOR AUTOMATIC PROGRAM ADJUSTMENT WITH RAINMASTER WEATHER DATA DOWNLOAD. CONTRACTOR TO PROVIDE PROOF OF REGISTRATION AND PROGRAMMING TO THE OWNER. IF NECESSARY, PROVIDE AN ANTENNA FOR PROPER COMMUNICATION. v SB -16SS STRONGBOX STAINLESS STEEL TOP -ENTRY CONTROLLER ENCLOSURE WITH CSA SUB - ASSEMBLY, RGVRSS AND QP -16 "QUICK PAD ". HUNTER PROS -06 -CV 6" POP -UP BUBBLER HEAD WITH A MSBN -50Q PRESSURE COMPENSATING .50 (1.0 TOTAL) 30 1.5 FT 3.00 INJI-IR, A,B ® RAIN MASTER RS -500 WIRED RAIN SENSOR, MOUNT IN RGVRSS ENCLOSURE ON THE SIDE OF THE CONTROLLER ENCLOSURE, WIRE TO THE CONTROLLER. N/A ® N/A 120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD STREAM BUBBLER NOZZLE. EACH SYMBOL REPRESENTS TWO (2) BUBBLERS TO PROVIDE AS APPROVED PVC PIPE 3/4" - 3" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE O AS APPROVED PVC PIPE 2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE O EXISTING EXISTING IRRIGATION MAINLINE AND WIRES TO REMAIN; PROTECT IN PLACE. CONTRACTOR SHALL RECONNECT TO THE EXISTING MAINLINE AND WIRES AS N/A TWO (2) BUBBLERS PER TREE, PLACE THE BUBBLER HEADS 6" FROM THE EDGE AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL P PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. OF THE ROOT BALL OF THE TREE AND ON OPPOSITE SIDES OF THE TREE, TYPICAL. ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT AMENDED SOIL WITHOUT HITTING THE TRUNK OF THE TREE. NETAFIM TLHCVXR -5 -12 SUBSURFACE DRIP TUBING (EXTERIOR COLOR) WITH 0.53 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE C,D DRIP TUBING AT 12" O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH COPPER OXIDE INFUSED EMITTERS AND A PHYSICAL BARRIER TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP EMITTERS SHALL BE CONTINUOUS FLUSHING TYPE AND EQUIPPED WITH A CHECK VALVE AND ANTI- SIPHON FEATURE. DRIP TUBING SHALL BE INSTALLED 2" BELOW FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582 -9684. THE HATCH PATTERN SYMBOLS ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS SEE SPACING REQUIREMENTS ABOVE AND IN DETAILS NO SYMBOL NETAFIM CONNECTION BETWEEN HCVXR DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING TL DRIP LINE BARBED FITTINGS, SCH. 40 C,D PVC THREADED FITTINGS, SCH. 80 NIPPLES AND FLEXIBLE NIPPLES, WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A 1/2" SCH. 40 PVC THREADED 90" ELBOW, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A TLO50MA 17mm BARS X 1/2" MIPT ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A 1/2" SCH. 40 PVC THREADED TEE FITTING, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 112" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO (2) TL050MA 17mm BARB X 112" MIPT • - l ADAPTERS. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. FLEXIBLE NIPPLES SHALL BE MODEL #GFN050600 AS +• , • `. . •• ♦ ♦ •. R MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582 -9684. NO SYMBOL NETAFIM TL SERIES 17mm BARBED FITTINGS FOR CONNECTIONS BETWEEN DRIP TUBING (TUBING -TO- TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED. C,D AS APPROVED PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1 1/4" MINIMUM SIZE WITH C,D _ SCH, 40 PVC FITTINGS, FC3 GPH IRRIGATION/ GDFN DRIP FLUSH / INDICATOR NOZZLE, ORANGE IN COLOR, INSTALLED ONTO A RAIN BIRD 1812 12" POP -UP SPRINKLER BODY. THE FLUSH NOZZLE SHALL C,E RAIN BIRD BE ORIENTED TO SEND FLUSH WATER INTO THE PLANTER AREA AND CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM. P.O.C. NEW 1 -1/2" POTABLE (DOMESTIC) IRRIGATION WATER METER WITH 2" SERVICE LINE. VERIFY METER SIZE, LOCATION AND WATER PRESSURE IN FIELD. N/A ® EXISTING EXISTING 2" IRRIGATION BACKFLOW PREVENTION DEVICE TO BE REMOVED. N/A ® WILKINS 975XLS, 1 -1/2" RIP BACK FLOW PREVENTION DEVICE WITH WYE STRAINER, INSTALL WITH BRASS NIPPLES, UNIONS AND FITTINGS, SIZED PER DEVICE F ® BUCKNER 3300 -150 1 -1/2" NORMALLY OPEN, BRASS MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A SEPARATE PILOT AND GROUND WIRE, G ROUTE INSIDE CONDUIT WITH FLOW SENSOR WIRE. INSTALL INSIDE A PURPLE STANDARD RECTANGULAR VALVE BOX. ® C,S.T. FSI -TXX -001 1 -1/2" PVC TEE, HDPE IMPELLER TYPE FLOW SENSOR, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIRES INSIDE A 1 1/4" SCH. 40 PVC H (GRAY) ELECTRICAL CONDUIT, WITH MASTER CONTROL VALVE WIRES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSIDE A STANDARD RECTANGULAR VALVE BOX. MULTIPLE FLOW SENSORS SHALL REQUIRE SEPARATE CONDUIT RUNS. CONTACT CREATIVE SENSOR TECHNOLOGY'S REPRESENTATIVE, GENTILE & ASSOCIATES (STEVEN KIM) AT (760) 214 -5734 FOR FURTHER INFORMATION. ►�"+I LASCO VXX101N -SC XX" SLO -CLOSE SCH. 80 PVC, TRUE -UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. I INSTALL INSIDE A 10" ROUND VALVE BOX. Q RAIN BIRD 44LRC 1" QUICK COUPLER VALVE WITH LOCKING VINYL COVER AND A LASCO G13S -218 SWING JOINT. INSTALL INSIDE A 10" ROUND VALVE BOX. J ® HUNTER ICV -XX1 G -FS -AS -ADJ PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1 ", 1 1/2" AND 2" SIZES), SET AS -ADJ K PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER / BUBBLER HEAD TO THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE. INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. ® HUNTER ICV- XX1G -FS PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (1" AND 1 1/2" SIZES). INSTALL A DISC FILTER AND AN INLINE PRESSURE L REGULATOR ON THE DOWNSTREAM SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1- DRCV'S INSTALL A RAIN BIRD LCRBY -100D DISC FILTER AND A SENNINGER 1" PMR -40 -MF PRESSURE REGULATOR. FOR 1 112 ". DRCV'S INSTALL A RAIN BIRD LCRBY -150D DISC FILTER AND A SENNINGER 1 1/4" PMR -40 -HF PRESSURE REGULATOR. USE A 1 112" SCH. 40 PVC THREADED COUPLING, A 1 1/2" X 1 1/4" PVC THREADED REDUCER BUSHING, AND A 1 1/4" X 2" SCH. 80 PVC NIPPLE AS REQUIRED TO CONNECT THE 1 1/4" REGULATOR TO THE DOWNSTREAM SIDE OF THE 1 1/2" FILTER. INSTALL THE DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. ® EXISTING EXISTING IRRIGATION CONTROL VALVE TO BE PROTECTED IN PLACE. RECONNECT TO NEW IRRIGATION MAINLINE AND WIRE TO NEW CONTROLLER N/A ® EXISTING EXISTING WEATHERMATIC CONTROLLER TO BE REMOVED AND TURNED OVER TO THE OWNER. NIA ® RAIN MASTER EGP24i -PSB EAGLE PLUS 24 STATION CONTROLLER WITH INTERNET COMMUNICATIONS CARD (i CENTRAL),COMPLETE WITH A V.I.T. PRODUCTS SB -16SS M,N 14 GAGE STAINLESS STEEL, TOP ENTRY ENCLOSURE, INSTALL CONTROLLER ENCLOSURE ONTO A V.I.T. QP -16 "QUICK PAD" ENCLOSURE MOUNTING PAD. CONTROLLER IS COMPLETE WITH TWO (2) YEARS OF iCENTRAL INTERNET BASED CENTRAL CONTROL. CONTRACTOR TO REGISTER iCENTRAL SOFTWARE AND FULLY PROGRAM THE CONTROLLER FOR AUTOMATIC PROGRAM ADJUSTMENT WITH RAINMASTER WEATHER DATA DOWNLOAD. CONTRACTOR TO PROVIDE PROOF OF REGISTRATION AND PROGRAMMING TO THE OWNER. IF NECESSARY, PROVIDE AN ANTENNA FOR PROPER COMMUNICATION. NO SYMBOL V.I.T. SB -16SS STRONGBOX STAINLESS STEEL TOP -ENTRY CONTROLLER ENCLOSURE WITH CSA SUB - ASSEMBLY, RGVRSS AND QP -16 "QUICK PAD ". M NO SYMBOL PAIGE ELECTRIC THE CONTROLLER SHALL BE GROUNDED USING A #182000 5/8" X 8 FOOT COPPER CLAD GROUND ROD, A #182005 CAST BRONZE ROD CLAMP AND THE REQUIRED N LENGTH OF #6AWG BARE, SINGLE STRAND COPPER GROUND WIRE. INSTALL INSIDE A 10" ROUND VALVE BOX. ® RAIN MASTER RS -500 WIRED RAIN SENSOR, MOUNT IN RGVRSS ENCLOSURE ON THE SIDE OF THE CONTROLLER ENCLOSURE, WIRE TO THE CONTROLLER. N/A ® N/A 120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A AS APPROVED PVC PIPE 3/4" - 3" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE O AS APPROVED PVC PIPE 2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE O EXISTING EXISTING IRRIGATION MAINLINE AND WIRES TO REMAIN; PROTECT IN PLACE. CONTRACTOR SHALL RECONNECT TO THE EXISTING MAINLINE AND WIRES AS N/A SHOWN ON THE PLAN AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL P PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. BENCHMARK PECIAL DISTRI APPROVAL • - l +• , • `. . •• ♦ ♦ •. R ASSHOWN 1'� Tom- l• Y • 11 II NDER SUPERVISION OF I • , • s 041 wTr • i SYMBOL MANUFACTURER MODEL NO./ DESCRIPTION NO SYMBOL LASCO ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE THR MAINLINE TURF WITH MP ROTATORS PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LOW WATER USE SHRUBS WITH MP ROTATORS LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS, NO SYMBOL AS APPROVED ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO -STEP PROCESS OF PRIMER AND SOLVENT MODERATE WATER USE SHRUBS WITH DRIP CEMENT. PRIMER SHALL BE LOW VOC "PURPLE PRIMER ". MAINLINE SOLVENT CEMENT SHALL BE LOW VOC, "GRAY -HEAVY BODY" CEMENT. LATERAL MODERATE WATER USE SHRUBS WITH MP ROTATORS LINE SOLVENT CEMENT SHALL BE LOW VOC, GRAY OR BLUE COLORED MEDIUM BODIED CEMENT. USE DAUBERS SIZED AT LEAST ONE -HALF THE SIZE TREE BUBBLERS OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. NO SYMBOL PAIGE ELECTRIC P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL. WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT DEH SUBMITTAL WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR. WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE DIFFERENT COLOR FOR PILOT WIRES. THE CONTRACTOR SHALL ROUTE T TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP F SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. NO SYMBOL GPH GDBRY6 DIRECT BURIAL, 100% SILICONE GEL, WATER -PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS NO SYMBOL NOS (K.B.I.) KSC -XXX -S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THAN P.R. (TRL) THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. NO SYMBOL NDS (K.B.I.) KC -XXXS SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN 8 THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER I BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. NO SYMBOL T CHRISTY'S PURPLE RECYCLED WATER WARNING TAGS 0 AS APPROVED RECLAIMED WATER SIGNS INSTALLED WITH VANDAL PROOF HARDWARE, INSTALL QUANTITY AND LOCATIONS PER CITY REQUIREMENTS NO SYMBOL RAIN BIRD ALL VALVE BOXES SHALL BE'VB SERIES, PLASTIC TYPE WITH OVERLAPPING LIDS. VALVE: BOX BODIES SHALL BE BLACK IN COLOR. A LIDS FOR VALVE BOXES SHALL BE PURPLE. ALL BOXES SHALL BE SECURED WITH A RAIN BIRD VB- LOCK -P Q PENTA HEAD BOLT, WASHER AND CLIP. BOXES SHALL BE AS SHOWN BELOW: OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" DESCRIPTION SHRUB AREAS (PURPLE LIDS) PROS- 12- PRS40 -CV 12" POP -UP SHRUB HEAD WITH A MP2000- 90(Q /T /H)/360 ADJUSTABLE NOZZLE 7' ROUND BOXES VB -7RNDP (RB ITEM ID #11484) 40 10" ROUND BOXES VB- 10RNDP (RB ITEM ID #61461) 0.451N. /HR. STANDARD RECTANGULAR BOXES VB -STDP (RB ITEM ID #61411) Q JUMBO RECTANGULAR BOXES VB -JMBP (RB ITEM ID #A61441) VALVE CALLOUT LEGEND CONTROLLER LETTER / STATION NUMBER VALVE SIZE IN INCHES 1 VALVE FLOW RATE IN G.P.M. FOR DRIP TUBING ZONES A20 1.5 35 30 -- OPERATING PRESSURE (PSI) i S 1.75 1,500 -- ZONE AREA (SFT) L L ZONE PRECIPITATION RATE (IN. /HR.) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART HYDROZONE DESCRIPTION CHART NUMBER DESCRIPTION OF THE HYDROZONE HZ I TURF WITH MP ROTATORS �7 LOW WATER USE SHRUBS WITH MP ROTATORS HZ 3 A20 1.5 35 30 -- OPERATING PRESSURE (PSI) i S 1.75 1,500 -- ZONE AREA (SFT) L L ZONE PRECIPITATION RATE (IN. /HR.) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART HYDROZONE DESCRIPTION CHART NUMBER DESCRIPTION OF THE HYDROZONE HZ I TURF WITH MP ROTATORS HZ 2 LOW WATER USE SHRUBS WITH MP ROTATORS HZ 3 LOW WATER USE SHRUBS WITH DRIP HZ 4 MODERATE WATER USE SHRUBS WITH DRIP HZ 5 MODERATE WATER USE SHRUBS WITH MP ROTATORS HZ 6 TREE BUBBLERS paqjL MINIMUM Rw VERTICAL SEP NOTE: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHAH BE PURPLE AND LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATI FOR PRIVATE IRRIGATION SYSTEMS WATER GISTRl9T" RULES AND REGULATIONS FOR CtkiSIRUCTION OF RECLAIMED WATER MAWS OGTOBF7t 1993.. .. TABLE SERVICE LINE CROSSING r r;-- ' POTABLE SERVICE LINE RECLAIMED WATER IRRIGATION MAINLINE V47H SLEEVE U 1,750' -- LENGTH OF DRIP TUBING BING IRRIGATION a! DESCRIPTION NUMBER ! • s • sa B BUBBLERS ! T DRIP TUBING PROS- 06 -CV -R 6" POP -UP BUBBLER HEAD WITH A MSBN -50Q PRESSURE COMPENSATING .50 (1.0 TOTAL) 30 1.5 FT 3.00 INJHR, OVERHEAD MP ROTATORS NOTE: A TELI E " ACAMED�RIG73O W WAR INSTALLATION RECLAIMED WATIRRIAMANURE 24 FROM FACE � In � HORIZONTAL CLEARANCE FROLMTWPK TW PMAINDE E IN TNCSSA 1 s ♦' BOX WITH METER R _0 TYPICAL SECTION OF POTABLE AND RECYCLED WATER LINE CROSSINGS N/A ••P Q N/A N/A N/A R N/A AS APPROVED PURPLE (RECLAIMED WATER) PVC PIPE 3/4" - 3" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE O, T AS APPROVED PURPLE (RECLAIMED WATER) PVC PIPE 2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE O, T EXISTING EXISTING IRRIGATION MAINLINE AND WIRES TO REMAIN; PROTECT IN PLACE, CONTRACTOR SHALL RECONNECT TO THE EXISTING MAINLINE AND WIRES AS N/A SHOWN ON THE PLAN _ e AS APPROVED PURPLE (RECLAIMED WATER) PVC PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2' MINIMUM SIZE) INSTALL ALL P, T PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. COMPLIANCE STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS, I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. IRRIGATION DESIGN AND CONSULTING 323 Rampart Street, Suite 209 3 m� „ter Orange, C 92868 e: into .+sweene Vassoc.com IL (7141 933 8-0458 e w: www.sweeneyassoc.com f: (7141 938 -0456 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN * *ALL POP -UP HEADS SUPPLIED FOR RECYCLED WATER USE SHALL BE 4X30 FT INSTALLED WITH HUNTER' -R -' OPTION FOR PURPLE CAPS RECYCLED WATER IRRIGATION MATERIAL LEGEND PROS- 06 -CV -R 6" POP -UP BUBBLER HEAD WITH A MSBN -50Q PRESSURE COMPENSATING .50 (1.0 TOTAL) 30 1.5 FT 3.00 INJHR, A,B STREAM BUBBLER NOZZLE. EACH SYMBOL REPRESENTS TWO (2) BUBBLERS TO PROVIDE a • * . • SYMBOL TWO (2) BUBBLERS PER TREE. PLACE THE BUBBLER HEADS 6" FROM THE EDGE * i+f•Ri OF THE ROOT BALL OF THE TREE AND ON OPPOSITE SIDES OF THE TREE, DEH SUBMITTAL TYPICAL. ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT Q T H F MANUFACTURER MODEL NO. / DESCRIPTION FLOW RATE (GPM) PSI RADIUS P.R. (TRL) DETAIL Q d 8 O HUNTER PROS- 12- PRS40 -CV 12” POP -UP SHRUB HEAD WITH A MP1000- 90(Q/TlH) /360 ADJUSTABLE NOZZLE 19, .28, .37, .75 40 14 FT 0.45 IN. /HR. A ® Q ® OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" HUNTER PROS- 12- PRS40 -CV 12" POP -UP SHRUB HEAD WITH A MP2000- 90(Q /T /H)/360 ADJUSTABLE NOZZLE .40_57,14, IA7 40 20 FT 0.451N. /HR. A Q o {r THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE SPACING REQUIREMENTS ABOVE AND IN DETAILS. HUNTER PROS- 12- PRS40 -CV 12" POP -UP SHRUB HEAD WITH A MP3000- 90(Q/T /H) /360 ADJUSTABLE NOZZLE .86, 1.34, 1.82, 3.64 40 30 FT 0.45 IN. /HR. A THREADED 90° ELBOW, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A TLO50MA 17mm a� HUNTER PROS- 12- PR840 -CV 12" POP -UP SHRUB HEAD W/ MP LCS /RCS /SS530 NOZZLES 22 44 40 4X15 FT 0 47 iN /HR ADAPTERS. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. FLEXIBLE NIPPLES SHALL BE MODEL #GFN050600 AS AS APPROVED PURPLE (RECLAIMED WATER) PVC PIPE 3/4" - 3" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE O, T AS APPROVED PURPLE (RECLAIMED WATER) PVC PIPE 2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE O, T EXISTING EXISTING IRRIGATION MAINLINE AND WIRES TO REMAIN; PROTECT IN PLACE, CONTRACTOR SHALL RECONNECT TO THE EXISTING MAINLINE AND WIRES AS N/A SHOWN ON THE PLAN _ e AS APPROVED PURPLE (RECLAIMED WATER) PVC PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2' MINIMUM SIZE) INSTALL ALL P, T PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. COMPLIANCE STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS, I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. IRRIGATION DESIGN AND CONSULTING 323 Rampart Street, Suite 209 3 m� „ter Orange, C 92868 e: into .+sweene Vassoc.com IL (7141 933 8-0458 e w: www.sweeneyassoc.com f: (7141 938 -0456 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN * *ALL POP -UP HEADS SUPPLIED FOR RECYCLED WATER USE SHALL BE 4X30 FT INSTALLED WITH HUNTER' -R -' OPTION FOR PURPLE CAPS ® HUNTER PROS- 06 -CV -R 6" POP -UP BUBBLER HEAD WITH A MSBN -50Q PRESSURE COMPENSATING .50 (1.0 TOTAL) 30 1.5 FT 3.00 INJHR, A,B STREAM BUBBLER NOZZLE. EACH SYMBOL REPRESENTS TWO (2) BUBBLERS TO PROVIDE a • * . • • ''I TWO (2) BUBBLERS PER TREE. PLACE THE BUBBLER HEADS 6" FROM THE EDGE * i+f•Ri OF THE ROOT BALL OF THE TREE AND ON OPPOSITE SIDES OF THE TREE, DEH SUBMITTAL TYPICAL. ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT ►.. ... •. . . ! ,1.: ! ! AMENDED SOIL WITHOUT HITTING THE TRUNK OF THE TREE. • ND ER SUPERVISION �,�y�g�� NO.: ,!! It iG l NETAFIM TLHCVXR- RW -5 -12 SUBSURFACE DRIP TUBING (BLACK EXTERIOR COLOR W/ PURPLE STRIPE) WITH 0.53 GPH, PRESSURE COMPENSATING EMITTERS CO, - -- =— - a INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.G. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH COPPER OXIDE INFUSED EMITTERS AND A -- = PHYSICAL BARRIER TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP EMITTERS SHALL BE CONTINUOUS FLUSHING TYPE AND EQUIPPED WITH • • I t#.C•��7i A CHECK VALVE AND ANTI - SIPHON FEATURE. DRIP TUBING SHALL BE INSTALLED 2" BELOW FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ••! k/l2 ROWS A MAXIMUM OF 16.ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE -- — — — - OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" mil• MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582 -9684. THE HATCH PATTERN SYMBOLS ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE SPACING REQUIREMENTS ABOVE AND IN DETAILS. NO SYMBOL NETAFIM CONNECTION BETWEEN HCVXR DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING TL DRIP LINE BARBED FITTINGS, SCH. 40 C,D PVC THREADED FITTINGS, SCH. 80 NIPPLES AND FLEXIBLE NIPPLES. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A 1/2" SCH. 40 PVC THREADED 90° ELBOW, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A TLO50MA 17mm BARB X 1/2" MIPT ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A 1/2" SCH. 40 PVC THREADED TEE FITTING, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 112" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO (2) TL050MA 17mm BARB X 1/2" MIPT ADAPTERS. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. FLEXIBLE NIPPLES SHALL BE MODEL #GFN050600 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582 -9684. NO SYMBOL NETAFIM TL SERIES 17mm BARBED FITTINGS FOR CONNECTIONS BETWEEN DRIP TUBING (TUBING -TO- TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED. C,D — -- — AS APPROVED PURPLE (RECLAIMED WATER) PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1 1/4" MINIMUM SIZE WITH C,D SCH. 40 PVC FITTINGS. ® GPH IRRIGATION/ GDFN DRIP FLUSH / INDICATOR NOZZLE, PURPLE IN COLOR, INSTALLED ONTO A RAIN BIRD 181212" POP -UP SPRINKLER BODY. THE FLUSH NOZZLE SHALL C,E RAIN BIRD BE ORIENTED TO SEND FLUSH WATER INTO THE PLANTER AREA AND CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM. ►� LASCO VXX101N -SC XX" SLO -CLOSE SCH. 80 PVC, TRUE -UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. I INSTALL INSIDE A 10" ROUND VALVE BOX. Q SIGNATURE MODEL #7645 1" QUICK COUPLER VALVE WITH NON - POTABLE LOCKING VINYL COVER AND A LASCO G13S -218 SWING JOINT. J ® HUNTER ICV- XXIG- FS -AS -R -ADJ PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1 ", 1 112" AND 2" SIZES), SET AS -ADJ K PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER / BUBBLER HEAD TO THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE. INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. HUNTER ICV- XXIG -R -FS PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (I" AND 1 1/2" SIZES). INSTALL A DISC FILTER AND AN INLINE PRESSURE L REGULATOR ON THE DOWNSTREAM SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1" DRCV'S INSTALL A RAIN BIRD LCRBY -10013 DISC FILTER AND A SENNINGER 1" PMR -40 -MF PRESSURE REGULATOR. FOR 1 1/2" DRCV'S INSTALL A RAIN BIRD LCRBY -150D DISC FILTER AND A SENNINGER 1 1/4" PMR -40 -HF PRESSURE REGULATOR. USE A 1 1/2" SCH. 40 PVC THREADED COUPLING, A 1 1/2" X 1 1/4" PVC THREADED REDUCER BUSHING, AND A 1 1/4" X 2" SCH. 80 PVC NIPPLE AS REQUIRED TO CONNECT THE 1 1/4" REGULATOR TO THE DOWNSTREAM SIDE OF THE 1 1/2" FILTER. INSTALL THE DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. ® EXISTING EXISTING IRRIGATION CONTROL VALVE TO BE PROTECTED IN PLACE. RECONNECT TO NEW IRRIGATION MAINLINE AND WIRE TO NEW CONTROLLER NIA PQB I.T.S. RETROFIT THE EXISTING 36- STATION HUNTER ]CC RECYCLED WATER IRRIGATION CONTROLLER LOCATED AT THE SOUTHWEST CORNER OF THE PARKING S STRUCTURE (OUTSIDE THE SCOPE OF WORK) IS TO RETROFITTED /UPSIZED INTO A HUNTER ICC2 48- STATION. THE EXISTING IRRIGATION CONTROLLER AND EXISTING SPARE WIRE PATH ARE TO BE RETROFITTED BY IMPERIAL TECHNICAL SERVICES WITH AN ITS/TUCOR MODEL ICC - FPUP- 2 1(2)ICM800 /CBL12 /NF3D -24- PCB /15NFDEC /3NFSP /3GR- K/BLR6 ASSEMBLY, CREATING A HYBRID SYSTEM TO THE EXISTING CONTROLLER TO OPERATE EXISTING VALVES THAT ARE CONVENTIONALLY WIRED AND THE NEW VALVES THAT ARE TO BE INSTALLED ON AND OPERATED VIA THE NEW 2 -WIRE PATH. CONTRACTOR SHALL CONTACT DARYL GREEN WITH IMPERIAL TECHNICAL SERVICES AT 949- 584 -7311 TO SCHEDULE THE RETROFITTING OF THE EXISTING CONTROLLER AND EXISTING SPARE WIRE PATH. AS APPROVED PURPLE (RECLAIMED WATER) PVC PIPE 3/4" - 3" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE O, T AS APPROVED PURPLE (RECLAIMED WATER) PVC PIPE 2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE O, T EXISTING EXISTING IRRIGATION MAINLINE AND WIRES TO REMAIN; PROTECT IN PLACE, CONTRACTOR SHALL RECONNECT TO THE EXISTING MAINLINE AND WIRES AS N/A SHOWN ON THE PLAN _ e AS APPROVED PURPLE (RECLAIMED WATER) PVC PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2' MINIMUM SIZE) INSTALL ALL P, T PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. COMPLIANCE STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS, I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. IRRIGATION DESIGN AND CONSULTING 323 Rampart Street, Suite 209 3 m� „ter Orange, C 92868 e: into .+sweene Vassoc.com IL (7141 933 8-0458 e w: www.sweeneyassoc.com f: (7141 938 -0456 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN \ \O� CAL of i � :j I Z Lejl s klrj gi • _' j � a a • * . • • ''I ■uir�1i•I�n! * i+f•Ri , DEH SUBMITTAL ►.. ... •. . . ! ,1.: ! ! • ND ER SUPERVISION �,�y�g�� NO.: ,!! It iG l •. - __ ___I • • I t#.C•��7i ••! k/l2 mil• \ \O� CAL of DRIPLINE TUBING BLANK TUBING TO -AIR RELIEF VALVE, INSTALL It •- PVC HEADERS EXTEND ACROSS DRIPLINE TUBING EXTENDS TO LIMITS CONNECT DRIP TUBING AT HIGH POINT OF THE DRIP PLANTED AREAS FOR DRIPLINE EXTENDS TO LIMITS SHOWN ON PLANS LINES FOR ARV TUBING SYSTEM TUBING GRID (TYPICAL) SHOWN ON PLANS INSTALL POP -UP SPRINKLER HEAD FLUSH WITH 4 .; FINISHED GRADE IN TURF AREAS - - - - - . - _____ - . - • - • j a ! - - DRIP LINE OF CANOPY TREE I j POP -UP SPRINKLER HEAD, SPRAY OR ROTOR, ! I i f 1! SEE LEGEND FOR BRAND, MODEL, POP -UP I ! E f I III �-. . . �..- . . - . - � � • _ - � � HEIGHT AND NOZZLE REQUIRED ; , i ; i! I� I I I ` ' = - AMENDED BACKFILL MIX, SEE PLANTING PLANS ! dv I I=I I INSTALL POP -UP SPRINKLER HEAP 112" UNDISTURBED SOIL = ABOVE FINISHED GRADE IN SHRUB j i I i ( j AND GROUND COVERS AREAS UN DISCHARGENHEADER UNDISTURBED SOIL : ROOT BALL OF TREE . _ - . - . - . - . �- III -III- DO NOT INSTALL USING SIDE INLET I ° = r - CONNECTION BETWEEN -- f ;a 4f j DRIPLINE AND PVC HEADER PVC DISCHARGE HEADER, SEE PRE - ASSEMBLED TRIPLE SWING JOINT, fi ! " _ PLANS,1 1/4" MINIMUM SIZE HUNTER SJ SERIES OR APPROVEb EQUAL I I ,_ -- S S _ , 6 POP -UP STREAM BUBBLER, 90 DEGREE �-- - - - - - - - - - - - ( } 4 A ARC PATTERN WITH TWO 2 STREAMS, � - - --+ - -- - - LAY LENGTH TO BE 6" MINIMUM I . () - " - SIZE AS PER SPRINKLER INLET -I I $ r ADJUST NOZZLE TO AVOID OVERSPRAY ONTO PVC SUPPLY HEADER, SEE PVC SUPPLY HEADER, SEE I - ` _I I THE TREE TRUNKS AND TO IRRIGATE ROOT `' 4 PLANS,1 1/4" MINIMUM SIZE 41 PLANS, 1 1/4" MINIMUM SIZE SCH 40 PVC SxSxT TEE FITTING BALL AND AMEDNDED SOIL AREA. SEE LATERAL X SPRINKLER INLET SIZE I i 4 " - a _ ,I POP -UP SPRINKLER DETAIL FOR INSTALLATION. v ' ^ a LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED I 4 LATERAL LINE PIPE PVC LATERAL LINE TO ADJACENT f ( _ GRID OF DRIPLINE TUBING, SEE SECTION VIEW - N.T.S. PLANS FOR SIZE, 1 1/4" MINIMUM III TEE FITTING DRIPLINE TUBING ROWS, SPACING APPROXIMATELY AS INDICATED ON THE m 2w � . a m ( _. I LEGEND, ADJUST TO EVEN SPACING NOT TO EXCEED SPACING ON THE LEGEND. NOTE: T€ -, DRIP CONTROL VALVE ROWS ADJACENT TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. SEE PLANS AND DETAILS THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH. INSTALL SPRINKLER HEADS 12 FROM THE FACE OF BUILDING WALLS OR WINDOWS. FOR INSTALLATION INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. LATERAL LINE PIPE PAVING SURROUNDING AND ADJACENT TO PLANTER AREA INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER PVC LATERAL LINE TO ADJACENT VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER. LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. PLAN VIEW - N.T.S. GRIN OF DRIPLINE TUBING, MI SEE PLANS FOR SIZE, 1 1/4114' " MINIMUM NOTE: SEE LEGEND AND PLANS FOR THE NUMBER OF AIR RELEASE VALVES AND FLUSH Qm* mfx s.f a PLAN VIEW - N.T.S. VALVES REQUIRED FOR EACH DRIPLINE CONTROL ZONE. �,qte aiu a hamn we )POP-UP SPRINKLER/ BUBBLER *TREE BUBBLER LAYOUT DRIP TUBING L AYOUT SHRUBS OR GROUND COVERS, INSTALL POP -UP INDICATOR HEAD 10" POP -UP INDICATOR HEAD, WITH A GPH SEE PLANTING PLANS OFF OF PAVEMENT OR THE EDGE OF IRRIGATION DRIP FLUSH NOZZLE, MODEL #GDFN, MULCH LAYER, SEE PLANTING PLANS- PLANTED AREA SERVED BY DRIP TUBING (ORANGE COLORED FOR DOMESTIC, PURPLE FINISH GRADE IN TURF AREAS FOR RECYCLED) NOZZLE TO REMAIN IN THE TURF, SEE PLANTING PLAN ) # � I r - 4" PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND CLOSED POSITION DURING SYSTEM OPERATION I° CAPTIVE STAINLESS STEEL BOLT AND LOGKIT. INSTALL. S- :1t T FINISHED GRADE 4 - - ". AND OPENED FOR SYSTEM FLUSHING. DIRECT FINISHED GRADE- i -n•r m• -•rm - -'Ic -�c FLUSH STREAM INTO PLANTER. FINISH GRADE BOX AT RIGHT ANGLE 70 ADJACENT HARDSCAPE EDGE. AMENDED SITE SOIL =I I I= III =i I ( =I (= III ={ I I= III -I I f j 1/2" HEAT BRAND "MCV" ONTO LID. 2" IN SHRUB BEDS INSTALL POP -UP INDICATOR HEAD BRASS THD. 90 DEG. ELL, TYPICAL DRIP TUBING WITH 0.53 GPH DRIP I-I I -I I I =1 I I -I I I_I I I =I I -I I V= a . v2" ABOVE FINISHED GRADE IN " EMITTERS INSTALLED 12" ON = III =I (- - - _ =I I I =I I I III -III III -I I ( (I -I I i -I I ( -I I -III- SHRUB AND GROUND COVER AREAS WP PRINCIPLE BACKFLOW DEVICE �.