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2002-7729 I (Plans)PROJECT DECLARATION OF RESPONSIBLE CHARGE I HERE BY 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 DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. HALE ENGINEERING 7910 CONVOY COURT SAN DIEGO, CA 92111 (858) 715 -142 BY: DATE: lm z/,Q MARK L. HENNING R.C.E. NO.: 58007 EXPIRE& 06 -30 -10 WORK TO BE DONE A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2009 EDITION), THE MAY 2006 EDITION OF THE CALTRANS STANDARD SPECIFICATIONS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (AUGUST 2009 EDITION). 2. THE SOIL REPORT TITLED " GEOTECHNICAL EVALUATION PARKING LOTS A & B ENCINITAS COASTER STATION ENCINITAS, CALIFORNIA ", PREPARED BY NINYO & MOORE GEOTECHNICAL AND ENVIRONMENTAL SCIENCES CONSULTANTS, DATED NOVEMBER 15, 2000, ADDENDUM TITLED "IN -PLACE TESTS AND NCTD PARKING LOT "B" ENCINITAS, CALIFORNIA." PREPARED BY GEOPACIFIC, INC. DATED JULY 19, 2001, ADDENDUM TITLED "GEOTECHNICAL /SEISMIC UPDATE" PREPARED BY GEOPACIFICA, INC. DATED AUGUST 4, 2009 SHALL BE CONSIDERED AS A PART OF THE IMPROVEMENT PLANS. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT AND ADDENDUMS. 3. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT PROPERTIES DURING CONSTRUCTION. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA REGISTERED CIVIL ENGINEER LICENSED TO PRACTICE LAND SURVEYING OR A STATE OF CALIFORNIA LICENSED LAND SURVEYOR. 5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 7. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE CONTRACTOR SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 8. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. 9. THE CONTRACTOR SHALL PROVIDE HANDRAILS AS SHOWN ON THE PLANS, AND IN ACCORDANCE WITH ADA AND UBC REQUIREMENTS AND SHALL PROVIDE SUBMITTALS PRIOR TO INSTALLATION. 10. K -RAIL WITH 6 FEET FENCE SHALL BE INSTALLED ADJANCENT TO THE EASTERLY TRACK FOUL LINE PRIOR TO ANY OTHER ON SITE WORK. 11. THE EXISTING SDG &E 12" H.P. GAS LINE IS TO REMAIN IN PLACE. THE CONTRACTOR SHALL USE DUE CAUTION AND CARE IN THE PROTECTION OF THE PIPELINE DURING CONSTRUCTION. 12. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS, AND AS APPROVED BY THE CITY ENGINEER. 13. APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT BOUNDARY. 14. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 15. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN HEREON AND OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 16. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS (POTHOLING) AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. HALE ENGINEERING CIVIL ENGINEERING SURVEYING LAND PLANNING 7840 CONVOY COURT (858) 715 -1420 SAN DIEGO, CA 92111 (858) 715 -1424 FAX REVISIONS APPROVED I DATE REFERENCES PLANS FOR THE CONSTRUCTION OF THE NCTD PARKING LOT CITY OF ENCINITAS GENERAL (CONT'D) 17. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND THAT ARE NOT CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. 18. THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. 19. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE RECORDED. A COPY OF SAID "AS- BUILT" DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. 20. MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY ENGINEER. 21. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND. B. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: a. SEWERS - ENCINITAS SANITARY DIVISION b. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC c. WATER - SAN DIEGUITO WATER DISTRICT (800)422 -4133 DIG ALERT d. TELEPHONE - PACIFIC BELL e. CABLE TV - COX CABLE f. NCTD- CAUTION: NCTD IS NOT A MEMBER OF DIG ALERT. NCTD UTILITY MARKOUT REQUESTS ARE ARRANGED THROUGH MR. LEE KUHNS, MANAGER OF MAINTENANCE OF WAY, AT (760) 967 -2851 g. 12" H.P. GAS LINE - THE GAS COMPANY (RICK MIRANDA) (714) 643 -3198 THE EXISTING SDG &E 12" H.P. GAS LINE IS TO REMAIN IN PLACE. THE CONTRACTOR SHALL USE DUE CAUTION AND CARE IN THE PROTECTION OF THE PIPELINE DURING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT MR. RICK MIRANDA 48 -HOURS PRIOR TO ANY WORK NEAR THE 12" H.P. GAS LINE. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 4 CONTRACTOR CONTACT UNDERGROUND SERVICE ) IO2 LESS THANTTWO() WORKINGDAYSPR OR TO CON UCTINGANY XCAVATION WORKONTHISPROJECT. THIS REQUIREMENT SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC RIGHT -OF -WAY AND TO EXCAVATION WORK CONDUCTED ON PRIVATE PROPERTY. USA WILL PROVIDE THE CALLER WITH AN "INQUIRY IDENTIFICATION NUMBER" WHICH WILL SERVE AS PROOF OF THE .TIME AND DATE THAT THE CALL WAS MADE. CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING THIS NUMBER AND PRODUCING IT TO THE OWNER OR HIS REPRESENTATIVE UPON DEMAND. NO EXCAVATION PERMIT SHALL BE VALID UNTIL THIS NUMBER HAS BEEN OBTAINED PURSUANT TO SECTION 4216 OF THE GOVERNMENT CODE. C. GRADING 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE Fl L AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 92 PERCENT. IT SHALL BE THE OE NTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 3. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AND HAULED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 OF THE STANDARD SPECIFICATIONS. SAN DIEGUITO WATER DISTRICT z & J�' !=lS- -Colo EVIEWED BY DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE BENCHMARK BENCHMARK: OC -0140 DESCRIPTION: BRASS DISC STAMPED OC -140 LOCATION: NORTHEASTERLY CORNER OF RAILROAD BRIDGE ABUTMENT AT INT. OF AT &SF RR & ENCINITAS BLVD. ELEVATION: 77.489 FEET DATUM: S.D.000NTY NORTH COUNTY TRANSIT DISTRICT REVIEWED BY SCALE HORIZONTAL NONE VERTICAL NONE •(g• I S �o p DATE: SPECIAL DISTRICT nexpp E. z o\ E. FST GS T VICINITY MAP (NO SCALE) SHEET INDEX SHEET NO. SHEET DESCRIPTION TITLE DRAWING T -1 TITLE SHEET /SHEET INDEX T -2 WORK TO BE DONE NOTES CM_ DRAWNQ C -1 SITE PLAN C -2 GRADING AND DRAINAGE PLAN C -3 STORM DRAIN PLAN C -4A RETAINING WALL PLAN (WALL A) C -4B RETAINING WALL PLAN (WALL B, C & D) C -4C RETAINING WALL SECTIONS (WALL A, B & D) C -41D RETAINING WALL NOTES AND DETAILS (WALL A, B & D) C -5A VULCAN AVE. IMPROVEMENT PLAN (STA. 10 +00 TO 14 +50) C -5B VULCAN AVE. IMPROVEMENT PLAN (STA. 14 +50 TO 17 +29.16) C -6 ON SITE SIGNING AND STRIPING PLAN C -7 VULCAN AVE. SIGNING AND STRIPING PLAN LANDSCAPE DRAWNC3 LI -1 -LI -2 IRRIGATION PLAN LI -3 - LI -6 LANDSCAPE LEGEND, DETAILS AND NOTES LP -1 - LP -2 PLANTING PLAN LP -3 PLANTING LEGEND, DETAILS AND NOTES LS -1 - LS -4 PLANTING AND IRRIGATION SPECIFICATIONS 91CTAICAL DRAWNG E -1 SITE LIGHTING PLAN E -2 SITE ELECTRICAL PLAN D. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHEILDS AT (760) 633 -2778 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILTAB AQN SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) AND OBTAIN APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START OF ANY WORK. DEVICES SHOWN IN THE SWPPP SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THE SWPPP FOR EMERGENCY WORK. A TELEPHONE ANSWERING MACHINE OR(SANSWERINGPSERVICES ISRUNAOCCEIPTABLEE. THE CONTRACTOR SHALL ALSO FILE A NOTICE OF NITENT N01) WITH THE STATE REGIONAL WATER QUALITY CONTROL BOARD AND PAY THE APPROPRIATE FEES WITH THE STATE REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF ANY CONSTRUCTION. 4. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 5. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER RUN -OFF PRODUCING RAINFALL. 6. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 8. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED STORMWATER POLLUTION PREVENTION PLAN ( SWPPP) SHALL BE INCORPORATED HEREON. 9. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 10. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED SWPPP SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. LEGEND Z ENCINITAS BLVD EXIST. W.DST E.DST DIRECTION OF DRAINAGE ............... .............................. N SIGNS...._.. ._ ...................................... ..............................� FINISH GRADE ELEVATION ................................. ............................... vZ W. E ST E. E ST _._-- --700--._._.__.... EXIST. WATER MAIN... _ ....................................... ............................... _ -. _W_ y O SEWER MAIN .......................................... McNEIL AVE - -S- o n GAS LINE ................ ... ......................................... . _ - -G -M EXIST. E. z o\ E. FST GS T VICINITY MAP (NO SCALE) SHEET INDEX SHEET NO. SHEET DESCRIPTION TITLE DRAWING T -1 TITLE SHEET /SHEET INDEX T -2 WORK TO BE DONE NOTES CM_ DRAWNQ C -1 SITE PLAN C -2 GRADING AND DRAINAGE PLAN C -3 STORM DRAIN PLAN C -4A RETAINING WALL PLAN (WALL A) C -4B RETAINING WALL PLAN (WALL B, C & D) C -4C RETAINING WALL SECTIONS (WALL A, B & D) C -41D RETAINING WALL NOTES AND DETAILS (WALL A, B & D) C -5A VULCAN AVE. IMPROVEMENT PLAN (STA. 10 +00 TO 14 +50) C -5B VULCAN AVE. IMPROVEMENT PLAN (STA. 14 +50 TO 17 +29.16) C -6 ON SITE SIGNING AND STRIPING PLAN C -7 VULCAN AVE. SIGNING AND STRIPING PLAN LANDSCAPE DRAWNC3 LI -1 -LI -2 IRRIGATION PLAN LI -3 - LI -6 LANDSCAPE LEGEND, DETAILS AND NOTES LP -1 - LP -2 PLANTING PLAN LP -3 PLANTING LEGEND, DETAILS AND NOTES LS -1 - LS -4 PLANTING AND IRRIGATION SPECIFICATIONS 91CTAICAL DRAWNG E -1 SITE LIGHTING PLAN E -2 SITE ELECTRICAL PLAN D. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHEILDS AT (760) 633 -2778 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILTAB AQN SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) AND OBTAIN APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START OF ANY WORK. DEVICES SHOWN IN THE SWPPP SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THE SWPPP FOR EMERGENCY WORK. A TELEPHONE ANSWERING MACHINE OR(SANSWERINGPSERVICES ISRUNAOCCEIPTABLEE. THE CONTRACTOR SHALL ALSO FILE A NOTICE OF NITENT N01) WITH THE STATE REGIONAL WATER QUALITY CONTROL BOARD AND PAY THE APPROPRIATE FEES WITH THE STATE REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF ANY CONSTRUCTION. 4. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 5. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER RUN -OFF PRODUCING RAINFALL. 6. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 8. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED STORMWATER POLLUTION PREVENTION PLAN ( SWPPP) SHALL BE INCORPORATED HEREON. 9. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 10. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED SWPPP SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. LEGEND SYMBOL EXIST. R/ W ....................................................... ............................... DIRECTION OF DRAINAGE ............... .............................. EXIST. SIGNS...._.. ._ ...................................... ..............................� FINISH GRADE ELEVATION ................................. ............................... EXIST. CONTOUR ............................................... ............................... _._-- --700--._._.__.... EXIST. WATER MAIN... _ ....................................... ............................... _ -. _W_ EXIST. SEWER MAIN .......................................... ............................... - -S- EXIST. GAS LINE ................ ... ......................................... . _ - -G -M EXIST. TELEPHONE LINE ..... ............................... - - .. -- - -1 -- - EXIST. CABLE LINE ...................... ............. ............................... --- -CATV- PROP. CONTOUR ............................................... ............................... __- -700 -- EXIST. TYPE 'A' CLEAN OUT ............... - _ EXIST. TYPE 'F' CATCH BASIN .......................... ............................... _7: - EXIST. TYPE 'B' CURB INLET.. -- .................. ............................... PROP. MASONRY BLOCK RETAINING WALL ................... PROP. WATER METER WITH BACKFLOW PREVENTER ......... P- 2........... -fiTiz]BFP PROP. PVC SDR -26 STORM DRAIN ................... ............................... - - - - - PROP. PVC SDR -26 PERFORATED STORM DRAIN ............................. - - - - PROP. 24 "X24" CATCH BASIN . .. ................. DETAIL. 5HT...C- 3A.................. PROP. CONCRETE LUG . .........................D -63. PROP. COBBLE SWALE ..... ................ ............................... - ....... 0 PROP. P.C.C. SIDEWALK ........................ G- Z,..G- 9,..G- 10................. ,, . PROP. A.C. PAVING SECTION . ............................... PROP. REMOVE & REPLACE A.C. PAVING SECTION PROP. TRENCH RESURFACING PER CITY OF ENCINITAS STD. DETAIL ............... 0 PROP. TEMPORARY K- RAIL ...... CALT. RANS. S. .TD..DWG..T.- 3 ................. W /6' CHAIN LINK FENCE PROP. CURB AND GUTTER .................... G- 2,.. G- 1,0.......................... PROP. CURB . ........................................ G- 1,..G -1.0 ......................... . PROP. ALLEY TYPE DRIVEWAY PER SPECIFICATIONS PROP. LIGHT AND ELEC. PULL BOX . ....... D. E .TAIL.SH.T..E- 2 ................ FILL / CUT SLOPE (2:1 MAX. UNLESS OTHERWISE SHOWN) ........... DAYLIGHT LINE ................................................. ............................... - - - DIRECTION OF DRAINAGE ............... .............................. GRADEDSWALE ................................................. ............................... FINISH GRADE ELEVATION ................................. ............................... FG 1p000 FINISH SURFACE ELEV ATION FS -100 p0 INVERT ELEVATION ........................................... ............................... FLOWLINE ELEVATION ...................................... ............................... TOP OF WALL ELEVATION .................. . .. . ... . . . . .. ....................... TOP OF FOOTING ............................................ ............................... GRATE ELEVATION .............. ............................ ............................... \E 00, F� 7p0 00 SW �p0 00 _ TF 1p0 00 GR ,p0 00 EARTHWORK CUT = 1,070 C.Y. FILL = 1,7`/5 C.Y. IMPORT = 705 C.Y. (NOTE: THE ABOVE QUANTITIES ARE FOR REFERENCE AND FEE PURPOSES ONLY. THESE QUANTITIES DO NOT INCLUDE SHRINKAGE OR BULKING FACTORS. SINCE THE ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE ENGINEER GUARANTEE THE EXACT SOIL CONDITION OVER THE ENTIRE SITE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR QUANTITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FINAL EARTHWORK FOR DETERMINING HIS OWN EARTHWORK QUANTITIES FOR BIDDING, CONTRACT, AND CONSTRUCTION PURPOSES.) DESIGNED BY DR MM BY CHEMHU BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMME D APPRO D TITLE SHEET FOR: 7729 -1 DATE: ► BY: - BY: PtL t� NCTD PARKING LOT T -1 MARK R.C.E. N0. 58007 LERO BOD RCE 22312 PETER COTA- ROBLES, RCE 52176 L HENNING A.P.N. 258 - 190 -27 EXP. 6/30/10 DATE: �S �� DATE: / / fl WORK PROJECT N0. SHEET 1 OF 28 D v 0 W M 0 O Z CD 0 EROSION CONTROL (CONT'D) 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPE SHALL BE STABILIZED WITH BONDED FIBER MATRIX PER CASQA DETAIL EC -3 OF THE CONSTRUCTION STORMWATER BEST MANAGEMENT PRACTICES HANDBOOK. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. 13. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 14. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE SWPPP WHICH INTERFERE WITH WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED BY THE CITY ENGINEER. 15. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER PRECIPITATION EXCEEDING ONE- QUARTER (1/4) INCH IN ANY 12 -HOUR PERIOD, OR UPON THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND DESILTING BASINS, BASINS PUMPED. DRY AND OTHERWISE RESTORED TO THE ORIGINAL DESIGN CONDITION. 16. DESILTING BASINS CONSTRUCTED OF COMPACTED EARTH SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT OF MAXIMUM DENSITY. A SOIL ENGINEERING REPORT INCLUDING THE TYPE OF FIELD TESTING PERFORMED, LOCATION, AND RESULTS OF TESTING SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL UPON COMPLETING THE DESILTING BASIN. 17. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. 18. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OR LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 19. STANDBY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. 20. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED SWPPP PLANS, SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 21. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER, CHANGE OF RAIN IS PREDICTED. 22. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. 23. A 12 -INCH HIGH BY 4 -FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP OF THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS. CONCENTRATED WATER SHALL BE CARRIED NOT CLOSER THAN 10 -FEET FROM THE TOP OF SLOPES. 24. PROVIDED VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER AND SHALL EXTEND HALF WAY ACROSS THE STREET AT RIGHT ANGLES TO THE CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM INSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND THE ENDS OF THE DAM. GRADE OF THE STREET INTERVAL LESS THAN 2% AS REQUIRED 2% TO 4% 100 FEET 4% TO 10% 50 FEET OVER 10% 25 FEET 23. THE CONTRACTOR SHALL BE REQUIRED TO FILE A NOTICE OF INTENT (NOI) FOR THE PROJECT PRIOR TO THE START OF ANY CONSTRUCTION. E. HYDROSEED AND BONDED FIBER MATRIX/ TURF REINFORCEMENT MATTING 1. HYDROSEED AND BONDED FIBER MATRIX SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN FILL AREAS. b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEED AND BONDED FIBER MATRIX. 3. HYDROSEED MIX SHALL CONSIST OF ALL THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 LBS. PER ACRE OF ROSE CLOVER b. 20 LBS. PER ACRE OF ZORRO FESCUE c. 3 LBS. PER ACRE OF ESCHSCHOLZIA CALIFORNICA d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 LB. PER ACRE OF DIMORPHOLECA g. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE APPLYING HYDROSEED AND BONDED FIBER MATRIX. h. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED CONTAINERS WITH CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. I. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED AND BONDED FIBER MATRIX SLURRY AT THE DISCRETION OF THE CONTRACTOR. WHERE BONDED FIBER MATRIX IS APPLIED: TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. WHERE REINFORCEMENT MATTING IS APPLIED: AFTER HYDROSEEDING, INSTALL TURF REINFORCEMENT MATTING (SERIES C350 BY NORTH AMERICAN GREEN OR APPROVED EQUAL.) 4. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. HYDROSEED AND BONDED FIBER MATRIX/ TURF REINFORCEMENT MATTING (CONT'D) AREA TO RECEIVE HYDROSEED AND BONDED FIBER MATRIX SHALL BE PREPARED PRIOR TO APPLICATION BY: 5. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE. 6. CONDITIONING OF THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE CONDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEED AND BONDED FIBER MATRIX AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEED IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. THIS INCLUDES THE CONTRACTOR APPLYING ADEQUATE IRRIGATION WATER UNTIL VIGOUROUS GROWTH HAS TAKEN HOLD. F. IMPROVEMENTS 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 6. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS BUILT" FOR LOCATION OF CABLE AND APPURTENANCES CONTACT (800) 422 -4133. 7. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 8. ALL LUMINARIES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. G. NCTD RIGHT OF ENTRY 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR A RIGHT -OF -ENTRY PERMIT FROM NCTD. THE PERMIT WILL INCLUDE REQUIREMENTS FOR INSURANCE, CONTRACTOR RAILROAD SAFETY TRAINING AND DEPOSITS FOR THE NCTD COSTS FOR FLAGGING AND CONSTRUCTION INSPECTION. ADDITIONAL ITEMS MAY BE REQUIRED. THE CONTRACTOR SHALL PAY ALL COSTS FOR FLAGGING, INSURANCE, SAFETY TRAINING, CONSTRUCTION INSPECTION, AND RIGHT -OF -ENTRY PERMIT. 2. FOR ALL EMERGENCIES AFFECTING THE TRACK AND TRAIN SAFETY, CALL NCTD'S 24 HOUR SECURITY OFFICE AT (760) 966 -6700. 3. ALL PERSONNEL ENTERING THE RAILROAD RIGHT -OF -WAY SHALL COMPLY WITH NORTH COUTY TRANSIT DISTRICT OCATIONCOF) R EQ IIREME TS. FAILURE TO PO PLY WILL BE GROUNDS FOR TERMINATION OF WORK AND 4. PRIOR TO THE START OF CONSTRUCTION AND AT THE CONTRACTOR'S EXPENSE, ALL PERSONNEL INCLUDING SUBCONTRACTORS AND THIRD PARTIES SHALL COMPLETE NCTD'S CONTRACTOR SAFETY TRAINING COURSE. CONTACT LEE KUHN AT (760) 967 -2851 TO ARRANGE TRAINING. 5. THE ROE PERMITEE SHALL PAY FOR ALL FLAGGING, INSPECTIONS, AND REVIEW COSTS AS REQUIRED IN THE ROE PERMIT. WORK BEYOND THE HOURS OF 7 AM TO 5 PM, MONDAY THROUGH FRIDAY, WILL BE CHARGED AT 1.5 TIMES THE STANDARD HOURLY RATE. 6. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS SET FORTH BY NCTD, THE ROE PERMIT, PROJECT PLANS AND SPECIFICATIONS, AND THE JOB SITE NCTD FLAGMAN /EMPLOYEE -IN- CHARGE (EIC). THE NCTD FLAGMAN /EIC HAS SOLE RESPONSIBILITY TO PROTECT THE RAILROAD INFRASTRUCTURE AND OPERATIONS. AT ALL TIMES, THE CONTRACTOR SHALL FOLLOW THE FLAGMAN /EIC'S DIRECTION. 7. ALL PERSONS ENTERING THE RAILROAD RIGHT -OF -WAY SHALL HAVE TAKEN THE NCTD SAFETY TRAINING COURSE AND SHALL HAVE THE NCTD SAFETY STICKER AFFIXED TO THEIR HARD HAT. 8. NO WORK SHALL BE PERFORMED WITHIN THE RAILROAD RIGHT -OF -WAY WITHOUT A RIGHT -OF -ENTRY PERMIT, FLAG REQUESTS SUBMITTED TO NCTD A MINIMUM OF 3- BUISINESS DAYS PRIOR TO WORK AND A NCTD FLAGMAN PRESENT DURING ALL CONSTRUCTION AND RELATED ACTIVITIES. 9. THE CONTRACTOR SHALL COMPLY WITH ALL ENVIRONMENTAL AND THIRD PARTY PERMITS AS REQUIRED BY THE WORK. 10. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR EACH EQUIPMENT OPERATOR TO HAVE CONSTANT AND DIRECT RADIO CONTACT WITH THEIR FOREMAN. THE FORMAN WILL IN TURN HAVE CONSTANT AND DIRECT CONTACT WITH THE NTCD FLAGMAN /EIC. 11. THE CONTRACTOR SHALL HAVE THE PERMITTED STAMPED SET OF PLANS ON -SITE. WORK WILL BE TERMINATED BY NCTD SHOULD NO STAMPED PLANS BE ON -SITE. 12. THE CONTRACTOR SHALL CONTACT NCTD AT (760) 967 -2851 72 -HOURS IN ADVANCE FOR ANY INSPECTIONS REQUIRED IN THE ROE PERMIT. 13. THE MOVEMENT OF TRAINS IS UNPREDICTABLE. TRAINS MAY APPROACH THE JOB SITE IN ANY DIRECTION, AT ANY SPEED, AT ANY TIME, AND MAY STOP AND OCCUPY THE TRACK WITHIN THE CONTRACTOR'S WORK ZONE FOR AN UNDETERMINED PERIOD OF TIME. 14. NO PERSONNEL SHALL CROSS ANY TRACK WITHOUT THE APPROVAL FROM THE NCTD FLAGMAN. 15. ONLY THE NCTD FLAGMAN IS PERMITTED TO PERFORM FLAGGING OPERATIONS WITHIN THE RAILROAD RIGHT -OF -WAY. H. NOTES FOR WORKING ADJACENT TO RAILROAD FACILITIES: 1. ALL THE WORK WITHIN RAILROAD RIGHT -OF -WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING NCTD RULES: A. GENERAL CODE OF OPERATING RULES. B. SAFETY AND GENERAL RULES FOR ALL EMPLOYEES. C. RULES AND INSTRUCTIONS FOR MAINTENANCE -OF -WAY AND STRUCTURES. D. REGULATIONS GOVERNING CONTRACTORS AND OTHERS WORKING ON NCTD PROPERTY. E. A.R.E.M.A. (AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION) - 2. CONTRACTOR EMPLOYEES ARE PROHIBITED FROM POSITIONING THEMSELVES, PLACING MATERIAL, OR POSITIONING MACHINERY WITHIN 20 FEET OF THE NEAREST RAIL OF MAIN LINE TRACK (25 FEET FROM THE CENTERLINE OF TRACK) UNLESS UNDER CONTROL OF NCTD RAILROAD FLAGMAN AT EACH WORK LOCATION. 3. FLAGMAN SHALL BE IN DIRECT CONTACT WITH THE PERSONNEL AND EQUIPMENT BEING PROTECTED. IF WORK IS SPREAD OUT OVER A SECTION OF TRACK AND A SINGLE FLAGMAN CANNOT MAINTAIN CONTACT AT ALL TIMES WITH ALL PERSONNEL AND EQUIPMENT, ADDITIONAL FLAGMEN MUST BE UTILIZED. 4. THE EXPENSE FOR THIS FLAG PROTECTION SHALL BE BORNE BY THE CONTRACTOR. APPROXIMATE RATE FOR ONE PERSON IS ESTIMATED AT $71.00 FLAT RATE FEE INCLUDING OVERTIME, HOLIDAYS AND WEEKENDS. THERE WILL BE A FOUR HOUR MINIMUM CHARGES. WITHIN FIVE DAYS OF NOTICE -TO- PROCEED SUBMIT WRITTEN REQUEST TO JAMES CUNNINGHAM AT NCTD PHONE 760 - 966 -6538 PER THE DISTRICT'S "FLAGMAN REQUEST FORM" INDICATING THE PROPOSED DATES AND TIMES AND NUMBER OF FLAGMEN REQUIRED. NO SITE WORK SHALL BEGIN UNTIL THE PROPOSED SCHEDULE HAS BEEN ACCEPTED BY THE ENGINEER. CHARGES FOR FLAGMEN SHALL BEGIN AND END AT THE JOBSITE. 5. WITHOUT THE EXPRESS INVOLVEMENT OF THE FLAGMAN, AT NO TIME SHALL THE CONTRACTORS ACTIVITIES "FOUL THE TRACK" I.E. COME WITHIN 8.5 FEET AT THE CENTERLINE OF THE CLOSEST TRACK. SUCH ACTIVITIES INCLUDE CRANE BOOMS, EXCAVATION BUCKETS ETC. THE FLAGMAN, AND THE FLAGMAN ONLY WILL PROVIDE APPROVAL TO "FOUL THE TRACK" AFTER FIRST OBTAINING "TRACK AND TIME" OR OTHER FORMS OF PROTECTION AT HIS DISPOSAL. TRAFFIC CONTROL NOTES 1. TRAFFIC, CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATION, SPECIAL PROVISIONS AND APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS (APRIL 2006). 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH APPENDIX A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS (APRIL 2006) AND THE APPROVED TRAFFIC CONTROL PLAN DURING THE WORKING HOURS OF 7:30 A.M. TO 4:00 P.M. MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 4:00 P.M. TO 7:30 A.M. AND AT ALL TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS THE CONTRACTOR SHALL ROADWAY. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12" WIDE UNLESS OTHERWISE SHOWN. 5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION. SAN DIEGUITO WATER DISTRICT NOTES 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 3. CONTRACTOR SHALL BE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 6. A CONTRACT BID ALLOWANCE FOR FLAGGING HAS BEEN ESTABLISHED AS SHOWN ON THE BID 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. PRICE FORM. COST IN EXCESS AT THIS AMOUNT WILL BE BORNE BY THE CONTRACTOR. SUCH COSTS WILLBE DEDUCTED FROM SUBSEQUENT CONTRACT PAYMENTS AT THE RATES SHOWN. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS 7. FOR WORKERS AND RAILROAD SAFETY, TO ENSURE NO "FOULING AT THE TRACKS" AND FOR AND ELECTRIC VAULTS. EFFICIENCY OF OPERATION, THE CONTRACTOR, AMTRAK OR NCTD MAY WISH TO REQUEST THE 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER FLAGMAN SET UP FORM "B " PROTECTION. METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. ALL CONTRACTORS, SUBCONTRACTORS, MATERIALS SUPPLIERS AND OTHER WORKING ON NCTD 3/4- MAX. CRUSHED'' PROPERTY SHALL HAVE TAKEN AND PASSED A "RAILWAY WORKERS TRAINING COURSE" IN „ , 12 12" �' ACCORDANCE WITH 49CFR, PART 214C AND NCTD REGULATIONS. THIS INFORMATION SHALL BE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY BENCHMARKS WHICH WILL BE PART OF EACH SUBCONTRACT AND BE COMMUNICATED TO ALL CONCERNED PARTIES IN WRITING 1 -1/2" COLD PLANE AT THE INITIATION OF THE PROJECT AND REINFORCED BY POSTED REGULATIONS ON THE SITE. 1 -1/2" A.C. OVERLAY WORKMEN WITHOUT THE PROPER SAFETY TRAINING CERTIFICATION DISPLAYED ON THEIR (TYPE III C2 -PG 64 -10) HARD -HATS WILL BE DISMISSED FROM THE RIGHT -OF -WAY. NCTD WILL ORGANIZE AND PAY FOR BOTH SIDES AN INSTRUCTOR FOR SUCH A TRAINING COURSE PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHOULD SCHEDULE A MINIMUM OF THREE (3) HOURS FOR A TRAINING COURSE. ALL COSTS MATCH EXIST. PAVEMENT - INCURRED BY THE CONTRACTOR ASSOCIATED WITH PERSONNEL ATTENDANCE AT A COURSE ARE T TO BE INCLUDED IN THE CONTRACT LUMP SUM PRICE. IF SUBSEQUENT TRAINING COURSES ARE - _ REQUIRED, CONTRACTOR SHOULD ALLOW $300.00 PER COURSE TO BE PAID TO NCTD. - 9. CONTRACTOR SHALL DESIGNATE A RESPONSIBLE INDIVIDUAL TO BE AVAILABLE TO RESPOND TO 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. EMERGENCY CALLS AND PROVIDE THE ENGINEER, NCTD, LOCAL POLICE, AND ALL EMERGENCY 5 RESPONSIBLE POTHOLE AND LOCATE IN SUBSURFACE RESPONSE AGENCIES IN THE AREA WITH THE INDIVIDUAL'S NAME AND TELEPHONE NUMBER AT 12" BOTH SIDES WHICH THAT PERSON MAY BE REACHED AT ALL TIMES. SUCH PERSON SHALL HAVE FULL EXCEPT WHEN NEXT AUTHORITY AND CAPABILITY TO MOBILIZE FORCES PROMPTLY AS REQUIRED TO RESPOND TO AN TO GUTTER, THEN TO EMERGENCY AND TO PROTECT THE PUBLIC, LIP OF GUTTER 10. CAUTION IS TO BE TAKEN DUE TO THE PRESENCE OF AUTOMATIC TRAIN STOP (ATS� INDUCTORS AND OTHER SIGNAL EQUIPMENT ADJACENT TO THE ACTIVE TRACKS AND EVERY PRECAUTION SHALL BE TAKEN TO PROTECT THIS EQUIPMENT. I. CONTRACTOR'S RESPONSIBILITIES 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND NATIVE BACKFILL MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE INSTALL "PETROMAT" OR APPROVED EQUAL,, TRENCH WIDTH SEE SPECS. BEFORE OVERLAY TACK COAT EXISTING SURFACE TYPICAL BOTH SIDES r-MATCH EXIST. PAVEMENT " AC (TYPE II( C2 -PG 64 -10) CLASS II AGGREGATE BASE 1 -1/2" COPPER WATER SERVICE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3/4- MAX. CRUSHED'' LAND PLANNING „ , 12 12" �' BEDDING PER STD. SPEC. 306 -1.2.1 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY BENCHMARKS WHICH WILL BE ROCK 5th„ 7840 CONVOY COURT T (EXCEPTING COVER REQ.) f DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A SAN DIEGO, CA 92111 (858) 715 -1424 FAX REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF T SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR I REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. NOTE: FOR DEPTHS UP TO 5' NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE, OR RUNNING 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. IS ENCOUNTERED. FOR DEPTHS EXCEEDING 5', SHORING OR SOLID SHEATHING IS REQUIRED. WHERE WET, 5 RESPONSIBLE POTHOLE AND LOCATE IN SUBSURFACE TRENCH DETAIL - COPPER WATER SERVICE THETHOSTACTOFIS NGLUEXIS DEMOLITION CO THAT REMOVAL OR WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF UNDER ASPHALT CONCRETE RELOCATION SHALL BE COORDINATED CONSTRUCTION. IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN EXISTING UTILITIES THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY THE NO SCALE PROPOSED UTILITIES AND CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAST (3) DAYS PRIOR TO START OF ANY CONSTRUCTION. Q�pFESS14., �pUls hF l�yc �• � a HALE EKp- ENGINEERING APPROVALS RECOMME ED'�j�j APPR VED BY- /G� BY: LEROY ODA RCE 22312 PETER COTA- ROBLES, RCE 52176 DATE: ///S-//O DATE: / O NATIVE BACKFILL 3/4" MAX. - CRUSHED ROCK 1 -1/2" COPPER WATER SERVICE 7BEDDING PER STD. SPEC. 306 -1.2.1 F (EXCEPTING COVER REQ.) TRENCH DETAIL - COPPER WATER SERVICE OUTSIDE OF PAVED STREET NO SCALE X co 0 0 0 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. TITLE SHEET FOR: 7729 -1 ff) NCTD PARKING LOT T -2 0 A.P.N. 258- 190 -27 WORK PROJECT NO. SHEET 2 OF 28 OO Tj CIVIL ENGDVEERING SURVEYING LAND PLANNING o\ f CA�`� 7840 CONVOY COURT (858) 715 -1420 SAN DIEGO, CA 92111 (858) 715 -1424 FAX BENCHMARK SCALE SPECIAL DISTRICT DESMHED BY DR MM BY CHE MHD BY REVISIONS APPROVED DATE REFERENCES DATE / ZS! �l BENCHMARK: OC -0140 DESCRIPTION: BRASS DISC STAMPED OC -140 LOCATION: NORTHEASTERLY CORNER OF HORIZONTAL NONE PLANS PREPARED UNDER SUPERVISION OF DATE. 1/g /to RAILROAD BRIDGE ABUTMENT AT INT. R.C.E. N 58007 OF AT &SF RR & ENCINITAS BLVD. VERT ICAL NONE M RK L. HENNING . 6 EXP. 6/30/10 ELEVATION: 77.489 FEET DATUM: S.D. COUNTY APPROVALS RECOMME ED'�j�j APPR VED BY- /G� BY: LEROY ODA RCE 22312 PETER COTA- ROBLES, RCE 52176 DATE: ///S-//O DATE: / O NATIVE BACKFILL 3/4" MAX. - CRUSHED ROCK 1 -1/2" COPPER WATER SERVICE 7BEDDING PER STD. SPEC. 306 -1.2.1 F (EXCEPTING COVER REQ.) TRENCH DETAIL - COPPER WATER SERVICE OUTSIDE OF PAVED STREET NO SCALE X co 0 0 0 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. TITLE SHEET FOR: 7729 -1 ff) NCTD PARKING LOT T -2 0 A.P.N. 258- 190 -27 WORK PROJECT NO. SHEET 2 OF 28 OO Tj UTILITY NOTE: LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN APPROXIMATED USING DATA FROM IMPROVEMENT PLANS AND TOPOGRAPHIC SOURCES. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE EXISTING SDG&E 12" H.P. GAS LINE IS TO REMAIN IN PLACE. THE CONTRACTOR SHALL USE DUE CAUTION AND CARE IN THE PROTECTION OF THE PIPELINE DURING CONSTRUCTION. NOTES: 1. FOR ON-SITE STRIPING PLAN, SEE SHEET C-6. 2. FOR VULCAN AVE. STRIPING PLAN, SEE SHEET C-7. 3. FOR RETAINING WALL PLAN & PROFILE, SEE SHEETS C-4A AND C-4B. 4. FOR LOT GRADING AND DRIVEWAY PROFILES, SEE SHEET C-2. 5. FOR STREET IMPROVEMENTS, SEE SHEETS C-5A, C-513. DOWEL #4 REBAR 0 30" 0. C. • 1.0' WIDE 4" THICK P.C.C. WALKING STRIP 4" THICK CLASS 11 AGGREGATE BASE UNDER CURBS TYPICAL WALKING STRIP DETAIL NO SCALE Lo r r OF CONSTRUCTION. ------- LLf) 77 0 @ PROVIDE CURB FACE OPENING AT FLOW-THRU PLANTER. 0 0 0 �_j 0 7, 77 o C) 0 0 0 0 10 .cr'z'zl ' - - - , 0 0, 'o CORRUGATED STEEL PANELS--` 500 SS �4; 0 CRUSHED AGGREGATE o 0 PER SPECIFICATIONS 01 (1 1/2- TO 3") Is c' % ------ --- ATV- P'----4_,'ATV -----CATV--CATV--------CATV-----CATV--------CATV 20 0 20 40 60 ti --GA i V- A V th. 58007 HALE ENGINEERING TYPICAL CORRUGATED STEEL PANEL SECTION Ex 0 CIVIL EffGTfffflWG SURVEYING LAND PLANNING NO SCALE SCALE 1" = 20'Ji C (8M) 715-1400 7840 CONVOY COUff OF C 00 PARCEL MAP N 0. 12092 0 SAN DAW, CA 969111 (858) 715-1424 FAX REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY I DRAWN BY CHECKED BY APPROVALS ENGINEERING DEPARTMENT DRAINING NO. 0 MH I MM MH CITY OF ENCINITAS BENCHMARK: OC-0140 It PLANS PREPARED UNDER SUPERVISION OF RECOMMEWED APPROVE�_D SITE PLAN FOR: 7729-1 DESCRIPTION: BRASS DISC STAMPED OC-140 HORIZONTAL 1"=20' / / LOCATION: NORTHEASTERLY CORNER OF DATE: 118110 0 RAILROAD BRIDGE ABUTMENT AT INT. BY. BY: NCTD PARKING LOT C.1 6 OF AT&SF RR & ENCINITAS BLVD. VERTICAL NONE R.C.E. No. 58007 LEROY BOD PETER TA-RONLES, RCE 52176 z , �AS ELEVATION: 77.489 FEET DATUM: S.D.COUNTY MAR L. HENNING EXP. 6/30/06 DATE:. RGE 22312 DATE: m WORK PROJECT NO. SHEET 3 OF 28 0 AS-BUIL 1, o CONSTRUCTION NOTES: VULCAN AVENUE 16+00 17+00 18+00 TOP VEW (DCONSTRUCT 6" CURB PER STD. DWG. G-1 NOT TO SCALE WITH 4" CLASS 11 AGGREGATE BASE BENEATH CURB CREATIVE PIPE - MODEL NO. CBR-6-E-P-DT-1 Q2 CONSTRUCT 6", TYPE G, CURB & GUTTER PER STD. DWG. G-2 CAUMN 0 -0 OR APPROVED EQUAL WITH 4" CLASS 11 AGGREGATE BASE BENEATH CURB & GUTTER EXIST. 12" H.P. IGAS GAS LINE I COMPANY (714)643-3198 CONSTRUCT 4" AC PAVING (TYPE III C2-PG 64-10) OVER 6" BASE EXIST R/W-\ @LANDSCAPING AND IRRIGATION (SEE SHEETS LI-1 - LS-4). r5' Lo @ CONSTRUCT MASONRY BLOCK RETAINING WALL WITH GUARDRAIL (SEE > A SHEETS C-4A -" C-41) FOR PLAN, PROFILE AND DETAIL). L CD 1 -_ 1/2 REBAR X 1 1/2- CONSTRUCT ALLEY TYPE DRIVEWAY PER SPECIFICATIONS. 0 Ill 6 G G G 204 @ CONSTRUCT 5' WIDE SIDEWALK PER STD. DWGS G-7 AND G-9. W 1 VT-TO ATSCM CONSTRUCT PCC SIDEWALK FLUSH WITH AC PAVING ' R=4.25' R =8.0' i7Ell ALE 1 EMBEDMENT CONTRACTOR TO CONNECT AND INSTALL 1 1/4" BACKFLOW 6 .0' kr 8.j 85.0' 10.0' W 1 (5 NOT TO SCALE PREVENTER PER WS-01 AND DETAIL ON SHEET LI-4. CONTRACTOR z 04 TO RESURFACE TRENCH REPAIR PER CITY REQUIREMENTS, SEE 85.0' 17.0' 85.0' 10.0 NOTES: SHEET C-5A. SAN DIEGUITO DISTRICT TO CONSTRUCT (SET) 1" 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. IRRIGATION WATER METER AND SERVICE PER WS-01 AND WC-17. CORRUGATED R=5.0 0 R=5.D' 1 SEE STEEL PANEL (11 CONSTRUCT WALKING STRIP PER DETAIL THIS SHEET. DETAIL THIS SHEET (TYP) BOLLARD DETAIL 7'11* @ INSTALL BALLARDS AND CHAIN PER DETAIL THIS SHEET. 40 4 NO SCALE @ INSTALL K-RAIL WITH 6' CHAIN LINK FENCING ON TOP OF K-RAIL 0 BETWEEN EXISTING RAILROAD TRACKS AND PROJECT SITE PRIOR 0 1 -7- = PROPOSED PAVEMENT TO CONSTRUCTION. K-RAIL TO BE INSTALLED A MINIMUM OF 15' ui r) C-1 '-� o 0 0 'n _TT 0 SECTION lo' I FROM THE CENTERLINE OF THE EXISTING RAILROAD TRACK WHERE E NOT u 0 IN CONFLICT WITH THE CONSTRUCTION OF THE PROPOSED WALL. rj '�_ e i:�_ ue' oq� - - - - - - - WHERE IN CONFLICT WITH CONSTRUCTION, THE K-RAIL IS TO BE INSTALLED C, r) 0 \-, 'n - 0 0 00 0 0 JUST BEYOND THE CONFLICT TO A POINT AS FAR FROM THE TRACK AS s IS FEASIBLE REMOVE V-PAll Akin rlWAIM LINK r7�Klf-lKlr_l "Dr)kl COMPLETION is -------- C�' Zil C o 0 J 0 0 0 0 0 r r OF CONSTRUCTION. ------- LLf) 77 0 @ PROVIDE CURB FACE OPENING AT FLOW-THRU PLANTER. 0 0 0 �_j 0 7, 77 o C) 0 0 0 0 10 .cr'z'zl ' - - - , 0 0, 'o CORRUGATED STEEL PANELS--` 500 SS �4; 0 CRUSHED AGGREGATE o 0 PER SPECIFICATIONS 01 (1 1/2- TO 3") Is c' % ------ --- ATV- P'----4_,'ATV -----CATV--CATV--------CATV-----CATV--------CATV 20 0 20 40 60 ti --GA i V- A V th. 58007 HALE ENGINEERING TYPICAL CORRUGATED STEEL PANEL SECTION Ex 0 CIVIL EffGTfffflWG SURVEYING LAND PLANNING NO SCALE SCALE 1" = 20'Ji C (8M) 715-1400 7840 CONVOY COUff OF C 00 PARCEL MAP N 0. 12092 0 SAN DAW, CA 969111 (858) 715-1424 FAX REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY I DRAWN BY CHECKED BY APPROVALS ENGINEERING DEPARTMENT DRAINING NO. 0 MH I MM MH CITY OF ENCINITAS BENCHMARK: OC-0140 It PLANS PREPARED UNDER SUPERVISION OF RECOMMEWED APPROVE�_D SITE PLAN FOR: 7729-1 DESCRIPTION: BRASS DISC STAMPED OC-140 HORIZONTAL 1"=20' / / LOCATION: NORTHEASTERLY CORNER OF DATE: 118110 0 RAILROAD BRIDGE ABUTMENT AT INT. BY. BY: NCTD PARKING LOT C.1 6 OF AT&SF RR & ENCINITAS BLVD. VERTICAL NONE R.C.E. No. 58007 LEROY BOD PETER TA-RONLES, RCE 52176 z , �AS ELEVATION: 77.489 FEET DATUM: S.D.COUNTY MAR L. HENNING EXP. 6/30/06 DATE:. RGE 22312 DATE: m WORK PROJECT NO. SHEET 3 OF 28 0 AS-BUIL 1, T irsirloTt S �XISTING CABLE G G - EXIST NG GAS LINE' 7111. Cox W s 11+00 live - s 12+00 EXIS T. 6" WATER VULCAN 13+00 14+00 AVENUE 15+00 10 oft -Mlamn- 1- 'z + CAUTION EXIST. S T6 MIP2 0 C 6 uei EXISTING TELEPHONE LINE UIST.--1-8'-SD EXIST. 12" H.P. GAS LINE 0 ... ... GAS COMPANY 714 6�43-31 OR EXIST. 8" SEWER- v) Ln SEE SHEET C-4B FOR R.O.S. 15438 4`1 %AIAI I PLAN P. ODnC"11 C" 49� m (7� • -rFS 92.76 IST. R �4r 29 FS i5. 0077 Lj 6, TCKr Ll .6 74 . ...... 01 by be 0 I I I X4 0 E\: :FFSi, B68.26- 8/ r r TC 89.63 21 TC 92. FS Fd'9'3. 4 0 ee 7 A in 0 > TC 88.e? 89.13 00 FS 91.85 5o0f-_� I EDI- _,.-,EXIST. 12" GAS FS I q FG 94.19 G G L (? , 7 7,7 G 8.28 r w EXIST 18 F �87.578 0" CURB 84 6 m 0 T 88.89 TQ�P, PIPE 0 V/r� FS t1j. 04 FS 8.39 I I N I I I 1 11 1 \1C. 91103 FS 92.00 w TC 92.4 WALL PLAN & PROFILE TC 91 9 r, 4B FOR FS 90.53 w -SEIE SHEET.0 ;�-C 93;83 co Fs 9; 04 C 93.88 �C8 7. 4 5�' TO S 91.42 C-3A EXIST 2e SO' -f 15 TC 87.81 A Ne FS 88.08 EXIST 24" SD C,4 SEE SHEET FOR S.D. PLAN FS 87.31 3? SEE SHEET C-3A, 04 1 N w WALL PLAN & PROFILE SE E �-3A 0 1 FG, 9-4e77, I F SEE SHEET FOR S.D1 E3 TC 87.00, SEE SHEET C-3A 0 :77. T PCLCA3NX -0- TC' (FL 86.50 LAN TC 91.49 90.25 TC 93.. 8 Ej FOR S.D. PLAN TC: 88.6Q- TC 91.)6 TC 93.38 z I/ FS 90*99 FS 89.75 FS 92.68 e FS 88.10 FS 90. FS-9-2 -1 88 8.5 -TG TC 88.35 - T-C, 9037 .7 .. ...... 7r 0 300 TC 42-04�3-'--� TC 0 74 5�0 FL 88.15- LO �2 - �-FL 9C 9 2 �-- G 89,t 2.2-%- G 8 FL 9117 .33, 5 6.80 I;FE SHEET C-4A FOR WALL FACE OF WALL 'V-EXIST. 18" SID TO FL 80.3 3.7 3 &A. 2.7 =�G SWALE 0 0.5% 2 EXIST. TYPE 'F' CATCH BASIN p, _E RADED EXIST. TYPE 'F' CATCH BASIN PIPE: TO 13E FL 81.75 SEE DETAIL THIS �SHT; - -- - -- 111 11 1— -::, -- ff:;L; 0 Q r0m, Spw f� 0 0 FUT C) FUTURE TRACK 77 r D ,,�Xts T. R/i -r�- EDU-Te�� -�7� - -e:�: -F Ti` 7-r� FACE OF WALL 20.8' CE FUTURE TRACK _0 0 ,PROPOSED GUARDRAIL SEE GUARDRAIL DETAIL SHEET C-4A 4" AC PAVEMENT (TYPE III C2-PG 64 -10 TC 97 OVER 6" CLASS 11 BASE o0 5.1% 1.8 2.0% 4.0% -v COMPACTED SUBGRADE EXIST. GROUND ,,-PROPOSED RETAINING WALL SECTION A-A 'k7TTT.rAN AVE I.RTA 12 +36 PR 7" PCC (560-C-3250) DRIVEWAY OVER 8" CLASS 11 BASE PER DETAIL THIS SHEET i� • SCALE: 1" = 10' HORZ. w 1" = 4' VERT. ;�t I 17C n, /,-PROPOSED GUARDRAIL SEE GUARDRAIL DETAIL SHEET C-4A 4" AC PAVEMENT (TYPE III C2-PG 64 -10 Lw OVER 6" CLASS 11 E Lbn) 4.6% CD 2.9%• J FACE OF WALL- COMPACTED SUBGRADE Ki PROPQ6ED..;RETAINIHNG WALL 17.0' FUTURE TRACK I / \�--EXIST. GROUND m CATV CATV CATV 'KDIMENSIONS ARE TO FACE OF WALL 16+00 VULCAN w SEE SHEET C-4B FOR WALL 'PLAN & PROFILE 5: [11 CATV CATV CAUTION MCI FIBER OPTIC LINE CATV 8" TPEE 11IL111051 6" P.C.C. I CURB (TYP.) 27.5' A), B 1 V 7 KAAQ NO MOP 9:'Arr' (Type) THIS POINT WCAVCkin PANE lf)[KIT- Me, Al - 0 4 IM . . 11 � , 10GUTTER LIP L �fi fill 4 7 SIDEWALK RAM VBLACK TRUNCATED DOMES 18+00 (NO LIP) PER RSD G-30 (TYP.) 5 UE --- NOTES: 1. THE RAMP SHALL HAVE A 12- WIDE BORDER WITH 1/4- DEEP SCORE LINES AND 1/8- RADIUS. THE SPACING SHALL BE APPROXIMATELY 3/4- O.C. CAUTION 2. ELEVATION SHOWN ON PLANS 11 0ST�-42-'^GAS LINE 0 COMPANY 1 ANY 71 "=3+98 3. ALL CONCRETE SHALL BE 560-C-3250 4. TRANSITION FROM FULL HEIGHT CURB TO 1" GUTTER UP • -41 FS 9 SECTION B-B VULCAN AVE. STA. 14+84.15 SCALE: 1" = 10' HORZ. 1" = 4' VERT. HALE ENGINEERING CIVIL ENGINEERING SURVEYING LAND PLANNING 7910 CONVOY COURT (858) 715-1420 1 --- 20 0 20 40 60 1= I C/ Ai C 1. )n, ,q.jESSjodj"4 3.7'*-Jl �-FACE OF WAL\LTFCL 90-56 a Ei cy 4 ------- ALLEY TYPE DRIVEWAY DETAIL NO SCALE EXISTING GRADE DEPTH VARIES 0 11 ---- -- -=SHED AGGREGA GRADED SWALE DETAIL TE NO SCALE BEGIN SWALE ....... FL 81.00c--, -------- - ----- -�FNGN,Aee I iC;14T CONSTRUCTION NOTES: 15r :7 @REMOVE EXISTING POCKET OF PEAT LOCATED NORTH OF DRIVEWAY. - - - ` e 1-1 21 . 