� _ 2 - III -III -III III III -I ( -{ I I- I I -j WITH BRONZE WYE STRAINER AND _ " - °fib. , _ FINISHED GRADE ON CENTER INSIDE ENTIRE - �� - UNDISTURBED SOIL III -III= 2 - _ _ = IN SHRUB AREAS LENGTH OF DRIP TUBING - I (� =I I III- III - III - i -I -III- 2 BRASS BALL VALVES, SEE LEGEND _ h - III - III =1 I I �( =1 FOR BRAND, MODEL AND SIZE -I I I=I (I' MIN' P =I i I III 24" WIRE LOOPS AND =III =III - _III =_) - III - III =I I �- SUBSURFACE DRIP TUBING, DEPTH 1 "SMOOTH TOUCH" STAINLESS STEEL :1 I I �I FLOW GPH GDBRY6 WATERPROOF 1/2" MIPT X 17mm BARB MALE AS SHOWN ON LEGEND AND DETAIL BACKFLOW ASSEMBLY ENCLOSURE LO j i= ADAPTER FITTING, TWO (2 REQUIRED III i I , f i_ I I III -III - ANp POLAR BEARIER , IF SPECIFIED WIRE CONNECTORS FOR TEE FITTING, ONE (i }OR 90 ELL I I_I I I I I _ -I _III -)I(= DRIP TUBING BARBED TEE CONNECTOR " -III III I I III III (I 1 95 FOR 6� HEAD D INTO DRIP TUBING LINE " FLOW BRASS NIPPLES, LENGTH AS REQ. PVC MAINLINE TO FLOW SCH. 40 PVC THREADED TEE I I I a III i I= BLANK (NO EMITTERS) DRIP TUBING, BRONZE PRESSURE REGULATOR SENSOR, PIPE PER PLANS OR 90° ELL FITTING, 112" SIZE 12" MINIMUM LENGTH AS REQUIRED TO ACHIEVE W/ GAGE AND UNION, SEE LEGEND 2" MIN. AND SPECIFICATIONS III III fII II III I 12 MIN. 0 'i _ THE REQUIRED DEPTH. BRASS UNION, ONE REQUIRED BRICK SUPPORTS, SCH. 80 PVC THREADED NIPPLE, � I I =I I -I ( -I I i' 1/2" X LENGTH AS REQUIRED =) ( =III- I I I III- RAIN BIRD POP -UP HEAD, 6" OR 12" a ; : • 3 ASSEMBLY SHALL BE SIZED EQUAL TO ( p g 4 REQUIRED GPH IRRIGATION PRODUCTS FLEXIBLE NIPPLE, SEE LEGEND FOR REQUIRED POP -UP 0 ,Ji o �o'Qi #GFN050600,1/2" MIPT X 112" FIPT X 6" LENGTH _I HEIGHT. MODEL 1812 OR 1806. 12" THE BACKFLOW DEVICE SIZE, TYPICAL CONTROL WIRES TO I I- - 111- 11L -LL 1I j :I��I�II_I� -11 I ! jII Ij� -)f,( 1l CONTROLLER, IN CONDUIT SCH. 40 PVC SLIP X SLIP X 1/2" FIPT _ I i POP -UP MODEL SHOWN. I ]Lid ,� 1 I II III IIllL�l I I SCH 80 PVC FEMALE ADAPTER PVC MAINLINE FROM IF INDICATED IN LEGEND III= TEE FITTING, HEADER SIZE BY 1/2" DRIP TUBING BARBED 90° ELBOW I- I- II -II i iI I'II- III II -11 I - _ PVC MAINLINE TO MASTER VALVE BACKFLOW DEVICE OR 3/4" CRUSHED GRAVEL, DRIP TUBING SUPPLY OR DISCHARGE BLANK (NO EMITTERS) DRIP TUBING, CONCRETE BASKET STRAINER, USE 4" MINIMUM DEPTH HEADER, PVC LATERAL LINE PIPE, LENGTH AS REQUIRED. SLAB SCH 80 PVC NIPPLE 6" MIN. LENGTH SCH 80 PVC 45 DEGREE 11/4" MINIMUM SIZE OTHERWISE ELLS TO ACHIEVE MAINLINE LANDSCAPE FABRIC TO SIZE PER THE DR WINGS SCH. 40 PVC THREADED 90° STREET COPPER FEMALE ADAPTER DEPTH AS REQUIRED COVER BOTTOM AND ALL GPH IRRIGATION PRODUCTS 9" PVC ELBOW WITH A DRIP TUBING BARB X TYPE K COPPER PIPE FROM METER SIDES OF VALVE BOX COATED WIRE STAKE #GDTS140900 - 1/2" MIPT MALE ADAPTER FITTING LASCO #896 PVC UNION INSTALLED FIVE 5 FEET ON CENTEE2 SECTION VIEW - N.T.S. SLIP X MIPT, SIZE PER RCV, ELECTRIC MASTER CONTROL O SECTION VIEW - N.T.S. NOTE: ®o fymao�a� oKSa�axa o-� 2 REQUIRED FOR ASSEMBLY SECTION VIEW - N.T.S. VALVE, SEE LEGEND FOR TYPE NOTE: NOTE: CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" &"* W a Awddm W� DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS, INSTALL INDICATOR HEAD 10" FROM THE EDGE OF PAVING OR THE PLANTER EDGE. PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED, NOTE: FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90° ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION, INSTALL ORANGE COLORED INDICATOR NOZZLE ON POP-UP HEAD AND ADJUST TO FULLY CLOSED. THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. FOR CONNECTIONS IN THE MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND FOR RECYCLED WATER USE A GPH IRRIGATION GDFN -R, PURPLE COLOR CODED FLUSH NOZZLE. SECTION VIEW - N.T.S. TWO ADAPTER FITTINGS FOR THE CONNECTION. DRIPLINE TUBING DRIP FLUSH VALEBACKFLDW DEVICE MASTER CONTROL VALVE IRRIGATION CONTROLLER RUN TIMES POC or Controller r f �� POC or Controller r JAN FEB MAR I APR I MAY I JUN I iu_C_T_AUG__FImVI r r • r :. OCT I JAN FEB MAR APR MAY JUN JUL AUG SEP OCT I NOV I DEC I Total / Avg. 4.30 ETo i Month Qnches): 2.10 2.40 140 4.60 5.10 5.30 5.70 5.60 4.30 3,60 2.40 2.00 46.50 0.14 ETo / Day {Inches): 0.07 0,09 0,11 0.15 0.16 0.18 6 0.18 0.14 0.12 0A8 0.06 0.13 6 Irrigation Days/ Week: 6 6 6 6 6 6 6 1 6 6 6 1 6 1 6 6.4 6.8 Plant/ Irrig. Type AKc I Pr Rate IE JAN FEB' MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 7.6 Turf 0.60 1 0.45 0.75 8.4 10.7 13.6 19.1 20:5 22.0 22.9 22.5 17.8 14.5 10.0 8.0 Min.lDaytZone MP Rotators Number of Zones: 1 8.4 10.7 13,8 18.1 20.5 22.0 22,9 22.5 17.8 14.5 10.0 8.0 Total Min.IDay 13.3 Low Shrubs 010 0.45 0.75 2.8 3.6 4.5 6A 6.8 7.3 7.6 7.5 5.9 4.8 3:3 1 2.7 Min. /DayiZone MP Rotators Number of Zones: 2 5,6 7.1 9,1 12,7 13.6 14.7 15.3 15.0 11.9 9.8 6.6 5.4 Total Min, /Day 4.1 Moderate Shrubs 0.35 0.45 0.75 4.9 62 8.0 11.1 11.9 12.8 13.3 13,1 10.4 8,4 5.8 1 4.7 Min,IDaytZone MP Rotators Number of Zones: 2 9.8 12.4 15,9 22.3 23.9 25,6 28.7 26,2 20.8 18,9 11.6 9,4 Total Min, /Day 4.7 Low Shrubs 020 0.70 0.81 1.7 2.1 2.7 3.$ 4.1 4.4 4.5 4.5 3.5 2:9 1 2.0 1 1.6 Min. /DayiZone Drip Tubing Number of Zones 2 3.3 4.2 5,4 7.8 8.1 8.T 9.1 8.9 7.1 5.7 1 4.0 1 3,2 ITotal Min. /Day 2.7 Moderate Shrubs 0.35 0.70 0.81 2.9 33 T7__7 1 2.9 2.0 1 1.6 Min. /Day /Zone 8 6.2 5.0 3:5 2.8 Min./DaylZone Drip Tubing Number of Zones: 7 20.5 25,8 33.2 46.4 49.8 53,4 1 55.6 1 54.6 43.4 35.1 1 24.2 1 19.8 Total Min. /Day Trees 0.80 3.00 0,75 1.7 2.1 2.7 3,8 4.1 4.4 4.6 4.5 3.6 2.9 2.0 1 1.6 Min, /DayiZone Bubblers Number of Zones: 4 6.7 8.5 10.8 15.3 16.4 17.6 18.3 18.0 14.3 11.6 1 8.0 1 6.4 ITotal MinJDay Total Number of Zones: 18 54 69 88 123 132 142 148 145 115 93 64 52 Total Min. /Day Total Controller Run Time in Hours: 0.91 1.15 1.47 2.06 220 2.37 2.46 2.42 1.92 1.56 107 0.88 Totaal Hrs.l�y JAN FEB MAR APR MAY JUN JUL --AU-6-F-8 -EP OCT NOV DEC Note These schedules are intended only for compliance with local municipal codes and the water efficient landscape ordinance. These calculations -rv- W,represent the MAXIMUM REASONABLE run times and are used to ensure that all irrigation may be completed during the specific watering window ;allowed. These schedules do not include rainfall, site soil types, specicic exposures (shade versus sun), actual irrigation days, or specific slope Iposition. It is solely the responsibility of the irrigation contractor to program the controller as required to apply the correct amount of irrigation !water for the landscape. All smart controllers shall be programmed using the specified ET or weather sensing equipment, satellite provided ET - ;data, soil moisture sensors, and rain shut off devices as required. Contractor shall provide a controller schedule inside the controller cabinet prior Ito final turnover of the project to the owner. IRRIGATION CONTROLLER'S' RUN TIMES ♦ r f �� POC or Controller r JAN FEB MAR I APR I MAY I JUN I iu_C_T_AUG__FImVI r r • r :. OCT I NOV I DEC I Total / Avg. � / Month (Inches): 2.10 2.40 3.40 4.60 5.10 5.30 5.70 5.60 4.30 3.60 2.40 2.00 46,50 BETo ETo t Day (Inches): 0.07 0.09 0.11 0.15 0:16 0.18 0.18 0.18 0.14 0.12 0.08 0.06 0.13 irrigation Days/ Week: 6 6 6 6 6 1 6 1 6 6 6 6 6 6 Plant/ Irrig. Type AKc Pr Rate tE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Low Shrubs 0.20 0.45 0.75 2.8 3.6 4.b 6.4 6.8 7.3 7.6 7.5 5.9 4.8 3.3 2.7 Min. /Day /Zone MP Rotators Number of Zones: i 2,8 3.6 4,5 6.4 6.8 73 7.6 7.5 5.9 4.8 3.3 2.7 Total Min.IDay Moderate Shrubs 0.35 0.45 0.75 4.9 6.2 8.0 11.1 11.9 12.8 13.3 13.1 10.4 8.4 5.8 4.7 Min. /DayiZone MP Rotators Number of Zones: 2 9.8 12.4 15.9 22.3 23.9 25.6 26.7 26.2 20,8 16.9 11.6 1 9.4 ITotal Min./Day Low Shrubs 0.20 0.70 01 1 1.7 2.1 2.7 3.8 4.1 4.4 4.5 4.5 3.5 2.9 1 2.0 1 1.6 Min. /Day /Zone Drip Tubing I Number of Zones: 1 3.5 2.9 2,0 1 1.6 ITotal Min. /Day Moderate Shrubs 0.35 0.70 0.81 2.9 3.7 4.7 6.6 7:1 . 7.6 1 7.9 1 7.8 6.2 5.0 3.5 2.8 Min. /Day /Zone Drip Tubing Number of Zones: 4 11.7 14.8 19.0 26.5' 28.4 30.5 31.8 31,2 24.8 20,1 13,8 1 11.2 Total Min. /Day Trees 0.$p 3.00 0.75 1.7 2.1 2.7 3.8 4.1 4.4 1 4.6 4.5 1 3.6 1 2.9 2.0 1 1.6 Min. /Day /Zone Bubblers Number of Zones: 1 0 0.0 0.0 0,0 0.0 0,0 0,0 0,0 OA 1 0,0 1 0,0 1 0,0 0,0 ITotal Min. /Day Total Number of Zones: 8 26 33 42 1 68 71 69 1 55 1 45 31 25 ITotal Min./Day Total Controller Run Time in Hours: 0.43 0.55 0.70 0.98 1.05 11 1.13 1 1.18 1 1.16 0.92 0.74 1 0.61 0.41 JTotal Hrs. /Day JAN FEB MAR APR MAY I JUN JUL I AUG SEP OCT NOV DEC z 7 I S ^Nola. These schedules are intended only for compliance with local municipal codes and the water efficient landscape ordinance. These calculators represent the MAXIMUM REASONABLE run times and are used to ensure that all irrigation maybe completed during the specific watering window allowed. These schedules do not include rainfall, site soil types, specicic exposures (shade versus sun), actual irrigation days, or specific slope position. It is solely the responsibility of the irrigation contractor to program the controller as required to apply the correct amount of irrigation v !water for the landscape. All smart controllers shall be programmed using the specified ET or weather sensing equipment, satellite provided ET data, soil moisture sensors, and rain shut off devices as required. Contractor shall provide a controller schedule inside the controller cabinet prior to final turnover of the project to the owner. ti•: r .c • MR= IRRIGATION DESIGN AND CONSULTING 323 Rampart Street, Suite 209 Orange, Ca 92868 e: inf.@,weeneyassoocom lt: 17341 938 -0456 `°. - w: www.sweeneyassoc. corn f: I]141 938 -0456 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN COMPLIANCE STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS, I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER, UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. ♦ r f �� f r r �i7 � i � iRhl a g � r r • r :. r - •'�'•hr�w.r;. � -� 1 � DEH ISUBMI ♦ a hl ♦ r • r .. f :.. .- r. f . f. r « !i ♦ f r � f f , - y f . ASSHWN VERTICAL: ASSHOWN � � � m. ► '� i a. ° �` ..r � � n " � 1 (1' � � � ♦ p'♦ r tit • r r'.. ♦. � � : l r , ' �� / � s. r♦ � . a ._ � r � . ♦. � 1 � . 1. •... . DEH SUBMITTAL � r r • PION. awl 0 &ffl:,TW"VF%I r� � r:; � FINISH GRADE |N TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH T-CX]VERAND CAPTIVE STAINLESS STEEL BOLT AND LDC^KiT.INSTALL BOX AJ RIGHT ANGLE T0 ADJACENT HAR]SCAPEEDGE. HEAT BR&ND"FS"ONTDLID. FINISHED GRADE IN SHRUB AREAS 24!'WIRE LOOPS AND MIS WIRE CONNECTORS ffrnl ivv � Z11:121111 EMEMM swim l `~~^~`~`^F^-~ PVC MAINLINE TO RCVS MASTER CONTROL VALVE, PIPE PER PLANS AND SPECS. mu FITTINGS WITHIN 1oPIPE BRICK SUPPORTS, uIA.or STREAM AND aPIPE 4REQU|RED DIA. DOWN STREAM OF SENSOR CONTROL WIRES TO 3x+'uRuunEut,m*vEL~~----~—~^ CONTROLLER, (NCONDUIT * MINIMUM DEPTH !F INDICATED |NLEGEND LANDSCAPE FABRIC TO FLOW SEN8ORSEE LEGEND {�CA��RBQTTOk�AND ALL FOR BRAND, ��DELAND SIZE SIDES DF\AJ�'EBOX �� USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. USEECH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED. ( FLOW SENSOR FINISH GRADE |N TURF AREAS —PRESSURE REGULATOR —WYE FILTER PLASTIC RECTANGULAR'JUMBO'VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND"RCV"AND CONTROL STATION #ONTO LID. FINISHED GRADE 2' IN SHRUB AREAS 24u WIRE LOOPS AND PVC PIPE, � 11 11 GPH GDBRY6 WATERPROOF SIZE PER PLANS, WIRE CONNECTORS TYPE PER LEGEND FLOW SCH. 80 PVC SLIP 90 DEGREE ELL USE STANDARD 2" MIN SCH, 40 PVC PIPE OR BOX OPENINGS SCH. 80 T.O.E. NIPPLE FOR PIPE, DO WITH D.I. SERVICE TEE NOTCUTBOX .0. t TAPE WIRES TO PIPE BRICK SUPPORTS, SCH. 80 PVC SLIP TEE 4 REQUIRED OR LEEMCO DUCTILE IRON BEIT SERVICE TEE LASCO #896 PVC UNION FOR USE ON BELL AND SLIP X MIPT, SIZE PER RCV, GASKET MAINLINE PIPE 2 REQUIRED FOR ASSEMBLY 3/4" CRUSHED GRAVEL, ELECTRIC REMOTE CONTROL 4i'MINIMUM DEPTH VALVE, SEE LEGEND FOR TYPE LANDSCAPE FABRIC TO SPARE CONTROL WIRE, LOOP COVER BOTTOM AND ALL 48"LENGTH INTO EACH RCV BOX SECTION VIEW N.T.S. SIDES OF VALVE BOX ) DRIP RCV ASSEMBLY 6. SECTION VIEW - N.T.S. 1011 BALL VALVE STAINLESS 3TE FL|PTOPUD.SH8VVN |N OPEN POSITION CONTROLLER STAINLESS STEEL 1G" WIDE TOP-ENTRY CONTROLLER ENCLOSURE NEK4A3R RAINPROOF RATED CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 38^Hx16lNx15.5"D POWER SWITCH ----~~~� AND RECEPTACLE FINISHED GRADE i FILL BASE OF QUICKPAD WITH PEA GRAVEL TD TOP OF BASE UNIT SITE SOIL FINISHED GRADE |N TURF AREAS PLASTIC 18" ROUND VALVE BOX WITH T'COVER AND CAPTIVE STAINLESS STEEL BOLT AND L(}C'K|T. HEAT BRAND "BV" ONTO LID. FINISHED GRADE |N SHRUB AREAS 7 LAS[|U'`SL0-CLQSE"SCM.8uPVC, - TRU^UN|ON BALL VAB/E' SOLVENT WELD CONNECTIONS. SIZE BALL //— VALVE PER THE MAINLINE SIZE fy'PVC CL. 1G0 PIPE, LENGTH AS REQUIRED, 12°MINIMUM 2-m BRICK SUPPORTS, , THREE REQUIRED *�~ ONE CUBIC FOOT OF � 3/N, CRUSHED GRAVEL � 7, PROVIDE ONE 3B"3TEELVALVE �~ KEY FOR EA. 3 VALVES INSTALLED PVC IRRIGATION MAINLINE, SEE LEGEND FOR SPECIFICATION ~�- -SOLVENT WELD CONNECTIONS 11/4" PVC ��- SWEEP FOR ELECT. SERVICE I" PVC CONDUITISWEEP FOR ET GAGE WIRES * FOR TELEPHONE LINE SECTION VIEW - Nj DUAL HYDRAULIC PISTONS TO SUPPORT LID |NOPEN POSITION FOR ACCESS /:::RAIN SENSOR INSIDE A STRONGBOXRGVRSG ENCLOSURE, WIRE Ty CONTROLLER —TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION ' STAINLESS STEEL, Ul.LISTED, PREQR|LLED,REWOVA8LE / BACKBOARD. REMOVABLE FRONT / ' PANEL NOT SHOWN STR[)N8QOX[}U|CKPAD ENCLOSURE MOUNTING PAD WITH PREFORMED ALUMINIUM PAD, PLASTIC BASE AND ALL STAINLESS STEEL HARDWARE � CONDUITS LISTED WITH AN SHALL ONLY 8G INSTALLED IF il EQUIPMENT }SSPECIFIED �114"PVCCUNDU|TIOVVGEP FOR COMMUNICATION CABLE TU OTHER CONTROLLERS * 3« PVC CONDU|TSVVEEPFOR CONTROL WIRES TOVALVES 11/4v PVC CONDUIT/ SWEEP FOR GROUND WIRE 1"PVC CONDUIT/SWEEP FOR �. FLOW SENSUR/MOV WIRES ^ * TOP-ENTFR"1 PEDESTAL CONTROLLER -FINISHED GRADE |N TURF AREAS PLASTIC 10" ROUND VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. HEAT BRAND "QCV"ONTO LID. FINISHED GRADE IN SHRUB AREAS 3. QUICK COUPLING VALVE, SEE J I IHEI I I=— LEGEND FOR BRAND AND MODEL 0 34- CRUSHED GRAVEL, 4" MINIMUM DEPTH --LANDSCAPE FABRIC TO 00 0 co 0(-4 COVER BOTTOM AND ALL 0 SIDES OF VALVE BOX BRICK SUPPORTS, 3 REQUIRED PVC MAINLINE LASCO SNAP-LOK PVC SWING SEE LEGEND AND JOINT Wif MALE BRASS STABILIZER SPECIFICATIONS ELBOW AND SNAP-LOK COLLAR 3/4" QCV USE MODEL G13T-310 SCH 80 PVC SxSxT TEE FITTING, MAINLINE x QCV INLET SIZE SECTION VIEW - N.TS, 24" LONG, TWO REQUIRED USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. NOTE: QUICK COUPLER VALVES INSTALLED ALONG RECYCLED WATER MAINLINE ARE TO BE OF THE TYPE APPROVED FOR RECYCLED WATER USE; REFGRTUREC9CLEDVKATER|RRI@AT|ONLEGENDFOR MANUFACTURER AND MODEL NUMBERS �01 QUICK COUPLER VALVE ON-1 11 FINISHED GRADE |N TURF AREAS PLASTIC 10" ROUND VALVE BOX WITH T-CQVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC^K|T. HEAT BRAND "GRD" ONTO UD. FINISHED GRADE iN SHRUB AREAS BARE COPPER GROUND WIRE CONNECTED TO THE ROD NXBRASS CLAMP OR"CA} WELD" |NPLACE NATK/EOR UNDISTURBED SITE SOIL —FILL i/2OF VALVE BOX WITH COMPACTED SITE SOIL BRICK SUPPORTS, 3REQUIRED _1111M= Ell 60'%&G" COPPER CLAD (�RUUND ROD INSTALLED INTO COMPACTED SITE SOIL PRIOR TO SETTING BOX GROUND ROD MUST 8E LOCATED A MINIMUM 0F TEN (10) FEET FROM THE IRRIGATION CONTROLLER BARE #6 COPPER GROUND WIRE FROM CONTROLLER NOTE: CONTRACTOR |S REQUIRED TO CONTACT 811ORD(G/8,ERTA MINIMUM OFTWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT AND SPECIFICALLY PRIOR TDTHE INSTALLATION DF ANY GROUNDING RODS. DIAL 01!OR LOG ONTO VNKWI.|6ALERT.ORG. EACH CONTROLLER SHALL HAVE A MINIMUM `OF ONE M\ GROUND ROD INSTALLED. 45 GROUND ROD SHALL 8E INSTALLED /\ MINIMUM OF TEN (1O) FEET AWAY FROM THE IRRIGATION CONTROLLER OR ANY CONTROL WIRE PATH. ( )GROUNDING ROI �4.1 PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV"AND CONTROL STATION # ONTO LID. I FINISHED GRADE 2" IN SHRUB AREAS 24" WIRE LOOPS AND PVC PIPE, GPH GDBRY6 WATERPROOF SIZE PER PLANS, WIRE CONNECTORS R SCH. 80 PVC SLIP LEGEND 90 DEGREE ELL BOX OPENINGS NOT CUT BRICK SUPPORTS, 4 REQUIRED LASCO #896 PVC UNION 2 REQUIRED FOR ASSEMBLY ELECTRIC REMOTE CONTROL VALVE, SEE LEGEND FOR TYPE SPARE CONTROL WIRE, LOOP 48" LENGTH INTO EACH RCV BOX SECTION VIEW - N.T.S. SCH. 40 PVC PIPE OR SCH. 80 T.O.E. NIPPLE WITH D.I. SERVICE TEE TAPE WIRES TO PIPE SCH. 80 PVC SLIP TEE OR LEEMCO DUCTILE [RON BBT SERVICE TEE FOR USE ON BELL AND GASKET MAINLINE PIPE 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX ( ) REMOTE CONTROL VALVE |- /- - - UNDISTURBED SITE SOIL -/ CLEAN, COMPACTED EACKF|LLSOIL, |� SEE SPECIFICATIONS IRRIGATION NON-PRESSURE LATERAL LINE IRRIGATION PRESSURE MAINLINE LOW VOLTAGE CONTROL WIRES, |N CONDUIT |F SPECIFIED 0NLEGEND CLEAN SOIL PIPE BEDDING, SEE CHART SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART NOTE: CONTRACTOR |G REQUIRED TO CONTACT 811OR0GALERTAMINIMUM OF TWO CB DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 DR LOG ONTO WWW.D|GALERT.0RG. (:§) PIPE INSTALLATION' IRRIGATION DESIGN AND C0N5ULT|NG u1oompu,Street, Suite 209 0moxo,m92868 1. ^.mm@`wom^'o,mo.,vmx.nm)o38+^m ~am��' if! (,m) 93:-m`6 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN COMPLIANCE STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMP LEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. � DESCRIPTION SPECIAL DISTRICT APPROVAL ENGINEERING DIVISION APPROVALS 4-2111:4 NEEN IR 1&6�ffl 11 1 UUMUTTVTTV 11111111 a 3 *]:we] -.41 W Im grim aggma!j EMU z 0. VERTICAL: AS SHOWN 1 0 DATE: EXP.: 03-31-2020 ENDED: ov CITYZN IN A 91 /9 1 DATE DATE ommomm—wo A CAL i F&I NOTE: SECTION V IEW -11N. CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR NOTE: g°°" it e°' "' TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. WIRE CONNECTOR SHALL BE A GPH IRRIGATION GDBRY6 DIRECT BURY SPLICE KIT SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHEN KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE. AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR 2 #12 SECTION VIEW - N.T.S. PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL (i.wigni 2017 Sme s maacbu, mr. I REQUIRE A LARGER APPROVED WIRE CONNECTION. LOW VOLTAGE WIRES, 3 MAXIMUM WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE POLY TUBE PRE- FILLED WITH WATERPROOF GEL LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE CONNECTOR ONTO WIRES TO SEAT FIRMLY. WIRES • )SLEEVE INSTALLATION OM m ~oti-oz maNFv FF-- �uW �wwa� oM � W€ 0 °oR oi�Fe 0SH1 �W ZQF W♦" S 29� 8oz0d in zo qw SWer a aRN S0liloi-i g�h�U o¢w�a �Eg�> >morKd o� oz &Do z flxB�a- 0 awzo Nmw� o� a g Mw � aa�rz LEGEND A® LOSS CALCULATIONS POC'2': WATER EFFICIENT LANDSCAPE WORKSHEET m red element afthetandscope Documentation Package Thisworksheet fsfiledout by theproject applicant and itfs a requf ZONE CONTROL VALVE MV� WATER METER SIZE (Inches) MASTRE VALVE ® NF3DDEC LINE DECODER UNDER R PAVING SENSOR DECODER (if applicable) ® FLOW SENSOR (if applicable) " i F&I NOTE: SECTION V IEW -11N. CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR NOTE: g°°" it e°' "' TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. WIRE CONNECTOR SHALL BE A GPH IRRIGATION GDBRY6 DIRECT BURY SPLICE KIT SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHEN KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE. AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR 2 #12 SECTION VIEW - N.T.S. PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL (i.wigni 2017 Sme s maacbu, mr. I REQUIRE A LARGER APPROVED WIRE CONNECTION. LOW VOLTAGE WIRES, 3 MAXIMUM WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE POLY TUBE PRE- FILLED WITH WATERPROOF GEL LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE CONNECTOR ONTO WIRES TO SEAT FIRMLY. WIRES • )SLEEVE INSTALLATION OM m ~oti-oz maNFv FF-- �uW �wwa� oM � W€ 0 °oR oi�Fe 0SH1 �W ZQF W♦" S 29� 8oz0d in zo qw SWer a aRN S0liloi-i g�h�U o¢w�a �Eg�> >morKd o� oz &Do z flxB�a- 0 awzo Nmw� o� a g Mw � aa�rz LEGEND A® LOSS CALCULATIONS POC'2': WATER EFFICIENT LANDSCAPE WORKSHEET m red element afthetandscope Documentation Package Thisworksheet fsfiledout by theproject applicant and itfs a requf ZONE CONTROL VALVE MV� WATER METER SIZE (Inches) MASTRE VALVE ® NF3DDEC LINE DECODER ® SENSOR DECODER (if applicable) ® FLOW SENSOR (if applicable) ......... EXISTING COMMON WIRE EXISTING CONTROL WIRE - - - - JUMPER WIRES -.- -- TUCOR WIRE (TWO- WIRE PATH) DECODER WIRES 4 WIRE CONNECTION CONTROLLER "A" 24V MVFS C 1 2 3 4 5 6 1 6 (D ®S (D® 949 { Ilil 1 �r�III { I�t J�_J IIlll ...................... HI II A B C D [104 1 a] 4xvivil r NOT TO SCALE NF3D -24 NOTES: 1. TWO MINIMUM PER SITE 2. REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC IN A SIZE NO LESS THAN 4" HIGH X 8" WIDE. ifl DESIGN NOTES: 1. 11/4" GALVANIZED STEEL U- CHANNEL, OR BOX POST 2. FINISH GRADE 3. CONCRETE FOOTER 4. 9 "x14 "x1(8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 INSTALL WITH 318" STAINLESS STEEL BOLTS AT A MINIMUM OF TWO LOCATION - LENGTH AS REQUIRED. USE 1" DIAMETER WASHER TO PROTECT SIGN. 5. HP WHITE VINYL GRAPHICS FOR MINIMUM WORDING REQUIRED ON SIGNAGE REFERENCE THE ON-SITE NOTES LETTER "L ". SECTION VIEW - N.T.S. (: ) RECYCLED WATER SIGN IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3, THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS E S IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11, ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. EXISTING IRRIGATION NOTES NOTE A: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE, NOTE B: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION I AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURE AND MODEL. i NOTE C: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF WORK. NOTE D: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. NOTE E: CONTRACTOR O SHALL RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR O BIDDING O i EPR RT D N G W R K AND PRIOR TO STARTING WORK. NOTE F: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK. NOTE G: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO STARTING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTE H: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE WATER PRESSURE LOSS CALCULATIONS POC'2': WATER EFFICIENT LANDSCAPE WORKSHEET m red element afthetandscope Documentation Package Thisworksheet fsfiledout by theproject applicant and itfs a requf WATER METER NUMBER WATER METER SIZE (Inches) HYDRAULIC GRADE LINE (FT) WATER METER ELEVATION (F I) DIVISION • Project Name x E WING NO. 4. . ELEVATION DIFF EE N CE ( T) M IN. RE .STATIC PRE SSU REP S 58.0 - )_ _,- SUJL'f IiC j * associates Pro ectAddress -.,.. ....... .......... ... 4.+ t : .+' REMOTE CONTROL VALVE # B6 REMOTE CONTROL VALVE SIZE (In.) 1.50 R.C.V. DEMAND (GPM) 29 TOTAL DEMAND (GPM) a 29 HIGHEST HEAD SERVED (FT) STATIG PRESSURE AT HIGHEST - :- - - Reference Eva otrans iration ETo in./Yr. Residential Project? - - -_.� R .)_..(_ �_.. _ ...1.._ . ' PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT sweene +associates BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY � drozone# Plant Irngatlon irrigation ETAF Landscape ETAF Estimated Total ..... -..._ A',. .; ;; ,,, ,„; , 11.1 , :.; OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUTplantin _._ L. _.111-11-_ Factor Method? Efflaency (PF% IE} Area _....__._.._.ffl _ z 1Nater Use WRITTEN PERMISSION. Descri tion? (IF1 (Sq. Ft.) - _.. Area (ETWU). SIZE (Inches) DESCRIPTION ; FLOW # LOSS Special Landscape Areas SERVICE LINE (50 FT OF TYPE K COPPER) 29 1 0.00 PSI 1.00 J „ 20,76$ 598,741 WATER METER (C/MTYPE) 29 2 0.00 PSI I _ Totals: 2A,768 1 20,768 FILTRATION (WYE FILTER) 29 4 0.00 PSI j Estimated Total Water Use (ETWU) Total: ---- m" Maximum Applied Water Allowance (MAWA )? 598,741 598,741 , PRESSURE REGULATOR (WILKINS 5WHLR) 5 0.00 PSI MASTER CONTROL VALVE i 29 7 0.00 PSI _. ? Hydrozone # J Planting Description ? Irngatlon Method irration FLOW SENSOR 29 8 0.00 PSI 2.00 ISOLATION VALVES (BALL TYPE) 29 9 1.00 PSI µ? E Overhead Spray of �a75forSproy 2,00 550 FEET OF MAINLINE: CL. 315 PVC I 29 10 3.88 PSI K)= FEET OF MAINLINE: CL. 315 PVC 11 0.00 PSI _ _ _c..._.. 1.) Front Lawn - i Drip 1 '0. 81 for Drip mm 2) Low Water Use Plantings _'. 3.) Medium Water er Use Plantings 3 - - - -- ! -- - - ? (Annual Gallons Requrred) Flo x 0 62x ETAFx Area ; K>00( FEET OF MAINLINE: CL. 315 PVC 12 0.00 PSI 2.00 3 - 90 DEGREE ELBOWS 29 13 0,23 PSI 1.50 REMOTE CONTROL VALVE ASSEMBLY 29 14 1.50 PSI 10/a LATERAL LINE LOSSES; 29 15 4.00 PSI 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 18 0.78 PSI here 0 62 is a conversion factor that converts acre-inches/acre/year to gallonsJsquare footjyear. w _.._ ? MAWA (Annual Gallons All owed) = ETo x 0 62x ((ETAF x LA) f ((1 ETAF) x SLA)) Where 0 62 is a conversion factor that converts acre - inches /acre /year to goNons /square foot /year, m LA is the total landscape area in square feet, SLA is the total special tandscape area ins care eet, f 0.00 ELEVATION N GHANGE (ROC. TO HIGHEST HEAD) NIA 17 0.00 PSI TOTAL SYSTEM PRESSURE LOSS {SUM OF #1 THRU #17) 18 11.4 PSI PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) 19 40.0 PSI TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) 20 51.4 PSI STATIC WATER PRESSURE (FROM ABOVE) 21 58.0 PSI RESIDUAL PRESSURE (SUBTRACT #20 FROM #21) I 22 6.6 PSI and ETAF is 0 SS for residential protects and 0 45for nun- residential projects. I _.,.__m J _.,. M__. -. _ _ ._ _ _ i _ Evapotranspiration Adjustment Factor (ETAF) Calculations SET PRV OR MCV AT (#20 PLUS 10 PSI) 23 NIA PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 241 NIA PSI #DIV /O! # 045 ( i I Regular landscape Areas All Landscape Areas _ Total ETAF x Area 0 Total ETAF x Area 20,768 TotalArea 0 Total Area. 20;768 Average ETAF #DIV /01 Average ETAF 1 CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE 1: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE.' CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY. Sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 Orange, Ca 92868 e: info@sweeneyassoc.com t (714) 938 -0456 ' w: mww.sweeneyassoa eom if: (7141 938 -0456 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN COMPLIANCE STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL, I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. • DESCRIPTION � DIVISION • ! # s # WING NO. 4. . DEHSUMnTAL1 • _ . a. . . - • • :- . - . I AS SHOWN VERTICAL: AS SHOWN L ,! •.,,;�� ` ICI e i DATE: NO.: t ' -' 03-31-2020 - ... OV?: a a JES/E OWENS EDWARD J. W ER CITYINGINI DA le If IRRIGATION DETAILS SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 354 SANTA FE DRIVE SCRIPPS HEALTH 13818-G IM11101 DEH SUBmrFTAL 2 • t•: LANDSCAPE IRRIGATION SPECIFICATIONS PART1- GENERAL 1.1 SUMMARY A. IT IS THE INTENT OF THE SPECIFICATIONS AND DRAWINGS THAT THE FINISHED SYSTEM IS COMPLETE IN EVERY RESPECT AND SHALL BE READY FOR OPERATION SATISFACTORY TO THE OWNER. B. THE WORK SHALL INCLUDE ALL MATERIALS, LABOR, SERVICES, TRANSPORTATION, AND EQUIPMENT NECESSARY TO PERFORM THE WORK AS INDICATED ON THE DRAWINGS, IN THESE SPECIFICATIONS, AND AS NECESSARY TO COMPLETE THE CONTRACT. 12 CONSTRUCTION DRAWINGS A. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. B. ALL WORK, MATERIALS, EQUIPMENT AND COMPONENTS CALLED FOR ON THE DRAWINGS BY LEGEND, NOTES OR D DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. WHEN AN ITEM IS SHOWN ON THE DRAWINGS BUT NOT SHOWN ON THE SPECIFICATIONS OR VICE VERSA, IT SHALL BE DEEMED TO BE AS SHOWN ON BOTH. THE LANDSCAPE ARCHITECT SHALL HAVE FINAL AUTHORITY FOR CLARIFICATION. C. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS. IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AS SOON AS DETECTED. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. 1.3 QUALITY ASSURANCE A PROVIDE AT LEAST ONE ENGLISH SPEAKING PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED AND THE MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. B. MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURER OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. C. ALL LOCAL, MUNICIPAL, AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES AND REGULATIONS OF THE SAME. HOWEVER. WHEN THESE SPECIFICATIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS, THE PROVISIONS OF THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. D. ALL MATERIALS SUPPLIED FOR THIS PROJECT SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL DEFECTIVE MATERIALS SHALL BE REPLACED IMMEDIATELY AT NO ADDITIONAL COST TO OWNER. E. THE CONTRACTOR SHALL SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. 1.4 SUBMITTALS A. SUBMITTALS MATERIALS LIST: 1. AFTER AWARD OF CONTRACT AND BEFORE ANY IRRIGATION SYSTEM MATERIALS ARE ORDERED FROM SUPPLIERS OR DELIVERED TO THE JOB SITE, SUBMIT TO THE OWNER A COMPLETE LIST OF ALL IRRIGATION SYSTEM MATERIALS, OR PROCESSES PROPOSED TO BE FURNISHED AND INSTALLED AS PART OF THIS CONTRACT. 2. THE SUBMITTALS MATERIALS LIST SHALL INCLUDE THE FOLLOWING INFORMATION: A. A TITLE SHEET WITH THE JOB NAME, THE CONTRACTORS NAME, CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, SUBMITTAL DATE AND SUBMITTAL NUMBER. B. AN INDEX SHEET SHOWING THE ITEM NUMBER (1.E. 1,2,3, ETC.); AN ITEM DESCRIPTION (I.E. SPRINKLER HEAD); THE MANUFACTURER'S NAME (I.E. HUNTER INDUSTRIES); THE ITEM MODEL NUMBER I.E. 1.40- ADVI36V): AND THE PAGE(S) IN THE SUBMITTAL SET THAT CONTAIN THE CATALOG CUTS, C. THE CATALOG CUTS SHALL BE ONE OR TWO PAGES COPIED FROM THE MOST RECENT MANUFACTURER'S CATALOG THAT INDICATE THE PRODUCT SUBMITTED. DO NOT SUBMIT PARTS LISTS, EXPLODED DIAGRAMS, PRICE LISTS OR OTHER EXTRA INFORMATION. D. THE CATALOG CUTS SHALL CLEARLY INDICATE THE MANUFACTURER'S NAME AND THE ITEM MODEL NUMBER. THE ITEM MODEL NUMBER. ALL SPECIFIED OPTIONS AND SPECIFIED SIZES SHALL BE CIRCLED ON THE CATALOG CUTS. E, SUBMITTALS FOR EQUIPMENT INDICATED ON THE LEGEND WITHOUT MANUFACTURER NAMES, OR "AS APPROVED ", SHALL CONTAIN THE MANUFACTURER, CLASS OR SCHEDULE, ASTM NUMBERS AND/OR OTHER CERTIFICATIONS AS INDICATED IN THESE SPECIFICATIONS. 3. SUBMITTAL MATERIALS LIST FORMAT REQUIREMENTS: A. SUBMITTALS SHALL BE PROVIDED AS ONE COMPLETE PACKAGE FOR THE PROJECT. MULTIPLE PARTIAL SUBMITTALS WILL NOT BE REVIEWED. B. SUBMITTAL PACKAGE SHALL BE STAPLED OR BOUND IN SUCH A WAY AS TO ALLOW FOR DISASSEMBLY FOR REVIEW PROCESSING. SUBMITTALS SHALL NOT 14AVE TABS, TAB SHEETS, SPIRAL BINDING, OR ANY OTHER TYPE OF BINDING THAT WILL INTERFERE WITH AUTOMATED COPYING OF SUBMITTALS. G SUBMITTAL PACKAGE SHALL HAVE ALL PAGES NUMBERED IN THE LOWER RIGHT HAND CORNER. PAGE NUMBERS SHALL CORRESPOND WITH SUBMITTAL INDEX. D. RE- SUBMITTED PACKAGES MUST BE REVISED TO INCLUDE ONLY THE EQUIPMENT BEING RE- SUBMITTED. EQUIPMENT PREVIOUSLY REVIEWED AND ACCEPTED SHALL NOT BE RE- SUSMITTEO IN THE MATERIALS LISVINDEX SHEET OR IN THE CATALOG CUT SHEET PACKAGE. B. SUBSTITUTIONS: IF THE IRRIGATION CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THOSE EQUIPMENT OR MATERIALS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS, HE MAY DO SO BY PROVIDING THE FOLLOWING INFORMATION TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL. 1. PROVIDE A WRITTEN STATEMENT INDICATING THE REASON FOR MAKING THE SUBSTITUTION. 2. PROVIDE CATALOG CUT SHEETS, TECHNICAL DATA, AND PERFORMANCE INFORMATION FOR EACH SUBSTITUTE ITEM. 3. PROVIDE IN WRITING THE DIFFERENCE IN INSTALLED PRICE IF THE ITEM IS ACCEPTED. C. THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO SUBSTITUTIONS WITHOUT PRIOR WRITTEN ACCEPTANCE, D. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. E. THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL NOT REVIEW THE SUBMITTAL PACKAGE UNLESS PROVIDED IN THE FORMAT DESCRIBED ABOVE. F. IRRIGATION PLANS ARE DIAGRAMMATIC. MAINLINES AND RELATED EQUIPMENT ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE ACTUAL CONTRACTOR PROPOSED LOCATIONS FOR THE VARIOUS IRRIGATION EQUIPMENT LISTED BELOW SHALL BE REVIEWED AND APPROVED PRIOR TO INSTALLATION. CONTRACTOR SHALL SUBMIT TO THE OWNER A SHOP DRAWING FOR VALVE BOX LAYOUTS PRIOR TO INSTALLATION. THE SHOP DRAWING SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER. 1. SHOW LOCATIONS FOR THE FOLLOWING ITEMS: A POINT OF CONNECTION (INCLUDING WATER POC, SACKFLOW DEVICES, MASTER CONTROL VALVES, FLOW SENSORS, ETC.) S. ISOLATION VALVES C. AUTOMATIC REMOTE CONTROL VALVES (INDICATE STATION NUMBER AND SIZE) D. QUICK COUPLING VALVES E. DRIP AIR RELIEF AND/OR FLUSH VALVES F. IRRIGATION CONTROLLERS) G. RELATED EQUIPMENT (AS MAY BE DIRECTED) 2. VALVE BOX SHOP DRAWINGS SHALL INCLUDE THE PROPOSED LOCATIONS FOR EACH PIECE OF EQUIPMENT SHOWN ABOVE. INCLUDE TWO DIMENSIONS FROM TWO PERMANENT POINTS OF REFERENCE SUCH AS BUILDINGS, SIDEWALKS, CURBS, STREETLIGHTS, HYDRANTS, ETC. FOR EACH PIECE OF IRRIGATION EQUIPMENT SHOWN ABOVE. WHERE MULTIPLE COMPONENTS ARE INSTALLED WITH NO REASONABLE REFERENCE POINT BETWEEN THE COMPONENTS, DIMENSIONING MAY BE MADE TO THE IRRIGATION EQUIPMENT. ALL IRRIGATION SYMBOLS SHALL BE CLEARLY SHOWN MATCHING THE IRRIGATION LEGEND FOR THE DRAWINGS. 3. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQUIPMENT PER THE OWNER APPROVED SHOP DRAWINGS. 4. ONCE APPROVED, THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. 1.5 EXISTING CONDITIONS A. THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATIONS, SIZE AND DETAIL OF POINTS OF CONNECTION PROVIDED AS THE SOURCE OF WATER, ELECTRICAL SUPPLY, AND TELEPHONE LINE CONNECTION TO THE IRRIGATION SYSTEM. B. IRRIGATION DESIGN IS BASED ON THE AVAILABLE STATIC WATER PRESSURE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY STATIC WATER ON THE PROJECT PRIOR TO THE START OF CONSTRUCTION. SHOULD A DISCREPANCY - EXIST, NOTIFY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION. C. PRIOR TO CUTTING INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWER SEPTIC TANKS, AND OTHER UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT AND OWNER WHO WILL ARRANGE FOR RELOCATIONS. THE CONTRACTOR WILL PROCEED IN THE SAME MANNER IF A ROCK LAYER OR ANY OTHER SUCH CONDITIONS ARE ENCOUNTERED. D. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN COST; ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. E. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR INSTALLATION OF REQUIRED SLEEVING AS SHOWN ON THE PLANS PRIOR TO PAVING OPERATIONS. F. THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE EXISTING IRRIGATION SYSTEMS IN AREAS ADJACENT TO AND WITHIN THE PROJECT AREA OF WORK. G. THE CONTRACTOR SHALL PROTECT ALL EXISTING IRRIGATION SYSTEMS, IN AREAS ADJACENT TO AND WITHIN THE PROJECT AREA OF WORK, FROM DAMAGE DUE TO HIS OPERATIONS. H. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IF ANY EXISTING SYSTEM IS TEMPORARILY SHUT OFF, CAPPED OR MODIFIED. PROVIDE 48 -HOUR NOTICE, PRIOR TO TURNING OFF OR MODIFYING ANY EXISTING IRRIGATION SYSTEM. I. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL EXISTING IRRIGATION SYSTEMS, IN AREAS ADJACENT TO AND WITHIN THE PROJECT AREA OF WORK, DAMAGED BY THE CONSTRUCTION OF THIS PROJECT. ADJACENT IRRIGATION SYSTEMS SHALL BE MADE COMPLETELY OPERATIONAL AND PROVIDE COMPLETE COVERAGE OF THE EXISTING LANDSCAPED AREAS, ALL REPAIRS SHALL BE COMPLETE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. J. THE CONTRACTOR SHALL PROVIDE BORE HOLES UNDER ANY EXISTING PAVEMENT OR PAVING ENCOUNTERED FOR THE REQUIRED LATERAL, MAINLINE AND LOW VOLTAGE CONTROL WIRE SLEEVING. BORE HOLES UNDER 2 INCHES IN DIAMETER AND SMALLER SHALL BE MADE WITH A BULLETMOLEO UNDERGROUND BORING TOOL AS MANUFACTURED BY DIMENSION TOOLS, LLC (CONTACT TELEPHONE NUMBER (888) - 6505554 OR AT W W W,BULLETMOLE.COM). BORE HOLES LARGER THAN 2INCHES IN DIAMETER SHALL BE MADE WITH AN APPROVED MECHANICAL BORING TOOL. NO AIR JACKING OR HYDRAULIC BORING OF ANY KIND SHALL BE ALLOWED, 1.6 INSPECTIONS A. THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE WORK AND SHALL PROVIDE SAFE ACCESS FOR SUCH VISITS. B. WHERE THE SPECIFICATIONS REQUIRE WORK TO BE TESTED BY THE CONTRACTOR, IT SHALL NOT BE COVERED OVER UNTIL ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND/OR GOVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN THE WORK IS READY FOR TESTING. SHOULD ANY WORK BE COVERED WITHOUT TESTING OR ACCEPTANCE, IT SHALL BE, IF SO ORDERED, UNCOVERED AT THE CONTRACTOR'S EXPENSE. C. INSPECTIONS WILL BE REQUIRED FOR THE FOLLOWING AT A MINIMUM: I . PRE - CONSTRUCTION MEETING. 2, SYSTEM LAYOUT. 3. PRESSURE TEST OF IRRIGATION MAINLINE (FOUR HOURS AT 125 PSI OR 120/ OF STATIC WATER PRESSURE, WHICHEVER IS GREATER.) MAINLINE PRESSURE LOSS DURING TEST SHALL NOT EXCEED 2 PSI. 4. COVERAGE TEST OF IRRIGATION SYSTEM.. TEST SHALL BE PERFORMED PRIOR TO ANY PLANTING. S. FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD. 6. FINAL ACCEPTANCE PRIOR TO TURNOVER. D. SITE OBSERVATIONS AND TESTING WILL NOT COMMENCE WITHOUT THE FIELD RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. RECORD DRAWINGS MUST COMPLETE AND UP TO DATE FOR EACH SITE VISIT. E. WORK THAT FAILS TESTING AND IS NOT ACCEPTED WILL BE RETESTED. HOURLY RATES AND EXPENSES OF THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES FOR RE- INSPECTION OR RETESTING WILL BE PAID BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER. 1.7 STORAGE AND HANDLING . A. USE ALL MEANS NECESSARY TO PROTECT IRRIGATION SYSTEM MATERIALS BEFORE, DURING, AND AFTER INSTALLATION AND TO PROTECT THE INSTALLATION WORK AND MATERIALS OF ALL OTHER TRADES. IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE ACCEPTANCE OF THE LANDSCAPE ARCHITECT AND OWNER AND AT NO ADDITIONAL COST TO THE OWNER. S. EXERCISE CARE IN HANDLING, LOADING, UNLOADING, AND STORING PLASTIC'. PIPE AND FITTINGS UNDER COVER UNTIL READY TO INSTALL. TRANSPORT PLASTIC PIPE ONLY ON A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE PIPE TO LAY FLAT TO AVOID UNDUE BENDING AND CONCENTRATED EXTERNAL LOAD. 1.8 CLEANUP AND DISPOSAL A DISPOSE OF WASTE, TRASH, AND DEBRIS IN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES AND AS PRESCRIBED BY AUTHORITIES HAVING JURISDICTION. BURY NO SUCH WASTE MATERIAL AND DEBRIS ON THE SITE. BURNING OF TRASH AND DEBRIS WILL NOT BE PERMITTED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF RUBBISH AND DEBRIS GENERATED BY HIS WORK AND WORKMEN AT FREQUENT INTERVALS OR WHEN ORDERED TO DO SO BY THE OWNER'S AUTHORIZED REPRESENTATIVE. B. AT THE TIME OF COMPLETION THE ENTIRE SITE WILL BE CLEARED OF TOOLS, EQUIPMENT, RUBBISH AND DEBRIS WHICH SHALL BE DISPOSED OF OFFSITE IN A LEGAL DISPOSAL AREA, 1.9 TURNOVER ITEMS A. RECORD DRAWINGS: 1. RECORD ACCURATELY ON ONE SET OF DRAWINGS ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS AND THE ACTUAL FINAL INSTALLED LOCATIONS OF ALL REQUIRED COMPONENTS AS SHOWN BELOW. 2. THE RECORD DRAWINGS SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER, PRIOR TO FINAL INSPECTION OF WORK, SUBMIT RECORD DRAWINGS TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL RECORD DRAWINGS SHALL BE PREPARED USING AUTOCAD 2010 DRAFTING SOFTWARE AND THE ORIGINAL IRRIGATION DRAWINGS AS A BASE. NO MANUAL DRAFTED RECORD DRAWINGS SHALL BE ACCEPTABLE. THE CONTRACTOR MAY OBTAIN DIGITAL BASE FILES FROM THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 4. IF THE CONTRACTOR IS UNABLE TO PROVIDE THE AUTOCAD DRAFTING NECESSARY FOR THE RECORD DRAWINGS THE IRRIGATION DESIGNER DOES PROVIDE RECORD DRAWING DRAFTING AS A SEPARATE SERVICE. 5. PRIOR TO FINAL INSPECTION OF WORK, SUBMIT RECORD DRAWINGS PLOTTED ONTO VELLUM SHEETS FOR REVIEW BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE, AFTER ACCEPTANCE BY THE LANDSCAPE ARCHITECT, CITY INSPECTOR OR OWNER'S AUTHORIZED REPRESENTATIVE RE -PLOT THE RECORD DRAWINGS ONTO REPRODUCIBLE MYLAR SHEETS. THE CONTRACTOR SHALL ALSO PROVIDE RECORD DRAWING INFORMATION ON A DIGITAL AUTOCAD RELEASE 2010 DRAWING FILE. ALL DIGITAL FILES SHALL BE PROVIDED ON A COMPACT DISC (CD) CLEARLY MARKED WITH THE PROJECT NAME, FILE DESCRIPTIONS AND DATE. A. RECORD DRAWING INFORMATION AND DIMENSIONS SHALL BE COLLECTED ON A DAY - TODAY BASIS DURING THE INSTALLATION OF THE PRESSURE MAINLINE. TO FULLY INDICATE ALL ROUTING LOCATIONS AND PIPE DEPTHS. LOCATIONS FOR ALL OTHER IRRIGATION EQUIPMENT SHALL BE COLLECTED PRIOR TO THE FINAL INSPECTION OF THE WORK, B. TWO DIMENSIONS FROM TWO PERMANENT POINTS OF REFERENCE SUCH AS BUILDINGS, SIDEWALKS, CURBS, STREETLIGHTS, HYDRANTS, ETC. SHALL BE SHOWN FOR EACH PIECE OF IRRIGATION EQUIPMENT SHOWN BELOW. WHERE MULTIPLE COMPONENTS ARE INSTALLED WITH NO REASONABLE REFERENCE POINT BETWEEN THE COMPONENTS, DIMENSIONING MAY BE MADE TO THE IRRIGATION EQUIPMENT. ALL IRRIGATION SYMBOLS SHALL BE CLEARLY SHOWN MATCHING THE IRRIGATION LEGEND FOR THE DRAWINGS. ALL LETTERING ON THE RECORD DRAWINGS SHALL BE MINIMUM V8 INCH IN SIZE. 6. SHOW LOCATIONS AND DEPTHS OF THE FOLLOWING ITEMS: A. POINT OF CONNECTION (INCLUDING WATER POC, BACKFLOW DEVICES, MASTER CONTROL VALVES, FLOW SENSORS, ETC.) - B. ROUTING OF SPRINKLER PRESSURE MAIN LINES (DIMENSIONS SHOWN AT A MAXIMUM OF 100 FEET ALONG ROUTING) C. ISOLATION VALVES D. AUTOMATIC REMOTE CONTROL VALVES (INDICATE STATION NUMBER AND SIZE) E. QUICK COUPLING VALVES F. DRIP AIR RELIEF AND FLUSH VALVES G. ROUTING OF CONTROL WIRES WHERE SEPARATE FROM IRRIGATION MAINLINE H. IRRIGATION CONTROLLERS (INDICATE CONTROLLER NUMBER AND STATION COUNT) I. RELATED EQUIPMENT (AS MAY BE DIRECTED) B. CONTROLLER CHARTS: I. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER. CHART SHALL SHOW THE AREA COVERED BY THE PARTICULAR CONTROLLER THE AREAS COVERED BY THE INDIVIDUAL CONTROL VALVES SHALL BE INDICATED USING COLORED HIGHLIGHTER PENS. A MINIMUM OF SIX INDIVIDUAL COLORS SHALL BE USED FOR THE CONTROLLER CHART UNLESS LESS THAN SIX CONTROL VALVES ARE INDICATED. 2. LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE MUST APPROVE RECORD DRAWINGS BEFORE CONTROLLER CHARTS ARE PREPARED. 3. THE CHART IS TO BE A REDUCED COPY OF THE ACTUAL "RECORD" DRAWING. IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A READABLE SIZE. 4. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS IN THICKNESS. C. OPERATION AND MAINTENANCE MANUALS: 1. TWO INDIVIDUALLY BOUND COPIES OF OPERATION AND MAINTENANCE MANUALS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE AT LEAST 10 CALENDAR DAYS PRIOR TO FINAL INSPECTION, THE MANUALS SHALL DESCRIBE THE MATERIAL INSTALLED AND THE PROPER OPERATION OF THE SYSTEM. 2. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOWING INFORMATION: 3. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, DURATION OF GUARANTEE PERIOD, LIST OF EQUIPMENT INCLUDING NAMES AND ADDRESSES OF LOCAL MANUFACTURER REPRESENTATIVES, A OPERATING AND MAINTENANCE INSTRUCTIONS FOR ALL EQUIPMENT. 8. SPARE PARTS LISTS AND RELATED MANUFACTURER INFORMATION FOR ALL EQUIPMENT. D. EQUIPMENT: 1. SUPPLY AS A PART OF THIS CONTRACT THE FOLLOWING ITEMS: A. TWO (2) 304NGH SPRINKLER KEYS FOR MANUAL OPERATION OF CONTROL VALVES. B. TWO (2) VALVE BOX COVER KEY OR WRENCH. C. FIVE (5) EXTRA SPRINKLER HEADS OF EACH SIZE AND TYPE. D. 20 (20) EXTRA DRIP EMITTERS OF EACH SIZE AND TYPE. E. ONE HUNDRED (I 00) FEET OF INLINE DRIP TUBING USED IN THE IRRIGATION SYSTEM, F. TWENTY -FIVE (25) INLINE DRIP TUBING ELBOWS, TEES, AND COUPLINGS. G. TWO (2) KEYS FOR THE CONTROLLERS AND THE CONTROLLER ENCLOSURE PADLOCKS. H. TWO (2) KEYS FOR THE BACK FLOW PREVENTION ASSEMBLY ENCLOSURE PADLOCKS. 1. ONE (1) THREE -FOOT -LONG SOIL PROBE. J. THREE (3) EXTRA SINGLE STATION VALVE DECODERS. K. ONE (1) DECODER PROGRAMMING UNIT, 2. THE ABOVE EQUIPMENT SHALL BE TURNED OVER TO OWNER'S AUTHORIZED REPRESENTATIVE AT THE FINAL INSPECTION. 1.10 REGISTRATIONS AND CERTIFICATIONS 1. THE CONTRACTOR SHALL PROVIDE AS PART OF THIS CONTRACT THE FOLLOWING REGISTRATIONS AND CERTIFICATIONS: A THE PROOF OF REGISTRATION FOR THE IRRIGATION CONTROLLER SOFTWARE AS WELL AS THE REQUIRED USER NAMES AND PASSWORDS. B. THE CERTIFICATION FOR THE BACKFLOW PREVENTION DEVICE TESTING REQUIRED WITH ANY NEW OR EXISTING BACKFLOW PREVENTION DEVICE USED FOR THE IRRIGATION SYSTEM ON THE PROJECT. 2. THE ABOVE REGISTRATIONS AND CERTIFICATIONS SHALL BE TURNED OVER TO OWNER'S AUTHORIZED REPRESENTATIVE AT THE FINAL INSPECTION. 1.11 COMPLETION A. AT THE TIME OF THE PRE - MAINTENANCE PERIOD INSPECTION, THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES WILL INSPECT THE WORK, AND IFF NOT ACCEPTED, WILL PREPARE A LIST OF ITEMS TO BE COMPLETED BY THE CONTRACTOR, PUNCH LIST TO BE CHECKED OFF BY CONTRACTOR AND SUBMITTED TO LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY FOLLOW -UP MEETING. THIS CHECKED OFF LIST TO INDICATE THAT ALL PUNCH LIST ITEMS HAVE BEEN COMPLETED. AT THE TIME OF THE POST - MAINTENANCE PERIOD OR FINAL INSPECTION THE WORK WILL BE RE- INSPECTED AND FINAL ACCEPTANCE WILL BE IN WRITING BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES. B. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL HAVE FINAL AUTHORITY ON ALL PORTIONS OF THE WORK. C. AFTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALL INSTRUCT OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATING AND MAINTENANCE INSTRUCTIONS. D. ANY SETTLING OF TRENCHES WHICH MAY OCCUR DURING THE ONE -YEAR PERIOD FOLLOWING ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. REPAIRS SHALL INCLUDE THE COMPLETE RESTORATION OF ALL DAMAGE TO PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND AS A RESULT OF THE WORK. 1.12 GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM, INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE UNCONDITIONALLY GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE, FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE FILING OF THE NOTICE OF COMPLETION. B. SHOULD ANY PROBLEM WITH THE IRRIGATION SYSTEM BE DISCOVERED WITHIN. THE GUARANTEE PERIOD, IT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER WITHIN TEN (10) CALENDAR DAYS OF RECEIPT OF WRITTEN NOTICE FROM OWNER. WHEN THE NATURE OF THE REPAIRS AS DETERMINED BY THE OWNER CONSTITUTE AN EMERGENCY (I.E. BROKEN PRESSURE LINE) THE OWNER. MAY PROCEED TO MAKE REPAIRS AT THE CONTRACTOR'S EXPENSE. ANY AND ALL DAMAGES TO EXISTING IMPROVEMENT RESULTING EITHER FROM FAULTY MATERIALS OR WORKMANSHIP, OR FROM THE NECESSARY REPAIRS TO CORRECT SAME, :SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR, ALL AT NO ADDITIONAL COST TO THE OWNER. C. GUARANTEE SHALL BE SUBMITTED ON CONTRACTORS OWN LETTERHEAD AS FOLLOWS: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE SPRINKLER IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT: EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTIVE MATERIAL DURING THE PERIOD OF ONE YEAR FROM DATE OF FILING OF THE NOTICE OF COMPLETION AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN 10 CALENDAR DAYS FOLLOWING WRITTEN NOTIFICATION BY THE OWNER. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN THE TIME SPECIFIED AFTER. RECEIPT OF WRITTEN NOTICE FROM OWNER, WE AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. - PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: 2.1 SUMMARY A. USE ONLY NEW MATERIALS OF THE MANUFACTURER, SIZE AND TYPE SHOWN ON THE DRAWINGS AND SPECIFICATIONS. MATERIALS OR EQUIPMENT INSTALLED OR FURNISHED THAT DO NOT MEET LANDSCAPE ARCHITECTS, OWNER'S, OR GOVERNING AGENCIES STANDARDS WILL BE REJECTED AND SHALL BE REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER. 2.2 PIPE A PRESSURE SUPPLY LINES 2"- 2112" INCHES IN DIAMETER AND SMALLER DOWNSTREAM OF THE SACKFLOW PREVENTION UNIT SHALL BE CL 315 SOLVENT WELD PVC CONFORMING TO ASTM D1785. B. NON - PRESSURE LINES 314 INCH IN DIAMETER AND LARGER DOWNSTREAM OF THE REMOTE CONTROL VALVE SHALL BE SCH 40 SOLVENT WELD PVC CONFORMING TO ASTM D1785, 2.3. PLASTIC PIPE AND FITTINGS A. PIPE SHALL BE MARKED CONTINUOUSLY WITH MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PVC TYPE AND GRADE, NATIONAL SANITATION FOUNDATION APPROVAL;: COMMERCIAL STANDARDS DESIGNATION, AND DATE OF EXTRUSION. B. ALL PLASTIC PIPE SHALL BE EXTRUDED OF AN IMPROVED PVC VIRGIN PIPE COMPOUND IN ACCORDANCE WITH ASTM D2672, ASTM D2241 OR ASTM D1785. C. ALL SOLVENT WELD PVC FITTINGS SHALL BE STANDARD WEIGHT SCHEDULE 40 (AND SCHEDULE 80 WHERE SPECIFIED ON THE IRRIGATION DETAIL SHEET, ALL MAINLINE FITTINGS SHALL HE SCHEDULE 80 PVC) AND SHALL BE INJECTION MOLDED OF AN IMPROVED VIRGIN PVC FITTING COMPOUND. SLIP PVC FITTINGS SHALL BE THE "DEEP SOCKET" BRACKETED TYPE. THREADED PLASTIC FITTINGS SHALL BE INJECTION MOLDED. ALL TEES AND ELLS SHALL BE SIDE GATED. ALL FITTINGS SHALL CONFORM TO ASTM D2464 AND ASTM 02466. - D. ALL THREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE 80 WITH MOLDED THREADS AND SHALL CONFORM TO ASTM D1785. E. ALL SOLVENT CEMENTING OF PLASTIC PIPE AND FITTINGS SHALL BE A TWO -STEP PROCESS, USING PRIMER AND SOLVENT CEMENT APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. CEMENT SHALL BE OF A FLUID CONSISTENCY, NOT GEL -LIKE OR ROPY. SOLVENT CEMENTING SHALL BE IN CONFORMANCE WITH ASTM D2564 AND ASTM D2855. - F. WHEN CONNECTION IS PLASTIC TO METAL, FEMALE ADAPTERS SHALL BE HAND - TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE NON -LEAD BASE TEFLON PASTE, TAPE, OR EQUAL. 2.4 BACKFLOW PREVENTION UNITS A. THE SACKFLOW PREVENTION UNIT SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. B. THE BACKFLOW PREVENTION UNIT SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY LOCAL CODES. . - C. THE BACKFLOW ENCLOSURE SHALL BE OF THE MANUFACTURER, SIZE. AND TYPE INDICATED ON THE DRAWINGS, D. THE BACKFLOW FREEZE PREVENTION COVER SHALL BE OF THE' MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2.6 VALVES A QUICK COUPLER VALVES: 1. QUICK COUPLER VALVES SHALL BE EXISTING, REFER TO PLAN FOR LOCATIONS. B. AUTOMATIC CONTROL VALVES: 1. AUTOMATIC CONTROL VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. AUTOMATIC CONTROL VALVES SHALL BE ELECTRICALLY OPERATED. 3. PROVIDE CHRISTY'S VALVE ID TAGS FOR EACH REMOTE CONTROL VALVE WITH VALVE NUMBER. 2.7 VALVE BOXES - A. VALVE BOXES SHALL BE OF THE MANUFACTURER SIZE, AND TYPE INDICATED ON THE DRAWINGS. B. PLASTIC VALVE BOXES SHALL BE FABRICATED FROM A DURABLE, WEATHER- RESISTANT PLASTIC MATERIAL RESISTANT TO SUNLIGHT AND CHEMICAL ACTION OF SOILS. - C. THE PLASTIC VALVE BOX COVER SHALL BE AN OVERLAPPING TYPE, BLACK IN COLOR AND SECURED WITH A BOLT KIT CONSISTING OF A LOCKING HEX BOLT, WASHER AND CLIP. - D. THE COVER AND BOX SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1,500 POUNDS, E. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AND SIZE AS THE VALVE BOX. F. DRIP AUTOMATIC CONTROL VALVE BOXES SHALL BE "JUMBO" SIZED RECTANGULAR SIZE. VALVE BOX COVERS SHALL BE MARKED "DCV" WITH THE VALVE IDENTIFICATION NUMBER "HEAT BRANDED" ONTO THE COVER IN 1 -INCH -HIGH LETTERS NUMBERS. G. QUICK COUPLER VALVE BOXES SHALL BE 10" CIRCULAR SIZE. VALVE BOX COVERS SHALL BE MARKED WITH "QCV" "HEAT BRANDED" ONTO THE COVER IN 1- INCH -HIGH LETTERS. H. DRIP AIR RELIEF VALVE BOXES SHALL BE 7" CIRCULAR SIZE. VALVE BOX COVERS SHALL BE MARKED WITH "ARV" "HEAT BRANDED" ONTO THE COVER IN 1- INCH -HIGH LETTERS, 2.8 AUTOMATIC CONTROLLER A. AUTOMATIC CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. S. CONTROLLER ENCLOSURE SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. C. CONTROLLER SHALL BE GROUNDED ACCORDING TO LOCAL CODES USING EQUIPMENT OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS; OR AS REQUIRED BY LOCAL CODES AND ORDINANCES. 2.9 ELECTRICAL A. ALL ELECTRICAL EQUIPMENT SHALL BE NEMA TYPE 3, WATERPROOFED FOR EXTERIOR INSTALLATIONS. B. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 2.10 LOW VOLTAGE CONTROL WIRING - A. REMOTE CONTROL WIRE SHALL BE DIRECT- BURIAL AWG -UF TYPE, SIZE AS INDICATED ON THE DRAWINGS, AND IN NO CASE SMALLER THAN 14 GAUGE. COMMON GROUND WIRE SHALL BE NO SMALLER THAN 12 GAUGE. B. REMOTE CONTROL WIRE SHALL BE 14 AWG SOLID CORE, TYPE AS INDICATED ON THE IRRIGATION DRAWINGS. C. WIRE SPLICES N CONTROL. WIRE SHALL BE WATERPROOF, Ul. APPROVED FOR DIRECT BURIAL AND OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS 2.11 IRRIGATION HEADS A. IRRIGATION HEADS INCLUDE SINGLE STREAM ROTARY HEADS, MULTIPLE STREAM ROTARY HEADS, FIXED AND ADJUSTABLE ARC SPRAY HEADS, AND BUBBLER HEADS, B. IRRIGATION HEADS SHALL BE OF THE MANUFACTURER, SIZE, TYPE, WITH RADIUS OF THROW, OPERATING PRESSURE, AND DISCHARGE RATE INDICATED ON THE DRAWINGS. IRRIGATION HEADS SHALL BE EQUIPPED WITH ALL OPTIONS INDICATED ON THE DRAWINGS. C. IRRIGATION HEADS SHALL BE INSTALLED WITH PRE - ASSEMBLED SWING JOINTS OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. THE INLET AND OUTLET SIZE OF THE SWING JOINT SHALL MATCH THE INLET SIZE OF THE IRRIGATION HEAD BEING INSTALLED. 