0 . . . r --------- C�-2� " ® THE GAS CO. TO ADJUST EXISTNG GAS VALVE TO GRADE. CONTACT C71 'Lr -1 , RICK MIRANDA (714) 643 -3198 c \7 C, r\ <, k i -1 VA 4�� - r 0(" ADJUST EXISTNG GAS VALVE TO GRADE WITH TRAFFIC RATED COVER. 0 7, F --t r e� CONTACT RICK MIRANDA (714) 643-3198 4p -1 ceee J 5 -7 77 1 Q 0 c,--cl 71 .44-- SPECIAL UTILITY NOTES: o T'y CATV CATV CATV CATV CATV - CATV 1. LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ------- APPROXIMATED USING DATA FROM IMPROVEMENT PLANS AND )'DIMENSIONS ME TO FACE OF WALL TOPOGRAPHIC SOURCES. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. THE EXISTING SDG&E 12" H.P. GAS LINE IS TO REMAIN IN PLACE. THE CONTRACTOR SHALL USE EXTREME CAUTION AND CARE IN THE NOTES: PROTECTION OF THE PIPELINE DURING CONSTRUCTION. 1. IN ALL AREAS TO BE PAVED, OVER-EXCAVATE 2 FEET AND RECOMPACT 3. REMOVE AND HAUL AWAY ALL EXISTING AC GRINDINGS WITHIN THE TO 95% RELATIVE COMPACTION. IN ALL OTHER AREAS, OVER-EXCAVATE PROJECT AREA. 3. THE EXISTING COX COMMUNICATIONS FIBER OPTIC LINE IS TO REMAIN IN 2 FEET AND RECOMPACT TO 90% RELATIVE COMPACTION. PLACE. THE CONTRACTOR SHALL USE EXTREME CAUTION AND CARE IN THE 2. OVEREXCAVATION AND RECOMPACTION SHALL BE PERFORMED UNDER THE PROTECTION OF THE LINE DURING CONSTRUCTION. nP(Zr7P\/ATIOKI C)F THE rF0TFr.HI`JIr.AI FNC.'INFFR SAN W&UU, CA Will REVISIONS APPROVED DATE (OU01 f10 ``1%G* X`AA I REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESNWN ED BY DRA BY I CHECKED BY _ APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. d MM I MH ,A7.6 &W&dt5 tAllv- -- t I BENCHMARK: OC-0140 DESCRIPTION: BRASS DISC STAMPED OC-140 LOCATION: NORTHEASTERLY CORNER OF RAILROAD BRIDGE ABUTMENT AT INT. OF AT&SF RR & ENCINITAS BLVD. ELEVATION: 77.489 FEET DATUM: S.D.COUNTY 0 7 PLANS PREPARED UNDER SUPERVISION OF DATE: g ,o R.C.E. NO. 8007 ARK HENNING EXP. 6/30/10 RECOMIVIEN D APPROVED By. BY: LEROY- BffA,$, RCE 22312 PETER COTA-ROBLES, RCE 52176 DATE: DATE: GRADING & DRAINAGE PLANS FOR: NCTD PARKING LOT WORK PROJECT NO. 7729-1 c 2 Ac J T COX COMMUNICATION OPTIC LINE CATV CATV----�� CATV (3 FIBER OPTIC SHEATHS) EXIST. MCI FIBER OPTIC LINE FACE OF WALL 20.8' CE FUTURE TRACK _0 0 ,PROPOSED GUARDRAIL SEE GUARDRAIL DETAIL SHEET C-4A 4" AC PAVEMENT (TYPE III C2-PG 64 -10 TC 97 OVER 6" CLASS 11 BASE o0 5.1% 1.8 2.0% 4.0% -v COMPACTED SUBGRADE EXIST. GROUND ,,-PROPOSED RETAINING WALL SECTION A-A 'k7TTT.rAN AVE I.RTA 12 +36 PR 7" PCC (560-C-3250) DRIVEWAY OVER 8" CLASS 11 BASE PER DETAIL THIS SHEET i� • SCALE: 1" = 10' HORZ. w 1" = 4' VERT. ;�t I 17C n, /,-PROPOSED GUARDRAIL SEE GUARDRAIL DETAIL SHEET C-4A 4" AC PAVEMENT (TYPE III C2-PG 64 -10 Lw OVER 6" CLASS 11 E Lbn) 4.6% CD 2.9%• J FACE OF WALL- COMPACTED SUBGRADE Ki PROPQ6ED..;RETAINIHNG WALL 17.0' FUTURE TRACK I / \�--EXIST. GROUND m CATV CATV CATV 'KDIMENSIONS ARE TO FACE OF WALL 16+00 VULCAN w SEE SHEET C-4B FOR WALL 'PLAN & PROFILE 5: [11 CATV CATV CAUTION MCI FIBER OPTIC LINE CATV 8" TPEE 11IL111051 6" P.C.C. I CURB (TYP.) 27.5' A), B 1 V 7 KAAQ NO MOP 9:'Arr' (Type) THIS POINT WCAVCkin PANE lf)[KIT- Me, Al - 0 4 IM . . 11 � , 10GUTTER LIP L �fi fill 4 7 SIDEWALK RAM VBLACK TRUNCATED DOMES 18+00 (NO LIP) PER RSD G-30 (TYP.) 5 UE --- NOTES: 1. THE RAMP SHALL HAVE A 12- WIDE BORDER WITH 1/4- DEEP SCORE LINES AND 1/8- RADIUS. THE SPACING SHALL BE APPROXIMATELY 3/4- O.C. CAUTION 2. ELEVATION SHOWN ON PLANS 11 0ST�-42-'^GAS LINE 0 COMPANY 1 ANY 71 "=3+98 3. ALL CONCRETE SHALL BE 560-C-3250 4. TRANSITION FROM FULL HEIGHT CURB TO 1" GUTTER UP • -41 FS 9 SECTION B-B VULCAN AVE. STA. 14+84.15 SCALE: 1" = 10' HORZ. 1" = 4' VERT. HALE ENGINEERING CIVIL ENGINEERING SURVEYING LAND PLANNING 7910 CONVOY COURT (858) 715-1420 1 --- 20 0 20 40 60 1= I C/ Ai C 1. )n, ,q.jESSjodj"4 3.7'*-Jl �-FACE OF WAL\LTFCL 90-56 a Ei cy 4 ------- ALLEY TYPE DRIVEWAY DETAIL NO SCALE EXISTING GRADE DEPTH VARIES 0 11 ---- -- -=SHED AGGREGA GRADED SWALE DETAIL TE NO SCALE BEGIN SWALE ....... FL 81.00c--, -------- - ----- -�FNGN,Aee I iC;14T CONSTRUCTION NOTES: 15r :7 @REMOVE EXISTING POCKET OF PEAT LOCATED NORTH OF DRIVEWAY. - - - ` e 1-1 21 . 0 . . . r --------- C�-2� " ® THE GAS CO. TO ADJUST EXISTNG GAS VALVE TO GRADE. CONTACT C71 'Lr -1 , RICK MIRANDA (714) 643 -3198 c \7 C, r\ <, k i -1 VA 4�� - r 0(" ADJUST EXISTNG GAS VALVE TO GRADE WITH TRAFFIC RATED COVER. 0 7, F --t r e� CONTACT RICK MIRANDA (714) 643-3198 4p -1 ceee J 5 -7 77 1 Q 0 c,--cl 71 .44-- SPECIAL UTILITY NOTES: o T'y CATV CATV CATV CATV CATV - CATV 1. LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ------- APPROXIMATED USING DATA FROM IMPROVEMENT PLANS AND )'DIMENSIONS ME TO FACE OF WALL TOPOGRAPHIC SOURCES. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. THE EXISTING SDG&E 12" H.P. GAS LINE IS TO REMAIN IN PLACE. THE CONTRACTOR SHALL USE EXTREME CAUTION AND CARE IN THE NOTES: PROTECTION OF THE PIPELINE DURING CONSTRUCTION. 1. IN ALL AREAS TO BE PAVED, OVER-EXCAVATE 2 FEET AND RECOMPACT 3. REMOVE AND HAUL AWAY ALL EXISTING AC GRINDINGS WITHIN THE TO 95% RELATIVE COMPACTION. IN ALL OTHER AREAS, OVER-EXCAVATE PROJECT AREA. 3. THE EXISTING COX COMMUNICATIONS FIBER OPTIC LINE IS TO REMAIN IN 2 FEET AND RECOMPACT TO 90% RELATIVE COMPACTION. PLACE. THE CONTRACTOR SHALL USE EXTREME CAUTION AND CARE IN THE 2. OVEREXCAVATION AND RECOMPACTION SHALL BE PERFORMED UNDER THE PROTECTION OF THE LINE DURING CONSTRUCTION. nP(Zr7P\/ATIOKI C)F THE rF0TFr.HI`JIr.AI FNC.'INFFR SAN W&UU, CA Will REVISIONS APPROVED DATE (OU01 f10 ``1%G* X`AA I REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESNWN ED BY DRA BY I CHECKED BY _ APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. MIGH MM I MH ,A7.6 &W&dt5 tAllv- -- t I BENCHMARK: OC-0140 DESCRIPTION: BRASS DISC STAMPED OC-140 LOCATION: NORTHEASTERLY CORNER OF RAILROAD BRIDGE ABUTMENT AT INT. OF AT&SF RR & ENCINITAS BLVD. ELEVATION: 77.489 FEET DATUM: S.D.COUNTY HORIZONTAL 1"=20' VERTICAL NONE PLANS PREPARED UNDER SUPERVISION OF DATE: g ,o R.C.E. NO. 8007 ARK HENNING EXP. 6/30/10 RECOMIVIEN D APPROVED By. BY: LEROY- BffA,$, RCE 22312 PETER COTA-ROBLES, RCE 52176 DATE: DATE: GRADING & DRAINAGE PLANS FOR: NCTD PARKING LOT WORK PROJECT NO. 7729-1 c 2 SHEET 4 OF 28 AS--BUILT 0 0 00 O to M O O Z im 0 ... —_.». .. ...gym... —... ...— .m.....�.... -..... :w.W.mv— a�.�..�..,...� '. .. W W -- __ -ter w _. W _.._ . _.__.. _...� _ _ :_ _ _._..._ _. - _ - ... W _ S S �t S S S S S w S _— _ 5 ------- _m.__ VULCAN - - AVENUE PROP. ENVIELOPEFAROUND ` R.O.S. 1 5438 STORM DRAI PROP • WASHED DRAIN ROCK �T - T T T- - -- T T T T T CLEANOUT AMMENDED - -._ -_ rn _ > ._ : . ° o — _. S`%'J t,, • a PROPOSED CURB Au �ItRM ROPOSED SOIL '9 O SAND* PROP PROPOSED AC PARKING L O T �E_ " BEDDING CO SWALE 90 PROPOSED 93 RPOKEN RETAINING < g� N >, �- l \ -89 G G \ G - - - - G -- G : r -- G WALL V30 MIL PVC MOISTURE BARRIER X88 ` ,..• .. N /\ CAUTION i..Arc . �hY•F. Zyt; :r EXIST. 12" H.P. GAS LINE (IE 77.5) 92 <.;1%sz ; '-; x y:f`r:y 'Tt =; /� RETAINING WALL DRAINAGE .�..,__�� DISCHARGE TO o' ° . THE GAS COMPANY 714 643 -3198 _ — — --- --- -•-4 -• - - T, -____ m -°--_� _ -- --- - -_-- -- - _ - -- --°- -- ----• -`- --- -,' PER DETAIL SHEET C4 -D , . \ .. • x'?''.. ,. .._ PROPOSED MOD. /\ A -4 CLEANOUT RIM 90.00 J EXISTING j\ j .\ ,� \r, /� \ \/� 3 8 9 1 IE 78.76 IN IE 75.1 IE 78.66 OUT o SLOPE \ \/ PROP. 6" PVC SDR -26 CO3 s o g1 9 WM PERFORATED PIPE ` WOO= � RIM 88.22 15 ® 90 c' W / / //� (MIN. SLOPE = 0.5 %) PROPOSED 6' c9� 2 IE 80.33 NO TH \ \, \ \j- j � PVC SDR -26 .� 4 IE 80.23 IN T . ` . ,� OUTLET PIPE IE 84.53 IE 80.23 OUT ST o g0 4 R 89.00 16 'W �y SAND PER ASTM CT 3 (MIN SLOPE = 1.0%) 6 IE 83.34 14 4 6 SECTION A -A NO SCALE • 17771„ u 0 — - ��g4 ❑ 0 — — — — — — — PROP. COBBLE SWALE SKli bL � ° . >- BLEND 60% 3/4" GRAVEL „ ° - - -- _. , , L1 �1t , .._...� a •`' y }� S � .... - -C :.. L ' ._ > . i r^ Y'.f j i " -- v AN KLE (ARIZONA RIVER ROC � MINIMUM OR APPROVED EQUAL) `° =, a PROPOSED 6" PVC -26 OUTLET P IPE J SDR FILTER FABRIC (TYP.) _ d ? _0 4 � Q _ C J �� .. 1 _ _ (MIRAFI 140N OR V f ..._._._..__....,..._... m L. n n - ,•'', {..� , Cl ., -'w'` n i ' ,.., °.v> - z _ ••,'ti:x.`:.:•' a ) APPROVED EQUAL r� C} r n -. C GRATED INLET ,-, ' n _ r� 4 r_ti C? :-, C } _ { ' ` f7 _, '�-' C t_ ;_. " C .-, -' t`�} _, '-� n � - n. C� ,-. - C�} n W '• . , n ,. � N - ?;..:; -�? =.... PROPOSED \ PROP. 3/4" WASHED PROP. ° F ':. „ 0 0 PROP:— a ,,.• DRAIN ROCK PROPOSED 6" LIGHT O SCALE: 1" 20' AMMENDED �MAn PERFORATED <° SOIL s 30 MIL PVC PVC SDR -26 L ti +d PROP. SAND BEDDING + ... U MOISTURE BARRIER OR APPROVED EQUAL ° w S" W w w w w w w w PROP. 6" PVC SDR -26 NATIVE SOIL °. B B PERFORATED PIPE B B r� -- ��- A- 4 - - -Nrc N WRAPPED IN FILTER FABRIC 2" LAYER CONCRETE ° -P SAND PER ASTM C33 T E ° VULCAN AVENUE TOP OF GRATE ELEV. GR PROPOSED T r, r' E� - _ T - T T T _. T _ SECTION B -B _ _ _ ___ _ / PER PLAN NO SCALE COBBLE SWALE -'__ 1 4 CE FLOW GRADE TO DRAIN SURFS ° TO GRATED INLET - - - I'll 7 •LG ��9 � l juil > RIM 910 r 80.27 IN SOUTH IE 80.17 IN WEST n 9,3 IE :0 ` ��'Wfffl EXIST. 12" H.P %ftwAft / — 0 SIGNAL. L2 ;'; cl 21 0 _ '��;rL_t : } — d } _ 0— � r 0 0 J C" 0 J C 0_Z_' -y 1 1. 20 0 20 40 60 127 2" co a 6= d FLOW LINE ELEV. (FL) PER PLAN PIPE SIZE AND TYPE PER PLAN. SECTION X -X �4A:::n NO SCALE r Ell ,DOMED NDS ATRIUM GRATE OR APPROVED EQUIVALENT SCALE 1" = 20' CONSTRUCTION NOTES: �'' © CONSTRUCT LINE DEPTH VARIES RADIUS DELTA BRG. SHEET. *MODEL NUMBERS ARE AS MFD. BY W11IIIIIIIIIIIIIIILILIJOW LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN APPROXIMATED USING DATA FROM IMPROVEMENT PLANS AND TOPOGRAPHIC SOURCES. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE EXISTING SDG &E 12" H.P. GAS LINE IS TO REMAIN IN PLACE. THE CONTRACTOR SHALL USE DUE CAUTION AND CARE IN THE PROTECTION OF THE PIPELINE DURING CONSTRUCTION. HALE ENGINEERING CIVIL ENGINEERING SURYDNG LAND PLANNNG 7840 CONVOY COURT (858) 715 -1420 SAN DIEGO, CA 92111 (858) 715 -1424 FAX APPROVED I DATE REFERENCES DATE BENCHMARK SCALE BENCHMARK: OC -0140 DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL 1 " =20' LOCATION: NORTHEASTERLY CORNER OF RAILROAD BRIDGE ABUTMENT AT INT. OF AT &SF RR & ENCINITAS BLVD. VERTICAL 1 " =4' ELEVATION: 77.489 FEET DATUM: S.D.000NTY 1� CONSTRUCT STORM DRAIN DATA © CONSTRUCT LINE LENGTH RADIUS DELTA BRG. SHEET. *MODEL NUMBERS ARE AS MFD. BY DESCMP110N OUTSIDE OF PIPE TO ASSURE 1 79.81' - S1 6'33'34 "E FLOW -THRU PLANTER PER DETAIL THIS SHEET. 6" PVC SDR -26 ® 3.77% 2 12.54' - N87'04'30 "E 6" PVC SDR -26 ® 34.29% 3 5.46' - N84'01'12 "E 6" PVC SDR -26 ® 50.00% ® 13.69' - S58'54'47 "E 6" PVC SDR -26 0 52.15% 5 7.12' - N84'01'43 "E 6" PVC SDR -26 ® 50.00% © 123.45' - N05'58'17 "W 8" PVC SDR -26 @ 5.00% 7❑ 20.68' - I S84'49'01 "E 6" PVC SDR -26 ® 34.537. ® 103.04' - I N08'01'24 "E 6" PVC SDR -26 DATE BENCHMARK SCALE BENCHMARK: OC -0140 DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL 1 " =20' LOCATION: NORTHEASTERLY CORNER OF RAILROAD BRIDGE ABUTMENT AT INT. OF AT &SF RR & ENCINITAS BLVD. VERTICAL 1 " =4' ELEVATION: 77.489 FEET DATUM: S.D.000NTY 1� CONSTRUCT 24 X24 GRATED INLET PER DETAIL THIS SHEET. (18 MIN.) © CONSTRUCT MOD. A -4 CLEANOUT PER RSD D -9 AND 24" ® DETAIL THIS SHEET. *MODEL NUMBERS ARE AS MFD. BY 288 LBS OUTSIDE OF PIPE TO ASSURE WATER SAN DIEGO PRECAST CONCRETE INC. 16 CONSTRUCT FLOW -THRU PLANTER PER DETAIL THIS SHEET. OR APPROVED EQUIVALENT 1© CONNECT TO EXISTING STORM DRAIN BY CONCRETE LUG WEIGHT PER STD DRAWING D -63. BASE NO FRAME 24" ® CONNECT TO EXISTING STORM DRAIN BOX. MORTAR AROUND 288 LBS OUTSIDE OF PIPE TO ASSURE WATER TIGHT CONNECTION. ® REMOVE EXISTING CATCH BASIN AND STORM DRAIN. D REMOVE E 0 SHEET 5 OF 28 2© PLUG AN XISTING STORM DRAIN PIPE NORTH OF PLUG. EXTENSIONS S REQUIRED) PROPOSED OPEN CURB FACE PER PLAN.; MANHOLE FRAME AND COVER PER RSD M -3 STAMPED "DRYWELL" INFLOW FROM PROPOSED --N,, � FLOW THRU PLANTER NON— TRAFFIC PARKWAY CATCH BASINS MODEL NUMBER* DESCRIPTIONS HEIGHT WEIGHT 2424V -24 BASE NO FRAME 24" 690 LBS 2424X EXT NO FRAME 6" 288 LBS 2424GCIP CAST IRON PARKWAY GRATE N/A 103 LBS ® CONVERT EXISTING TYPE F CATCH BASIN TO TYPE A -4 CLEANOUT. GRATED INLET ('CATCH BASIN) DE NOT TO SCALE DESIGNED BY DRAWN BY CHECKED BY SPECIAL DISTRICT MH MM MH APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMME APPROVED DATE: /46 /O r'2 58007 BY: BY: R.C.E. N0. LEROY BOD S, RCE 22312 PETER COTA- ROBLES MARK L. HENNING 1115-Ile 6/30/10 DATE: EXP. DATE: PROPOSED RETAINING WALL Q ala"- FLOW THRU PLANTER DETAIL NO SCALE a FILTER FABRICS (MIRAFI 140N OR APPROVED EQUAL) QQ(g ESS10k4 SECTION C -C meows HFyy Fyn NO SCALE � z Exv MOD TYP IE OUT EL EXISTING -Nr-- DISCHARGE TO 17 STORM DRAIN v 1' 6" PVC SDR -26 (SIZE PER PLAN) 1.5 " -2" CRUSHED ROCK < I PLAN VIEW NO SCALE NOTE: FOR FURTHER INFORMATION SEE RSD D -9 vi 0 sr civll� �� P� ti -`t I�LP�LilV V V 1 1JiZ i 11 PALL 0 OF CA��Q PER RSD D -9 NOT TO SCALE 0 C I TY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. STORM DRAIN IMPROVEMENT PLANS FOR: 7729 -1 rdi VULCAN AVE. 