2.12 DRIP TUBING AND EMITTERS A DRIP TUBING SHALL BE OF THE MANUFACTURER, SIZE, TYPE, OPERATING PRESSURE, EMITTER SPACING AND DISCHARGE RATE INDICATED ON THE DRAWINGS. THE DRIP TUBING SHALL BE EQUIPPED WITH ALL OPTIONS INDICATED ON THE DRAWINGS. R DRIP TUBING SHALL BE INSTALLED WITH TUBING FITTINGS OF THE SAME MANUFACTURER As THE TUBING AND INDICATED ON THE DRAWINGS. G DRIP EMITTERS SHALL BE OF THE MANUFACTURER, SIZE, TYPE, INLET TYPE, OPERATING PRESSURE, AND DISCHARGE RATE INDICATED ON THE DRAWINGS. DRIP EMITTERS SHALL BE INSTALLED WITH %' DISTRIBUTION TUBING, W BARBED CONNECTIONS, TUBING STAKES, AND DIFFUSER BUG CAPS AS INDICATED ON THE DRAWINGS. 2A3 DRIP IRRIGATION EQUIPMENT A. DRIP IRRIGATION EQUIPMENT SUCH AS FLUSH VALVE/ INDICATOR HEADS, AIR RELIEF VALVES, WYE STRAINERS AND PRESSURE REGULATORS SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2.14 MISCELLANEOUS EQUIPMENT A. LANDSCAPE FABRIC: 1. LANDSCAPE FABRIC FOR VALVE BOX ASSEMBLIES SHALL BE 5,0. OZ. WEIGHT WOVEN POLYPROPYLENE WEED BARRIER. LANDSCAPE FABRIC SHALL HAVE A BURST STRENGTH OF 225 PSI, A PUNCTURE STRENGTH OF 60 LBS. AND CAPABLE OF WATER FLOW OF 12 GALLONS PER MINUTE PER SQUARE FOOT. 2. TYPE: DEWITT PRO 5 WEED BARRIER OR APPROVED EQUAL. B. EQUIPMENT SUCH AS FLOW SENSORS, RAIN SENSORS, FREEZE SENSORS, FLUSH VALVES, AIR RELIEF VALVES, WYE STRAINERS, AND MASTER VALVES SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAWINGS, PART 3- EXECUTION 3.1 SITE CONDITIONS A. INSPECTIONS: 1. PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE, 2. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE ORIGINAL DESIGN, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. B. DISCREPANCIES: I. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 2. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN RESOLVED, C. GRADES: 1. BEFORE STARTING WORK, CAREFULLY CHECK ALL GRADES TO DETERMINE THAT WORK MAY SAFELY PROCEED, KEEPING WITHIN THE SPECIFIED MATERIAL DEPTHS WITH RESPECT TO FINISH GRADE. 2. FINAL GRADES SHALL BE ACCEPTED BY THE ENGINEER BEFORE WORK ON THIS SECTION WILL BE ALLOWED TO BEGIN. D. FIELD MEASUREMENTS: 1. MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCE WITH THE ORIGINAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH ALL OTHER. WORK. 2. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION. 3. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES, WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. E. DIAGRAMMATIC INTENT: 1. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT AND FIXTURES ARE DRAWN TO SCALE WHERE POSSIBLE. PROVIDE OFFSETS IN PIPING AND CHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM WITH STRUCTURES AND TO AVOID OBSTRUCTIONS OR CONFLICTS WITH OTHER WORK AT NO ADDITIONAL EXPENSE TO OWNER. F. LAYOUT: 1. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKEOUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS, VALVES, BACKFLOW PREVENTOR, AND AUTOMATIC CONTROLLER. - 2. LAYOUT IRRIGATION SYSTEM AND MAKE MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN SITE AND DRAWINGS. WHERE PIPING IS SHOWN ON DRAWINGS UNDER PAVED AREAS, BUT RUNNING PARALLEL AND ADJACENT TO PLANTED AREAS, INSTALL THE PIPING IN THE PLANTED AREAS. G. WATER SUPPLY: 1. CONNECTIONS TO, OR THE INSTALLATION OF, THE WATER SUPPLY SHALL BEAT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. H. ELECTRICAL SERVICE: 1. CONNECTIONS TO THE ELECTRICAL SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. 2. CONTRACTOR SHALL MAKE ELECTRICAL CONNECTIONS TO THE IRRIGATION CONTROLLER. ELECTRICAL POWER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS. 3.2 TRENCHING A. EXCAVATIONS SHALL BE STRAIGHT WITH VERTICAL SIDES, EVEN GRADE, AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS TO THE DEPTHS BELOW FINISHED GRADE AND AS NOTED. WHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALL BE CONSIDERED BELOW SUBGRADE. B. PROVIDE MINIMUM COVER OF 18 INCHES ON PRESSURE SUPPLY LINES 2 % INCHES AND SMALLER, C. PROVIDE MINIMUM COVER OF 24 INCHES ON PRESSURE SUPPLY LINES 31NCHES AND LARGER. D. PROVIDE MINIMUM COVER OF 18 INCHES FOR CONTROL WIRES WITHIN PLANTERS. E. PROVIDE MINIMUM COVER OF 24 INCHES FOR CONTROL WIRES WITHIN SLEEVES BELOW PAVING. F. PROVIDE MINIMUM COVER OF 36 INCHES ON PRESSURE SUPPLY LINES UNDER VEHICULAR TRAVEL WAYS. G. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON- PRESSURE LINES. H. PIPES INSTALLED IN A COMMON TRENCH S14ALL HAVE A 4 -INCH MINIMUM SPACE BETWEEN PIPES. 3,3 BACKFILLING A. BACKFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS, LITTER; AND ROCKS OVER 112 INCHES IN DIAMETER. B. BACKFILL SHALL BE TAMPED IN 44NCH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTH SIDES FOR THE FULL WIDTH OF THE TRENCH AND THE FULL LENGTH OF THE PIPE. BACKFILL MATERIALS SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION, FREE OF VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES, C. FLOODING IN LIEU OF TAMPING IS NOT ALLOWED. D. UNDER NO CIRCUMSTANCES SHALL TRUCK WHEELS BE USED TO COMPACT BACKFILL. E. PROVIDE SAND BACKFILL A MINIMUM OF 4 INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. 3.4 PIPING A. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING, NO HYDRAULIC DRIVING IS PERMITTED UNDER ASPHALT PAVEMENT. S. CUTTING OR BREAKING OF EXISTING PAVEMENT IS NOT PERMITTED. C. CAREFULLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING DIRT, SCALE, BURRS, AND REAMING. INSTALL PIPE WITH ALL MARKINGS UP FOR VISUAL INSPECTION AND VERIFICATION. D. REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS. - E. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 4 INCHES FROM EACH OTHER AND 12 INCHES FROM LINES OF OTHER TRADES. F. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER EACH OTHER. G. IN SOLVENT WELDING, USE ONLY THE SPECIFIED PRIMER AND SOLVENT CEMENT AND MAKE ALL JOINTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS INCLUDING WIPING ALL EXCESS SOLVENT FROM EACH WELD. ALLOW SOLVENT WELDS AT LEAST 15 MINUTES SETUP TIME BEFORE MOVING OR HANDLING AND 24 HOURS CURING TIME BEFORE FILLING. H. PVC PIPE SHALL BE INSTALLED IN A MANNER, WHICH WILL PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. L CENTER LOAD ALL PLASTIC PIPE PRIOR TO PRESSURE TESTING. J. ALL THREADED PLASTIC -TO- PLASTIC CONNECTIONS SHALL BE ASSEMBLED USING TEFLON TAPE OR TEFLON PASTE. K. FOR PLASTIC -TO -METAL CONNECTIONS, WORK THE METAL CONNECTIONS FIRST. USE A NON - HARDENING PIPE DOPE AN ALL THREADED PLASTIC -TO -METAL CONNECTIONS, EXCEPT WHERE NOTED OTHERWISE. ALL PLASTIC -TO -METAL CONNECTIONS SHALL BE MADE WITH PLASTIC FEMALE ADAPTERS. 3.5 BACKFLOW PREVENTION UNITS A. BACKFLOW PREVENTION UNITS SHALL BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON THE DRAWINGS. B. BACKFLOW PREVENTION UNITS SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY LOCAL BUILDING CODES. C. BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED WITH BRASS PIPING, FITTINGS AND UNIONS. D. BACKFLOW PREVENTION UNITS SHALL BE INSTALLED INSIDE AN ENCLOSURE AS SHOWN ON THE DRAWINGS. E, BACKFLOW PREVENTION UNITS SHALL BE TESTED BY A CERTIFIED BACKFLOW TECHNICIAN AND A CERTIFICATION OF PROPER OPERATION, PER LOCAL CODES, SHALL BE PROVIDED TO THE OWNER.. 3.6 CONTROLLER A THE EXACT LOCATION OF THE CONTROLLER SHALL BE FIELD VERIFIED WITH THI OWNER'S AUTHORIZED REPRESENTATIVE BEFORE STARTING WORK. B. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINIMAL USE OF THE DESIGN AREA. 3.7 CONTROL WIRING A. LOW VOLTAGE CONTROL WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINES WHENEVER POSSIBLE. S. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, THE WIRING SHALL BE TAPED TOGETHER IN A BUNDLE AT INTERVALS OF 10 FEET. BUNDLE SHALL BE SECURED TO THE MAINLINE WITH TAPE AT INTERVALS OF 20 FEET. C. ALL CONNECTIONS SHALL BE OF AN APPROVED TYPE AND SHALL OCCUR IN A VALVE BOX PROVIDE AN 18 -INCH SERVICE LOOP AT EACH CONNECTION. D. AN EXPANSION LOOP OF 12 INCHES SHALL BE PROVIDED AT EACH WIRE CONNECTION AND/OR DIRECTIONAL CHANGE, AND ONE OF 24 INCHES SHALL BE PROVIDED AT EACH REMOTE CONTROL VALVE. E. A CONTINUOUS RUN OF WIRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROL VALVE. UNDER NO CIRCUMSTANCES SHALL SPLICES BE USED WITHOUT PRIOR APPROVAL. 3.8 VALVES A AUTOMATIC CONTROL VALVES, QUICK COUPLER, AND GATE VALVES ARE TO BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON THE DRAWINGS. B. VALVE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. C. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAWINGS. D. VALVES TO BE INSTALLED IN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX. E. PROVIDE VALVE ID TAGS FOR EACH REMOTE CONTROL VALVE WITH VALVE NUMBER. 3.9 VALVE BOXES A VALVE BOXES SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. B. EACH VALVE BOX SHALL BE INSTALLED ON A FOUNDATION OF 314 INCH GRAVEL BACKFILL, 3 CUBIC FEET MINIMUM. VALVE BOXES SHALL BE INSTALLED WITH THEIR TOPS 1/2 INCH ABOVE THE SURFACE OF SURROUNDING FINISH GRADE IN LAWN AREAS AND 21NCHES ABOVE FINISH GRADE IN GROUND COVER AREAS. 310 IRRIGATION HEADS DRIP EMITTERS AND INLINE DRIP TUBING A. IRRIGATION HEADS, DRIP EMITTERS AND INLINE DRIP TUBING SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. B. SPACING OF HEADS AND INLINE DRIP TUBING SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRAWINGS. C. RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. 3.11 MISCELLANEOUS EQUIPMENT A INSTALL ALL ASSEMBLIES SPECIFIED HEREIN ACCORDING TO THE RESPECTIVE DETAIL DRAWINGS OR SPECIFICATIONS, USING BEST STANDARD PRACTICES. 3.12 FLUSHING THE SYSTEM A. PRIOR TO INSTALLATION OF IRRIGATION HEADS, THE VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE LINES AND RISERS. B. IRRIGATION HEADS SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN COMPLETED. 3.13 ADJUSTING THE SYSTEM A. CONTRACTOR SHALL ADJUST VALVES, ALIGN HEADS, AND CHECK THE COVERAGE OF EACH SYSTEM PRIOR TO COVERAGE TEST. B. IF IT IS DETERMINED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE THAT ADDITIONAL ADJUSTMENTS OR NOZZLE CHANGES WILL BE REQUIRED TO PROVIDE PROPER COVERAGE, ALL NECESSARY CHANGES OR ADJUSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING. 0. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. D. AUTOMATIC CONTROL VALVES ARE TO BE ADJUSTED SO THAT THE IRRIGATION HEADS, DRIP EMITTERS AND INLINE DRIP TUBING OPERATE AT THE PRESSURE RECOMMENDED BY THE MANUFACTURER. 3.14 TESTING AND OBSERVATION A. DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES. S. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN THE WORK IS READY FOR TESTING. C. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF THE WATER COVERAGE FOR THE PLANTED AREAS IS COMPLETE AND ADEQUATE IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. D. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS, OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THIS TEST SHALL BE ACCEPTED BY THE LANDSCAPE' ARCHITECT AND ACCOMPLISHED BEFORE STARTING ANY PLANTING. E. AREAS TO BE MAINTAINED FOR THE FORMAL MAINTENANCE PERIOD SHALL START MAINTENANCE AT THE SAME TIME, AS DIRECTED BY THE LANDSCAPE ARCHITECT, OWNER AND GOVERNING AGENCIES. PARTIAL AREAS WILL NOT BE RELEASED INTO MAINTENANCE PRIOR TO COMPLETION OF ITEMS LISTED IN THE PRE - MAINTENANCE REVIEW. THE MAINTENANCE PERIOD MAY NOT BE PHASED. F. IF, AFTER THE MAINTENANCE REVIEW, THE IRRIGATION SYSTEMS ARE NOT ACCEPTED BY THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL REIMBURSE THE ARCHITECT FOR ADDITIONAL SITE VISITS, OR ADDITIONAL TIME REQUIRED TO REVIEW WORK. ALL ADDITIONAL TIME WILL BE BILLED AT THE ARCHITECTS HOURLY RATE AND WILL BE PAID FOR BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER G. FINAL INSPECTION WILL NOT COMMENCE WITHOUT RECORD DRAWINGS AS PREPARED BY THE IRRIGATION - CONTRACTOR. 3.15 MAINTENANCE A DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADJUST AND MAINTAIN THE IRRIGATION SYSTEM IN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATION COVERAGE TO ALL INTENDED PLANTINGS. 3.16 COMPLETION CLEANING A. CLEAN UP SHALL BE MADE AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL WALKS AND PAVING SHALL BE SWEPT, AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. END OF SECTION sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 1 11 .t,�;, I „ - Orange, Ca 92868 ?"Slp vl e: info@tsweeneyassoc.com It: (714) 938 -0456 '°A.: :. w: www,sweeneyassoc.com If: (714) 9384456 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN I COMPLIANCE STATEMENT I I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL, I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER, UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. MI DESCRIPTION , ... • !. r ; . + ! w . fe . ..• �l14.O.LC7 @1�i °.- ! T rt t �. . ENGINEERING APPROVALS . . . l.. I ' :_ 11 4 . * RpniiiiIIIii! • • • • - • • • s S 1, 11 J i • .. 4 _ 1 _._.. , MS EDWARD J. WCER DATE .. ; i. 4666 i. • • IIII&MM11 f. 11. O O) , A i d 0) TJ N 0 0) W W O02 Z W Q LL LU c9Ma W F Y ; M U 0) 0) III 0) LL ) J Of (O Of S 00 -- ( 1 WZ- F- try) O YQi00. PLANT MATERIAL LEGEND PAVING TYPES . REFER TO SHEET LC2.00 FOR FULL CONSTRUCTION SCHEDULE HETEROMELES ARBUTIFOLIA REFER TO SHEET LP -2.01 FOR COMPLETE PLANT MATERIAL LEGEND _ PLANTING KEYNOTES NOTES V 1 GAL. TREES ALL TREES ARE STANDARD FORM UNLESS NOTED OTHERWISE. REFER TO DETAILS ON SHEET Li FOR TREE PLANTING AND STAKING. _ SYMBOL DESCRIPTION DETAIL / REMARKS QTY. SYMBOL SIZE BOTANICAL NAME <Z> CONCRETE MOW CURB 1 / LP -102 9 CL 36" BOX CASSIA LEPTOPHYLLA MMIM 11 KB 48" BOX KOELREUTERIA BIPINNATA EXISTING TURF TO REMAIN PROTECTED IN PLACE 15 Lc 36" BOX LOPHOSTEMON CONFERTUS ' 3 SYNTHETIC TURF (PUTTING GREEN) 3 / I.P -3.02 10 PG 48 BOX PODOCARPUS GRACILIOR 9 UP 36" BOX ULMUS PARVIFOLIA'TRUE GREEN' �✓✓ STEEL HEADER 2 / LP -3.02 1 BB 36" BOX BAUHINIA SP. EXISTING SCULPTURE TO REMAIN PROTECTED IN PLACE SHRUBS &VINES REFER TO DETAILS ON SHEET LP -3A1 FOR SHRUB &VINE PLANTING QTY. SYMBOL SIZE BOTANICAL NAME <> RELOCATED SCULPTURE TOTAL OF TWO (2) 29 (D 15 GAL AGAVE ATTENUATA 333 O 5 GAL. ALOE STRIATA <> EXISTING ENTRY MONUMENT SIGN TO REMAIN PROTECTED IN PLACE 87 O 5 GAL. ANIGOZANTHOS'BIG RED' �� ` o CONCRETE ISLAND PER CIVIL ENGINEER'S DRAWINGS 217 CO 5 GAL. CHONDROPETALUM TECTORUM WON , 10 15 GAL, CORDYLINE BURGUNDY SPIRE' O! LIGHT POLE PER ELECTRICAL ENGINEER'S DRAWINGS 264 O 5 GAL. DIANELLA'VARIEGATA' 54 C 5 GAL. FATSIA JAPONICA'VARIEGATA' 88 PAVING TYPES . REFER TO SHEET LC2.00 FOR FULL CONSTRUCTION SCHEDULE 15 GAL. HETEROMELES ARBUTIFOLIA 698 / 1 GAL. LONICERA JAPONICA'HALLIANA' 6 Q 15 GAL. RHAPIS EXCELSA 245 15 GAL. RHAPHIOLEPIS UMBELLATA'MINOR' 6 5 GAL SALVIA LEUCANTHA'SANTA BARBARA' CONSTRUCTION LEGEND PAVING TYPES . REFER TO SHEET LC2.00 FOR FULL CONSTRUCTION SCHEDULE SYMBOUHATCH DESCRIPTION DETAIL �O}L�I/ (O�ll�j °rni°le��OtO�OrOrO�y @�p�O��f6 �PF/��2 �I CONCRETE PAVING TYPE W - PEDESTRIAN 4-61 LP -3.02 141 C> 5 GAL. WESTRINGIA'WYNYABBIE GEM' - GROUNDCOVERS REFER TO DETAILS ON SHEET LP -3.01 FOR GROUNDCOVER PLANTING ✓ ° QTY• SYMBOL SIZE AREA (SF} BOTANICAL NAME ✓ -ti 7 ° / i ' 1,960 a a g Q q a 1 GAL. 4,356 FESTUCA RUBRA 3,943 1 GAL 8,763 SESLERIA AUTUMNALIS " { 367 1 GAL. 656 CAREX SPISSA b 40 p[ 1 SOD 5,190 MARATHON 11 FESCU ° PLANTING NOTES 1. TREES ARE STANDARD FORM UNLESS NOTED OTHERWISE. 2. TRIPLE STAKE TREES, UNLESS NOTED OTHERWISE, 3. ALL TREES WITHIN 5' OF HANDSCAPE OR CURBS SHALL RECEIVE ROOT BARRIERS PER SPECIFICATIONS. 4. WHERE ORNAMENTAL GRASSES ARE PLANTED NEXT TO A CURB OR SIDEWALK, HOLD CENTER OF PLANT 30" FROM EDGE OF HARDSCAPE SURFACE. 5. MINIMUM TREE SEPARATION DISTANCE: TRAFFIC SIGNALS, STOP SIGNS.... ........................................ 20 FT. UNDERGROUND UTILITY LINES (EXCEPT SEWER) ............. 5 FT. SEWER LINES ............................. ......... ............... .. 10 FT. ABOVE GROUND UTILITY STRUCTURES . .............................10 FT. DRIVEWAYS.........................:::.................... .............................10 FT. INTERSECTIONS................. ...... . ............................. ..................25 FT. (INTERSECTING CURB LINES OF TWO STREETS) 6. UTILITIES SHOWN FOR REFERENCE ONLY, REFER TO ENGINEERING PLANS FOR UTILITY LAYOUT, CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS. 7. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS WITH CONSTRUCTION DRAWINGS. BY FAILING TO BRING SUCH ITEMS TO THE ATTENTION OF LANDSCAPE ARCHITECT, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY REQUIRED MODIFICATIONS AND COSTS INCURRED. 8. FOR ANY PLANT MATERIAL DESIGNATED 'TO REMAIN CONTRACTOR SHALL REPLACE IN KIND IF DAMAGE OCCURS. TREE CALCULATIONS EXISTING TREES i TO BE REMOVED: 48 PROPOSED TO BE INSTALLED. ` COMPLIANCE c m 'J�'a - 6P� 4 . . ,''.%Gn�eO °'000 ' 1 .c�t76 p0' __ re�p� ;W,c� O 'O • QC£l•�Gr .' . Q. ©1M � �i�ti'�3• @"�.vC . . • : cob E. REMAIN - TYP. —_— f -7— ! .71— I i I up . up < p _ I i i I I ' up UP LIMIT OF WORK s! ii I i 4 6 LIMIT OF WORK 1 KB =a oa �.o•saP 4 4 20 1 Q f 4 0 /v t 1' u i i i �1 a I • 4, 1 � M � 1 1 •1 u 1 •r 1 � 4 . • 1 .1 w r * 1 • ■ r ■� ■ i , "Jo •� KC1Q'fl0'!i°mQ�fJl . /y,S�S■�G.Q�d�d�A "!i *Q� i ! ��i�I�7'Il/L►� 4. s,ae�,, � e• ba ©, III ©�iii� WO. la O, s,' III, ' . 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WEST OF 1-5 AT THE NE RETURN ENGINEERS NAME ' f--' i f MEMORIAL HOSPITAL INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: 4470 354 SANTA FE DRIVE, SCRIPPS HEALTH R.O.S. 18416 RECORD FROM: • , 1 258-242-02 ` S TE ELEVATION: 173.376, STAlM(ENC48) DATUM: NAVD88 CITY ENGINEER EX: — PLANNING CASE NO: 06-066 TPM/TM/CDP/DR/MUPl etc., 17-164SUBC :AtL\ ¢m U(o N w li� z° Wd� W to Z E5c¢ z F �=cn LLJ � N W W m _j W� `Dz M YM0. yey� 1 �O}L�I/ (O�ll�j °rni°le��OtO�OrOrO�y @�p�O��f6 �PF/��2 �I vJ °�+ q p�pr �`�Qir 11`'F� � ®� �� d✓d GE�v dI � g ��W�1� y� MMIM J 1 q Y WON , m 'J�'a - 6P� 4 . . ,''.%Gn�eO °'000 ' 1 .c�t76 p0' __ re�p� ;W,c� O 'O • QC£l•�Gr .' . Q. ©1M � �i�ti'�3• @"�.vC . . • : cob E. REMAIN - TYP. —_— f -7— ! .71— I i I up . up < p _ I i i I I ' up UP LIMIT OF WORK s! ii I i 4 6 LIMIT OF WORK 1 KB =a oa �.o•saP 4 4 20 1 Q f 4 0 /v t 1' u i i i �1 a I • 4, 1 � M � 1 1 •1 u 1 •r 1 � 4 . • 1 .1 w r * 1 • ■ r ■� ■ i , "Jo •� KC1Q'fl0'!i°mQ�fJl . /y,S�S■�G.Q�d�d�A "!i *Q� i ! ��i�I�7'Il/L►� 4. s,ae�,, � e• ba ©, III ©�iii� WO. la O, s,' III, ' . ' � oOQO , p��`� �.�.� P"' ��'.,og o`oa� .•o��' . � D :��' � _ --� ..�� a �, �,�, i 'I • ,,;.: ' can • v` C.c3 04 ; � }�,------ . <�.�; ,�ooaa�aoaad o•Q .�. �/ �-�� .��. I/ i �'� ©A�'sp... o,v:�;��: °ov�a.+a ' . .�• '�' �q�os..o� �o�+�a000 a, bq °O ©r� �, .�� . ®> �� d b��I�� .,.;�s o o ,�, boa . � -f . � .,ao ,�, � � � 'f/ •p�. m�� sees �'"; ` : ` ,O`' p ©, ' . , ®' �pt3r:<IrO +Q�O�0a�0i�0� AO�iQ�O�, Q • � �.��' `t�. _ �' \� _.--' / >/ _ ';� �j � . � e�� Q'. Q p • , • .� �itiR�3.000QQ04 O k ®_ � ® r � � , R at��.- '�e+.l' ' , �. , � ��' •'9, • : ..,/ �r '�' ii_C +C��. CpGtOpQy� � /� �� 1 � �_� �� .�.i • r' •' `"{ O{ I f`IIQQ O. i a: � •�• , VVt V'v1 � ' `+� oalzoo' -ol� I,ana� cao�I ,a_,"�",o� UL DESCRIPTION BENCHMARK DRAWING NO. I�,� OGOOOOQia8o000.,000000000 000000 OOJOr0000 Q ©�C�C1 +� 'wirvh►�i � ®■ r'�_L'"•!Qrl�. ©.. DESCRIPTION: i�4' t.,, �..R DER SUPERVISION OF LANDSCAPE • a O. LOCATION: NW CORNER OF CONC. SID INLET ON NORTH I - n i SIDE OF DR. WEST OF 1-5 AT THE NE RETURN ENGINEERS NAME ' f--' i f MEMORIAL HOSPITAL INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: 4470 354 SANTA FE DRIVE, SCRIPPS HEALTH R.O.S. 18416 RECORD FROM: • , 1 258-242-02 ` S TE ELEVATION: 173.376, STAlM(ENC48) DATUM: NAVD88 CITY ENGINEER EX: — PLANNING CASE NO: 06-066 TPM/TM/CDP/DR/MUPl etc., 17-164SUBC :AtL\ ¢m U(o N w li� z° Wd� W to Z E5c¢ z F �=cn LLJ � N W W m _j W� `Dz M YM0. 5 N_ L6 4 4 r, 0 I 0 M p 0 U W. n O `d- 6 REFER TO SHEET LP -2.01 FOR COMPLETE PLANT MATERIAL LEGEND ' SYMBOL i SIZE BOTANICAL NAME TREES ALL TREES ARE STANDARD FORM UNLESS NOTED OTHERWISE. WIDTH WUCOLS I REMARKS 29 U* REFER TO DETAILS ON SHEET LP -3.01 FOR TREE PLANTING AND STAKING. AGAVE ATTENUATA FOX TAIL AGAVE 20" 20" QTY. SYMBOL SIZE BOTANICAL NAME 5 GAL, COMMON NAME CORAL ALOE HEIGHT SPREAD REMARKS NO BROKEN ARMS, ALL ALOE BEDS TO BE CONCRETE ISLAND PER CIVIL ENGINEER'S DRAWINGS <✓ LIGHT POLE PER ELECTRICAL ENGINEER'S DRAWINGS DECOMPOSED GRANITE 9 CL 36" BOX CASSIA LEPTOPHYLLA GOLD MEDALLION TREE 13' 6' STANDARD 11 KB 48" BOX KOELREUTERIA BIPINNATA CHINESE FLAME TREE 16' 8' STANDARD 15 is 36" BOX LOPHOSTEMON CONFERTUS BRISBANE BOX 14' 6' STANDARD 10 Pe 48" BOX PODOCARPUS GRACILIOR FERN PINE 16' 8' STANDARD 9 UP 36" BOX ULMUS PARVIFOLIA'TRUE GREEN' TRUE GREEN ELM 14' 6' STANDARD 1 Bs 36" BOX BAUHINIA SP. ORCHID TREE 12' -14' 6 -8' MATCH EXISTING SHRUBS & VINES REFER TO DETAILS ON SHEET LP -3.01 FOR SHRUB & VINE PLANTING QTY. ' SYMBOL i SIZE BOTANICAL NAME COMMON NAME HEIGHT WIDTH WUCOLS I REMARKS 29 U* 15 GAL, AGAVE ATTENUATA FOX TAIL AGAVE 20" 20" L NO BROKEN ARMS. 333 O 5 GAL, ALOE STRIATA CORAL ALOE 12" 12" L NO BROKEN ARMS, ALL ALOE BEDS TO BE CONCRETE ISLAND PER CIVIL ENGINEER'S DRAWINGS <✓ LIGHT POLE PER ELECTRICAL ENGINEER'S DRAWINGS DECOMPOSED GRANITE 87 O 5 GAL. ANIGOZANTHOS'BIG RED' RED KANGAROO PAW 18" 18" M 217 0 5 GAL. CHONDROPETALUM TECTORUM CAPE RUSH 18" 12" L 10 O 15 GAL. CORDYLINE'BURGUNDY SPIRE' BURGUNDY SPIRE DRACAENA PALM 60" 24" M 60" OVERALL HEIGHT 264 0 5 GAL. DIANELLA'VARIEGATA' VARIEGATED TASMAN FLAX LILY 14" 14" L 54 O 5 GAL. FATSIA JAPONICA'VARIEGATA' VARIEGATED JAPANESE ARALIA 20" 20" M 88 15 GAL. HETEROMELES ARBUTIFOLIA TOYON 32" 24" VL 698 % 1 GAL. LONICERA JAPONICA'HALLIANA' HALL'S HONEYSUCKLE - - L CAN FULL 6 CO 15 GAL. RHAPIS EXCELSA LADY PALM 60" 24" M 60" OVERALL HEIGHT 245 ( 15 GAL. RHAPHIOLEPIS UMBELLATA'MINOR DWARF YEDDO HAWTHORN 30" 30" L 6 ® 5 GAL. SALVIA LEUCANTHA'SANTA BARBARA° SANTA BARBARA SAGE . 18" 12" L 141 5 GAL. WESTRINGIA'WYNYABBIE GEM' WYNYABBIE COAST ROSEMARY 18" 12" L 60" OVERALL HEIGHT GROUNDCOVERS REFER TO DETAILS ON SHEET LP -3.01 FOR GROUNDCOVER PLANTING QTY. SYMBOL SIZE AREA (SF) I BOTANICAL NAME COMMON NAME SPACING WUCOLS REMARKS 1,960 a a a a a a 1 GAL. 4,356 FESTUCA RUBRA RED FESCUE 1$" O.C. H - 3,943 1 GAL. 8,763 SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 18" Q.C. M - 367 1 GAL. 656 CARER SPISSA SAN DIEGO SEDGE 16" Q.C. M - SOD 5,190 MARATHON II FESCUE TURF - H _ PLANTING KEYNOTES EXISTING TREES TO BE REMO SYMBOL DESCRIPTION DETAIL i REMARKS CONCRETE MOW CURB 1 / LP -3.02 Z EXISTING TURF TO REMAIN PROTECTED IN PLACE 3 SYNTHETIC TURF (PUTTING GREEN) 31 LP -3A2 �4 STEEL HEADER 2 / LP -3.02 EXISTING SCULPTURE TO REMAIN PROTECTED IN PLACE 6 RELOCATED SCULPTURE TOTAL OF TWO (2) < EXISTING ENTRY MONUMENT SIGN TO REMAIN PROTECTED IN PLACE <> CONCRETE ISLAND PER CIVIL ENGINEER'S DRAWINGS <✓ LIGHT POLE PER ELECTRICAL ENGINEER'S DRAWINGS PLANTING NOTES 1. TREES ARE STANDARD FORM UNLESS NOTED OTHERWISE. 2. TRIPLE STAKE TREES, UNLESS NOTED OTHERWISE. 3. ALL TREES WITHIN 5' OF HARDSCAPE OR CURBS SHALL RECEIVE ROOT BARRIERS PER SPECIFICATIONS. 4. WHERE ORNAMENTAL GRASSES ARE PLANTED NEXT TO A CURB OR SIDEWALK, HOLD CENTER OF PLANT 30" FROM EDGE OF HARDSCAPE SURFACE, 5, MINIMUM TREE SEPARATION DISTANCE: TRAFFIC SIGNALS, STOP SIGNS ............. ............................... 20 FT. UNDERGROUND UTILITY LINES (EXCEPT SEWER) ............. 5 FT. jSEWER LINES ...... ............................................................. ....... 10 FT. ABOVE GROUND UTILITY STRUCTURES . .............................10 FT. DRIVEWAYS ........ .................................. .............................10 FT. INTERSECTIONS.......................................... .............................25 FT. (INTERSECTING CURB LINES OF TWO STREETS) 6. UTILITIES SHOWN FOR REFERENCE ONLY, REFER TO ENGINEERING PLANS FOR UTILITY LAYOUT. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS. 7. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS WITH CONSTRUCTION'. DRAWINGS. BY FAILING TO BRING SUCH ITEMS TO THE ATTENTION OF LANDSCAPE ARCHITECT, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY REQUIRED MODIFICATIONS AND COSTS INCURRED. 8. FOR ANY PLANT MATERIAL DESIGNATED'TO REMAIN' CONTRACTOR SHALL REPLACE IN KIND IF DAMAGE OCCURS. COMPLIANCE STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. W211101 OLIN EXISTING TREES TO BE REMO j PROPOSED TREES TO BE INSTALLED: CONSTRUCTION SCHEDULE PAVING TYPES SYMBOL I DESCRIPTION MANUFACTURER/ SUPPLIER MATERIAL i PRODUCT NO. COLOR FINISH NOTES DETAIL TYPE 2 CONCRETE WITH DAVIS COLORS, 'SANDSTONE' WITH MICA _ T 5 PROVIDE (2) 4'X4' MOCK -UPS FOR REVIEW AN � Q CONCRETE PAVING - PEDESTRIAN LOCAL BATCH PLANT COLOR PIGMENT AND SILICA CARBIDE TOPCAST #5 APPROVAL 4 -6 / LP -3.02 !I DESCRIPTION BENCHMARK DESCRIPTION: 2.5K BRASS DISC STAMPED LS 7322 iii i !!•.••• •!:• t ♦. •• SIDE OF •. WESTOF 1-5 ATTHE NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL RECORD FROM: R.O.S. 18416 -ENGINEERING DIVISION APPROVALS RECOMMENDED: Ap / D, EDWAR l&L a i��•• 1.•..1i •! NDER SUPERVISION OF n R.C.E. NO.: 4470 �i�-- Y 1 N O O 1 w Q Q Q O A w Q 0. M1 d tl- .c v 4- C3 0 0 u c a u • • _ • y R '•► LEGEND 1. DRAIN GRATE PER 2. FINISH GRADE SPECIFICATIONS 1111 GRADE 3. DUCT TAPE HOLES WITHIN 6" OF FINISHE1 4. GEOTEXTILE FABRIC OVER SUMP 5. BOTTOM OF PLANT R 6. WATERING BASIN 7. PLANT PIT 8. GEOTEXTILE D• a 9. PERFORATED DRAIN PIPE - SIZE AND QUANTITY PER SCHEDULE i D ROCK SUMP BACKUJptP& ROCK IN PIPE) 11 "TIE OFF" SOCK TO CLOSE END 12. NATIVE SOIL SCHEDULE DESCRIPTION . ••.... .. , ;. - , • + 0 , PLANT PIPE PIPE SUMP SIZE QTY. SIZE DEPTH 15 GALLON (1) 24" BOX (1) 4" 4' -0" 36" BOX (2) 4" 4' -0" (, 2X CONTAINER SIZE __ SCALE: N.T.S. LEGEND OF • O. O DRAINS SUMP BREATHER : P DRAIN, DETAIL 3. PLANT PIT 4. TREE TRUNK 5. ROOT 6. BERM AROUND WATERING BASIN LEGEND 1. 3" WATERING BASIN FORMED WITH BACKFILL SOIL MIX AROUND PLANT PIT 2. FINISH GRADE 3. PIT BACKFILL MIX PER SPECIFICATIONS 4. NATIVE SOIL 5. CONTAINER PLANT 6. MULCH LAYER SCARIFY 7. SIDES OF PIT 8, FERTILIZER TABLETS PER SPECIFICATIONS, INSTALL SO THEY DO NOT TOUCH ROOTBALL 9. BREATHER TUBE WITH SUMP PER DETAIL GALLON D LARGER IF INDICATED ON PLANT MATERIAL LEGEND • NOTES A ALL GROUNDCOVERS ARE TO BE PLANTED AT EQUAL TRIANGULAR SPACING UNLESS OTHERWISE INDICATED ON PLANTING PLAN R LEGEND OF PLANT DISTANCE 2. FROM EDGE IS AQ 1 SPACING, OTHERWISE , ' ON PLANT A. RI A LEGEND 3. ON PER PLANTING 4. EDGE OF PAVING, • B OR EDGING I Ltj •.• � ` Oki • y SCALE: N.T.S. I LEGEND 1. 3" WATERING BASIN FORMED WITH BACKFILL SOIL MIX AROUND PLANT GRADE 2 FINISH 1 PIT BACKFILL MIX PER SPECIFICATIONS A r • TABLETS PER SPECIFICATIONS, INSTALL , DO NOT TOUCH ROOTBALL SCARIFY 5. NATIVE SOIL 6. MULCH LAYER 7. PIT 8. BREATHER TUBE WITH SUMP PER DETAIL /LP-3.01 '• GALLON PLANTS l LARGER - INDICATED ON MATERII LEGEND I ERMNEW TREE STAKING TRIPLE SCALE: N.T.S. LEGEND . TREE 2. ROOT BALL 3. TREE TRUNK . WOOD TREE STAKES 5. CUT OFF STAKES AS NEEDED CLEAR BRANCHES AND Y UNIFORM IN HEIGHT • BRACE, (6), SECURE STAKES TO GALVANIZED DECK , DRILL 7. . :4 LARGER) NOTES A BRACES AND ..PS OF ALL STAKES TO BE OTHER 9 r d � rn UtO N 0 � W z .. W d w W w Q Z Um4 wrc W 0 N WW -i W(AW d Z r� O Ym(L DESCRIPTION . ••.... .. , ;. - , • + 0 , �q�.`f[ei�:�- r�+M,'•�"_s'i` r J♦ rr �(x��t�i7•l� DIVISION • DESCRIPTION: 2.6'BRASS DISC STAMPED LS 7322 LOCATION: CORNER OF CONC. S• INLET ON SIDE OF SANTA FE DR. WEST OF 1-5 AT THE NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL RECORD FROM: R.O.S. 18416 ♦ • ♦ alai yi •= ♦ •fi DER SUPERVISION OF ( kC.E. NO.: „ • r ( RECOMME D M�4 • • r -NC;INM ATE DATE LANDSCAPE DETAILS FOR: SCRIPPS RECONFIGURATION f 258-242-02 PLANNING CASE NO: 06-066 TPM[rM/CDP/DR/MUP/MIN/EIA, etc., B. ��. • m ENGiNEEFTS NAME DATE 1 OEM= • DATE I SH 9 r d � rn UtO N 0 � W z .. W d w W w Q Z Um4 wrc W 0 N WW -i W(AW d Z r� O Ym(L .ti 0 Q a 0 h O P 0 4 h O O ,C U W 6 • LEGEAD 1. REINFORCING PER GEOTECHNICAL REPORT 2. CONCRETE PAVING PER DETAIL 41 LP-3.02 RADIUS TOOLED PLANTING AREA 5. BASE AND SUBGRADE PREPARATION PER CONCRETE PAVING SCALE: 3" =1' -0" ril LEGEAD 1. CONCRETE PAVING PER DETAIL 4 / LP-3.02 2. BASE AND SUBGRADE PREPARATION PER CONCRETE PAVING DETAIL DEPTH = 25% OF CONCRETE THICKNESS d.. a a a p a Q.i— p. a o < i • SCALE: 3"= l'-O" LEGEND 1. ADJACENT PAVING 2. ATTACH ARTIFICIAL TURF PER MANUFACTURER'S RECOMMENDATIONS 3. ARTIFICIAL TURF (1/2" EXPOSED FIBER) - EASY TURF, LIPG -2 OR APPROVED EQUAL 4. ACRYLIC COATED OR SILICA SAND INFILL 5. MAXXFLOWTm DRAINAGE SYSTEM (WEED BARRIER INTEGRATED INTO SYSTEM) 6. 4" CRUSHED STONE BASE AT 90% COMPACTION RATE 7. 2 "x4" SYNTHETIC NAILER BOARD AROUND ENTIRE PERIMETER, ANCHOR BOLT TO ADJACENT EDGING @ 36" O.C., TYP. 8. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT SYNTHETIC TURF SCALE: 1 1/2" =1' -0" x DESCRIPTION w O0 �.1Mti'. w a- f W W CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTM DRAWING NO. a CONCRETE PAVING SCALE: T'= T -0" LEGEND 1. CAST-IN-PLACE CONCRETE, ' AND FINISH PER CONSTRUCTION SCHEDULE 2. REINFORCING • i ..OR 3. BASE l { :.. PREPARATION • i O j • •`• PAVING NOTE A. CONCRETE ", •C i O\ p d d p d d .e t a a d NOTES A. CONCRETE COLOR AND FINISH PER CONSTRUCTION SCHEDULE. B. •- ,, INTERSECTIONS C. PROVIDE ISOLATION JOINTS AT PAVING, BUILDINGS, CURBS AND AT 40'O.C. ALONG CONTINUOUS RUNS. LEGEND RADIUS TOOLED EDGE 2. FINISH GRADE AT PLANTING AREA 3. CAST-IN-PLACE CONCRETE .. EXTRUSIONS i ALLOWED CONTINUOUS 5. FINISH GRADE D. 3 LAWN AREA k 6. BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT • 101TIT0111 ION r SCALE: 3" =1' -0" LEGEND D RUSSELL GALVANIZED DURAEDGE, 3/16" THICKNESS X 4" DEPTH OR APPROVED EQUAL 2. ORGANIC MULCH LEVEL 3. VARIES, PLAN DECORATIVE GRAVEL GRADE 5. FINISH SCALE: 3"= V-0" k f 0 I a, uo � M Q W U N O� Lu W z 0 W N W W o Z Ci0a W W —� F U5g W co N W W CD J U W LA W Q Z M L7 DESCRIPTION BENCHMARK AS-BUILT APPROVALS �.1Mti'. ... • f ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTM DRAWING NO. DESCRIPTION: 2.5n BRASS DISC STAMPED LS 7322 LOCATION: NW CORNER OF CONIC. SO INLET ON NORTH SIDE OF OF INTO SCRIPPS MEMORIAL HOSPITAL RECORD FROM: R.O.S. 18416 i 1 i 5 ' RECOVMENDED: laddLA OWENS —EDWARD J. jr)AMER LANDSCAPE , I SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 354 SANTA FE DRIVE, SCRIPPS HEALTH i 0 I a, uo � M Q W U N O� Lu W z 0 W N W W o Z Ci0a W W —� F U5g W co N W W CD J U W LA W Q Z M L7 e N �r r\ 0 w a 0 4 t" 4 0 c U w C3 Copyright 2616 GroundLevel Landscape Architecture SECTION 32 0190 - 90-DAY ESTABLISHMENT PERIOD PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The General Conditions of the contract apply to the work of this section the same as though written herein. 1.2 SCOPE OF WORK A. Furnish all labor, materials, and equipment to provide, and install, landscape drainage pipe, drain inlets and grates, tree pit drainage systems, and plant pit breather tubes as described herein and upon the drawings. B. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damage, injury, and loss due to his acts or neglect. Contractor shall continuously protect and maintain all areas included in the contract during the progress of the work, through the establishment period, and until final acceptance of the work. Contractor is responsible for all repairs or replacements caused by acts of vandalism, including theft. C. The Contractor shall employ only Landscape Industry Certified Technicians (LICT's) with the California Landscape Contractors Association (CLCA), as foremen for all landscape maintenance work. D. Landscape maintenance of designated areas as specified herein. During and at the end of the maintenance period, all plant material shall be in a healthy, growing condition. Contractor shall provide all equipment, labor, all landscaped areas, turf sports fields, turf playfields, lawns, mulched areas, hydroseeded areas, slopes, tree wells, and other landscaped areas constructed as a part of this contract and materials necessary for performing landscape maintenance according to the following specifications. E. Complete landscape maintenance of entire site, including, but not limited to: pruning, shaping and training of trees, shrubs, and ground cover plants; fertilization; weed control, control of all plant diseases and insect pests; maintenance and repairs of irrigation and drainage systems; rodents; and all other maintenance required to maintain the landscaping in safe, attractive, and usable condition, and maintain all plant materiel in good condition with horticulturally acceptable growth and color. 1.3 RELATED SECTIONS A. 32 84 00 - Landscape Irrigation B. 32 9113- Soil Preparation C. 32 93 00 - Plants D. 32 9413 - Mow Curbs and Landscape Edging E. 32 94 49 - Tree Drainage System F. 32 94 53 - Landscape Barrier Membranes 1.4 SUBMITTALS A. Submit samples and literature under provisions of Section 0133 00 or Section 0125 00 (or applicable Product Substitution section). Submit descriptive literature and specifications for the following: 1. Any materials, which differ from that, specified, when a brand name is called for on the drawings or in these specifications. B. Contractor shall submit to the Landscape Architect within 30 days from notice to proceed photocopies of current Landscape Industry Certified Technician registration for all foremen performing work on this project. 1.5 QUALITY OF WORK A. All work shall be performed in accordance with the best landscape maintenance practices, and shall be in keeping with the high aesthetic level of the facilities being maintained. 1.6 DEFINITION A. Where "as directed", "as required", "as permitted ", "approved ", "acceptance ", or words of similar import are used, it shall be understood that the direction, requirement, permission, approval or acceptance of the Owner is intended unless otherwise stated. As used herein, "provide" shall be understood to mean " provide complete", in place, that is "furnish and install ", the word "site" as used hereinafter shall be understood to mean the location receiving the service. The use of the word "Owner' shall be construed to mean Costco or its delegated representative(s). The use of the Word "Contractor' shall be held to mean the Contractor and /or any person employed by him and working under this contract. The use of the words "shall" and "may" shall be held to mean "mandatory" and "permissible ", respectively. The use of the word "pruning" shall include the practices sometimes referred to as "trimming ". 1.7 CONTRACTOR'S RESPONSIBILITIES A. Local Office: The contractor shall maintain a local office with a competent English- speaking company representative that can be reached during normal working hours and authorized to discuss matters pertaining to this contract with the Owner. A local office is one that can be reached by telephone without it being a toll call. An answering service or mobile telephone shall not fulfill the requirement for a local office. B. Licenses and Permits: The Contractor shall, prior to award of contract and without additional expense to the Owner, possess all licenses and permits required for the performance of the work required by this Contract, including C-27 Landscaping, C -61 Pest Control Advisor and Pest Control Operator, Tree Services, and applicable business license. C. Personnel: 1. The Contractor shall furnish sufficient supervisory and working personnel capable of promptly accomplishing on schedule, to the satisfaction of the owner, all work required under this contract during the regular and prescribed hours. 2. The Contractor and his employees shall conduct themselves in a proper and efficient manner at all times and shall cause the least possible annoyance to the students, faculty, and the public. They shall be fully clothed in suitable uniformed attire. 3. The Contractor shall provide restroom facilities, i.e. (Porta John) at the maintenance yard for employee use. 4. Lunches are to be taken off -site or at the maintenance yard. 5. All contractor maintenance vehicles shall be marked with the company name and /or logo so as to identify personnel working on the job. 6. The Owner may require the Contractor to remove from the work site any employee(s) deemed careless, incompetent, or otherwise objectionable, whose continued employment on the job is considered to be contrary to the best interests of the Owner. 7. The Contractor shall have competent English speaking supervisor, who may be a working supervisor, on the job at all times work is being performed, who are capable of discussing with the Owner matters pertaining to this contract, Supervisor must have a minimum of three years of actual field experience in landscape maintenance exclusively, and must be able to demonstrate to the satisfaction of the Owner that they possess adequate technical background. Supervisor must possess a current Landscape Industry Certified Technician certificate in landscape maintenance. Adequate and competent supervision shall be provided for all work being done by the Contractor's employees to ensure accomplishment of high quality work which will be acceptable to the Owner. in addition, a non - working supervisor shall inspect all areas under the contract a minimum of two (2) times each week. D. Repairs to Existing Facilities 1. All portions of buildings, structures, equipment or other facilities, including irrigation systems, lighting, and signage which are damaged or altered in any way, as a result of the performance of work under this specification during the terms of the contract, shall be repaired or replaced in kind and in an approved manner. All work of this kind shall be performed by the Contractor at no extra cost to the Owner and shall be accomplished as directed by the Owner. Repairs to facilities shall be make immediately after damage or alteration occurs; unless otherwise directed. A comprehensive testing and check of all irrigation systems shall be make approximately 30 days before the end of the contract and any repairs deemed the responsibility of the Contractor shall be made by the Contractor to the satisfaction of the Owner. 2. The Contractor shall keep controller and valve boxes clear of soil and debris and maintain the irrigation system including the replacement, repair, adjustment, raise or lower, straighten, and any other operations required for the continued proper operation of the system from the water meter throughout the site. Repair or replacement includes, but is not limited to: sprinkler system laterals (piping), sprinkler mains (pressure lines), mainline sleeves, sprinkler control valves, sprinkler controllers, sprinkler heads, sprinkler caps, sprinkler head riser, valve covers, boxes and lids, including electrical pull boxes and lids, valve sleeves, quick coupler valves, hose bibs, and booster pumps. 3. The Owner shall be notified, within twenty -four (24) hours, of any damage caused by accident, vandalism, theft, acts of God, or mysterious causes and shall follow up notification within four (4) working days with a written description of the problem and steps taken, if any, to rectify the problems. 4. Repairs to existing structures or facilities, including irrigation systems, which are damaged or altered in any way, including acts of God, vandalism, vehicular damage, theft or mysterious damages that do not result from the performance or lack of performance of the work by the Contractor, shall be repaired by the Contractor as directed by the Owner at no cost to the Contractor except where the specifications provide otherwise. Invoices for repairs to existing facilities shall be broken down by phases and units, into parkways, medians, slopes, entry monuments or recreation areas. 5. Any replacement must conform to the type and kind of existing system. Any deviation must be submitted in writing for approval by the Owner prior to installation. Any materials installed without this approval, and subsequently rejected by the Owner, shall be promptly removed by the Contractor at no cost to the Owner. E. Safety Requirements: All work performed under this contract shall be performed in such a manner as to provide maximum safety to the public and where applicable, comply with all safety standards required by CAL -OSHA. The Owner reserves the right to issue restraint or cease and desist order to the Contractor when unsafe or harmful acts are observed or reported relative to the performance of the work under this contract. F. Hazardous Conditions: The Contractor shall maintain all work sites free of hazards to persons and or property resulting from his operations. Any hazardous condition noted by the Contractor, which is not a result of this operation, shall be immediately reported to the Owner. G. Use of Chemicals: The Contractor shall submit a list of all chemicals herbicides, rodenticides and pesticides proposed for use under this contract for approval by the Owner. Material included on this list shall be limited to chemicals approved by the State of California, Department of Agriculture, and shall include the exact brand name and generic foundation. The use of any chemicals on the list shall be based on the recommendations of a licensed pest control advisor. The use of chemicals shall conform to the current City of San Jose Department of Agriculture regulations. The Contractor shall notify the Owner in writing a minimum of four (4) working days prior to the application of any herbicide, rodenticide, or pesticide. Such notices shall include the purpose and area such chemicals are to be used. The Owner shall retain the option to disapprove the application of such chemicals before their application. The monthly report required in paragraph 1.5.2 in the General Conditions of these specifications, shall include a statement of all applications of herbicides, rodenticides, and pesticides detailing the chemical used, quantity, rate of application, area in which used and the purpose of the application. The uses of these chemicals shall be kept iR an 8112" x 11" ring notebook that shall be kept up to date and available for inspection by the Owner at all times. H. Litter 1. Contractor- Generated Trash: The Contractor shall promptly remove from the work area all debris generated by his performance of pruning, trimming, weeding, edging and other work required in the specifications. The Contractor shall clean, with suitable equipment, public streets and walks, driveways and paved areas immediately after working in the areas and at such other times as may be required by the Owner. 2. Litter Pickup: All areas in the work site shall be kept free of, but not limited to the following items: bottles, glass, cans, paper, cardboard, metallic items and other debris. Litter pickup (litter removal from slope areas) shall be removed from the site and shall not be placed in "on- site" containers. 3. Broken glass, a hazard, and other material or litter which may be hazard shall be picked up and removed from the site immediately by the Contractor. 4. Seating areas, lunch courts, exercise areas, tunnel area, parking areas and other areas may on occasion be exceptionally littered and shall be cleared of litter before noon on the business day after the litter occurs. 1. Failure to Perform Satisfactorily: Those discrepancies and deficiencies in the work that remain uncorrected may be the necessary justification for a billing adjustment in the month following in the occurrence. Billing adjustments for this unsatisfactory service shall be permanent retention of 100 percent of the estimated monthly cost for work that is incomplete or deficient as stated herein. J. Emergency Calls: The Contractor shall have the capability to receive and to respond immediately to calls of an emergency nature during normal working hours and during hours outside of normal working hours. Calls of an emergency nature received by the Owner shall be referred to the Contractor for immediate disposition. K. Monthly Walk- Throughs: The Contractor shall provide to the Owner a schedule of monthly walk- throughs. Any changes to this schedule shall be provided to the Owner at least two weeks prior to that meeting. Monthly maintenance walk - through to be performed with the Contractor and Owner's representative. 1.8 REPORTS / INSPECTIONS A. No special work shall be performed without first obtaining the written approval of the Owner.' B. As part of the service, the Contractor shall submit a monthly "Landscape Report" to the Owner. This report shall outline the general condition of the landscape areas, any problem areas that have been found, recommendations on how the landscape should be improved and the status of projects pursuant to maintenance programs in progress. C. Once a month the Contractor shall accompany the Owner's Representative on a landscape inspection to review the status of maintenance, Landscape Report, and the landscape in general PART 2 - MATERIALS 2.1 All replacement landscape materials shall be per Section 32 93 00 of these specifications. 2.2 Fertilizer shall be per Section 32 9113. 2.3 Replacement plant materials shall be per Section 32 93 00. 2.4 Pre - emergent herbicides shall be per Section 32 93 00. 2.5 Touch -up paint for site furnishings such as pots, trash /recycle containers, benches, exercise equipment and the like shall be from the corresponding site furnishings manufacturer /supplier. PART 3 - EXECUTION 3.1 Scheduling of Work: The Contractor shall accomplish all normal landscape maintenance required under this contract between the hours of 7:00 a.m. and 8:00 p.m., Monday through Saturday. Exceptions may be made to normal working hours, where incidence of use may be too great during the hours specified to allow for proper maintenance. The Owner may grant, on an individual basis, permission to perform contract maintenance at other hours. No maintenance function that generates excess noise which would cause annoyance to residences in the area shall be commenced before 8:00 a.m... The Contractor shall establish a schedule of routine work to be followed in performance of this contract. This schedule shall include, but not be limited to turf mowing and edging days, dates of weeding, and dates for fertilizer application. This schedule shall be revised quarterly and a copy of this schedule shall be provided to the Owner prior to the performance of any work required by these specifications, and any changes in scheduling shall be reported, in writing, to the Owner immediately. A. For each area of maintenance responsibility the contractor shall assign the following minimum work force of competent, experienced maintenance personnel full -time to this project. Description Personnel Assigned General Site Trash Removal, Sweeping, Cleaning 0.5 Includes Irrigation System Maintenance and Repair Fertilization /Plant Replacements /Pruning /Mowing 1.0 Total personnel assigned full -time 1.5 B. This work force shall be the minimum work force assigned to this period on a continuing day -to -day basis. If temporary conditions or emergency situations arise which prevent routine maintenance from being performed, according to the schedules and performance standards of these specifications, the Contractor shall assign additional personnel and crews on a temporary basis as required, to assure performance standards of this contract are continually being meta This includes the need to close off a lane when performing maintenance on parkways with the proper coning and significant notification to the City of San Diego. This shall be done at no additional cost to the Owner. C. As additional areas are added to and made part of the contract, the number of personnel assigned will be adjusted as required, to adequately maintain all landscaped areas according to the provisions and performance schedules and standards of these specifications. The Contractor shall conduct the work at all times in a manner which will not interfere with normal pedestrian traffic on adjacent sidewalks or vehicular traffic on adjacent streets. In addition, a special schedule listing exact starting date for pesticide application, fertilization pruning and other infrequent operations, shall be furnished to the Owner on a yearly basis and any changes in scheduling shall be reported in writing, to the Owner immediately. 3.3 METHOD OF PERFORMING WORK A. Irrigation System Maintenance & Repair 1. Follow water budgeting requirements shown on the irrigation plans. 2. Irrigation shall be done by the use of automatic sprinkler systems, where available and operable; however, failure of the existing irrigation system to provide full and proper coverage shall not relieve the Contractor of the responsibility to provide adequate irrigation with full and proper coverage to all areas in the work site. 3. Any damages to public or private property resulting from excessive irrigation water or irrigation water runoff shall be charged against the contract payment unless immediate repairs are made by the Contractor to the satisfaction of the Owner. 4. The Contractor shall periodically inspect the operation of the system for any malfunction. The Contractor shall maintain all sprinkler systems, in such a way as to guarantee proper coverage and full working capability and make whatever adjustments may be necessary to prevent excessive runoff into street right -of -way or other areas not meant to be irrigated. 5. This periodic inspection may occur more often, but not less frequently, than one inspection per week for turf areas and one inspection per two week period for slope areas. 6. Contractor will inspect the irrigation system for broken and clogged heads, malfunctioning or leaking valves, or any other condition which hamper the correct operation of the system. 7. Written notice must be given to the Owner a minimum of one week before proceeding with any work not covered by this contract. The Owner retains the option to disapprove the work at any time before it is started. All areas not adequately covered by a sprinkler system shall be irrigated by a portable irrigation method. The Contractor shall furnish all hoses, nozzles, sprinkler, etc., necessary to accomplish this supplementary irrigation. Care shall be exercised to prevent a waste of water, erosion and /or detrimental seepage into existing underground improvements or structures. 8. Controllers shall be programmed, where possible, to water between 9:00 p.m. and 6:00 a.m. 9. Contractor to repair /correct malfunctions of valves, sprinklers and irrigation lines and notify the Owner a minimum of 24 hours in advance of such repairs when at the Owner's expense. Notice will be followed by a written description of repairs /corrections make within four working days of completion of work. B. Shrubs 1. All plants shall receive sufficient water to insure healthy growth. 2. Weeds shall be removed from beds regularly, by hand. Nut Grass and Bermuda grass and other noxious weeds shall not be allowed to become established. 3. Invasive weeds - such as Pampas Grass, Fennel, Carpobrotus, Australian Saltbush, Fountain grass, Brazilean Pepper, Castor Bean, Tamarisk, Nasturtium and Mexican Fan Palm - shall be removed roots and all. For identification of invasive plants, reference the following website: http:// www. asla- sandiego .orgjDownload /PG_08_most.pdf. 4. Prune to maintain a natural shape as a continuous operation but not when plant is in flower. Branches shall be cut individually. Cuts shall be inside the outline of foliage to thin out. All shrubs growing in the work areas shall be pruned, as required, to maintain plants healthy, growing condition and to maintain plant growth within reasonable bounds to prevent encroachment of passage ways walks, streets, views of signs or in any manner deemed objectionable by the Owner. Dead or damaged limbs or branches shall be removed immediately and all pruning cuts shall be make cleanly with sharp pruning tools, with no projections or stubs remaining. Any pruning out which exceeds two inches in diameter shall be sealed with an approved pruning paint. Pruning shall be done in a manner to permit plants to grow naturally in accordance with their normal growth characteristics. Box hedging may be required on some hedges where authorized by the Owner. Or severe pruning of plants, shall not be permitted. 5. Replacement of plants due to circumstance beyond the Contractor's control shall be at the Owner's expense, provided and installed by the Contractor. Replacement required through negligence of the Contractor shalt be at the Contractor's expense. RECOMMENDED: DESCRIPTION BENCHMARK AS-BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT NoWATA1,11ts NDER SUPERVISION OF DESCRIPTION: 2.6'BRASS DISC STAMPED LS 7322 DATE: SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION SIDE OF SANTA FE INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: 4470 . JESY07VEIRS EDWARD J. If, RECORD FROM: R.O.S. 18416 CITY -Y ENGINEER DATE EXP.: 03-31-2020 411q A q PLANNING CASE NO: 06-066 TPM/TM/CDP/DR/MUP/MIN/EIA, etc., 17-164SUBC -t, �`. 