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I - -7- 1 , _'t ---- i -�_A----�-_+ � ----I - ----- I --- - - , F __ ___i____' __ - - __ __� ----- __ - Z4 __ - " � - .______l - - � � t: .': __f_'_____i7_=�_ 3 �___T '�___ - 1� - - __� ___�____ -,= -_t� + _t --'_ --- I � --- i � ' � -- t - -- 7 --- - -_ = - 1 - � I - -' - --:L -- - - -- -, ' � T - I -_ ____ \ -1 -, - __ _11 I --- ---- 4 -_ 1--a I �-- I I* - - - - - __� --- - - _ �t_ ±_j"__'_--y- , , , A - - =---- - - - - I �'�� - - - --:T--:=__l__ y- - l____K � - I I � I i _t - I -1 - - _�_._:__- �_ __ __ =__ __ - ___l - 1 _____ -1 77 � z A- - _;5 __ - ____ 1--_qg 17 ---r-" T I ---f t - - t - ' ' I - - � . -_ -_ _____ - - � _� - -F v � __ I I - _t___'__ -, - - - - �'__' �_ "'; __'�__ - -11 � _ - ___ - - : ____ ---,-,-- - ---t -1= ------:I- ___ - ��_� __4' __ - - _____ - ___ - , __ I— .- i- t - _ - - _L�r_7�E __ --- � ------ ___ _-4--_4� _" - 1- I - - - - _�___ -_ �� - t - - - - - - -t T, _j _ , I I IF- 1 � - _7 �v = __ ___T_ - _ - - _�_L_:�� I . - _,_ ---- -- t- ---t' -- - -- I I I--- T _ I-- f__=_ .-''T-- f - =�7� - __ __ - __± --I--- ---- _� � _____l - 11 I � I T . .- --- __'__ _____._ � _____ __ I __'4---T - r-_-�_ - , _y --- � - !- - I -,- _t-' � -_ � - - ---- y - I � = == _. = =_ = � I �� I -�_� - :::- I-, - - 1 _:�__17__ f- 'T' __ __ ____ - =-t- +_ -i- _;_� - - , t- - -1 - __ - - t- ---- � 4-" __ .... 1_ 1 - ___ + - _1_ ___ ___ ----A-__ , � 1 I I '_"__"____ I -- - =_ _�__ - ft � 11 �'t_ - W-3 _ _1 .__ -� $-_ i�__�.t=f__ --- -,-= _'T_ - _:�_ - I �_'_7'r__ I - -.t--- ' ' "_ -- -I- I ' , - t- - - _-�j - - -� t - - -'y - - - �_ , __±=_ - �___� � �__'__ --- -_ - ____ T - I , - _ -_ -_ --- = w=� = - - I ---- -�7 - =-- __F_ - --l- I I I � - -_ - -f- _-='-.j�7_-f_ - - . 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I , - 6;� _______ -----" "_ ______ -_ _ - -_ --- --- -- - - _j �4 '_L�" �:�_�_�=—'_ '. L" SCALE- I " i i � i @ CONSTRUCT MASONRY RETAINING WALL WITH GUARDRAIL . R, _�� fi EXTEND 2" POST AT WALL STEP A- I "u-1 �'_' (SEE GUARDRAIL DETAIL SHEET C-4A AND C-4B) . 14�; r I SEE SHEETS C-4C & C-41) FOR RETAINING WALL CROSS \ ())- ---',, / �� I I " r / ----- SECTIONS, NOTES AND DETAILS. STRUCTURAL CALCULATIONS \ �'_ k __�_ �� - _n 11 ----- - '_ 11 - '_ , - 2 1/2" TOP RAIL 8' O.C. (TYP) 11 I PER SIMON WONG ENGINEERING REPORT DATED 8/01/09 --" _'!%p _1111 I _:� __ " ==rrrr . __ _______ _ __ � I - __ - ___ i I 1 4 , -,-,----------- __ I I -- == _ - " __ _'___ I—- ----,- - — 90 -im_ - - ____-r � � ... _', ___ _______________' - \=-_----:-- -==----- , ,,--,,. _,______'_---- ____ - I---- 1-11- ________'_." I __,__,__,__ ------ - " I 11 I � I :�__= -1 - ___ _ __ __ ___ ........ 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I Ill � ___ - -- --- ----- __ '_ --.___ - -------:--- r ___ ------------'---'---- _. _=__ ------- I-Ir --___,_ __ - - - __ _ - _- __ : ____=r ---- - ------ ------ _ _'_ __ - _____ ' - - - _:_7�_ ,- __'__. __ ---,* I I ___l_l__ _ - '_____l"____ @ REMOVE EXISTING CATCH BASIN AND STORM DRAIN. --I-- _,__,=r,, _ � ___ __ E_ _=4='.____________ '_' _ - _ _: - _ - . _-_-.- - - - ' ___ __ - I -, " "-''- - -, - 11 :' - --= __ 85 TOP RAIL SHALL HAVE WELDED ______ .. __ ,'___�� _:__�r -","Irll ------------ '' -""---'-- " - - ---I--,-- __ '__ _ __________ I— ______ --s ____ - ___ -11, -1-1 -- - :__='-_"l - ---- - - ----- ---- _ - � r ___11 --- � I- z .... :_ _:7 _ _ '� - _4 _l_ = 00 - - _ ____ --- --- ----- ____'__._'___'__ ' . �__ __ - �7�_ __ 00, _(c) ______'._____ � � - - @ PLUG AND REMOVE EXISTING STORM DRAIN PIPE NORTH OF PLUG _=_==_=-==�___7._ __l__l__ _____ �_ . ca :_- 11;4 �_---llr-:_ _ I \__ - ��'_______'______ — -,.,.l----________________r ------ =- _- -_:==-_= ... �-:�--= --= a > m ------.- IT �_ �� 1__l._l__'______ _ _ _ __ (o PIPE SHALL BE SE Ill .j -1 - 11 , _____,_-'--' _____N - I i __ 2" POSTS - u_____ __ I . AMLESS STEEL -, 21 L I7 1� I r,.----.- ___;=;_z_y_�___7___= 1 _ &2;N , -5�1- IN"A L L��'H'7 '0_1�_ ASTM A53 GRADE B. 0 f% ------- r � I'— - . �A I . I r .... _ - -- - ------ _4 k r I ' - ,a' .1 W z=-z-- - - �'__s F) n ; -0-K) � ___ - __'�7� .'7111- '�_ , _ , , , r') I __=_==_= M ' \ 11�1;111M�61 : _ -'� --r--,\ _'�_ ��" � ' r 11, --�F ----- - - �'_;�-T_ m DETAIL �FACE OF WALL - __ �� -SEE GUARDRAIL I 0 .� '��__'A,' ' 'r�__'_ - I _' -7 ' ' r ' -'��-"-,?� "I -n''-f - - � ----_, -- , ; _7� 1 li 41 - '�$ 1 r) . _4� � '_�.'r ''L I- - _" , '1�1_ - � z.,_'o '-<�' - -- "' 20 THIS SHEET (TYP) - __71__'_��y'_@g__'_"�_' � --- 1: 1� �"' _p, k � :� -1 ---"'r, _('L- 0 20 40 60 -,---,-,--,_,,r"�-,��-��,��,"- -� - , , - _�'.�'� D -11'� . '_ ,--,-":s , - :�) 4'�L � , -7 1 -, �' � __'15 ,4. -� y__� 1_1_'__". "�"_'��-/ - ,�� 'C'� I ' -, " � --- " - , " _-, , - ,_ -, 1. f � - I �' _' , � ! � J:)� Ili - ` ��4 ' - _ _' �__e_�Lm"= - --- - % ' _'l I T r r�� , - t:). _'�' _'_ ___'__� _ � , \ _11'_;:�i 11-1. say -- Y .� � � , ) ' T CELLS IN CMU AFTER INSTALLATION - -:r-!� -T 7";7�--Z -i ___'_'cl�_ _ ��' Z --, '� t:; r� GROU �_t � � - _�-'-±-.f-_t_��. 1 _-z-��y -1-i - ,,:� __ - '_" , " r2 (j ,- I 2 _�' , ,,' - '_')',""� "_�'_�__ _'l__�=lj_ � I— < � � � " --z�7K 1-11, r�' - --- ,_ -� - " , - - �__� LX41_1 I-- -, I_ -, , / 0 -?'�----\ '. � � 1.11 ", 1. .1 I � I I.- llI' 11 - - �- I , -" I_ — � �' -'� �_' -I, � , I ; - I r -1 , 11 � , - I ", I I , - r ---- 11 _,,_,,r,,_ ' I " ' I- I , , ��__� 1/2'$ x 1/2" BAR STOCK 4" O.C.--" F POST SEE POST ANCHORAGGE DETAIL IIIIIIIIIIIIIII �� i r_:D---, '_' 1; ,--r :��-'-;�'_-� �n`t �t" -, �7 � -1 I I . _ _" , , -, I � y% I \z I "I -.1 I �] I - '_� -, -i 1. � V � —7 - , I -11, I �- , - � � 1 11 w IT_T___TT I - � I I 1-1 � I f I , 1-11 I '' �_' I _.�_n - I .1 I r ---- 11: , , I Ill ON SHEET C-4D. SLOPE GROUT TO DRAIN , , �'' -t7 �, ,' - I ' - ( �" � y , I , _j , r I 11-1111, .J - � I .. I �_" 'I, I "Ill, � -'--,,,7 , r - � I "I - I -, � , , ,-" __ - � , , __ , � , � I I ' " �' N " �) , , , " � " - -1 " I , - " -1 SCALE 1" = 20' W o '_ 1�1 �" I � �' I I I �' � I -1 r � " 1) "I,-,, -, \_ 11 � 1� ,-\ - , '-� 0 - �- f � , yll "r , I , I (" I � � 11 , �' � 1 l �_' R ESSlo*,, f ; I '�____ - � N '_' , � I I - 11 __�' I ��_(" - __ , -r . .... � _'� , � _' 11 '' 1 . '.- ,-, "r �' - I I i�_� ��'� '_ '' '_ I �' � " - ,- � --__Q _� _' , , _ _7 '�' � I � -1 I - � , _', � 'r, -- -' _� - _' "'-JF'_+ _"�� , � -�_li - __'�_'�_ �' - I -1 .� I � "_ �_"'__'.'..' �_ ? I '.v _,f , I '�_ � 0) '_ " \r" � 1 17 �i _-, � , �' '; � 1 �' � � � -� -1 , � ) '_ r______ '�_ �� '-�- �' 1_(�_ _'y �' '_ - - ';� y u \�-1/2- x 1 1/2" FLAT BAR STOCK 11 \-TOP OF o 6_ ' . , 41- � , y-1 , I '\ -, � � ' � � 'M -- -_ /_ \; �' �__ 1� �11 " " _ 2 , _ , f'� __ �j �' - C) , i 1-11 � I ,l I- WALL � - i 1, _ ", '� I ! � __ -1, " ) 4- "', � � '! " -, � - AW TRA"C* -1 1 , � � I , " _ I I I , k-', r.\ �/ " i _ - �� - " r'� �D "A - . I 17, ___"__� ------ 11L�_ ll_� I �j I., l__' I 1� rl "I I I �' �' 11 - - - - � r I -;r- 11 , -, 11 - �� _ '; - \- --� �� - . � �' "', " "_' '_ � � �'_ �'�' ' - It z ,` -r- _/ '_ � - , '� y' -, 4�� [ , �� , �� -e , ,� -, "_ " ' - , - ----------I , I - I- -" � 2 w.w 7 �I7 , --ti 11 _ ' 1 )7 w �' � � I- I , '_ -1 L 7 1 � "-/ _-�--�' 7' t ... .. .. �-' k�j , - " I . 7 jo m tc) ,-; - - -L- - - '�� ' -1 1, , � rd - �_' 4�� - - �u L�_' " �" � . _=___L_____t.7 = -T,'-4" MINIMUM I , I '� '1'� , e �r""'� '-, , , '. - I - , f , " � � 11:4 . � I � " , 7) 't '� zi _ 4 I -, T" . , j i - z m _ �_'___ 1 " ". , I I � r�l � � I- I" _'___'� — , " 11 � .'r, , '2 -, � ' ,rl) � , _� _ �' " ry � I I - ) CN , I -1 _� I- \-' -- " � - ,� r, s", , � , r j I - " � � - � - � � I- , � E6x p - 12 a� HALE ENGINEERING ( I - � �'-' 1 1, I , �" I - , , '_' �" �'_' I.-, � i , -1 _ '_ � I % � "I /_" I � 11) - - 0 -''_J,r-. "_.r ,-, -1 I C� � r �, I I I '� * GUARDRAIL DETAIL: 0 I , ' , " I \_ .1 lrl",'�' I'D . ' " � , �� '� , , '&_ <1 I I— - _ '- ' '_1 'N ,_ , �j - 't-t-,'_-��`-, '--, �� __�_'� _L�____' � -- I �' -, - ' ,-;,,,:r _ '() I __' "I '" '� C, "_'��'_ll , "_' �-' 1 I-, I I I-, , '_\ 11 C; I - * - - -) \,-) 'r-, �_) 7", � I '-'r "-, � ,- �' I f' - ,, r', 1, � -, ,,,, ,-I , 11 , I ,,, �-' -, , u '� �) - IJ 1-1 I I -, J n' _ �' I k , - -I C' , � �_ c I',-' , - I I " i � -'� " � '�'_"' , , " -� r, __ , z , r, I -a" � � �� __;_, '_' _� c _ , _ , , , , CIM MVGRUZWG SURVEYNG L40 PLAAWNC I -"',_�W,'�4"�. ", � " _79t7��_-'_' ____'._j . I � �rl'�t - '�'-� � I— - , �'_�\ 1--tte _ _ I NO SCALE ___ _� _'_ ._- _Lj.w_'_- I '_ _'�_�r --- C '.�_�' - -11. - - " c 00 ... _�' 7840 CONVOY COURT (858) 715-1420 f ' �* wl- ____l ---- ----- __ _ - P, , SM BMW, CA 92111 (858) 715-1424 FAX I DRAWN - BY CHECKED BY 4- 0 ' ff � _= __'__ -f - � __ fi F� - T_ 4--_ T ____ *__ __ I __ I---_--_- - --t- _F: � � - - 3_ . __ :w F_ - f- ___ - I - ` :: - __# -, ___ ____ - - -- - W - ____ ___� i , 'I __ - --. T - - � ____ = - - _� ___ - Z_ - ___ ' __ [�__ . __ V + -i � I - '_ �_-=!� , - ' L -7 :Tff F-_ ` � mit - 7�14 � :�_ 4 1 V5 -4-t- - r-----P- _T_____Jl __ v -- - - - I t -L- - ---'� - _-�---'F - -- -- _�_ -� '- - - -- -- - - T't HE-- - - gt A#_-_-a --,_--=- -------------- ,- li _� __ ___ _ - - � - , - - I � _T_ , I I DESIGNED BY I CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT MH I MM I MH - - � I .* .,-0,6 &&&Z27 Tw ro (;� ;. LZ �-clS, (� BENCHMARK: OC-0140 DER SUPERVISION OF RECOMM D APPRONED RETAINING WALL PLANS FOR: 7729-1 n I - - I. . - - DESCRIPTION: BRASS DISC STAMPED OC-140 HORIZONTAL 1"=20' DATE: //-*/-.* 6 BY' %_ � .4 B 1: g :)/ -4A 0 - LOCATION: NORTHEASTERLY CORNER OF / X — Y.. A '� I NCTD PARKING LOT c c; RAILROAD BRIDGE ABUTMENT AT INT. 58007 z OF AT&SF RR & ENCINITAS BLVD. VERTICAL 1'=4' ,�a - R.C.E. NO LEROY, BOD7A RCE 22312 PETER COTA-ROBLES, RCE 52176 - "MARK L. HENNING '/ m I I i EXP. 6/30/10 D �� DATE: I/ I 6L�'p WORK PROJECT NO. SHEET 6 OF 28 0 . . . ___� ELEVATION: 77.489 FEET DATUM: S.D.COUNTY 1 3 ,,, , t' IAS-BUILT I '17 10+00 CAu,nol EXIST. 12- H. . PAS LINE THE GAS COMPANY 7146 -3198 G (N VujLa +2 + NOTE* DIMENSIONS ARE TO FACE OF WALL. UTILITY NOTE: LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN APPROXIMATED USING DATA FROM IMPROVEMENT PLANS AND TOPOGRAPHIC SOURCES. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. PROP. 4 0 E:I NO PRO . KEYWAY THIS EGMENT 3 10+00 BEGIN RETAINING L WALL 'D' 11+00 F VULCAN bj 00- Ld Oi LL] Ld c� to _j —1 00 'D 'i +0 +0 LF) _j oz oz + (f) oz: WALL 'E83' + FAINING + -5 RETAINI�!G cj W L LL 'C G G G "-WA ' 'B LL SEE GUARDRAIL r IL THIS S SEE GUARDRAII tK' ETAIL THIS SHE Q Q 92-- L Q 0 c6 —7; VULCAN ACS OF WALL SEE GUARDRAIL DETAIL THIS SHEET 0 PROP. KEYWAY FHiS SEGMENT G AVENUE Rw AVENUE R.O.S. 15438 0- 10 PROP. KEYWAY THIS SEGMENT I G :q,0ESSloZ SEE GI DETAIL CAUTION EXIST. 12" H.P. GAS LINE Lo IgR + -i 717 'T ----- - f -NO PROP. 04 THIS =77 =0 12+2&6& EHIlL RETAINING 86.19 NO PROP. KEYWAY THIS SEGMENT OP PIPI 12+12 AWE PT. 2 1/2" TOP RAIL 8' O.C. (TYP) is n 4", D 2" POST AT WALL STEP 4" NOTES: TOP RAIL SHALL HAVE WELDED ENDCAPS AT CORNERS. ,,,-2" POSTS PIPE SHALL BE SEAMLESS STEEL ASTM A53 GRADE B. GROUT CELLS IN CMU AFTER INSTALLATION OF POST SEE POST ANCHORAGGE DETAIL EE� I I I I \ 1/2" x 1/2" BAR STOCK 4" O.C. ON SHEET C C-41). SLOPE GROUT TO D DRAIN 90 7 9 20 0 F,�CE OF _WALL--'� u � �-1/2" x 1 1/2" FLAT BAR STOCK u \_TOP OF B9 I-Lb 2 G 60 O OF c I 8 8 z z z =84.6 CIVIL ENGINEERING SURVEYING LAND PLANNING C O:Tc ",� 81. C:"-- LL, TOP P 7840 CONVOY COURT (858) 715-1420 S W v +LLJ +uj CAUTION C A:' cc c 30 BMW, CA 92111 (858) 715-1424 FAX D C)w L-i V) EXIST. H.P. GAS LINE XIST, c BENCHMARK S SCALE S DESIGNED BY I DRAWN BY I COMPANY THE GEAkSS COMPAW t73)43=31 T_ APPROVALS C CITY OF ENCINITAS ENGINEERING DEPARTMENT D DRAWNG NO. REVISIONS APPROVED DATE REFERENCES D DATE B MH I MM I CONSTRUCTION NOTES: 93 CONSTRUCT MASONRY RETAINING WALL WITH GUARDRAIL BENCHMARK: OC-0140 P HORIZONTAL 1"=20' D PLANS PREPARED UNDER S (SEE GUARDRAIL DETAIL THIS SHEET) RECOMMENDED A APPROVED R RETAINING WALL PLANS FOR: 7 LOT C 7729-1 SEE SHEETS C-4C & C-4D FOR RETAINING WALL CROSS SECTIONS, NOTES AND DETAILS. STRUCTURAL CALCULATIONS PER SIMON WONG ENGINEERING REPORT DATED 8/01/09 NOTE* DIMENSIONS ARE TO FACE OF WALL. UTILITY NOTE: LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN APPROXIMATED USING DATA FROM IMPROVEMENT PLANS AND TOPOGRAPHIC SOURCES. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. PROP. 4 0 E:I NO PRO . KEYWAY THIS EGMENT 3 10+00 BEGIN RETAINING L WALL 'D' 11+00 F VULCAN bj 00- Ld Oi LL] Ld c� to _j —1 00 'D 'i +0 +0 LF) _j oz oz + (f) oz: WALL 'E83' + FAINING + -5 RETAINI�!G cj W L LL 'C G G G "-WA ' 'B LL SEE GUARDRAIL r IL THIS S SEE GUARDRAII tK' ETAIL THIS SHE Q Q 92-- L Q 0 c6 —7; VULCAN ACS OF WALL SEE GUARDRAIL DETAIL THIS SHEET 0 PROP. KEYWAY FHiS SEGMENT G AVENUE Rw AVENUE R.O.S. 15438 0- 10 PROP. KEYWAY THIS SEGMENT I G :q,0ESSloZ SEE GI DETAIL CAUTION EXIST. 