3_3; C!A? 11 ON7 M QCC) UN 0� Lu z® WLL W 0 uJ W � � N LLJ J � � W (0 z a M 0 � r°oa N a O n O <r q) 0 h ate. 0 tp a U H r\ 0 d. N 6 • it ry r r i. Copyright 2016 GroundLevel Landscape Architecture SECTION 32 9113 - SOIL PREPARATION PART 1 - General 1.1 Related Documents A. The General Conditions of the contract apply to the work of this section the same as though written herein. 1.2 Scope of Work A. Furnish labor, materials, and equipment to place imported topsoil and prepare soil for planting, and to finish grade as described herein and upon the drawings. B. Work not included: Rough grading and storm drainage 1.3 Related Sections A. Section 32 84 00 - Planting Irrigation S. Section 32 93 00 - Plants 1.4 References A. American Society for Testing and Materials (ASTM) B. American Association of State Highway and Transportation Officials (AASHTO) C. Standard Specifications for Public Works Construction, latest edition (Greenbook) 1.5 Submittals A. Product Submittals - Submit samples and literature under provisions of Section 0133 00 or Section 0125 00 (or applicable Product Substitution section). Partial or incomplete submittals are considered not acceptable and will be returned without a review. 1. Organic soil amendments - Submit samples and product specifications not more than 30 days old. Specification shall include particle size evaluation, total nitrogen (N), ammonia (NH4 -N, nitrate (NO3 -N), ECe, pH, micro nutrients, and metals. 2. inorganic conditioners, fertilizers, and chemicals - Submit product literature and specifications. 3. Import Topsoil- Submit sample and product analysis. 4. Agricultural Soil Tests - Submit analysis report and recommendations for soil samples. B. Certifications - Submit copies of Landscape Industry Certified Technician registration for foremen performing work on this project. C. Costs for sampling, testing or inspection of materials are included in bid, and copies of inspections, certificates, and tests results shall be furnished without additional cost to the Owner. D. Substitutions - For materials that differ from a specified brand or product, submit samples, product specifications, and product literature. Follow procedures as prescribed under Division 1. 1.6 Experience and Qualifications A. The Contractor shall employ Landscape Industry Certified Technicians with the California Landscape Contractors Association (CLCA), as foremen for landscape installation work. 1.7 Responsibility A. The Contractor shall be responsible for the protection of public and private property adjacent to the work, and shall exercise due caution to avoid damage to such property. The work shall be protected and maintained throughout the contract period, including during suspension of work, and until final acceptance of the work. Contractor shall repair or replace damaged improvements including acts of vandalism, theft, and graffiti removal. Repairs or replacements shall be at least equal to original condition of the existing improvement, and shall match in finish and dimension. B. Prior to starting the work of this Section, verify that previously installed work is complete to the point where this installation may property commence. Verify that work of this Section may be installed in accordance with the design, pertinent codes, regulations, and portions of the referenced standards. C. In the event of discrepancy, immediately notify the Landscape Architect. D. Do not proceed with installation in areas of discrepancy until such discrepancies have been fully resolved. PART 2 - Products 2.1 Soil Amendments A. Organic Soil Conditioner- Humie Compost 1. Product shall be fully composted 100 percent recycled organic product, consisting of composted bio- solids and aged wood fiber with particles passing a "/2 inch screen. Product shall be non - hazardous, and conform to U.S. EPA 40 CFR 503 criteria for class "A" product. Manufactured by Agri - Service, Oceanside, CA. B. Humate Plus 1. A commercially mined and packaged soil conditioner containing 40 percent organic matter, 40 percent Carbon, and 40 percent humic acids. Manufactured by Tri- C Enterprises, Chino, CA, (800) 927 -3311. 2.2 Agricultural Gypsum A. A commercially processed and packaged product with a minimum 90 percent Calcium Sulfate dihydrate (CaSO42H2O) and minimum 14 percent Sulfur (S). Gypsum shall be free flowing, fine granular form with 100 percent passing a 10 mesh screen. Product shall be environmentally safe and produced specifically for agricultural or landscape use. B. Granular Fertilizer 1. Fertilizer shall be "Gro Power Plus 5.3 -1 w /M ", no known equal. 2. Fertilizer shall be delivered to the site in original unopened containers bearing the manufacturer's guaranteed analysis. Wet or caked fertilizer is not acceptable. C. EZ Wet 26% Sprayabie Soil Penetrant 1. A commercially produced organic blo- degradable neutral PH soil penetrant packaged in liquid form. D. Refer to section 32 93 00 Plants for additional soil amendments used at planting pits including fertilizer tablets and mycorrhizal incoculum. 2.3 Pre - Emergent Herbicides A. Pre - emergent herbicides shall be a wettable powder or granule type product, suitable for use with the groundcovers specified on the plans and suitable for use with the on -site soil. B. Herbicides shall be selected for controlling the weeds indigenous to the site. C. Herbicides shall comply with requirements of local and state agencies having jurisdiction over the project. D. Submit product literature for review and approval prior to use. 2.4 Amendments for Bid A. Quantity and procedure adjustments may be requested by the Landscape Architect, after reviewing of the Agricultural Soil Analysis report. Adjustments by the Landscape Architect will issued in writing. The following amendments and quantities are to be used as the basis for bids: 1. Soil amendments for planting areas with gradient less than 2:1 in slope. Quantity per 1,000 square feet: 4 cu. yds. Organic soil conditioner 50 lbs. Humate Plus 150 Ibs Granular Fertilizer (GroPower Pius fertilizer w/ M) 25 Ibs. Agricultural gypsum 8 oz. EZ Wet (in 12 gallons of water) 2. Soil amendments for 2:1 slopes. Quantifies per 1000 square feet: 1t3 cu. yds. Organic soil conditioner 150 Ibs GroPower Plus Fertilizer Controlled Release (34 month) 8 oz EZ Wet soil penetrant 3. Refer to Section 32 93 00 Plants for bid amendments for plant pit backfill mix. 2.5 Imported Topsoil A. Imported topsoil shall be 70130 Topsoil manufactured by Agri Service, Oceanside, CA, unless otherwise noted on plans. Provide soil free of subsoil, brush, objectionable weeds, seeds, rocks, organic or inorganic debris, silt, and clay, toxic substance, organic or inorganic; soil sterilants; salts; and soil removed from road bed excavations. B. The Contractor shall furnish upon the request of the Landscape Architect a soils report made from the intended import by an approved agricultural lab. The report shall include pH, N -P -K, SAR, minerals, micro - nutrients, ECe, boron levels, soil particle size, and textural elevation. Soil imported to site and found to be unsuitable by the Landscape Architect shall be removed from the site and replaced with an approved soil at the Contractor's expense. The Contractor shall pay expenses for soil testing of import materials. PART 3 - Execution 3.1 General A. Planting operations shall not commence until completion of construction work, grading, soil preparation, weed control, and sprinkler installation. B. Irrigation system shall be fully operational including automatic controller, before commencing planting operations. 3.2 Agricultural Soil Testing A. The Contractor is responsible for correction of soil pH, nutrient levels, and chemical balance until final acceptance by the Owner. B. Soil samples shall be taken from three separate locations chosen by the installing contractor and submitted to a soil analysis laboratory. Separate results shall be provided for each of the 3 samples, with each having its own individual letter or number to identify it, include with the samples, a description of the proposed planting, a reduced scale site plan showing where each sample was taken with its letter or number shown, and the type of organic amendment to be used. C. The analysis report shall include pH, N -P -K, SAR, ECe, boron levels, percolation rates, and soil particle size and textural evaluation (% of sand/silt/clay). The report shall include recommendations for amendments, fertilizers, application rates, and procedures for conditioning the soil. D. The Landscape Architect shall review the analysis reports prior to ordering amendments. E. Soils testing shall be done by: Soil & Plant Laboratories, P.O. Box 6566, Orange, CA 92883; 714 - 282 -8777. 3.3 Percolation Tests A. Test for percolation prior to sending soil sample to analysis laboratory. B. Auger twelve (3) holes four (4) feet deep at locations determined by the Landscape Architect. Fill holes with water to one half the depth of each hole. Let drain. C. Once holes have drained, fill holes again to one half the depth of each hole. D. Record drop in water level at thirty (30) minute intervals for maximum of six hours (6) or until the water has percolated. E. Submit monitoring results in a chart format to Landscape Architect for review. Each test location shall be shown on a reduced scale site plan with a letter or number identifying its location. The chart shall clearly indicate the total number of inches of percolation per test location over the six hour period. When the percolation rate is one (1) inch per hour or less, the Landscape Architect will request alternatives with cost for improving percolation and drainage of the planting area. 3.4 Weed Abatement A. In areas designated to receive amendments, irrigate normally for two weeks to germinate weed seeds. Apply contact herbicide per manufacturer's instructions. B. Repeat the application of herbicide when weeds remain or new weeds appear one (1) week after initial application. C. Clear and grub dead weeds and organic debris prior to commencing topsoil placement or soil preparation. 3.5 import Topsoil Placement A. Refer to the Drawings for areas to receive, and the depth of topsoil. B. The import topsoil shall be placed in maximum 6 inch lifts with the first lift placed and tilled into the top 6 inches of the existing soil. Prior to placing each lift, the area shall be thoroughly moistened but not saturated. Each succeeding lift shall be placed and compacted to until the finished grades indicated on the drawings are achieved. C. The finished grades shall be free of depressions, humps, rocks, debris, air pockets, and ready to receive soil amendments. 3.6 Soil Preparation A. In planting areas with a gradient less than 2:1, mechanically rip or hand till the area in two directions to a minimum depth of 8 inches. B. Remove rock and hard clods 2 inches in diameter and larger, remove construction debris, roots, stumps, trash and other deleterious materials from the top 6 inches of soil C. Apply soil amendments, fertilizers, and conditioners evenly and at the specified application rates. D. Fine grade to contours and spot elevations shown on Drawings. 3.7 Landscape Finish Grading A. Finish grading shall establish flow lines and gradients for uniform water drainage. Flow lines and gradients shall be established from the high point to the drainage structure or outfall area. Finished grades shall be of uniform slope and grade between points of fixed elevations or elevation controls. Flow lines shall have a minimum 2 percent gradient from highpoint to inlet or outfail area. Contractor shall notify the Landscape Architect when grades or flow lines conflict with other construction or when positive drainage is not achievable and request a resolution. Failure to report the conflicts prior to planting shall result in removing the plant material, re- grading to correct the discrepancy and replacement of the plant material at no cost to the Owner. B. Unless noted otherwise, finished grades along walkways and curbs shall maintain a constant relationship between the finished paving and finished grade. Finished grade for lawn areas shall be 1 inch below sidewalks and curbs. Finished grades for mulch or ground cover areas shall be 2 inches below sidewalks and curbs. C. Finished grades shall be floated to a uniform_ surface free of irregular dips, humps, valleys or ridges. Refer to Section 32 92 23 for additional requirements for preparing lawn area, (if applicable) D. The finished grades shall maintain drainage away from buildings, structures, wails, paving, and towards drain inlets or outfall areas. Flow lines shall be established to drain water from behind walls and towards drain structures. E. When no compaction rate for planting areas is specified geotechnical report or when no report is available, compact turf and groundcover areas a minimum 85 percent to a maximum 90 percent relative density or as shown on drawings or specified elsewhere. END OF SECTION 32 9113 PLANTS Copyright 2016 GroundLevei Landscape Architecture SECTION 32 93 00 - PLANTS PART 1 - General 1.1 Related Documents A. The General Conditions of the contract apply to the work of this section the same as though written herein. 12 Scope of Work A. Furnish labor, materials, and equipment to provide, and install and maintain trees, shrubs and groundcovers as described herein and upon the drawings. 1.3 Related Sections A. Section 32 84 00 - Planting Irrigation B. Section 32 9113 - Soil Preparation C. Section 32 94 53 - Tree Root Barriers D. Section 32 9413 - Mowcurbs and Landscape Edging 1.4 Reference and Standards A. American Standard for Nursery Stock -ANSI 260.1- 2004 B. Sunset Western Garden Book - latest edition 1.5 Submittals A. Submit samples and literature under provisions of Section 0133 00 or Section 0125 00 (or applicable Product Substitution section). Partial or incomplete submittals are considered not acceptable and will be returned without a review. B. Submit descriptive literature and specifications for the following: 1. Plant material list of trees, shrubs, and groundcovers to be furnished; include name of supplier or nursery source. 2. Weed abatement herbicides, product literature and specifications. 3. Staking, tying, guying, and erosion control products. 4. Fertilizers, conditioners, import topsoil, and backfill products, 5. Organic and inorganic mulch. 6. Pre - emergent herbicide. C. Contractor shall submit to the Landscape Architect within 30 days from notice to proceed, photocopies of current Landscape Industry Certified Technician registration for foremen performing work on this project. D. Submit photographs for each specie of tree and for shrubs 15 gallon or larger. Photographs shall be of an individual plant with the size, shape and structure clearly defined. The size of the plant (height x width) shall be included with the plant photo. The plant material in the photo shall be a representative example of the entire quantity being supplied. 1.6 Substitutions A. Follow procedures as outline under Division 1. B. Products: When a brand name is called for on the Drawings or in these specifications, submit a letter describing the purpose for the substitution and include the product literature and specifications of the substitution. C. Plant Material: When a plant specie is shown to be unavailable in the size or quantity specified, a substitution will be considered provided the substitute materials are reviewed and accepted through the submittal process. Except for the variations so authorized, substitute plant materials shall conform to the requirements of these specifications. If the accepted substitute materials are of less value than those indicated or specified, the contract price will be adjusted in accordance with the provisions of the contract. 1.7 Qualifications and Experience A. The Contractor shall employ only Landscape Industry Certified Technicians registered with the California Landscape Contractors Association (CLCA), as foremen for planting installation work. Submit a resume of the foreman's experience on projects of similar size and scope to this project. B. Sampling, testing, or inspection costs of material required by local or state agencies are to be borne by the Contractor, and copies of inspection certificates shall be furnished without additional charge. DESCRIPTION BENCHMARK AS-BUILT APPROVALS �•1.Tl lC7) �E .1•��lilrl�l •1.d11 �� CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING • . • «.. • . a 1 a • i SIDE OF SANTA FE DR. WEST OF 1-5 AT THE NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL ®,�I•I� r A • R' 1 • IP. �. r r SUPERVISION OF DATE: Y ♦ , R �.,. .. { 1 i f ` • (� • • LANDSCAPE • 4 . . • : SCRIPPS MEMORIAL MAIN EN r RECONFIGU t A 354 SANTA FE DRIVE, SCRIPPS HEALTH '•. I _� 011 ENGINEER'S NAME DATE ■w q ti CAI! ® o� r- Ui M ato ON 0rn oW� <� 0 t?m¢ uJ r � = M Wvs� N W W r Jof� w co Lu Qz M 0 LU Y M I PLANTS (CONTINUED) 2.8 Plant Pit Backfill Material 2. Backfill pit with backfill mix half -way to finish grade and water thoroughly. 1.8 Responsibility A. Backfill material for plant pits shall be a mixture as noted below or as indicated on drawings. The materials shall be thoroughly batch -mixed prior to placement so that 3. Place 21 gram plant tablets in plant pits, adhering to the following schedule: they are evenly distributed and without clods or lumps. Ball shall be so placed in the pits that the plant will be at its natural growing height after settlement. The A. The Contractor shall be responsible for the protection of the work and the public and private property adjacent to the work, and shall exercise due caution to avoid following amendments and quantities shall be used as the basis for bids. Plant Tablet Schedule: damage to such property. The work shall be protected and maintained throughout the contract period, including during suspension of work, and until final acceptance of the work. Contractor shall repair or replace damaged improvements including damages from acts of vandalism, theft, and graffiti removal. Repairs or replacements 90 percent by volume Excavated soil, free from rocks, etc.10 percent by volume Organic soil amendment10 pounds 1 gallon (1 tablet) 1 5 gallon (2 tablets) 1 15 gallon (3 tablet) j 16 inch box (3 tablets) 1 24 inch box (4 tablets) 30 inch box shall be at least equal to original condition of the existing improvement and shall match in finish and dimension. (5 tablets) J 36 inch box (6 tablets) 1 42 inch box (7 tablets) 1 48 inch box (8 tablets) 8 pounds B. Prior to work of this Section, verify that previously installed work is complete to the point where this installation may properly commence. Verify that work of this Section 4. Backfill to finish grade. Backfill mix shall be tamped lightly, and a shallow basin formed at perimeter of root ball to hold enough water to saturate the root ball and may be installed in strict accordance with the original design, pertinent codes, regulations, and portions of the referenced standards. 16 poundst�gricultural gypsum per cu. yd. of mix backfill mix. C. In the event of discrepancy, immediately notify the Landscape Architect. Humate Plus per cu. yd. of mix 5. Water immediately to saturate entire root ball and backfill. D. Do not proceed with installation in areas of discrepancy until such discrepancies have been fully resolved. Gro -Power Plus Fertilizer per cu. yd. of mix2.9 Organic Mulch Material 6. Remove watering basin prior to hydroseeding (in turf areas only). PART 2 - Products A. Shredded mulch shall consist of 100 percent recycled above ground tree products. Free of demolition wood waste, grass, weed seed, yucca, palm, bamboo, succulents 7. Apply Granular Mycorrhizal Inoculum per manufacturers instruction, at the following schedule: or other contaminants. Mulch shall be nitrogen stabilized and shall contain no trash, hazardous waste, or toxic materials. 2.1 Plant Material 1 gallonl tsp.5 gallon1 tbs.15 gallon3 tbs.24 inch box1/2 cup36 inch box1 cup48 inch box1 '/z cupF, Install tree root barriers, if called for on the plans, per details and Section B. Mulch shall be Dulled as specified in the Drawings. provided g 329453, A. Nomenclature: Plant species' names shall be per the latest edition of Sunset Western Garden Book. Botanical names shall take precedence over common names. C. Mulch shall be round and screened to 2 inch minus article size. 9 p 3.4 Tree Staking B. Plant material size and quality shall conform to standards established by American Standard For Nursery Stock, ANSI 260.1 -2004, May 12, 2004 Edition. D. Submit i 1-quart sample to the Landscape Architect for approval rior to installation: A. All trees (1- gallon through 36 inch box size) shall be staked as shown in details. C. Conditions: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs, excessive 2.10 INORGANIC MULCH MATERIAL abrasions or other objectionable disfigurements, and shall have healthy, normal root systems, well - filling their containers, but not to the point of being root bound. Tree B. Tree and stakes shall be vertical in all cases. trunks shall be sturdy and well hardened -off. Plants shall not be pruned prior to delivery except as authorized by the Architect. A. Gravel mulch shall be of the sizes and materials listed in the Drawings. C. One gallon trees shall be planted with nursery stakes removed. D. In no case shall trees or shrubs be topped or pruned within 6 months prior to delivery. Plants shall be grown by nurseries that have been inspected by the State B. All gravel mulch shall be washed prior to installation. 3.5 Tree Guying Department of Agriculture and have complied with its regulations. E. Identification: Plants shall be of the variety and size shown on the drawings, and shall conform to the requirements herein. One of each bundle or lot shall be tagged 2.11 Pre- Emergent Herbicide A. Trees 48 inch box size and larger may be required to be guyed depending on the field conditions (if a windy site). This will be determined in the field by the Landscape with plant name in accordance with recommendations of the American Association of Nurserymen. A. Pre - emergent herbicides shall be wettable powder or granular type. Architect after the trees have been installed. F. Container plant inspection and rejection: root condition of container plants will be determined by the Architect through the removal of plant from the container of at least B. Select pre-emergent herbicide appropriate to site area, soil type, indigenous weeds to be controlled, and type of ground cover to be planted. B. Guy 48 inch box and larger plant material with at least three guys in triangular pattern (see details). Wire shall be encased in new rubber hose where it comes in contact two plants but not more than 2 percent of the total number each species from each source. with tree. Locate loops on branches per details and so that rabies do not chafe on each other or branches. G. The Landscape Architect will inspect trees and shrubs upon delivery. Trees and shrubs will be rejected for the following characteristics: C. Follow manufacturer's precautions and label instructions. Comply with local jurisdictional restrictions and ordinances. C. Use only manufacturer- approved driving rods for installation of anchors. Set anchor, using method recommended by manufacturer appropriate for size anchor being 2.12 Fertilizer Tablets driven. 1. Enlarged cankers or galls at the base of the trunk, just above the soil level. A. Tablets shalt be "Agnform" as manufactured by Sierra Industries. D. Guying requirement may be omitted by Landscape Architect when conditions permit. 2. Crooked trunks B. Agriform 21 gram tablets per part 3.3.E. 3.6 Application Of Pre - Emergent Herbicide 3. Scars or trunk damage, broken branches, etc. 2.13 Mycorrhizat Inoculum A. Apply pre - emergent herbicide to shrub and planted groundcover areas only. Do not apply to hydroseeded areas. Strictly adhere to manufacturer's specifications for 4. Asymmetrical branching application rates and methods. A. Shall be "Endo 120" granular as manufactured by Tri-C Enterprises, Chino, CA, (909) 590 -1790. 5. Roatbound condition B. Apply pre - emergent only after planting operations have been completed so as to minimize disturbance of the chemical "barrier." Reapply where necessary to areas PART 3 - Execution disturbed by planting or repair operations after initial application. 6. Trees that have been recently pruned 3.1 General C. Pay careful attention to activation requirements, "watering -in ", etc., per manufacturer's specifications and label instructions, Avoid excessive irrigation run -off that would 7. Trees not matching in size and shape of the representative photograph sample move or wash away the pre - emergent "barrier" -- use repeat watering cycles and split watering times. A. Planting operations shall not commence until completion of construction work, grading, soil preparation, weed control, and sprinkler installation. H. Quantities: Quantifies of plant material shall be furnished as needed to complete work as indicated on the drawings, including reseeding, replanting, and maintenance 3,7 organic & inorganic Mulching (replacements) during the contract period. B. Irrigation system shall be fully operational including automatic controller, before commencing planting operations. A. After, planting operations are complete and shrubs areas have been raked and dressed, mulch shrub and ground cover areas with approved organic or inorganic mulch 1. Sizes and Caliper. Minimum height (above soil level), width (average diameter of driptine), and caliper (trees only, measured at 30 inches above the soil level) of plant 3.2 Spacing of Plant Material material as specified on drawings Mulch layer depth shall be as described on drawings. materials shall be as shown in expanded plant materials legend on planting detail sheet A. When plant materials are shown or labeled in rows, the total length of the area shall be verified and the plants equally spaced within the area. When plant materials are B. Mulch layer should taper to zero at plant stem or tree trunk. Do not place mulch materials up against plant crown or trunk. 2.2 Erosion Control Matting shown in a random pattern, the material shall be equally spaced and placed to fill the area. Ground cover material shall be triangular or square spacing as indicated on the Drawings. When spacing is not shown, use triangular spacing. C. Mulch flatted ground cover areas prior to planting ground cover, if called for on the drawings. A. Slopes steeper than 2:1 shall be protected with jute erosion contras matting, properly staked and tied at 4 feet an center, maximum. B. Trees and specimen shrubs shall be located with a wood stake or flag. The locations shall be reviewed and accepted by the Architect prior to planting. 3.8 Protection 2.3 Tree Stakes C. The work shown on the Drawings is schematic with trees, shrubs and groundcovers shown in their approximate locations. Contractor shall not locate any items where it A. The Contractor shall carefully and continuously protect areas included in the contract, including lawn areas, plant material, supports, etc. until final acceptance of the A. Tree stakes shall be a minimum 2 inches in diameter by 10 feet long new lodge pole pine treated. is obvious that they are in direct permanent improvements, or pedestrian and vehicular safety considerations. Contractor shall not install plant materials in locations work by the Owner or his representative. B. Tree stakes for tree -wells shall be 3 inches in diameter by 10 foot long galvanized steel pipe with threaded galvanized cap on top end. where the ultimate growth of the plant materials will damage or affect structures or impede pedestrian or vehicular circulation. Do not locate trees or taller shrubs in locations where they will block irrigation heads and prevent adequate coverage. Where called for, obtain approval of the Landscape Architect for placement of trees, 3.9 Clean -Up N N 2.4 Tree and Vine Ties shrubs, and other items of work. A. After planting operations are completed, Contractor shall remove trash, excess soil, empty plant containers, or other accumulated debris from the site at no extra cost to A. Tree ties shall be "Cinch -Tie CT32" as manufactured by V.I.T. Products, Escondido, CA (619) 480 -6702, or approved equal. D. Locate trees and taller shrubs 10 feet minimum away from rotor irrigation heads, 5 feet minimum from spray heads. Owner. Contractor shall repair scars, ruts, or mars in area caused by work operations. Areas shall be left in a neat and orderly condition daily. _ o B. Use 36 inch long ties for 24 inch box and larger trees. E. Additional Tree Separation Distances 3.10 Observations Description Minimum Distance to Tree A. Contractor shall give forty -eight (48) hours notice and set appointment for reviews by the Architect. C. 11/2 inch galvanized roofing nails to secure ties. I. Traffic Signal/Stop Sign 20 feet B. Reviews by Landscape Architect shall be scheduled for the following operations: D. Espalier to concrete or stucco surface: 718 inch diameter aluminum flat washer or clear plastic "button" with wire hook secured to surface with G.E. clear silicone rubber and 1/2 inch wide "Tye -All" tie. 2. Underground Utility Lines 5 feet 1. Review of plant material after delivery to the site. 2.5 Tree Guying Material 3. Sewer Lines 10 feet 2. Tree and shrubs placementllayoutprior to digging hales. u m U,Q A. Anchors shall be Duckbill, Earth Anchor Systems, as manufactured by Forsight Products, Inc., or approved equal. Cable shall be non - coated, stainless steel braided 4. Above Ground Utility Structures 10 feet 3. Review of groundcover lines and metal edging prior to planting. a a cable, sized per manufacturer's recommendations. (Transformers, Hydrants, , etc. ( T f Utility ty p oles ) 4. Start of establishment period/acceptance of installation. C-1 B. Anchor and cable sizing shall be per the following schedule: 5. Driveways 10 feet 5. Refer to section 32 84 00- Landscape Irrigation for inspections and observations pertaining to irrigation scopes of work. ° Tree Caliper Anchor Cable size Rated Capacity 6. Intersections (intersecting curb lines 25 feet C. Reviews shall be called for at the end of planting operations for the purpose of determining compliance with drawings and specifications, intent, workmanship, and Up to 3 inches #40 1116 inch 300 pounds of two streets) clean -up. Contractor shall secure written verification of review data, any corrections required to work (punchlist corrections), and limits of reviewed area before beginning the described establishment work. 3 inches to 6 inches 468 118 inch 1,100 pounds 0 a 3.3 Plant Pits And Planting D. In the event the Contractor requests inspection of work, and said work is substantially incomplete, the Contractor shall be responsible for Architect's hourly charges and 6 inches to 11 inches #88 3/16 inch 3,000 pounds per diem costs. A. Plant pits shall be dug with level bottoms to widths and depths as shown on the Drawings. Pits for trees shall be dug square. Fill pits with water and allow to drain. All C. Hose cable guards shall be new 518 inch rubber, brown or red. tree pits must meet the drainage requirement set forth in Section 32 9113, Part 3.03, whether the area of the tree planting was tested for percolation or not. Notify 3.11 Guarantee 3 Architect of any tree pit that does not meet the percolation test standard. D. Cable sleeves shall be new 112 inch white Schedule 40 PVC pipe. A. Shrubs and ground covers shall be guaranteed as to growth and health for a period of 90 days after final acceptance by the Owner or his representative; 15 gallon and o B. Plant holes dug by auger method will be acceptable, but shall have side walls roughened or squared with a shovel. Slick pit walls caused by auguring in too wet soil will box sized trees shall be guaranteed for a period of 1 year after date of substantial completion. V- E. Cable clamps shall be hot dip galvanized. Swedge fittings are not allowed, except at anchor. not be accepted for planting. 0 2.6 Backfill Amendments C. Handling: no canned plant material shall be planted if the ball is broken or cracked either before or during the process of planting. B. Plants which die or lose more than 30 percent of their original leaves shall be replaced under this section. A. Refer to Section 32 9113 for specification of soil amendments and conditions. D. Setting: plants shall be set with top of root ball 1 inch above finish grade. Each plant shall be placed in center of plant pit. C. The Contractor, within 14 days of written notification by the Owner, shall remove and replace guaranteed plant materials which for any reason fail to meet the requirements of the guarantee. Plants material replaced shall be guaranteed for the original period, starting from the date of replacement. Q 2.7 import Soil Or Topsoil E. Pit Backfilling o A. Refer to Section 32 91 13 for specification. 1. Build mound of compacted backfill wide enough in bottom of hole to support root ball. END OF SECTION 32 93 00 d- 0 N CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIG DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ZX o 4 DESCRIPTION: 2.5 "BRASS DISC STAMPED LS 7322 INT. DATE P NDER SUPERVISION OF SEC MMENDED: AP ®UE • LANDSCAPE SPECIFICATIONS FOR: LOCATION: NW CORNER OF CONC. SD INLET ON NORTH PUBLIC WORKS DATE: /? l� SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION SIDE OF SANTA FE DR. WEST OF 1 -5 AT THE NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL ENGINEER'S NAME DATE PLANNING `A ;� _ l JE E owENS EDWARD 354 SANTA FE DRIVE, SCRIPPS HEALTH 3�'� $ -G J. W ER -c L RECORD FROM: R.O.S. 18416 REVIEWER R.C.E. NO.: 4470 CITY G N 258 - 242 -Q2 ELEVATION: 173.376,STA1Q48(ENC48) DATUM: NAVD88 CITY ENGINEER RATE INSPECTOR E� Aq EXP.: 03 -31 -2020 7 �� DATE PLANNING CASE NO: 06 -066 TPM /TM /CDP(DR/MUPIMIN1EIA, etc., 17- 164SUBC SHEET 260F 33 PATE q ti CAI! ® o� r- Ui M ato ON 0rn oW� <� 0 t?m¢ uJ r � = M Wvs� N W W r Jof� w co Lu Qz M 0 LU Y M I M®WCURBS AND LANDSCAPE EDGING Copyright 2016 GroundLevel Landscape Architecture SECTION 32 9413 - MOWCURBS AND LANDSCAPE EDGING PART 1 -General 1.1 Related Documents A. The General Conditions of the contract apply to the work of this section the same as though written herein. 1.2 Scope of Work A. Furnish labor, materials, and equipment to provide and install concrete mowcurbs and steel edging as described herein and upon the drawings. 1.3 Related Sections A. Section 32 13 13 - Concrete Paving B. Section 32 13 14 - Decorative Concrete Paving C. Section 32 9113 - Soil Preparation 1.4 References A. The editions of the specifications and standards referenced herein, published by the following organizations, apply to the work only to the extent specified by the reference: 1. American Society for Testing and Materials (ASTM) 2. Standard Specifications for Public Works (Green Book) 1.5 Submittals A. Su Submit samples and literature under provisions of Section 0133 00 or Section 0125 00 (or applicable Product Substitution section). Partial or incomplete submittals are considered not acceptable and will be returned without a review. B. Submit descriptive literature and specifications for the following: 1. Concrete Design Mix - Submit concrete mix design prepared by a certified batch plant. Submit certificates signed by batch plant and contractor, certifying that material complies with or exceeds specked requirements. C. Submit photocopies of current Landscape Industry Certified Technician certificate for foremen performing work on this project. D. Substitutions: For materials that differ from brand name or product specified on the Drawings or herein. Submit product literature, specifications, and manufacturer's installation instructions. Conform to provisions as prescribed under Division 1. 1.6 Mock -ups A. Concrete Mowcurb - Prior to installing concrete mowcurb, construct on -site a mock -up of each mowcurb type noted on the Drawings. Each mock -up shall be four (4) feet long and include a tooled joint, edge finish and surface finish. Obtain Landscape Architect's acceptance of mock -up. B. Metal Edging - Prior to installing metal edging, construct on -site a mock -up of each edging type and layout as noted on the Drawings. Each mock -up shall be ten (10) feet long and include stakes, splices and nailing. C. The accepted mock -ups shall remain as the accepted standard to which mowcurbs and edging shall match. D. Remove mock -up after completion of work and dispose off -site. 1.7 Experience and Qualifications A. The Contractor shall employ only Landscape Industry Certified Technician's with the California Landscape Contractors Association (CLCA), as foremen for mowcurb and headerboard work. 1.8 Responsibilities :Z A. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for damage, injury, and loss due to his acts or neglect. Q Contractor shall continuously protect and maintain areas included in the contract during the progress of the work, through the establishment period, and until final N acceptance of the work. Contractor is responsible for repairs or replacements caused by acts of vandalism, including theft. of r7 B. Prior to work of this Section, carefully inspect previously installed work. Verify such work is complete to the point where this installation may properly commence. rn N C. Verify that work of the Section may be installed in strict accordance with the design, pertinent codes, regulations, and portions of the referenced standards. D. In the event of discrepancy, immediately notify the Landscape Architect. E. Do not proceed with installation in areas of discrepancy until such discrepancies have been fully resolved. rn b PART 2 - Products ti 2.1 steel EDGING "' A. Material: Milled steel plates J B. Thickness: As shown on the Drawings U ® C. Length: 16 feet (4.88 meters) tr N D. Connection Method: Section ends shall be field welded together. E. Stakes: 12 inch (305 mm) long galvanized steel angle, 1AA/4"thick, spacing as shown on the Drawings. o 2.2 Concrete Mowcurb 4 "I A. Concrete ®� 1. Extruded mow curbs are not allowed. ® 2. Concrete shall be transit mixed, complying with ATSM C94. 0 3. Concrete shall be supplied from a single source, using a single cement supplier .Z 4. Cement shall be Portland cement, Type 111, low alkali per ASTM C150, and produced within the United States L 0 5. Compressive Strength: 2,800 psi. Concrete is non - structural, and does not require special inspection. .rz 6. Combined Aggregate Grading: c: 0 y CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK N 'a DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 LOCATION: NW CORNER OF CONIC. SD INLET ON NORTH SIDE OF SANTA FE DR. WEST OF 1 -5 AT THE NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL q RECORD FROM: R.O.S. 18416 ELEVATION: 173.376, STA1048 (ENC48) DATUM: NAVD88 ca 7. Class C per Standard Specification Section 201 -1.3.2 8. Aggregate shall be non - reactive per ASTM C 289, and shall comply with ASTM C33, Table 3, Class 4M. 9. Concrete Content: 520 pounds per cubic yard concrete 10. Slump: 4 -inch maximum 11. Water- Cement Ratio: .58 -.60 maximum range. 12. Integral Color Admixture: None. 2.3 Reinforcing Steel A. Preformed, billet steel bars, conforming to ASTM A 615 -84A, Grade 40. Deliver bars new and free form rust and mill scale in original bundles with mill tags intact. B. Forming stakes shall be at least 1 inch by 2 inches actual dimensions, of length necessary to extend into solid earth a minimum of 12 inches. 2.4 Expansion Joint Material A. Expansion joint material: W. R. Meadows or equal, Ceramar flexible foam resilient filler, full depth of header, 3/8 inch thickness or as shown on drawings. B. Dowels shall be #4 reinforcing bar, with polyethylene closed -end sleeve, Speed Dowel or equal. 2.5 Weakened Plane Joints and Scorelines A. Saw -cut, Sof -Cut, or tooled joint technique, with maximum tooled radius edge of 1/4 inch. B. No "zip -strip joint" products and technique permitted. 2.6 Sealant A. Provide sealants complying with Section 0719 00, at locations specified or as shown on drawings. 2.7 Other Materials A. Provide other materials, not specifically described but required for complete and proper installation of this work, as selected by the contractor and subject to the approval of the Architect. PART 3 - Execution 3.1 steel edging INSTALLATION A. Preparation: Ensure that all underground utility lines are located and will not interfere with the proposed edging installation before beginning work. Locate border line of edging with string or other means to assure border straightness and curves as designed. Dig trench 1 inch (25 mm) deeper than set of edging bottom. B. Set pre welded edging into trench with top of stakes flush with compacted finish grade on turf side. Drive stakes through edging loops until locked in place. Field weld edging seams. C. Where edging sections turn at comers and at angled runs, field weld two sections together at the corners. D. Backtilling and Cleanup: Backfill both sides of edging, confirm and adjust if necessary that sections are securely held together, and compact backfill material along edging to provide top of edging at 1 inch above turf finish grade or 2 inches above shrub planting area finish grades. Cleanup and remove excess material from site. 3.2 Concrete Mowcurb Installation A. Preparation 1. Verify grades for pitch and fall prior to pouring concrete. 2. Verify compaction of subgrade complies with specifications and Drawings. 3. Notify Architect 48 hours prior to placing concrete. Obtain Architect's acceptance of subgrade, forming, and embedded items prior to placing. B. Forming 1. Install forms in accordance with specified tolerances. 2. Stake rigidly in place at maximum intervals of 4 feet on center. Secure so as to prevent displacement during pouring and finishing process. 3. Thoroughly dean forms, removing debris, coatings, and foreign matter. Coat forms with bond breaker compound suitable for use with concrete without staining or discoloration. C. Placement 1. Concrete shall be placed on a subgrade sufficiently dampened to ensure that no moisture will be absorbed from the fresh concrete. 2. Dampen forms as required to tighten joints and cracks in forming material 3. Provide reinforcing in accordance with detail drawings and as specified. Install deformed bar reinforcing on concrete chairs or plastic supports. 4. Concrete shall be placed as a continuous pour for each section or between expansion joints. Placement at the end of the day or when operations are anticipated to stop for a period of more than 40 minutes, the pour shall terminate at an expansion joint. Placement over the previous day's work or fresh concrete that has set is not acceptable and shall be removed and replaced. D. Broom Finish 1. Float and steel trowel surface to forming. 2. Provide a light broom texture, parallel to direction of curb using a soft hair or nylon bristle broom. E. Joint Treatment 1. Provide expansion joints at locations shown on drawings, and as follows: a. Beginning and end of curves and large radii. b. Where curb abuts walls, bollards, columns, paving, and utility pads. c. At 30 feet on center in linear measurement d. Tool edges adjacent to expansion material with maximum 114 inch radius tool 2. Provide control (weakened plane) joints at locations shown on drawings, and as follows: a. At 10 feet on center maximum. b. Provide control (weakened plane) joints by saw cutting method, hand -held jointing tools, or by use of Sof -Cut equipment. Use of zip -strip not acceptable. c. Provide maximum 1/4 inch edge radius at joints. APPROVALS ■ u�. �m�._.> r� ■t; ±t�'i'1 /�i�tfaa■�a��■ica"N ENGINEER'S NAME CITY ENGINEER DATE DATE ��1I�I��1�I�� Z >r • ra RM d. Extend control joints a minimum of 1 -1/4 inches below surface, or 1/4 the thickness of the curb, whichever is greatest. Provide hand - cutters, tooled joints or other approved tools for conditions where equipment cannot continue cutting to outside edge. e. Schedule cutting control joints as necessary to avoid raveling edge, but as necessary to avoid shrinkage cracking. F. Sealing 1. Seal concrete with specified sealer. Do not permit overspray onto adjacent concrete paving or buildings. 3.3 Field Quality Control A. Tolerances 1. Level: 3116 inch plus or minus at point measured along a 10 foot straight edge. 2. Adjacent surfaces: 1/8 inch maximum difference at point between adjacent concrete pours or between curb and adjacent paving materials. 3. Line: 1/4 inch, plus or minus, deviation from a straight line in 10 foot length, non - cumulative. 4. Final elevations shall comply with grades as shown on drawings, to a tolerance of plus or minus 0.25 inch. 5. Tolerances do not permit violation of dimensions or grade and slopes relationships required by code or jurisdictional authority. Adjust work as required to comply with such requirements. B. Appearance 1. Remove and replace concrete not matching approved mock -up; concrete not complying with specified tolerances, and concrete with the following defects. a. Inconsistent texture. b. Irregular or misaligned direction of texture. c. Concrete with spalled or raveled control or expansion joints. d. Concrete exhibiting splotching or discoloration in surface including discoloration due to "carbonation ". e. Concrete exhibiting cracking, including shrinkage cracking, where cracks are located between joint patterns. 2. Use of patching mortar for repair of edge defects is subject to acceptance of final color and texture by Landscape Architect. Use of patching mortar not acceptable for repair of defective integral colored concrete. END OF SECTION 32 9413 Copyright 2016 GroundLevei Landscape Architecture SECTION 32 94 49 - TREE DRAINAGE SYSTEM PART 1 - General 1.1 Related Documents A. The General Conditions of the contract apply to the work of this section the same as though written herein. 1.2 Scope of Work A. Furnish labor, materials, and equipment to provide, and install, plant pit breather tubes as described herein and upon the drawings. 1.3 Related Sections A. Section 32 84 00 - Planting Irrigation B. Section 32 9113 - Soil Preparation C. Section 32 93 00 - Plants 1.4 References A. The editions of the specifications and standards referenced herein, published by the following organizations, apply to the work only to the extent specified by the reference: 1. American Society for Testing and Materials (ASTM) 2. American National Standards Institute (ANSI) 3. National Sanitation Foundation (NSF) 1.5 Submittals A. Submit samples and literature under provisions of Section 0133 00 or Section 0125 00 (or applicable Product Substitution section). Partial or incomplete submittals are considered not acceptable and will be returned without a review. B. Submit descriptive literature and specifications for the following: 1. PVC perforated drainpipe. 2. Connectors, fittings, glue, tape, and other accessories. 3. Grates. 4. Drain sock material. 5. Perforated flex pipe (when applicable). C. Submit photocopies of current Landscape Industry Certified Technician certificate for foremen performing work on this project. When certificate is not available, submit a resume stating the foremen's experience with similar projects of the size and scope of work on this project. 1.6 Qualifications and Experience A. The Contractor shall employ only Landscape Industry Certified Technician with the California Landscape Contractors Association (CLCA), as foremen for landscape drainage installation work. ENGINEERING DIVISION APPROVALS a • 1't DATE SPECIFICATIONS -CITY OF ENCINITAS - DEVELOPMENT-SERVICES DEPARTMENT LANDSCAPE •R SCRIPPS MEMORIAL • SPITAL MAIN ENTRY RECONFIGURATION 354 SANTA FE DRIVE, SCRIPPS HEALTH 258-242-02 PLANNING CASE NO: 06-066 TPM/TM/CDP/DRIMUP/MIN/EIA, etc., 17-164SUBC SHEET 270F 33 Q N ♦r I J 0 0 V. V! v 63 0 r, 0 a 0 :c U 1 3P 0 K 1.7 Responsibility A. The Contractor shall be responsible for the protection of public and private property adjacent to the work, and shall exercise due caution to avoid damage to such property. The work shall be protected and maintained throughout the contract period, including during suspension of work, and until final acceptance of the work. Contractor shall repair or replace damaged improvements including damages from acts of vandalism, theft, and graffiti removal. Repairs or replacements shall be at least equal to original condition of the improvement, and shall match in finish and dimension. B. Prior to work of this Section, verify such previously installed work is complete to the point where this installation may properly commence. Verify that work of this section may be installed in accordance with the design, pertinent codes and regulations, and pertinent portions of the referenced standards. C. In the event of discrepancy, immediately notify the Landscape Architect. D. Do not proceed with installation in areas of discrepancy until such discrepancies have been fully resolved. PART 2 - Products 2.1 Plant Pit Breather Tubes A. Tubes - dgid perforated polyvinyl chloride (PVC) drainpipe. Sizes per schedule on Planting Detail Drawings. B. Grate - NDS #14 round, flat polyethylene grates with UV inhibitor, black color, for 3" tube; NDS #11 round for 4" tube. C. Drain Sock - a non -woven geotextile filter fabric sleeve, sized to fit drainpipe specified. D. Other NDS fittings as required to complete the installation as shown on the drawings. 2.2 Landscape Drains A. Drains shall be as manufactured by NDS, Inc., (800) 726 -1994, or approved equal. B. Planter Area Drain: NDS #78, 4 inch domed structural foam polyethylene atrium grate with UV inhibitor, black color, to fit 4 inch pipe riser installed by others. C. Lawn Area Drain: NDS# 1221 12 inch square adapter to fit 8 inch pipe riser installed by others. Grate shall be NDS# 1290 domed structural foam polyethylene grate with UV inhibitor, green color. D. Other fittings or appurtenances required to complete the installation. E. All drain grates shall be secured to pipe or adapter with two stainless steel set screws. 2.3 Tree Pit Drains A. Breather tubes shall be per Part 2.01 above. B. Flex perforated pipe shall be manufactured by NDS or approved equal C. Drain sock - a non -woven geotextile sleeve, size to fit drainpipe per detail. D. Other NDS fittings as required to complete the installation as shown on the drawings. PART 3 Execution 3.1 Plant Pit Breather Tube Installation A. Install breather tubes per detail and schedule shown on the Drawings. Install tubes plumb and equally- spaced around the root ball. 3.2 Drain Installation A. Finish grading after soil preparation shall establish final flow lines and gradients for uniform water drainage. Flow lines and gradients shall be established from the high point to the drainage outlet or an inlet structure. B. Install landscape drains after finish grading has established final flow lines and swales. Cut pipe risers provided by others to proper height and install adapters and grates per detail drawings and manufacturer's instructions. 3.3 Tree Pit Drain Installation A. Install breather tubes plumb and equally spaced at edge of roothail. B. Install flex tube portion per detail in drawings. Slope only the portion of the pit beyond the rootbali to achieve the required slope to the flex tube. The bottom of the plant pit below the rootbali shall be level. C. Contractor shall coordinate the connection of the flex tube to the site drain lines with the appropriate contractor. 3.4 Protection A. The Contractor shall carefully and continuously protect all areas included in the contract, including lawn areas, plant material, supports, etc. until final acceptance of the work by the Owner or his representative. B. Contractor shall verify positive drainage to all inlets after planting operations. Ponding of water in low spots and depressions in planting areas shall not be permitted. C. Contractor shall clear all obstructions from drain inlets and lines. 3.5 Reviews A. Contractor shall give 48 hours notice and set appointment for all reviews by the Landscape Architect. B. Review by Landscape Architect shall be scheduled for the following operations: 1. Review of finish grading. 2. Review placement of landscape drains. 3. Review of finished grading. C. In the event the Contractor requests inspection of work, and said work is substantially incomplete, the Contractor shall be responsible for Landscape Architect's hourly charges and per diem costs. 16 Clean -Up A. Remove trash, excess soil, and other debris from the site. Repair scars, ruts, or mars in area caused by work operations. B. Clear obstructions from drain inlets and lines. END OF SECTION 32 94 49 LANDSCAPE BARRIER MEMBRANES Copyright 2016 GroundLevel Landscape Architecture SECTION 32 94 53 - LANDSCAPE BARRIER MEMBRANES PART i -GENERAL 1.1 RELATED DOCUMENTS A. The General Conditions of the contract apply to the work of this section the same as though written herein. 