12" H.P. GAS LINE Lo IgR + -i 717 'T ----- - f -NO PROP. 04 THIS =77 =0 12+2&6& EHIlL RETAINING 86.19 NO PROP. KEYWAY THIS SEGMENT OP PIPI 12+12 AWE PT. 2 1/2" TOP RAIL 8' O.C. (TYP) is n 4", D 2" POST AT WALL STEP 4" NOTES: TOP RAIL SHALL HAVE WELDED ENDCAPS AT CORNERS. ,,,-2" POSTS PIPE SHALL BE SEAMLESS STEEL ASTM A53 GRADE B. GROUT CELLS IN CMU AFTER INSTALLATION OF POST SEE POST ANCHORAGGE DETAIL EE� I I I I \ 1/2" x 1/2" BAR STOCK 4" O.C. ON SHEET C C-41). SLOPE GROUT TO D DRAIN is n 4", D 2" POST AT WALL STEP 4" NOTES: TOP RAIL SHALL HAVE WELDED ENDCAPS AT CORNERS. ,,,-2" POSTS PIPE SHALL BE SEAMLESS STEEL ASTM A53 GRADE B. GROUT CELLS IN CMU AFTER INSTALLATION OF POST SEE POST ANCHORAGGE DETAIL EE� RAILROAD BRIDGE ABUTMENT AT INT. R.C.E. No. 58007 z OF AT&SF RR & ENCINITAS BLVD. VERTICAL 1 4' LEROYPODA� RCE 22312 PETER COTA-ROBLES, RCE 521T6 R ELEVATION: 77.489 FEET DATUM: S.D.COUNTY MA9 L. HENNING EXP 6/30/10 DATE: c. DATE: NO . t 111040 WORK PROJECT . SHEET 7 OF 28 c . —BUIL— T I I I I \ 1/2" x 1/2" BAR STOCK 4" O.C. ON SHEET C C-41). SLOPE GROUT TO D DRAIN 7 HALE ENGINEERING 4 20 0 Ex u � �-1/2" x 1 1/2" FLAT BAR STOCK u \_TOP OF I-Lb 2 0 20 40 6 60 O OF c I Iv -4" MINIMUM W CIVIL ENGINEERING SURVEYING LAND PLANNING DETAIL: c 7840 CONVOY COURT (858) 715-1420 S SCALE 1" = 20' N -GUARDRAIL D cc c 30 BMW, CA 92111 (858) 715-1424 FAX D c BENCHMARK S SCALE S DESIGNED BY I DRAWN BY I I CHECKED BY c APPROVALS C CITY OF ENCINITAS ENGINEERING DEPARTMENT D DRAWNG NO. REVISIONS APPROVED DATE REFERENCES D DATE B MH I MM I I — MH A ill-46 ZV1=5 B BENCHMARK: OC-0140 P HORIZONTAL 1"=20' D PLANS PREPARED UNDER S SUPERVISION OF R RECOMMENDED A APPROVED R RETAINING WALL PLANS FOR: 7 LOT C 7729-1 c BY: B BY: N c —BUIL— T 0 I °o m 0 N 0 0 3 a I— z 0 w T a W z Q W II 7 a T z ry J_ W z Q ?y O LJ � W Dm r� u MORTAR CAP ffiJ SEE "POST ANCHOR DETAIL" ON SHEET C -4D 0 SPECIAL INSPECTION REQUIRED FOR ALL WALLS. TOE 2. ALL BLOCKS SHALL HAVE A STRENGTH OF f'm = 2,000 psi. SEE DESIGN CRITERIA AND 16" BLOCK "GENERAL NOTES" ON SHEET C 2" CLR TYP 3. W REPRESENTS THE MAXIMUM ALLOWABLE HEIGHT OF 8" BLOCK. LESSER HEIGHTS L MAY BE USED TO MATCH WALL PROFILES SHOWN ON SHEETS C -4A AND C -4B. 4. FOR WALL HEIGHTS LESS THAN 6' -0 ", SEE "WALLS B, C, AND D TYPICAL T 5. ALL MASONRY BLOCK SHALL BE SPLIT FACE, BUFF COLOR PER RCP BLOCK AND BRICK OR APPROVED EQUAL. 1' -6" "H" W F T D K L ® H16 H12 Hs #4 @ 24 13' -4" 10' -0" "A" BARS 3' -0" 2' —O" z 6' -6" 2' -0" CO 3' -4" 4' -0" #8J @ 8 #5 @ 8 #5 @ 16 #6 @ 8 #5r @ 12 11' -4" 8' -2" LIJ r 2' -2" Ca _ x U x o 4' -6" — 4' -0" 3' -4" 4' -0" #7J @ 8 #5 @ 8 #5 @ 16 FOR WATERPROOFING AND DRAINAGE, #5r @ 12 9' -4" I� 10-6" 1' -0" Co 1 1/2 x 3 1/2" — — 3' -4" 6' -0" #7J @ 8 SEE "DRAINAGE DETAILS" ON #5 @ 8 #4F @ 12 7' -4" 5' -3" KEY — SEE NOTE 8 1' -6" 1' -0" 2' -6" — — 3' -4" SHEET C -4D a #5 @ 16 — #5 @ 8 ON SHEET C -4D = FINISH GRADE rt,fir =. _ "�u „B„ BARS I > 5�O t'" 1' -0" r #4 @ 8 _I #4 @ 12 ry SEE NOTE 2 M `QC) #4 L 1' -0" W #5 @ 18 MAX NOTES: 1. SEE NOTES FOR "WALL A TYPICAL SECTION ", 2. NO KEY IS REQUIRED AT WALL RETURNS WHERE WALL HEIGHT IS @ 12 2' -8" OR LESS. SEE WALL PLAN AND PROFILES ON SHEET C -413. 1. SPECIAL INSPECTION REQUIRED FOR ALL WALLS. TOE 2. ALL BLOCKS SHALL HAVE A STRENGTH OF f'm = 2,000 psi. SEE DESIGN CRITERIA AND 16" BLOCK "GENERAL NOTES" ON SHEET C -4D FOR MORE INFORMATION. A BARS 3. H8 REPRESENTS THE MAXIMUM ALLOWABLE HEIGHT OF 8" BLOCK. LESSER HEIGHTS L MAY BE USED TO MATCH WALL PROFILES SHOWN ON SHEETS C -4A AND C -4B. 4. FOR WALL HEIGHTS LESS THAN 6' -0 ", SEE "WALLS B, C, AND D TYPICAL SECTION" THIS SHEET. 5. ALL MASONRY BLOCK SHALL BE SPLIT FACE, BUFF COLOR PER RCP BLOCK AND BRICK OR APPROVED EQUAL. RETAINED HEIGHT FOOTING WIDTH FOOTING DEPTH TOE KEY DEPTH KEY WIDTH KEY LOCATION CONCRETE 16" BLOCK 12" BLOCK 8" BLOCK A BARS B BARS C BARS D BARS „ E BARS D L H8 T D 6' -0" 4' -9" STEM 2' -6" 6' -0" #5-j @ 8 #4 @ 12 4' -0'° 3' -9" 1' -0" 1' -6" "H" W F T D K L HCs H16 H12 Hs 13' -4" 10' -0" 2' -0" 3' -0" 2' —O" 1' -6" 6' -6" 2' -0" 4' -0" 3' -4" 4' -0" #8J @ 8 #5 @ 8 #5 @ 16 #6 @ 8 #5r @ 12 11' -4" 8' -2" 1' -6" 2' -2" 2' -0" 1' -6" 4' -6" — 4' -0" 3' -4" 4' -0" #7J @ 8 #5 @ 8 #5 @ 16 #5 @ 8 #5r @ 12 9' -4" 7' -0" 10-6" 1' -0" 1' -6" 1' -0" 3' -6" — — 3' -4" 6' -0" #7J @ 8 #5 @ 8 — #5 @ 8 #4F @ 12 7' -4" 5' -3" 1' -0" 1' -0" 1' -6" 1' -0" 2' -6" — — 3' -4" 4' -0" #5J @ 8 #5 @ 16 — #5 @ 8 #4r @ 12 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS WALL A TYPICAL SECTION 0 1 2 3 3/4" = 1' -0" REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED SV. N -- s / l DESCRIPTION: \�� PLANS PREPARED UNDER THE SUPERVISION OF HORIZONTAL AS SHOWN Of-�10 LOCATION: DATE RECORDED FROM: VERTICAL AS SHOWN SIMON WONG ENGINEERING A R.C.E. No: 436 9968 Hibert Street, Second Floor N HA Q ELEVATION DATUM: San Diego, CA 92131 (858) 566 -3113 REGISTERED CIVIL ENGINEER EXP. E:L0 C RETAINED FOOTING FOOTING KEY 8" "A" BARS "B" BARS HEIGHT WIDTH DEPTH LOCATION BLOCK DEPTH WIDTH "H" W D L H8 T D 6' -0" 4' -9" 1 ° -3" 2' -6" 6' -0" #5-j @ 8 #4 @ 12 4' -0'° 3' -9" 1' -0" 1' -6" 4' -0" #5J @ 16 1 #4 @ 12 TYPICAL i 3/4" = 1' -0" RETAINED FOOTING FOOTING TOE KEY KEY KEY FOR ADDITIONAL INFO HEIGHT WIDTH DEPTH DEPTH WIDTH LOCA77ON SEE "WALL 'A' TYP. SECT" H w E T D K L 12' -8" 12' -0" 2' -0" 0' -2" 2' -0" 1' -6" 6' -6" FTG FOR IS -4' WALL 11'-4" 9' -0 1' -8" 0' -2" 2' -0" 1' -6" 4' -6" 1 TG FOR 19' -4" WALI FOR WALLS WITH RETAINED HEIGHT "lt', of 9' -4" OR LESS, TO: DISTANCE 'i' SHALL BE 0' -2" ANP ALL OTHER DIMENSIONS AND REBAR SHAL -I- COMPLY WIN DWG C -4C WALL 'A' FOOTINGS - SOUTH APPROVALS RECOMM Y: APPRO 7�L Sy. SY: ` LEROY BODAS, CE 22312 PETER COTA- ROBLES, RCE 52176 DATE /� /O DATE .1.4 1!�Z/ OF ST . 15+25 CITY OF ENCINITAS C m6k mi Fall 1 ML k, X * No. 66543 Exp. 6 -30 -10 CIVIL OF CA-�f t SHEET S OF YS V -0" TYP UNLESS OTHERWISE NOTED, 3' -0" WHERE TREE OCCURS ADJACENT TO WALL FINISH GRADE 1509111111.09.01TANSIM RETAINING WALL ...1 . .........I I I I I I I ANTI — GRAFFITI COATING PER SPECIFICATIONS I CII ER FA BRIG I 1 I:•.:.•::.:.:•:.•;•:•:I MIRADRAIN 6CODXL INSTALLED "THOROSEAL" no r�1 WATERPROOFING OR I "' ' " " " "1 GLEAN r OWNER APPROVED I: :I A NO U5ED EQUIVALENT T i•:•:•:�:�:�:•:�::•:�:•:•::I I I V -0" MIN 4 "0 PVC PIPE (SCH 40 OR EQUIVALENT) THROUGH 1 j 4 "0 (MIN) PERFORATED PVC PIPE WALL @ 24' -0" O.C. MAX I (SCH 40 OR EQUIVALENT) WITH PERFORATIONS I. I ORIENTATED UP AND DOWN. MIN 1% ''' GRADIENT. DRAIN TO SUITABLE OUTLET. SEE ...:.:::... WALL PROFILES ON SHEETS C -4A AND C -46. FINISH GRADE ✓gip *; ti2 f' `/ ',K'\ SPREAD FOOTING COMPACTED FILL _ % 8 1 COMPETENT MATERIAL AS EVALUATED BY THE GEOTECHNICAL CONSULTANT MIN TERMINATE HORIZONTAL REINFORCING AT EXPANSION JOINTS SILICONE CAULKING TO 1" MIN DEPTH (COLOR TO MATCH WALL) NO SCALE 1/4" PREMOLDED EXPANSION JOINT FILLER EXPANSION JOINTS AT 96' -0" MAX INTERVAL TERMINATE 1/2 OF HORIZONTAL REINFORCING AT CONTROL JOINTS VERTICAL JOINTS K � RAKE JOINT 1 " ON BOTH SIDES OF WALL AND INSTALL SILICONE CAULKING (COLOR TO MATCH WALL) CONTROL JOINTS AT 32' -0" MAX INTERVAL ORIGINAL SCALE IN INCHES RETAINING WALL JOINT DETAILS FOR REDUCED PLANS 1" = 1' —oll 0 1 2 3 ra 4 — #4 (2 EA SIDE LAYOUT LINE 1" = 1' -0" z 0 r #4 J @ 12" 2,_p. L 1' -0" PLAN VIEW MASONRY: fm = 2,000 psi (SPLIT FACE BLOCK) CONCRETE: f'c = 3,000 psi (TYPE V) MORTAR: TYPE M OR TYPE S (2,800 psi) GROUT: 2,000 psi REINFORCING: fy = 60,000 psi (GRADE 60 BILLET STEEL) SOIL: EFP = 35 pcf ALLOWABLE BEARING = 3,000 psf PASSIVE PRESSURE = 300 pcf FRICTION = 0.35 (SOIL TO CONCRETE) GENERAL NOTES: SPECIAL INSPECTION IS REQUIRED FOR ALL WALLS. 2. ALL BLOCK SHALL BE GROUTED SOLID. 3. BACKFILL MATERIAL SHALL BE COMPACTED TO 90% DENSITY AND SHALL BE INSPECTED AND APPROVED BY THE PROJECT SOILS ENGINEER. 4. FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE PROJECT SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL OR CONCRETE. 5. THE BOTTOM OF THE FOOTING AND KEY CONCRETE SHALL BE POURED AGAINST UNDISTURBED EXISTING GROUND. 6. PROVIDE "THOROSEAL" WATERPROOFING OR OWNER EQUIVALENT TO BACK FACE OF RETAINED PORTION OF WALLS. 7. WHEN ONE CONTINUOUS REINFORCING BAR CANNOT BE USED, A LAP SPLICE OF 48 —BAR DIAMETERS IS REQUIRED. 8. AS AN ALTERNATIVE TO STEM KEY DETAIL SHOWN, THE FIRST COURSE OF BLOCK MAY BE WET —SET 1" MINIMUM INTO TOP OF CONCRETE FOOTING. 9. UNLESS OTHERWISE NOTED ON THESE PLANS, ALL WORK SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION (2009 EDITION). 1. WITH REFERENCE TO REPORT TITLED "GEOTECHNICAL EVALUATION, PARKING LOTS A AND B. ENCINITAS COASTER STATION, ENCINITAS, CALIFORNIA ", DATED NOVEMBER 2000, BY NINYO & MOORE GEOTECHNICAL AND ENVIRONMENTAL SCIENCES CONSULTANTS, 5710 RUFFIN ROAD, SAN DIEGO, CALIFORNIA 92123; AND AMENDMENT REPORT TITLED "GEOTECHNICAL / SEISMIC UPDATE, PARKING LOT B, ENCINITAS, CALIFORNIA ", DATED AUGUST 4, 2009, BY GEOPACIFICA, INC., 3060 INDUSTRY STREET, SUITE 105, OCEANSIDE, CALIFORNIA, 92054. v; SUMMARY OF SPECIAL INSPECTION: 1. SPECIAL INSPECTION FOR MASONRY, CONCRETE, AND REINFORCING STEEL IS REQUIRED FOR ALL WALLS. 2. VERIFY SOIL CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH THE SOIL INVESTIGATION REPORT. 3. VERIFY FOUNDATION EXCAVATIONS EXTEND TO PROPER DEPTH AND BEARING STRATA. 4. PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF FILL, RELATIVE DENSITY (SOIL COMPACTED TO A MINIMUM 90% DENSITY) AND BEARING VALUES. LAYOUT 5. PROVIDE EXPANSION INDEX RESULTS FOR ALL BACKFILL. LINE 6. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION. 7. THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE REQUIRED BY SECTION 108 OF THE BUILDING CODE, AS AMENDED. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. SOIL NOTES: 1. WITH REFERENCE TO REPORT TITLED "GEOTECHNICAL EVALUATION, PARKING LOTS A AND B. ENCINITAS COASTER STATION, ENCINITAS, CALIFORNIA ", DATED NOVEMBER 2000, BY NINYO & MOORE GEOTECHNICAL AND ENVIRONMENTAL SCIENCES CONSULTANTS, 5710 RUFFIN ROAD, SAN DIEGO, CALIFORNIA 92123; AND AMENDMENT REPORT TITLED "GEOTECHNICAL / SEISMIC UPDATE, PARKING LOT B, ENCINITAS, CALIFORNIA ", DATED AUGUST 4, 2009, BY GEOPACIFICA, INC., 3060 INDUSTRY STREET, SUITE 105, OCEANSIDE, CALIFORNIA, 92054. v; 14 +00 +I L r U aI- ITU '^ Z 12.5' 03 co F11 �I F-- G HALE ENGINEERING CIVIL ENGINEERING SURVEYING LAND PLANNING 7840 CONVOY COURT (858) 715 -1420 SAN DIEGO, CA 92111 (858) 715 -1424 FAX REVISIONS APPROVED DATE REFERENCES 7271 3m 1. 7 Of! .1 L� 15 +00 WALL 'C' PLAN & PROFILE � X, 20 0 20 40 60 SCALE 1" = 20' DATE BENCHMARK SCALE 16 +00 17 +00 —'- 4' WIDE AC OVERLAY PER SECTION Tulc CuCCT J1. ItLtrMUNL LIIVL QR�FESS10t, UTILITY NOTE: LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN APPROXIMATED USING DATA FROM IMPROVEMENT PLANS AND TOPOGRAPHIC P9o.seoo7 chi m SOURCES. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE Es CONTRACTOR PRIOR TO CONSTRUCTION. a�,gtf OF CAV4 THE EXISTING SDG &E 12" H.P. GAS LINE IS TO REMAIN IN PLACE. THE CONTRACTOR SHALL USE EXTREME CAUTION AND CARE IN THE PROTECTION OF THE PIPELINE DURING CONSTRUCTION. SPECIAL DISTRICT BENCHMARK: OC -0140 PLANS PREPARED UNDER SUPERVISION OF RECOMM DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL 1 " =20' LOCATION: NORTHEASTERLY CORNER OF DATE: RAILROAD BRIDGE ABUTMENT AT INT. BY: OF AT &SF RR & ENCINITAS BLVD. VERTICAL NONE R.C.E. NO. 58007 LEROY MA K 4. HENNING EXP. /30/10 DATE: ELEVATION: 77.489 FEET DATUM: S.D.000NTY T APPROVALS APPR BY: /7,i/1&l � PETER COTA— ROBLES, DATE: /1/T e) 55.0' CL AA, SCALE: 1" = 20' SAWCUT LINE PROP. 5' WIDE S/W 2.0't PER RSD. G -7 AND G -9 MEET EXIS:RNG USED),r „r.�T EXIST. AC PAVEMENT PROP. PAVEMENT SECTION PER �� PER P. 6” TYPE 'G' CURB & GUTTER CITY OF ENCINITAS PUBLIC ROAD STANDARDS 4" AC (TYPE III C2 PG 64 -10)/ 4" THICK CLASS II AGGREGATE BASE 6" CLASS II AGGREGATE BASE/ BENEATH CURB & GUTTER 24 " -95% SCARIFIED AND RECOMPACTED COMPACTED SUBGRADE 24 " -95% SCARIFIED AND RECOMPACTED COMPACTED SUBGRADE TYPICAL VULCAN AVENUE STREET SECTION: NO SCALE CURB DATA NO. BM OR DELTA RADIUB I U34arH DEBCRPTION Q1 N 05'58'48" W 10.40' 6" TYPE 'G' CURB & GUTTER ❑2 N 05'58'48" W 164.92' 6" TYPE 'G' CURB & GUTTER ❑3 N 07'00'48" W 56.35' AC BERM CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. STREET IMPROVEMENT PLANS FOR: 7729 -1 VULCAN AVENUE C_5B WORK PROJECT NO. I SHEET 11 OF 28 'ILT MW 0 M O O Z O 3 ° vl 0 00 0 0 0 O Z M 0 '3 I McNEIL AVE EASTFSTREET - ------- - -- - VULCAN AVENUE G 8 STALLS 0 8.5' SPACING 8 STALLS 0 8.5' SPACING SEE STRIPING DETAIL 'A' THIS SHEET SEE STRIPING DETAIL 'A' THIS SHEET 25 -C A, SK 25 4 77= 26 0 &3 En -1 9' 9 —5' 91 8.5' 9' il 1 NO G 8.5, (TYP) I - Ill (TYP) SEE STRIPING 'A' 2 TRIP—,] 2 SEE STRIPING DETAIL V CD 23 3 23 27 DETAIL 27 SEE STRIPING DETAIL 'A' THIS SHEET CAUTION SEE I STRIPING 27 w z SEE STRIPING 8.5' DETAIL V EXIST. 12" H.P. GAS LINE DETAIL 'B' 2 THE GAS COMPANY (714)643-3198 8 5' SEE STRIPING DETAIL 'B' SEE STRIPING 2 DETAIL V co 27 -tlLl c� 8.5' 18.5' 1 pot m (TYP) cc 8 STALLS 0 8.5' SPACING SEE STRIPING DETAIL 'B' THIS SHEET 11 STALLS 0 8.5' SPACING F-1 SEE STRIPING DETAIL V THIS SHEET 10 STALLS, =0.5' SPACING SEE STRIPING DETAIL V THIS SHEET 10 STALLS @ 8.5' SPACING SEE STRIPING DETAIL 'B' THIS SHEET F1_u�7 o I OF FUTURE TRACK _7 c L o4 0 o__ 0 0 C) 0 0 c) -00 o 0 0 0 TRACI�-) Q-; j 0 o c� 0 0 o n C-),r, n, 0 c) , --� 0 n I n ni 0 1 P 0,--QLL4 0 �4 u n - ----- 0� 777 "o e 'LL t. 4n C7 0 -_-I, l?_Q 0 �L �j C) j 0 0" 0 0, o 00 0 0 0 %,J r) 0 \0 0 o 0 0 c �J 0 0� 0'�l - - -10 u -�- , 0 �_l o -) 00 o 0 ("D cl, _\4 1 L7 1 0, J, .-) 0 P, 0 0 A- - - - - - - - ----- 7-- VULCAN AVENUE UTILITY NOTE: CURB FACE CURB FACE-,, LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN 2' 31 APPROXIMATED USING DATA FROM IMPROVEMENT PLANS AND TOPOGRAPHIC SOURCES. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE 10 STALLS 0 8.5' SPACING CONTRACTOR PRIOR TO CONSTRUCTION. I SEE STRIPING DETAIL 'A' THIS SHEET THE EXISTING SDG&E 12" H.P. GAS LINE IS TO REMAIN IN PLACE. 1.5' GUTTER--\ THE CONTRACTOR SHALL USE DUE CAUTION AND CARE IN THE PROTECTION OF THE PIPELINE DURING CONSTRUCTION. Lo Lo c6 I o6 CONSTRUCTION NOTES: f 4" WIDE WHITE PAINTED LINES V, 4" WIDE WHITE PAINTED LINES > 0 C) @ INSTALL DIRECTION ARROW SIGN PER CALTRANS STD. DWG. R60B (SEE BELOW) DISABLED PARKING PAVEMENT SYMBOL PER STD. DWG. M-29 FF__7 T 15' 15' 1 m Q 8.5' 27 (TYP) N"-SEE DISABLED PARKING SIGNS PER STD. DWG. M-28A, M-28B STRIPING DETAIL 'B' DISABLED PARKING SIGN PER STD. DWG. M-28A STRIPING DETAIL 'B': STRIPING DETAIL 'C': CAUTION STRIPING PER STD. DWG. M-27A NO PARKING -FIRE LANE" RED CURBS PER E.F.D. STANDARDS. NO SCALE NO SCALE z ,-SEE STRIPING 2 1 8.5' DETAIL V EXIST. 12" H.P. GAS LINE THE GAS COMPANY (714)643-31981 ll� INSTALL 6' LONG P.C.C. WHEEL STOP (SEE STRIPING DETAIL W), 6- TALL AND -i 1: CED (TYP) ANCHORED WITH TWO 12- #3 REBARS. CURB FACE-, 10 STALLS @ 8.5 SPACING (NOT u SEE STRIPING DETAIL V T` HIS SHEET 0 0 0 0 0 C) \D0 0 0 0 0` 0 0 r 0 0 c 0 r , Q 20 0 20 40 60 0 r� , :, 0 11 11 C�) - 0 1 I- I i_) _ a� � ') I 1 1 I 1 1 WHEEL STOP �, 0� ` 1-1) ? lj�, I 77', �-, 0 �n 0 0 c 0 0 SCALE 1" 20' 0 4" WIDE WHITE PAINTED LINES 3 HALE ENGINEERING DIRECTION AR OW SIGN CALTR ANS TD. G. R60B ESSI 15 9 18' - - - - - - - - - - 0 0 w 7 0 ac Ex CIVIL ENGINEERING SURVEYING LAND PLANNING Sl 4 DET IL Xq STRIPING DETAIL W: 7840 CONVOY COURT (858) 715-1420 SAN DIEGO, CA 92111 (858) 715-1424 FAX / NO SCALE NO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. MH MM MH -A 7r///7 Aka� ca�A"r, A•6 BENCHMARK: OC-0140 DESCRIPTION: BRASS DISC STAMPED OC-140 LOCATION: NORTHEASTERLY CORNER OF RAILROAD BRIDGE ABUTMENT AT INT. OF AT&SF RR & ENCINITAS BLVD. HORIZONTAL 1"=20' VERTICAL NONE PLANS PREPARED UNDER SUPERVISION 'IMAOK OF DATE: //tcho R.C.E. No, 58007 RECOIVIIVIEWED APPROVED BY: BY LEROYBODAS/RCE 22312 PETER COTA-ROBLES, RCE 52176 SIGNING & STRIPING PLANS FOR: NCTD PARKING LOT 7729-1 C-6 _izm ELEVATION: 77.489 FEET DATUM: S.D.COUNTY L. HENNING EXP. 6/30/10 D 4�Z�149 ATE: DATE: WORK PROJECT NO. SHEET 12 OF 28 ° vl 0 00 0 0 0 O Z M 0 '3 I i W W cr A CONSTRUCTION NOTES: LEGEND: [L 29 REMOVE CONFLICTING EXISTING STRIPING BY SAND BLASTING. INSTALL THERMOPLASTIC TYPE VI PAVEMENT ARROW LEGEND INSTALL W75 SIGN. "LANE ENDS MERGE LEFT" PER CALTRANS STANDARD PLAN A24A. (THERMOPLASTIC) (n 30 Q 31 INSTALL W11 & R63 SIGNS. (MERGE) & "DO NOT PASS" W INSTALL 4" DASHED WHITE THERMOPLASTIC STRIPE PER 32 CALTRANS STANDARD PLAN A20A, DETAIL 9 w 33 INSTALL 4" DOUBLE YELLOW THERMOPLASTIC STRIPE PER > CALTRANS STANDARD PLAN A20A, DETAIL 22 m - ---- - - - - -- - -- - -- - ~- -___. __,.._ - - m --- - - -- REPAINT EXISTING 4" DOUBLE YELLOW THERMOPLASTIC EXIST. EDGE OF PAVEMENT EXIST. EDGE OF PAVEMENT 34 STRIPE PER CALTRANS STANDARD PLAN A20A, DETAIL 22 Q _ _ VULCAN _ AVENUE INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER W 35 CALTRANS STANDARD PLAN A24D w OINSTALL THERMOPLASTIC CROSSWALK AND LIMIT LINE PER _ - 36 CALTRANS STANDARD PLAN A24E W EXIST. DIRECTION ARROW 34 Z SIGN TO BE REMOVED CAUTION J x TE! E PROPOSED CURB AND GUTTER-,\ EXIST. 12" H.P. GAS LINE EXIST. BUS STOP SIGN THE GAS COMPANY (714)643-31981 TO BE REMAIN ° °/ Q PROPERTY �I I ma T f JT SIGN TO REMAIN G EXIST. RAIL ROAD --- Y'"_"" � � iii I , V i j i E HALE ENGINEERING 20 0 20 40 60 CIVIL ENGINEERING SURVEYING LAND PLANNING qPf OF CRV\s 4 !:�, 00 7840 CONVOY COURT (858) 715 -1420 SCALE 1" = 20' SAN DEW, CA 92111 (858) 715 -1424 FAX I o DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT MH MM MH APPROVALS CITY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N . It Z BENCHMARK: OC -0140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D APPR VED SIGNING &STRIPING PLANS FOR: DESCRIPTION: BRASS DISC STAMPED OC -140 7729 —I o HORIZONTAL 1 " =20' DATE: 1� VULCAN AVENUE C -7 LOCATION: NORTHEASTERLY CORNER OF RAILROAD BRIDGE ABUTMENT AT INT. - 58007 6Y. LEROY ODAS, RCE 22312 BY. PETER COTA- ROBLES, RCE 52176 Z OF AT &SF RR & ENCINITAS BLVD. VERTICAL NONE R.C.E. N0. AND E STREET M K HENNII EXP. 6/30/10 DATE: �S /D DATE: //� d WORK PROJECT NO. SHEET 13 OF 28 0 ELEVATION: 77.489 FEET DATUM: S.D.000NTY I LT a � CA CATV - IRRIGATION CONTROLLERS: 1. CONTROLLER SHALL BE PEDESTAL - MOUNTED UNIT INSIDE A STAINLESS STEEL ENCLOSURE. 20A, 115VAC POWER REQUIREMENT PROVIDED BY ELECTRICAL CONTRACTOR FINAL LOCATION OF CONTROLLER, ELECTRICAL POC, AND APPURTENANCES SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. REFER TO CIVIL DRAWINGS FOR EXACT LOCATION OF ELECTRICAL POINT OF CONNECTION. CONTROLLER IIAI' 24 AVAILABLE fSiTATIONS 19 STATIONS USED ' N w �, ut to 35 -lu CATV CATV1' it- I' 1 II IRRIGATION P.O.C.: 2. 11' POTABLE WATER METER (MAXIMUM FLOW SAFE FLOW = 31 GPM) PER CIVIL PLANS 111/2" EXISTING COPPER SERVICE LINE (MAXIMUM SAFE FLOW = 21 GPM 's 5 FEET PER SECOND) 11/2" BACKFLOW PREVENTER WITH PRESSURE REDUCING VALVE (SET AT &5 PSI) 111/2" MASTER VALVE (NORMALLY CLOSED) 111 FLOW SENSOR STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM FLOW 95 PSI 692 PSI 21 GPM POTABLE WATER METER TO BE SET BY THE SAN DIEGUITO WATER DISTRICT. VERIFY SIZE, LOCATION AND PRESSURE IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION. SEE CIVIL ENGINEER'S DRAWING FOR EXACT METER LOCATION. IRRIGATION CONTROLLERS: 3. SEE SHEETS LI -3 THROUGH LI -6 FOR IRRIGATION LEGEND, NOTES, DETAILS AND ADDITIONAL INFORMATION. 4. IRRIGATION MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. INSTALL ALL IRRIGATION MAINLINE AND EQUIPMENT INSIDE PLANTING AREAS. 5. PULL (2) SPARE RED CONTROL WIRES AND THE COMMON WIRE FROM CONTROLLER TO ALL MAINLINE END RUNS, LOOP IN ALL REMOTE CONTROL VALVE BOXES ALONG MAINLINE RUN. MAKE WIRE ENDS WATERPROOF, TAPE AND LABEL AS '(SPARE A, B, C, OR D WIRES ", AND PLACE 10" COIL INSIDE VALVE BOX, TYPICAL AT ALL MAIN LINE END RUNS. 6. PLACEMENT OF ALL CONTROLLERS AND BACKFLOWS TO BE VERIFIED BY A CITY OF ENCINITAS PARKS DEPT. REPRESENTATIVE PRIOR TO INSTALLATION. 1. PROVIDE (2) 4" SLEEVES AT ALL MAINLINE CROSSINGS UNDER PAVING. SLEEVE SIZE 2X PIPE DIAMETER. 8. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEMS ADJACENT TO THE CONSTRUCTION SITE TO THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL CUT AND CAP ANY EXISTING IRRIGATION SYSTEMS ENTERING THE WORK AREA AND MAKE THE NECCE55ARY MODIFICATIONS/ REPAIRS TO PROVIDE COMPLETE WATER COVERAGE TO EXISTING PLANT MATERIAL. 9. AT NO TIME SHALL IRRIGATION SERVICE TO EXISTING PLANTING OUTSIDE OF LIMIT OF WORK BE INTERRUPTED. ALLOW ONLY TEMPORARY INTERRUPTION AS REQUIRED FOR MODIFICATIONS/ REPAIRS TO AFFECTED IRRIGATION SYSTEMS. 10. COORDINATE ALL WORK WITH LANDSCAPE MAINTENANCE PERSONNEL PRIOR TO BEGINNING DEMOLITION WORK 11. CONTRACTOR TO INSTALL VALVES IN SHRUB AREAS ONLY. VERIFY LOCATIONS IN THE FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK REMOTE CONTROL VALVE C4LLOUT: STATION SEQUENCE Al 12 APPROX. GPM VALVE SIZE l° KEY MAP NO SCALE A OALIIORMIA CORPORATION SHEET - I - I SHEET LI -2 MW PELTZ + ASSOCIATES LANDSCAPE ARCHITECTURE ...... OLANA BEACH, CALIFORNIA i k 858.481.0888 / RLA 2010 Q - SAN DIEGUITO WATER DISTRICT HALE ENGINEERING CIVIL ENGINEERING SURVEYING LAND PLANNING NORTH 0 10 20 40 60 7840 CONVOY COURT (858) 715 -1420 REVIEWED BY DATE: SCALE. II' -20' - SAN'DHO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. • BENCHMARK: OC -0140 PANS REP RED UNDER SUPERVJSIQN F RECOMMEND APPR VED IRRIGATION PLAN FOR: 7729 -1 DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL l (/ BY. ,d� NCTD PARKING LOT LI -1 LOCATION: NORTHEASTERLY CORNER OF DATE: RAILROAD BRIDGE ABUTMENT AT INT. `�;`» 2010 BY: OF AT&SF RR & ENCINITAS BLVD. VERTICAL R.L.A. N0, LEROY DAS RCE 22312 PETER COTA ROBLES, RCE 52176 A.P.N. 258 - 190 -27 CHAEL W. PEL ELEVATION: 77.489 FEET DATUM: S.D.000NTY EXP. 8/31/11 DATE: ,S" /U DATE: / D WORK PROJECT NO. SHEET 14 OF 28 AS-BUILT 0 OD 0 O M O O Z m 0 -I^� —\ r1 T1��rI -- \f��------------- NOS - - - - -- 12092 T J\ %lr1r CATV CATV1' it- I' 1 II IRRIGATION P.O.C.: 2. 11' POTABLE WATER METER (MAXIMUM FLOW SAFE FLOW = 31 GPM) PER CIVIL PLANS 111/2" EXISTING COPPER SERVICE LINE (MAXIMUM SAFE FLOW = 21 GPM 's 5 FEET PER SECOND) 11/2" BACKFLOW PREVENTER WITH PRESSURE REDUCING VALVE (SET AT &5 PSI) 111/2" MASTER VALVE (NORMALLY CLOSED) 111 FLOW SENSOR STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM FLOW 95 PSI 692 PSI 21 GPM POTABLE WATER METER TO BE SET BY THE SAN DIEGUITO WATER DISTRICT. VERIFY SIZE, LOCATION AND PRESSURE IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION. SEE CIVIL ENGINEER'S DRAWING FOR EXACT METER LOCATION. IRRIGATION CONTROLLERS: 3. SEE SHEETS LI -3 THROUGH LI -6 FOR IRRIGATION LEGEND, NOTES, DETAILS AND ADDITIONAL INFORMATION. 4. IRRIGATION MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. INSTALL ALL IRRIGATION MAINLINE AND EQUIPMENT INSIDE PLANTING AREAS. 5. PULL (2) SPARE RED CONTROL WIRES AND THE COMMON WIRE FROM CONTROLLER TO ALL MAINLINE END RUNS, LOOP IN ALL REMOTE CONTROL VALVE BOXES ALONG MAINLINE RUN. MAKE WIRE ENDS WATERPROOF, TAPE AND LABEL AS '(SPARE A, B, C, OR D WIRES ", AND PLACE 10" COIL INSIDE VALVE BOX, TYPICAL AT ALL MAIN LINE END RUNS. 6. PLACEMENT OF ALL CONTROLLERS AND BACKFLOWS TO BE VERIFIED BY A CITY OF ENCINITAS PARKS DEPT. REPRESENTATIVE PRIOR TO INSTALLATION. 1. PROVIDE (2) 4" SLEEVES AT ALL MAINLINE CROSSINGS UNDER PAVING. SLEEVE SIZE 2X PIPE DIAMETER. 8. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEMS ADJACENT TO THE CONSTRUCTION SITE TO THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL CUT AND CAP ANY EXISTING IRRIGATION SYSTEMS ENTERING THE WORK AREA AND MAKE THE NECCE55ARY MODIFICATIONS/ REPAIRS TO PROVIDE COMPLETE WATER COVERAGE TO EXISTING PLANT MATERIAL. 9. AT NO TIME SHALL IRRIGATION SERVICE TO EXISTING PLANTING OUTSIDE OF LIMIT OF WORK BE INTERRUPTED. ALLOW ONLY TEMPORARY INTERRUPTION AS REQUIRED FOR MODIFICATIONS/ REPAIRS TO AFFECTED IRRIGATION SYSTEMS. 10. COORDINATE ALL WORK WITH LANDSCAPE MAINTENANCE PERSONNEL PRIOR TO BEGINNING DEMOLITION WORK 11. CONTRACTOR TO INSTALL VALVES IN SHRUB AREAS ONLY. VERIFY LOCATIONS IN THE FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK REMOTE CONTROL VALVE C4LLOUT: STATION SEQUENCE Al 12 APPROX. GPM VALVE SIZE l° KEY MAP NO SCALE A OALIIORMIA CORPORATION SHEET - I - I SHEET LI -2 MW PELTZ + ASSOCIATES LANDSCAPE ARCHITECTURE ...... OLANA BEACH, CALIFORNIA i k 858.481.0888 / RLA 2010 Q - SAN DIEGUITO WATER DISTRICT HALE ENGINEERING CIVIL ENGINEERING SURVEYING LAND PLANNING NORTH 0 10 20 40 60 7840 CONVOY COURT (858) 715 -1420 REVIEWED BY DATE: SCALE. II' -20' - SAN'DHO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. • BENCHMARK: OC -0140 PANS REP RED UNDER SUPERVJSIQN F RECOMMEND APPR VED IRRIGATION PLAN FOR: 7729 -1 DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL l (/ BY. ,d� NCTD PARKING LOT LI -1 LOCATION: NORTHEASTERLY CORNER OF DATE: RAILROAD BRIDGE ABUTMENT AT INT. `�;`» 2010 BY: OF AT&SF RR & ENCINITAS BLVD. VERTICAL R.L.A. N0, LEROY DAS RCE 22312 PETER COTA ROBLES, RCE 52176 A.P.N. 258 - 190 -27 CHAEL W. PEL ELEVATION: 77.489 FEET DATUM: S.D.000NTY EXP. 8/31/11 DATE: ,S" /U DATE: / D WORK PROJECT NO. SHEET 14 OF 28 AS-BUILT 0 OD 0 O M O O Z m 0 I- w w N w N wl z U �1 i' I 1 SIGNAL LIGHT ut��On"On� O yO��Sa�O "Ony0nOO OC)JO� 00 0 c�yOn0O 00v 0 4� �i CATV CATV CATV CATV CATV CATV CATV IREE <= <= _ POC #/RCV # A 15 1 \J1 r\ P NO, -12092 ' f G O C) - r� 0 IRRIGATION CONTROLLERS: I. SEE SHEETS LI -3 THROUGH LI -Io FOR IRRIGATION LEGEND, NOTES, DETAILS AND ADDITIONAL INFORMATION. 2. IRRIGATION MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. INSTALL ALL IRRIGATION MAINLINE AND EQUIPMENT INSIDE PLANTING AREAS. 3. PULL (2) SPARE RED CONTROL WIRES AND THE COMMON WIRE FROM CONTROLLER TO ALL MAINLINE END RUNS, LOOP IN ALL REMOTE CONTROL VALVE BOXES ALONG MAINLINE RUN. MAKE WIRE ENDS WATERPROOF, TAPE AND LABEL AS "SPARE A, B, C, OR D WIRES ", AND PLACE 10" COIL INSIDE VALVE BOX, TYPICAL AT ALL MAIN LINE END RUNS. 4. PLACEMENT OF ALL CONTROLLERS AND BACKFLOWS TO BE VERIFIED BY A CITY OF ENCINITAS PARKS DEPT. REPRESENTATIVE PRIOR TO INSTALLATION. 5. PROVIDE (2) 4" SLEEVES AT ALL MAINLINE CROSSINGS UNDER PAVING. SLEEVE SIZE 2X PIPE DIAMETER. 6. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEMS ADJACENT TO THE CONSTRUCTION SITE TO THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL CUT AND CAP ANY EXISTING IRRIGATION SYSTEMS ENTERING THE WORK AREA AND MAKE THE NECCESSARY MODIFICATIONS/ REPAIRS TO PROVIDE COMPLETE WATER COVERAGE TO EXISTING PLANT MATERIAL. Z. AT NO TIME SHALL IRRIGATION SERVICE TO EXISTING PLANTING OUTSIDE OF LIMIT OF WORK BE INTERRUPTED. ALLOW ONLY TEMPORARY INTERRUPTION AS REQUIRED FOR MODIFICATIONS/ REPAIRS TO AFFECTED IRRIGATION SYSTEMS. 