1.2 SCOPE OF WORK A. Furnish labor, materials, and equipment to provide, and install root barriers and water barriers as described herein and upon the Drawings. 1.3 RELATED SECTIONS A. Section 32 0190 - 90 -Day Establishment Period B. Section 32 13 13 - Concrete Paving C. Section 32 13 14 - Decorative Concrete Paving D. Section 32 9113 - Soil Preparation E. Section 32 93 00 - Plants F. Section 32 94 49 - Tree Drainage System G. Section 32 9413 - Mow Curbs and Landscape Edging 1.4 REFERENCES A. The editions of the specifications and standards referenced herein, published by the following organizations, apply to the work only to the extent specified by the reference: 1. American Society for Testing and Materials (ASTM) 1.5 SUBMITTALS A. Submit samples and literature under provisions of Section 0133 00 or Section 01125 00 (or applicable Product Substitution section). Partial or incomplete submittals are considered not acceptable and will be returned without a review. B. Submit description literature and specifications for the following: 1. Tree root barrier 2. Water barrier C. Submit copies of Landscape Industry Certified Technician registration for foremen performing work on the project. D. Submit a minimum of five (5) projects with root barrier installed by the Contractor. 1.6 QUALIFICATIONS AND EXPERIENCE A, The Contractor shall employ only Landscape Industry Certified Technician with the California Landscape Contractors Association (CLCA), as foremen for root barrier and water barrier installation work. B. The Contractor shall show proof that personnel have at least five (5) years experience with installation of root barriers and water barriers. 1.7 RESPONSIBILITY A. The Contractor shall be responsible for the protection of the work and for the public and private property adjacent to the work, and shall exercise due caution to avoid damage to such property. The work shall be protected and maintained throughout the contract period, including during suspension of work, and until final acceptance of the work. Contractor shall repair or replace damaged improvements including damages from acts of vandalism, theft, and graffiti removal. Repairs or replacements shall be at least equal to original condition of the existing improvement and shall match in finish and dimension. B. Prior to work of this Section, verify that previously installed work is complete to the point where this installation may properly commence. Verify that work of this section may be installed in strict accordance with the original design, pertinent codes, regulations and portions of the referenced standards. C. In the event of discrepancy, immediately notify the Landscape Architect. D. Do not proceed with installation in areas of discrepancy until such discrepancies have been fully resolved. PART 2 -PRODUCTS 2.1 PLASTIC TREE ROOT BARRIERS A. The Contractor shall furnish and install tree root barriers as specified. The tree root barriers shall be product #UB 24 -2 as manufactured by Deep Root Partners, LP, 345 Lorton Avenue #103, Burlingame, CA 94010, (800) 458 -7668, or approved equal. B. The root barriers shall be black, injection molded panels, of 0.085 inches wall thickness in modules 24 inches long by 24 inches deep; manufactured with a minimum 50 percent post- consumer recycled polypropylene plastic with added ultraviolet inhibitors; recyclable. C. Each panel shall have: 1. Not less than four (4) molded integral vertical root deflecting ribs of a minimum 0.085 inches thickness protruding 112 inch at 90° from interior of the barrier panel, spaced 6 inches apart. 2. A double top edge consisting of two parallel, integral, horizontal ridges of a minimum 0.085 inches thickness, 3(8 inches wide and 114 inches apart with the lower rib attached to the vertical root deflecting ribs. 3. A minimum of 9 anti -lift ground lock tabs consisting of integral horizontal ridges of a minimum 0.085 inches thickness in the shape of a segment of a circle, the 2 inches chord of the segment joining the panel wall and the segment, protruding 318 inches from the panel. The nine ground locks on each panel shall be about equally spaced between each of the vertical root deflecting ribs (3 between each set of ribs) 4. The basic properties of the copolymer polypropylene material shall be: Test ASTM Test Method Value Tensile stress @ yield D638 3800 PSI Elongation @ yield D638 6.3 percent Flexural Modulus D790B 155,000 PSI Notched Izod Impact D256A 7.1 Rockwell Hardness R -scale D785A 68 5. Preassembled self - locking flexible (0° -1800) joiner strips to connect one panel to the next. 2.2 PLASTIC WATER BARRIERS A. The water barriers shall be product Deep Root Water Barrier #WB 36130 (36 inches wide x 300 feet long) as manufactured by Deep Root Partners, LP, 345 Lorton Avenue #103, Burlingame, CA 94010, (800) 458 -7668, or acceptable equal B. The water barriers shall be polyethylene (HDPE) of 0,030 inches thick. Recyclable sheet material with a minimum of 75 percent post- consumer recycled content. C. The water barrier is designed to protect hardscapes from subterranean water movement from planting areas. D. Caution: The water barrier product will not turn tree roots downward. Do not use water barrier in lieu of a rootbarrier. E. In some cases, both a root barrier and water barrier may be needed. In this condition, the root barrier shall be installed on the tree side and the water barrier shall be installed on the hardscape side. They can be installed up against each other. PART 3 - EXECUTION 3.1 TREE ROOT BARRIERS A. install the tree root barriers in a linear fashion adjacent to paving, sidewalk, or curb in conditions where trees are to be planted within 5 feet of these improvements. Root barriers shall extend 6 feet in each direction from center of tree as measured along length of improvement. Use only full panels. B. The vertical root deflecting ribs shall be facing inwards to the root ball and the double top edge shall be 1t2 inch above grade. C. Panels shall be connected with the flexible joiner strips in the length required. D. Omit barriers for palm trees, unless noted otherwise. 32 WATER BARRIERS A. Install water barriers where indicated on the plans and to the depths specified in the details to meet the geotech report recommendations and per the manufacturer's recommendations. B. The top edge of the water barrier shall be flush with the top of soil. A continuous bead of silicone sealant shall be used to secure the water barrier to the adjacent hardscape. C. Join water barriers sheets vertically with sealant tape per manufacturer's recommendations. Minimize seams wherever possible. 300 linear feet can be installed without a seam. 3.3 EXCAVATION AND BACKFILL A. Excavation and backfill shall conform to the manufacturer's specifications and details. B. 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LZ R, 6 (I 31 0 00000000 - ------- -- -- .0.00000.%' + + + + . . + + . . . + + + + + + + + + .+ + + l + + + + + --9 ++ + ++ + l ......x..%. + + + + + + + + . 00000 ++' + + + + + + 90 00 + o � Do.00 . .. + + l '� + + + L + + I + T + + % % lI + + + + t- -+ 23. +LL" +-� -". + + 1 � - l 1 i + + 0000 00 6 . + + + + + + + + 4 + t . . . . + = I + . :+: + + % + + + +- + l+X- + : ,+ : + Z + + "+ + l �l il. : + + 'rt + + + + - + IMI. aF WO ,++++ +, + ' + + + + 0 + A+ + . . + g� ++ . + ' l + l+. +:+ . . . . + + + :+ X + + l , + + l +++ « ++ IF + + v + ' + + + + l + + + +\ +' 74 + + + + + + + + + Ii r CV I SYMBOL I DESCRIPTION I 1777-7-1-1 2" DEEP LAYER OF SHREDDED BARK MULCH 3" DEEP ROCK MULCH OF COPPER CANYON 314" CRUSHED 'o 'o AVAILABLE AT SOUTHWESTERN BOULDER AND STONE DER SUPERVISION OF Ila DATE: 4470 E-1 .: 03-31-2020 EX Yy rt iri 31 0 00000000 - ------- -- -- .0.00000.%' + + + + . . + + . . . + + + + + + + + + .+ + + l + + + + + --9 ++ + ++ + l ......x..%. + + + + + + + + . 00000 ++' + + + + + + 90 00 + o � Do.00 . .. + + l '� + + + L + + I + T + + % % lI + + + + t- -+ 23. +LL" +-� -". + + 1 � - l 1 i + + 0000 00 6 . + + + + + + + + 4 + t . . . . + = I + . :+: + + % + + + +- + l+X- + : ,+ : + Z + + "+ + l �l il. : + + 'rt + + + + - + IMI. aF WO ,++++ +, + ' + + + + 0 + A+ + . . + g� ++ . + ' l + l+. +:+ . . . . + + + :+ X + + l , + + l +++ « ++ IF + + v + ' + + + + l + + + +\ +' 74 + + + + + + + + + Ii r CV I SYMBOL I DESCRIPTION I 1777-7-1-1 2" DEEP LAYER OF SHREDDED BARK MULCH 3" DEEP ROCK MULCH OF COPPER CANYON 314" CRUSHED 'o 'o AVAILABLE AT SOUTHWESTERN BOULDER AND STONE DER SUPERVISION OF Ila DATE: 4470 E-1 .: 03-31-2020 CONDUCTOR TABLE AWG SIZE CABLE - PHASE . •l •. • • 1 eeeeee 12U T2 -5 & 6 2 02 12L WAV 3 02 14U T4 -1 & 2 4 02 14L T4 -3 & 4 5 05 J1U T3 -1 & 2 6 04 16U T4 -9 & 10 7 04 16L T4 -11 & 12 8 06 J2U T3 -5 & 6 9 06 J2L T3 -7 & 8 10 06 J3U T3 -11 & 12 11 06 J4U T5 -1 & 2 12 06 J4L T5 -3 & 4 13 01 11U T2 -1 & 2 14 08 J6U T5 -9 & 10 15 08 J6L T5 -11 & 12 PPB 02 112U T8 -4 & COM6 PPB 04 112L T8 -5 & COM6 PPB 06 113U T8 -7 & COM9 PPB 08 113L T8 -8 & COM9 EVA 02 J12U T9 -4 & COM6 EVB 04 J13U T9 -7 & COM9 EVC 06 J12L T9 -5 & COM6 EVD 08 J13L T9 -8 & COM9 FLASH - 114U T8 -10 & COM12 05 S 3 CONDUCTOR/12 CONDUCTOR 29 -5 -100 50' 15' 130W 2 -� SV -2 -T 01, 08, 06 06 SP -2 -T 04P, 06P 04 06 W S 16.4' 4' - rrDD 249 -^4- 400 lw 15' 130W M' 08 05, 08 SP -2 -T SIGNAL SERVICE 08P 06 S 19.1' 4' Santa Fe �5 Fn /y' A INTERCONNECT CABLE SV -2 -T 08 E 19 -4 -70 30' 10` SP- 2-T 04P, 02P LOOP DETECTOR � EXIST Sc�1tc F � ALL EXISTING EQUIPMENT ❑7 CUTOFF SV -2 T 04, 05 LOOP DETECTOR E PBA ST - - _ - - 08 W EXIST PER CALTRANS PLAN E- 89zan, EMERGENCY VEHICLE DETECTOR (EV-DLC) PROJECT 11160001311 F ® ® ® ® ® ®® 02' ALL CONDUCTORS /CABLES ARE NEW. CONSTRUCTION NOTES (THIS SHEET oNLY) a ABANDON AND REMOVE CONDUCTORS FRS] REMOVE AND SALVAGE EQUIPMENT BC INSTALL PULL BOX IN EXISTING CONDUIT RUN CB INSTALL CONDUIT INTO EXISTING PULL BOX CC CONNECT NEW AND EXISTING CONDUR. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. SC SPLICE NEW TO EXISTING CONDUCTORS RC EQUIPMENT TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR RL RELOCATE EQUIPMENT ❑1 CONTRACTOR SHALL RELOCATE EXISTING MODEL 332 CABINET AND UPGRADE CONTROLLER TO 2070 ATC CONTROLLER WITH McCAIN OMNI EX SOFTWARE. INSTALL 2010 ECLIP CMU BY EDI. INSTALL OPTICOM MODEL 764 MULTIMODE PHASE SELECTOR. UPGRADE POWER DISTRIBUTION FROM PDA 1 TO PDA 2. FURNISH AND INSTALL POLARA IN2 APS PUSH BUTTON SYSTEM. FURNISH AND INSTALL CCTV CAMERA BOSCH MODEL MIC -7000. FURNISH AND INSTALL CISCO IE -4000 FIBER SWITCH, MODEL IE- 4000 - 4135813413-E, AND POWER SUPPLY. FURNISH AND INSTALL ENABLE 860 PRO ETHERNET EXTENDER. FURNISH AND INSTALL POWER CYCLE RELAY. FURNISH AND INSTALL SIDE MOUNTED BBS CABINET. REMOVE BATTERIES FROM CONTROLLER CABINET AND INSTALL NEW BATTERIES WITHIN BBS CABINET. INSTALL PULL OUT DOCUMENT DRAWER, INTERNAL LED LIGHT FRONT AND BACK CABINET, SURGE PROTECTOR, AND CITY SPECIFIC LOCKS. CABINET SHALL BE WIRED FOR RED MONITOR CAPABILITY. ❑ 2 EXISTING TYPE III -BF SERVICE EQUIPMENT ENCLOSURE TO REMAIN. ❑ 3 DISCONNECT AND PULL EXISTING SIC (6 #20) FROM CONTROLLER CABINET TO THIS PULL BOX. REINSTALL SIC INTO NEW CONDUIT BACK TO CONTROLLER CABINET AS SHOWN ON PLANS. F41 INSTALL NEW SIGNAL HEAD WITH NEW TENON AND EVP DETECTOR TO ALIGN WITH LANE. INSTALL MAST ARM MOUNTED SIGN PER DETAIL "U ", STANDARD PLAN ES -7N. SIGN TYPE AS NOTED ON PLAN. E6 INSTALL RAIN TIGHT CAP TO COVER EXISTING TENON. CONTRACTOR SHALL REMOVE EXISTING POLE AND FOUNDATION TO A MINIMUM OF 3' BELOW FINISHED GRADE. CONTRACTOR SHALL REMOVE AND REUSE EXISTING SIGNAL INTERCONNECT CABLE AND ABANDON EXISTING COUNDUIT. CONTRACTOR SHALL COIL 6 FEET OF CABLE SLACK IN CALTRANS SIGNAL CABINET. CHANGE NO.1 DESCRIPTION APPROVED DATE R/W DETECTOR ASSIGNMENTS DETECTOR NUMBER PHASE SLOT NUMBER FIELD TERMINALS 1 02 12U T2 -5 & 6 2 02 12L T2 -7 & 8 3 02 14U T4 -1 & 2 4 02 14L T4 -3 & 4 5 05 J1U T3 -1 & 2 6 04 16U T4 -9 & 10 7 04 16L T4 -11 & 12 8 06 J2U T3 -5 & 6 9 06 J2L T3 -7 & 8 10 06 J3U T3 -11 & 12 11 06 J4U T5 -1 & 2 12 06 J4L T5 -3 & 4 13 01 11U T2 -1 & 2 14 08 J6U T5 -9 & 10 15 08 J6L T5 -11 & 12 PPB 02 112U T8 -4 & COM6 PPB 04 112L T8 -5 & COM6 PPB 06 113U T8 -7 & COM9 PPB 08 113L T8 -8 & COM9 EVA 02 J12U T9 -4 & COM6 EVB 04 J13U T9 -7 & COM9 EVC 06 J12L T9 -5 & COM6 EVD 08 J13L T9 -8 & COM9 FLASH - 114U T8 -10 & COM12 SIGNS (THIS SHEET ONLY) T R10 -12 A" ALL VEHICLE HEADS SHALL BE 12" WITH BACK PLATES AND GLASS LENSES. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED. —� NOT USED T { 02 Q 12' 12' POLE SCHEDULE AB 13818 -G J 06 07 08 354 SANTA FE DRIVE STANDARD VERTICAL: LUMINARE ^' R.C.E. NO.: C61311 SIGNAL MOUNTING PPB PLACEMENT 258- 242 -02 SHFFT An (11F AA PROPOSED ELECTRICAL — nATF n, PI ANNWr rACF Nr1 na_naaTPM /TRA /rr1P /r1R /MIIP /MIN /FIA a}r 17_1AA.g1Mr. EASEMENT RC 6 77 ! SNS REMARKS NO. TYPE M.A. M.A. LED VEHICLE PEDESTRIAN A B A 2 em4�70 45 1c 18OW 2 -MAS 01, 06 SP -2-T � O.I , 0 04, m EXIST RS ALL EXISTING EQUIPMENT Q7 CUTOFF SV--2 -T 04, 05 S 29 -5 -100 50' 15' 130W 2 -� SV -2 -T 01, 08, 06 06 SP -2 -T 04P, 06P 04 06 W S 16.4' 4' - rrDD 249 -^4- 400 lw 15' 130W M' 08 05, 08 SP -2 -T 06P, 08P 06 S 19.1' 4' Santa Fe �5 Fn /y' A SV -2 -T 08 E 19 -4 -70 30' 10` SP- 2-T 04P, 02P � EXIST Sc�1tc F � ALL EXISTING EQUIPMENT ❑7 CUTOFF SV -2 T 04, 05 E PBA ST - - _ - - 08 W EXIST PER CALTRANS PLAN E- 89zan, PROJECT 11160001311 F 26 4�10d1 16 180 2 -M8 02' 05 8P 02I, 08P 02 N EXIT _ PER CALTRANS PLAN E- 89zan, CUTOFF SV- T 02, 04 PROJECT 11160001311 28-- 4-•-70 40> 0, 180W M,AS 04 SP -2 -T 02P, 04P 02 N EXIST Sri f � CUTOFF aV-- �2a- -T 1, 04 04 W ALL VEHICLE HEADS SHALL BE 12" WITH BACK PLATES AND GLASS LENSES. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED. 12' 06 mwem 12' l 12' NG LOOPS 3 "C, 2 SIC (6 #20) i O ©i 05 02 SPECIAL NOTES 1. ALL LIMIT LINE LOOPS SHALL BE TYPE F PER ES-1C AND ES -5B IN THE 2018 CALTRANS STANDARD PLANS. 2. ALL CONDUIT SHALL CONTAIN MULE TAPE. 3. CONTRACTOR SHALL POTHOLE ALL NEW POLE LOCATIONS PRIOR TO ORDERING POLES. BENCHMARK DESCRIPTION: 2.5" BRASS DISC STAMPE LOCATION: NW CORNER OF CONC. SD II NORTH SIDE OF SANTA FE DR. WEST OF NE RETURN INTO SCRIPPS MEMORIAL H RECORD FROM: R.O.S. 18416 ELEVATION: 173.376, STA. 1048 (ENC -48) DATUM:NAV588 DESIGN SPEED ON SANTA FE DRIVE = 35 MPH DESIGN SPEED ON HOSPITAL DRIVEWAY = 25 MPH THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: 08 —� NOT USED T { 02 Q 12' 12' 61 --C> AB 13818 -G J 06 07 08 354 SANTA FE DRIVE VERTICAL: l 04 ^' R.C.E. NO.: C61311 CITY NGI �9 7 0 258- 242 -02 SHFFT An (11F AA PROPOSED ELECTRICAL — nATF n, PI ANNWr rACF Nr1 na_naaTPM /TRA /rr1P /r1R /MIIP /MIN /FIA a}r 17_1AA.g1Mr. EASEMENT RC 6 77 ! 12' 06 mwem 12' l 12' NG LOOPS 3 "C, 2 SIC (6 #20) i O ©i 05 02 SPECIAL NOTES 1. ALL LIMIT LINE LOOPS SHALL BE TYPE F PER ES-1C AND ES -5B IN THE 2018 CALTRANS STANDARD PLANS. 2. ALL CONDUIT SHALL CONTAIN MULE TAPE. 3. CONTRACTOR SHALL POTHOLE ALL NEW POLE LOCATIONS PRIOR TO ORDERING POLES. BENCHMARK DESCRIPTION: 2.5" BRASS DISC STAMPE LOCATION: NW CORNER OF CONC. SD II NORTH SIDE OF SANTA FE DR. WEST OF NE RETURN INTO SCRIPPS MEMORIAL H RECORD FROM: R.O.S. 18416 ELEVATION: 173.376, STA. 1048 (ENC -48) DATUM:NAV588 DESIGN SPEED ON SANTA FE DRIVE = 35 MPH DESIGN SPEED ON HOSPITAL DRIVEWAY = 25 MPH THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: 08 - 1 = _. _.. f Q m 1.L. PERMIT NUMBER I1- 19 -6MC -0211 CO SD RTE 5 PM A3 -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE SHEET _ OF _ SHEETS I Exist 17¢" C. 2 #10 (LTG), 2 #6 (SERVICE) v 2 Exist 2" C. 2 #10 (LTG), 2 #6 (SERVICE) - X - i 1� Exist 1X2 "C, 2 DLC., REMOVE 2 DLC.° 4l INSTALL 2 DLC. o N LOOPS 12' 20' 8' 2E' 5. 22' 1 CIVIL 01' CAL 1F� 20 0 20 30 40 50 CB SC 3 Exist 1Y2"C, 2 SIC (6 #20) TO CONTROLLER ( p AT I -5 OFF -RAMP IIIIEWA we R/w 0 LIN Consulting, Inc. —� NOT USED T 01 02 03 04 Drawn By: RMW --C> NOT USED 13818 -G 05 06 07 08 - 1 = _. _.. f Q m 1.L. PERMIT NUMBER I1- 19 -6MC -0211 CO SD RTE 5 PM A3 -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE SHEET _ OF _ SHEETS I Exist 17¢" C. 2 #10 (LTG), 2 #6 (SERVICE) v 2 Exist 2" C. 2 #10 (LTG), 2 #6 (SERVICE) - X - i 1� Exist 1X2 "C, 2 DLC., REMOVE 2 DLC.° 4l INSTALL 2 DLC. o N LOOPS 12' 20' 8' 2E' 5. 22' 1 CIVIL 01' CAL 1F� 20 0 20 30 40 50 CB SC 3 Exist 1Y2"C, 2 SIC (6 #20) TO CONTROLLER ( p AT I -5 OFF -RAMP IIIIEWA we R/w 0 LIN Consulting, Inc. Traffic, Civil and Electrical Consulting Engineers 4858 MERCURY STREET, SUITE 207 SAN DIEGO, CA 92111 TEL: (858)278-4800 8/28/19 r Designed By: SMK DN PROJECT: P9553 Drawn By: RMW 9553— EO1.dwg Checked By: SMK CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC MMEND D: O HORIZONTAL: DATE: �LS d�4s� SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 13818 -G / JE E OWENS EDWARD J. MER 354 SANTA FE DRIVE VERTICAL: ^' R.C.E. NO.: C61311 CITY NGI �9 SCRIPPS HEALTH 7 /-L°� < < ti 258- 242 -02 SHFFT An (11F AA S UL M. KANE EXP.: 06 -30 -19 — nATF n, PI ANNWr rACF Nr1 na_naaTPM /TRA /rr1P /r1R /MIIP /MIN /FIA a}r 17_1AA.g1Mr. LEGEND (THIS SHEET ONLY) ' EXISTING ROADSIDE SIGN T PROPOSED ROADSIDE SIGN ( EXISTING TYPE IV(R) PAVEMENT ARROW EXISTING TYPE IV(L) PAVEMENT ARROW EXISTING TYPE VI PAVEMENT ARROW INSTALL TYPE N(L) THERMOPLASTIC PAVEMENT ARROW AS INDICATED. INSTALL TYPE IV(R) THERMOPLASTIC PAVEMENT ARROW AS INDICATED. XX PROPOSED PAVEMENT STRIPING PER CALTRAN STRIPING DETAILS. SEE STANDARD PLANS A20A THROUGH A20D. TS TRAFFIC SIGNAL SB SANDBLAST EXISTING STRIPING AND /OR PAVEMENT MARKING. RS REMOVE AND SALVAGE EXISTING EQUIPMENT. RL REMOVE AND RELOCATE EXISTING EQUIPMENT AS INDICATED. INSTALL THERMOPLASTIC BIKE LANE ARROW AS INDICATED. INSTALL THERMOPLASTIC BIKE LANE PAVEMENT LEGEND. r INSTALL PAINTED GREEN BIKE LANE DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK SAUL M. KANE R.C.E. 61311 1 DATE CHANGE NO. 240 L.F. 376 CONSTRUCTION NOTES (THIS SHEET ONLY) SB CONTRACTOR SHALL REMOVE EXISTING STRIPING AND /OR PAVEMENT LEGEND BY SANDBLASTING OR METHOD APPROVED BY CITY INSPECTOR. CONTRACTOR SHALL REMOVE ALL DEBRIS AT THE END OF EACH WORK DAY RL RELOCATE EXISTING SIGN RS REMOVE AND SALVAGE F1 RE -PAINT EXISTING DETAIL 38 AS SHOWN. M INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE AS SHOWN E3 REMOVE EXISTING R9- 11a(L) AND INSTALL R9 -9. ® PAINT MEDIAN NOSE YELLOW PER CITY REQUIREMENTS. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 ___ _ m _.._.._._._ ._..___ — — ______-------- LOCATION: NW CORNER OF CONC. SD INLET ON ______ NORTH SIDE OF SANTA FE DR. WEST OF 1 -5 AT THE HORIZONTAL: ___ __ NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL RECORD FROM: R.O.S. 18416 VERTICAL: ELEVATION: 173.376, STA. 1048 (ENC -48) ______m__.._.. ------- .__.___ DATUM: NAVD88 V I 112' I M ' � _ t I 's J 230 L.F. 37B SIGNS(THIS SHEET ONO ''! % / /// S %T % %'Pi Em! �1 � Y " V1 "CONTINENTAL" CROSSWALK 29 PER CALTRANS STANDARD P- a 4 A2� TYPICAL)l 1 ___: llii i 2 ' 80 L.F. 39A 56 L.F. EACH I I 2 9 80 L R/W 39 45 L.F. t I R3 -7 R81(CA) r p R3 R81 A(CA) 14' SB SB % - f 9 180 11' �� O 7 M 1 3 RL 1 R4 -7 180 LF. 01 -3 SB ci° 30 LF. ( 29 z � n iY O [- = Z V) U 14' b4' 28' W 38 25 L.F. -R3 -7 SPECIAL DISTRICT APPROVAL " 01 "c" C5 T: ""~" "" CST: PLANS PREPARED UNDER SUPERVI 10 DATE: S hR.C.E. NO.: C6131 SA UL M. KANE EXP.: 06 -30 -19 40 0 40 60 80 100 °Y: ENGINEERING DIVISION APPROVALS O I F t R3 -7 =- Z in F REC MMEN ED. OV 4 JE E OWENS EDWARD J. TIER9 1 CITY E GII �4 �9 I V 0 DATE DATE W4 -2 PERMIT NUMBER I1- 19 -6MC -0211 CO SD RTE 5 PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES REPRESENTATIVE STATE TlMirO EifiR LME ® TRAFi1C Ml1ST SIDEWALK CLOSED R3 -7 R4 -7 R5 -2 R7- 9a(MOD) R10 -15 R9 -9 MEDS �/// MIT LANE TRAFFIC RGE \ \TURNS IWHT) \\ MERGE W9 -2 W73A(CA) W74(CA) O QROFESS /0Hq y L KANE " 1311 A Exp. 6/30/21 CIVIL P q. OF CAL i\ LIN Consulting, Inc. Traffic, Civil and Electrical Consulting Engineers 4858 MERCURY STREET, SUITE 207 SAN DIEGO, CA 92111 TEL: (858)278-4800 8/28/19 Designed By: SMK LIN PROJECT: P9553 Drawn By: RMW 9553_SSOt.dwg Checked By: SMK CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 354 SANTA FE DRIVE 13818 -G SCRIPPS HEALTH 258 - 242 -02 PLANNING CASE NO: 06 -066 TPM/TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC SHEET 31 OF 33 3 W20 -1 W20 -i ■ � W20 -1 11 _ U Q I Z Go 0 IAJ ..n 10 W4 -2(RT) Lp \ 0 TEMPORARY CONSTRUCTION SIGNS \\ Row woRK ' :' A \\ U C30(CA) G20 -2 W4 -2(RT) W20 -1 W20 -5(RT) slolwwc aall� Lw 14=0 DAR R9- 11o(LT) R9- 11a(RT) R9 -9 M4- 9b(LT) M4- 9b(RT) G20 -2 - R9 -9 MERGE TAPER —. -.. — ,.. - � C30(CA) 2 W20 -1 ® ❑1 _ V PERMIT NUMBER I1- 19 -6MC -0211 CO SD RTE 5 PM AS -BUELT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE SHEET OF SHEETS WORK HOURS 9:00 PM TO 5:00 AM C I Z Q �oQROFESS /ON,` U e F y y SA E ZZ 1311 w Exp. _V30121 y� CIVIL r OF IFS`` 40 0 40 60 80 100 CAL LIN Consulting, Inc. \ \ 4858 MERCURY STREET, SUITE 207 SAN DIEGO, CA 92111 TEL: (858)278 -4800 8/28/19 Designed By: SMK k '%5 Rp Drawn By: RMW 9553_TC01.dwg Checked By: SMK �0 �0 G� G� s s LEGEND CONSTRUCTION NOTES (THIS SHEET ONLY) • CONE F1 CONES SHALL BE PLACED AT 40' INTERVALS. ;r PROPOSED SIGN WITH FLASHING BEACON ❑2 CONES SHALL BE PLACED AT 25' INTERVALS. T PROPOSED SIGN M CONES SHALL BE PLACED AT 10' INTERVALS. T BARRICADE 4 ❑ FLAGGER SHALL BE EQUIPPED WITH HARD HAT, AN ORANGE BARRICADE WITH SIGN VEST, A C28(CA) /C28B(CA) PADDLE, AND TWO -WAY RADIOS. FLAGGER SHALL PERFORM TRAFFIC REGULATION DUTIES ® WORK AREA CONSISTENT WITH MUTCD TYPICAL APPLICATION 10. DIRECTION OF TRAVEL 0 CONTRACTOR SHALL INSTALL TEMPORARY CURB RAMP PER ® FLASHING ARROW SIGN (FAS) CALTRANS STANDARD PLAN T34, OPTION A. ❑6 CONTRACTOR SHALL INSTALL TEMPORARY FENCE DURING THIS TRAFFIC SIGNAL STAGE OF CONSTRUCTION. DESCRIPTION OF WORK • CONSTRUCTION OF NEW RIGHT TURN LANE, CURB, AND SIDEWALK • INSTALLING UTILITIES SPECIAL NOTE • CONTRACTOR SHALL INSTALL 4:1 BACKFILL PER CALTRANS REQUIREMENTS AT THE END OF EACH NIGHT SHIFT • CONTRACTOR MAY USE TEMPORARY K RAIL BARRIERS AS NECESSARY AND WITH CALTRANS APPROVAL PER THE LATEST CALTRANS STANDARD SPECIFICATIONS, SECTION 12. THE CONTRACTOR SHALL CONTACT CALTRANS RESIDENT ENGINEER, STEVE MCMILLAN, FOR APPROVAL BEFORE USING TEMPORARY K RAIL • PERMITTEE MUST COORDINATE WORK WITH THE CALTRANS RESIDENT ENGINEER, STEVE MCMILLAN (858)688 -1435 OR BY EMAIL AT steve.mcmillanOdot.ca.aov PRIOR TO SET UP ANY TRAFFIC CONTROL • CONTRACTOR SHALL SECURE WORK ZONE DURING NON -WORK HOURS, INCLUDING, BUT NOT LIMITED TO, SIDEWALK CLOSED SIGNS AND g BARRIERS REQUIRED BY THE LATEST VERSION OF CALTRANS STANDARD PLANS AND SPECIFICATIONS. •11 o! Z Q �oQROFESS /ON,` U e F y y SA E ZZ 1311 w Exp. _V30121 y� CIVIL r OF IFS`` 40 0 40 60 80 100 CAL LIN Consulting, Inc. Traffic, Civil and Electrical Consulting Engineers 4858 MERCURY STREET, SUITE 207 SAN DIEGO, CA 92111 TEL: (858)278 -4800 8/28/19 Designed By: SMK LIN PROJECT: P9553 Drawn By: RMW 9553_TC01.dwg Checked By: SMK CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 PLANS PREPARED UNDER SUPERVI I N OF REC MENDED: V __._ ___--- __ .. °'° LOCATION: NW CORNER OF CONC. SD INLET ON `(� _.. ._._____.._ ___ _. _ ____ __ _ ______ .._._._. .,__________. .,_ _. __ . ._,._m... �______ NORTH SIDE OF SANTA FE DR. WEST OF 1 -5 AT THE HORIZONTAL: DATE: Z ��/ SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 13818 -G _.___.. _._. _. __ _ __ _..__�__ _ �: ®_____... __..______ NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL / JES " OWENS EDWARD J. WI l ER 354 SANTA FE DRIVE _, RECORD FROM: R.O.S. 18416 VERTICAL: K // R.C.E. NO.: C61311 CITY GIN SCRIPPS HEALTH _ . _..________ __._ .,...._ _.. _ 11 t7 • l ( L 20 258 - 242-02 ELEVATION: 173.376, STA. 1048 (ENC -48) SAUL M. KANE __._._.._. _ _ - -- _..___ ____ __._.____ _ ---- DATUM: NAVD88 EXP.: 06 -30 -19 DATE DAT PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC SHEET 32 OF 33 G20 -2 SANTA FE DRIVE /W kj I , , -� �� E R/W E1 W20-1 Oii U I' 'CHANGE NO. O W20 -1 i W4 -2(LT) `J Z 0 0- ry 0 1- =z (n w U Z 0 �T V DESCRIPTION X i S S\13! W20 -1 G20 -2 8' ff W20 -1 C30(CA) 12' MIN C (CA) 100 OPENING- 1 121 12' — — — 12 20' G� •�8 28' 1 7NQ�— W20 -1 Z � I �j lot ¢I (D I W20 -1 C30( A) �n 0 TS , SANTA FE DRIVE TEMPORARY CONSTRUCTION SIGNS C30(CA) mome MERGE TAPER C30(CA) C30(CA) ❑.n 12' MIN 2 T 00 12' 12' G20 -2 APPROVED DATE BENCHMARK SCALE DESCRIPTION: 25' BRASS DISC STAMPED LS 7322 LOCATION: NW CORNER OF CONC. SD INLET ON NORTH SIDE OF SANTA FE DR. WEST OF 1 -5 AT THE HORIZONTAL: NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL RECORD FROM: R.O.S. 18416 VERTICAL: ELEVATION: 173.376, STA, 1048 IENC -48) DATUM: NAVD88 ° OPENING -- ---- ROAD LAN WORK CLOSED fill I AHEAD AHEAD W4 -2(LT) W20 -1 W20 -5(LT) LEGEND • CONE T . PROPOSED SIGN WITH FLASHING BEACON T PROPOSED SIGN Z BARRICADE �I BARRICADE WITH SIGN ® WORK AREA - ■� DIRECTION OF TRAVEL ® FLASHING ARROW SIGN (FAS) `j',S' TRAFFIC SIGNAL .............._........_.__ PERMIT NUMBER I1- 19 -6MC -0211 CO SD ATE 5 PM AS -BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE SHEET _ OF SHEETS 0 R 5, U a CONSTRUCTION NOTES (THIS SHEET ONLY) E1 CONES SHALL BE PLACED AT 40' INTERVALS. a CONES SHALL BE PLACED AT 25' INTERVALS. �3 CONES SHALL BE PLACED AT 10' INTERVALS. DESCRIPTION OF WORK 5: LG71• II; atl;[ s7�1?I�IG1 :1_1:I7I.E77�III:C� ►yll�ill�� Z W O QµOFESS 101V l q ti /�ALX eKffl4t z w 11 z Exp. 6 30 21 CIVIL 40 0 40 60 80 100 cnL LIN Consulting, Inc. Traffic, Civil and Electrical Consulting Engineers 4858 MERCURY STREET, SUITE 207 SAN DIEGO, CA 92111 TEL: (858)278 -4800 8/28/19 Designed By: SMK LIN PROJECT: P9553 Drawn By: RMW 9553_TCO2.dwg Checked By: SMK .t 0 0) r N N V rnM a� U (,a N 0 - W_ X� U U Q Z Z W W W 0 Z UMQ W W V F Y j U V) to, W W m J W d F- LU u) w Z M Y m a SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISI N OF / DATE: Z$ R.C.E. NO.: C61311 AUL M. KANE EXP.: 06 -30 -19 REC MMEN ED: OV Di N JES OWENS EDWARD J. MER CITY NGIN R /1.111 1 1 _ (( M DATE D4TP SCRIPPS MEMORIAL HOSPITAL MAIN ENTRY RECONFIGURATION 354 SANTA FE DRIVE SCRIPPS HEALTH 258- 242 -02 PLANNING CASE NO: 06 -066 TPM /TM /CDP /DR /MUP /MIN /EIA, etc., 17- 164SUBC 13818 -G ISHEET 33 OF 33 .t 0 0) r N N V rnM a� U (,a N 0 - W_ X� U U Q Z Z W W W 0 Z UMQ W W V F Y j U V) to, W W m J W d F- LU u) w Z M Y m a