8. COORDINATE ALL WORK WITH LANDSCAPE MAINTENANCE PERSONNEL PRIOR TO BEGINNING DEMOLITION WORK 9. CONTRACTOR TO INSTALL VALVES IN SHRUB AREAS ONLY. VERIFY LOCATIONS IN THE FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK PRESSURE LOSS CALCULATION: PROJECT Encintas Parking Lot "B" POC #/RCV # A 15 - POC WATER TYPE POTABLE WATER RCVDEMAND 27 GPM HYDRAULIC GRADE LINE FEET METER ELEVATION I 93.5 FEET PRESSURE AVAILABLE AT POC 95 PSI (B) EQUIPMENT LOSSES # GPM SIZE LNGTH /QTY.1 PSI LOSS (1) SERVICE LINE 27.00 1 -1/2" 35.00 IT 1.12 PSI (2) METER 27.00 1" 4.30 PSI (3) PRESSURE REGULATOR 27.00 1 -1/2" 4.00 PSI 4 BACKFLOW DEVICE 27.00 1 -1/2" 13.00 PSI (5) FLOW SENSOR 27.00 V. 0.50 PSI (6) MASTER CONTROL VALVE 27.00 1 -1/2" 0.84 PSI (7) MAINLINE (314 " -1112" Sch. 40) 27.00 NIA 0.00 0.00 0.00 PSI (8) MAINLINE (2 "- 3" CLASS 315) 27.00 2" 440.00 0.56 2.46 PSI (9) ISOLATION VALVES VAR = LINE 3 0.70 2.10 PSI (10) RCV SINGLE STATION 27.00 1 -112" 1 3.72 1 PSI 11 Sch. 40 LATERALS 10% OF PSI REQ'D) VAR 3.00 ! 3.00 PSI. (12) SUBTOTAL 35.05 PSI (13)+ 10% FOR FITTINGS 3.60 PSI TOTAL EQUIPMENT LOSSES 38.55 PSI (C) ELEVATION GAINS /LOSSES 1 1 (1) ELEV. HEAD GAIN FROM SPRINKLR 0 FEET= 0.00 PSI (2) ELEV. HEAD LOSS FROM SPRINKLR 1.5 FEET= 0.65 PSI TOTAL ELEVATION GAIN / LOSS i 0.65 PSI I i (D) CALCULATIONS 1 TOTAL LOSSES 39.20 PSI (2)SPRINKLER OPERATING PRESSURE 30.00 PSI (3) PRESSURE REQUIREMENT (D1 +132) 69.20 PSI (4) EXIST. STATIC PRESSURE (P.O.C.) 95.00 PSI (5 ) RESIDUAL PRESSURE 37.28% 1 25.80 PSI (E) PUMP REQUIREMENT (IF NEEDED) (1).TOTAI_PUMP OUTPUT.(IF.REQ'D.). NIA PSI 2 SURPLUS MIN. 10 %/ 10 PSI REQ'D E7 -133 ! 0.00°/6 N/A PSI (F) PSI REGULATOR SETTINGS 1 POC PSI REGULATOR SETTING Surplus =!. 15.80: PSI OR 22.83% 85 PSI (2) RCV PSI REGULATOR SETTING i I 1 1 40.22 1 PSI KEY MAP NO SCALE SHEET LI -1 SI -IEET LI -2 A OALIRONNIA OONPONATION MW PELTZ + ASSOCIATES - LANDSCAPE ARCHITECTURE ,%., - SOLANA BEACH, CALIFORNIA` (1 858.481.0888 / RLA 2010 " -_ C SAN DIEGUITO WATER DISTRICT HALE ENGINEERING CIVIL ENGINEERING SURVEYING LAND PLANNING 60 1 NJ 7840 CONVOY COURT (858) 715 -1420 REVIEWED BY DATE: NORTH 0 10 20 40 SCALE: 1 " =20' SAN DIEGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK: OC -0140 AANSR RED UNDER SUPERVISI N OF RECOMMEND APPROVED IRRIGATION PLAN FOR: L4 J 7729 -I STAMPED -140 HORIZONTAL CORNER OF DATE. V ` O RAILROAD BRIDGE ABUTMENT AT INT. 2010 BY: BY: NCTD PARKING LOT LI -2 OF AT&SF RR & ENCINITAS BLVD. VERTICAL R.L.A. N0. LEROY YODA, RCE 22312 PETER COTA ROBLES, RCE 52176 A.P.N. 258 - 190 -27 ELEVATION: 77.489 FEET DATUM: S.D.000NTY MICHAEL W. PELTZ EXP. 8/31/11 DATE: s/O DATE: �IIO WORK PROJECT NO, SHEET 15 OF 28 i 0 00 0 0 M O O Z 0 IRRIGATION MAINLINE EQUIFMENT LEGEND SYMBOL DESCRIPTION MANUFACTURER / MODEL " REMARKS DETAILS M POTABLE WATER METER -- TO BE INSTALLED BY THE SAN DIEGUITO WATER DISTRICT. APPROXIMATE LOCATION, FIELD EXACT LOCATION A /LI -4 © CONTROLLER "A" (CALSENSE ET 2000e IN STAINLESS STEEL, NEMA 4X ENCLOSURE) CALSENSE MET 2000e- 24 -R -RRe -S5E -R COORDINATE FINAL LOCATION WITH CITY'S AUTHORIZED REPRESENTATIVE. CONTACT ERIN HAGEN, SPECIFICATIONS SALES REPRESENTATIVE, FOR CONTROLLER SPECIFICS (600) 512 -8608 5 /LI -5 C /1-I -5 NO SYM, RADIO REMOTE RECEIVER CALSENSE RRe -TRAN PROVIDE AS TURN OVER ITEM 180 NO SYM. CONCRETE BASE FOR CONTROLLER PEDESTAL CONTRACTOR FABRICATED PROVIDE CONCRETE PAD AS REQ'D. COORDINATE FINAL LOCATION W/ OWNER'S REPRESENTATIVE. 5/1-I -4 120 VOLT ELECTRICAL POWER (ONE PER CONTROLLER) -- PROVIDED BY ELECTRICIAN. VERIFY ACTUAL LOCATION IN FIELD C /1-I -4 ® RAIN TIPPING BUCKET CALSENSE R5-1 COORDINATE EXACT LOCATION WITH CITY'S AUTHORIZED REPRESENTATIVE AND CALSENSE FIELD TECHNICIAN C /LI -5 0 FLOW SENSOR - 1" CALSENSE FM -15 INSTALL PER MANUFACTURER'S RECOMMENDATION. INCLUDED AS PART OF CONTROLLER ASSEMBLY PART NUMBER D /LI -4 FS FLOW SENSOR CABLE IN CONDUIT PAIGE P -1162D INSTALL IN CONDUIT, PER MANUFACTURER'S RECOMMENDATION D /LI -4 8 BACKFLOW PREVENTER WITH PRESSURE REGULATOR WILKINS 1315XL -11/2" WILKINS 500HR -111/2" (FACTORY SET TO 85 PSI) PROVIDE CONCRETE PAD AS REQ'D. COORDINATE FINAL LOCATION W/ OWNER'S REPRESENTATIVE. E /LI -4 NO SYM. BACKFLOW PREVENTER ENCLOSURE V.I.T. STRONGBOX 95 -4599 PROVIDE CONCRETE PAD PER DETAIL F /LI -4 NO SYM. CONCRETE BASE FOR BACKFLOW PREVENTER -- PROVIDE CONCRETE PAD AS REQ'D. COORDINATE FINAL LOCATION W/ OWNER'S REPRESENTATIVE. E /LI -4 NO SYM. PRESSURE REGULATOR WILKINS 500 SERIES PRESSURE SETTING AND SIZE AS NOTED PER THE PLAN E /LI -4 E V MASTER VALVE RAIN BIRD 150 -G5 (NORMALLY CLOSED) APPROXIMATE LOCATION, SEE PLAN FOR SIZE A/LI -5 N 3.1 BRONZE VALVE (MAINLINE ISOLATION) WATTS F5V -3 LINE SIZE FOR MAINLINE ISOLATION D /LI -5 ® BALL VALVE (VALVE ISOLATION) WATTS F15V -3 LINE SIZE FOR VALVE ISOLATION 0/1-I -5 F /LI -5 ❑ REMOTE CONTROL VALVE RAIN BIRD XXX -GB (SEE PLAN FOR SIZE) APPROXIMATE LOCATION, SEE PLAN FOR SIZE. FOR EXISTING VALVES, SELECT APPROPRIATE SIZE PER MANUFACTURER'S RECOMMENDATION BASED ON FLOW 5/1-I -5 F /LI -5 12' QUICK COUPLER VALVE RAIN BIRD 44LRC VERIFY ACTUAL LOCATION IN FIELD E /LI -4 F/L I -4 - - - PVC PRESSURE PIPE (MAINLINE) PW PIPE OR EQUAL PVC CLASS 315 FOR 2" AND LARGER PVC SCH 40 FOR 1 -1/2" AND SMALLER C /LI -6 PVC NON - PRESSURE PIPE (LATERAL) PW PIPE OR EQUAL PVC SCH 40 C /LI -6 Q M PRESSURE PIPE SLEEVE PW PIPE OR EQUAL PVC SCH. 80,2X DIA OF SLEEVED PIPE MIN. 151LI -6 NON - PRESSURE PIPE SLEEVE PW PIPE OR EQUAL PVC SCH. 80, 2X DIA OF SLEEVED PIPE MIN. B /LI -6 .26 VAR WIRE CONDUIT PW PIPE OR EQUAL PVC SCH. 60,2X SIZE OF WIRE BUNDLE 5,C /LI -6 NO SYM. WIRE CONNECTOR SPEARS DRI- SPLICE FOR ALL WIRE SPLICES BELOW GRADE G /LI -6 ® WIRE SPLICE PULL BOX -- PULL BOXES FOR WIRE SPLICES SHALL BE LOCATED APPROXIMATELY 500' O.C. AND AT THE ENDS OF ALL SLEEVES UNDER PAVING. PULL BOXES SHALL BE 10" ROUND WITH LOCKING LID E /LI -6 © SPARE WIRE PULL BOX -- END PULL BOXES FOR WIRE SPLICES SHALL BE LOCATED AT THE END OF ALL MAINLINE RUNS AND HEAT BRANDED WITH "EPB ". PULL BOXES SHALL BE 10" ROUND WITH LOCKING LID H /LI -6 NO SYM. IRRIGATION CONTROL WIRE IN CONDUIT DIRECT BURIAL, 14 GAUGE ro00V, TYPE UF, UL APPROVED. ALL CONTROL WIRE SHALL BE INSTALLED WITHIN A CONDUIT A /LI -5 5/1-I -5 E SWING CHECK VALVE HAMMOND 151340 LINE SIZE BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLER HEADS G /LI -6 od NO SYM. VALVE I.D. TAG CHRISTY INSTALL INSIDE OF ALL VALVE BOXES A,5 /LI -5 NO SYM.1 VALVE BOX CARSON - BROOKS SEE SPECIFICATIONS FOR SIZES A,5/LI -5 IRRIGATION SFRA4 �41HAD LEGEND SYMBOL SPRAY HEAD DESCRIPTION MANUFACTURER / MODEL " RADIUS PSI GALLONS PER MINUTE DETAILS EST SST 360 160 120 90 VAN EST SST 360 180 120 90 VAN ® 12" SHRUB POP -UP SPRAY HEAD RAIN BIRD 1812 - SAM -PRS W/ 15 EST NOZZLE 4 PCS -030 4'x12' 30 0.3 D /LI -6 ® 12" SHRUB POP -UP SPRAY HEAD RAIN BIRD 1812- SAM -PRS W/ 15 SST NOZZLE 4 PCS -040 1'x12' 30 0.4 D /LI -6 ®_ 1] E 12" SHRUB POP -UP SPRAY HEAD RAIN BIRD 1812 - SAM -PRS W/15 SERIES NOZZLE 15' 30 3.1 1.85 1.23 .92 VA D /LI -6 ® ❑ ❑ ❑ _ M 12" SHRUB POP -UP SPRAY HEAD RAIN BIRD 1812 - SAM -PRS W/ 12 SERIES NOZZLE 12' 30 2.6 1.3 .81 .65 A D /LI -6 ® ❑ 8 Q M 12" SHRUB POP -UP SPRAY HEAD RAIN BIRD 1812 - SAM -PRS W/ 10 SERIES NOZZLE 10' 30 1.95 .91 .35 .26 VAR D /LI -6 ® El I ® I N ® 12" SHRUB POP -UP SPRAY HEAD RAIN BIRD 1612- SAM -PRS W/ 8 SERIES NOZZLE 8' 301 1 1.58 .19 1.53 .313 VAR D /LI -6 E E ® 12" SHRUB POP -UP SPRAY HEAD RAIN BIRD 1812 - SAM -PR9 W/ 5 SERIES NOZZLE 5' .41 .20 .13 .10 D /LI -6 v m 12" SHRUB POP -UP SPRAY HEAD RAIN BIRD 1812 - SAM -PRS W/ 4 -VAN SERIES NOZZLE 4' 30 .45 29 D /LI -6 • 6" SHRUB POP -UP BUBBLER RAIN BIRD 1806- SAM -PRS W/ 1401 NOZZLE -- 30 0.25 D /LI -6 MW PELTZ - ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 /2&- SAN DIEGUITO WATER DISTRICT DALE ENGINEERING CIVIL ENGINEERING SURVEYING LAND PLANNING 7840 CONVOY COURT (858) 715 -1420 REVIEWED BY DATE: SAN DIEGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT t BENCHMARK: OC -0140 DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL LOCATION: NORTHEASTERLY CORNER OF RAILROAD BRIDGE ABUTMENT AT INT. OF AT&SF RR & ENCINITAS BLVD. VERTICAL ELEVATION: 77.489 FEET DATUM: S.D.000NTY IRRIG)4TION NOTE5 I. THESE SYSTEMS ARE DESIGNED TO SUPPLY A MINIMUM OF 12. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN 30 PSI AT THE SPRINKLER HEAD WITH A MINIMUM OF 95 PSI ON PLANS AND IN ACCORDANCE WITH THE CRITERIA AND STATIC WATER PRESSURE AVAILABLE AT THE POINT OF STANDARDS OF THE LANDSCAPE DEVELOPMENT MANUAL CONNECTION. REFER TO CIVIL DWGS AND IRRIGATION PLANS AND OTHER APPLICABLE STANDARDS AS OF THE FOR LOCATION OF P.O.G. - FIELD VERIFY AS REQUIRED. APPROVED DATE OF THESE PLANS. 2. OBTAIN A STATIC WATER PRESSURE READING AT THE POINT OF CONNECTION PRIOR TO ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH INSTALLING IRRIGATION SYSTEM. IF THE WATER PRESSURE FOUND IS DIFFERENT THAN SHOWN ON PLANS, CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR FURTHER INSTRUCTIONS. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND COSTS ASSOCIATED WITH SAID REVISIONS. 3. VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND ABOVE GROUND OBSTACLES WITHIN THE WORK AREA PRIOR TO START OF CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN OBSTACLES AND THE PROPOSED WORK, CONTRACTOR SHALL PROMPTLY NOTIFY LANDSCAPE ARCHITECT TO ARRANGE FOR RELOCATIONS, IF REQUIRED, PRIOR TO START OF CONSTRUCTION. 4. INSTALL SHUT -OFF VALVES, QUICK COUPLING VALVES, AND REMOTE CONTROL VALVES ADJACENT TO PAVEMENT AND PEDESTRIAN PATHS WHERE OCCURRING (12" MAXIMUM FROM SUCH EDGES) IN PLANTING AREAS. 5. SYSTEMS SHALL BE INSTALLED AND ADJUSTED TO KEEP APPLIED WATER AND RUNOFF OFF OF ALL PAVING, WALKS AND OTHER NON - INTENDED AREAS AT ALL TIMES. THIS SHALL INCLUDE THE SELECTION OF THE BEST DEGREE ARC TO FIT THE SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL STEM AT EACH REMOTE CONTROL VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR THAT SYSTEM. 6. LOW HEAD DRAINAGE, WHERE OCCURS, SHALL BE STOPPED USE WITH THE OF SPRING CHECK VALVES. SPRING CHECK VALVES SHALL BE INSTALLED ON THE RISER ASSEMBLY OF THE SPRINKLER WHERE LOW HEAD DRAINAGE OCCURS. 1. ALL LATERAL LINE ENDS SHALL BE SIZED 3/4" UNLESS SHOWN OTHERWISE. 8. ALL IRRIGATION LINES UNDER PAVING AND THROUGH WALLS, FOOTINGS, ETC. SHALL BE SLEEVED WITH SCH 80 PVC PIPE. SLEEVE SHALL BE 2 TIMES THE DIAMETER OF THE PIPE TO BE SLEEVED, MINIMUM. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE INSTALLATION OF SLEEVING WITH OTHER TRADES. S. UPRIGHT GROWING SHRUBS SHALL BE PLANTED NO CLOSER THAN 3 FT. FROM SPRINKLER HEADS, FROM SPRINKLER HEAD TO OUTSIDE EDGE OF SHRUB FOLIAGE. 10. ALL SPRINKLER HEADS SHALL BE ADJUSTED AS REQUIRED, AS TO HEIGHT, COVERAGE PATTERN, OR SPRINKLER HEAD ORIENTATION, SO AS NOT TO ALLOW BLOCKAGE OF SPRAY PATTERN BY PLANT MATERIAL, OR MISALIGNED COVERAGE PATTERN THAT MAY CAUSE PLANT DECLINE OR DEMISE. 11. ALL PLANTINGS SHALL BE FULLY WATERED -IN UPON PLANTING. DO NOT RELY SOLELY UPON THE SPRINKLER SYSTEM. UTILIZE SUPPLEMENTAL HOSE WATERING AS REQUIRED, INITIALLY AND DURING THE PLANT ESTABLISHMENT PERIOD, TO ENSURE ALL PLANTINGS RECEIVE ADEQUATE WATER TO THE ENTIRE ROOT ZONE. 13. USE TWO WRAPS OF THREE - QUARTER INCH (3/4 ") TEFLON TAPE FOR ALL THREADED CONNECTIONS. 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS DESIGNATED ON THE PLANS. ADJUST THE ANGLE OF RISERS FOR SPRINKLER HEADS ON SLOPES FOR OPTIMUM COVERAGE AND MINIMUM OVERTHROW OF SPRINKLER HEADS. 15. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE O DIFFERENCES OR AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN KNOWN DURING THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. 16. MONITOR THE AUTOMATIC CONTROLLER SCHEDULING CAREFULLY DURING THE MAINTENANCE PERIOD AND ADJUST THE RUN TIMES ACCORDINGLY 90 THAT ALL AREAS RECEIVE ADEQUATE BUT NOT EXCESSIVE MOISTURE. SHORT SETS WITH REPEAT CYCLES ARE PREFERRED TO SINGLE LONG SETS OF RUN TIMES. ADJUST START TIMES TO ALLOW A MINIMUM OF ONE (1) HOUR BETWEEN REPEAT CYCLES. EXTEND DAYS BETWEEN WATERING AS FAR AS PRACTICAL FOR THE SEASON. CHANGE IRRIGATION RUN TIMES MONTHLY TO MATCH EVAPOTRANSPIRATION CONDITIONS. 11. PROVIDE TWO LAYERS OF DETECTABLE WARNING TAPE FOR ALL MAINLINE (PRESSURE PIPE) RUNS. 18, PROVIDE 18" (MIN.) COVER OVER ALL IRRIGATION CONTROL WIRES (IN CONDUIT) RUNNING SEPARATELY FROM MAINLINE. 19, THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 20. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING AORK. 21. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEMS ADJACENT TO THE CONSTRUCTION SITE TO THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL CUT AND CAP ANY EXISTING IRRIGATION SYSTEMS ENTERING THE WORK AREA AND MAKE THE NECESSARY MODIFICATIONS/ REPAIRS TO PROVIDE COMPLETE WATER COVERAGE TO EXISTING, ADJACENT PLANT MATERIAL. 22. ALL PVC MAINLINES SHALL BE SUBJECTED TO A PRESSURE TEST OF 140 PSI FOR A PERIOD OF 4 HOURS AND SHALL BE WATERTIGHT. ALL CONTROL VALVES, AND SHUT -OFF VALVES SHALL BE INSTALLED PRIOR TO TESTING. ALL TRENCHES SHALL BE OPEN AT TIME OF PRESSURE TEST. IRRIGATION CONTROL WIRING SHALL BE VISUALLY OBSERVED BY THE LANDSCAPE ARCHITECT. APPROVAL SHALL BE RECEIVED BEFORE 5ACKFILLING ANY TRENCH. DO NOT COVER ANY WIRES, LINES OR FITTINGS UNTIL THEY HAVE BEEN CHECKED AND APPROVED. IRRIGATION SRRAY AND ROTOR NOTES: A55RE V I AT IONS: 1. GPM SHOWN AT UNADJUSTED FULL FLOW 2. ADJUST SPRAY TO SUIT SITE CONDITIONS. 3. WHEN INSTALLING SPRINKLER PATTERNS USING NOZZLES THAT REQUIRE ARC PATTERNS OTHER THAN THE STANDARD ARC PATTERNS (360, 180, 120, 90, ETC.) THE CONTRACTOR SHALL USE VARIABLE ARC OR ADJUSTABLE ARC NOZZLES. RADIUS OF NOZZLES SELECTED SHALL MATCH SITE CONDITIONS. ADJ. = ADJUSTABLE ADV= ADJUSTABLE WITH CHECK VALVE FT. = FEET MIN.= MINIMUM P.O.G.= POINT OF CONNECTION FRS= IN -STEM PRESSURE REGULATION PSI = POUNDS PER SQUARE INCH RAD. = RADIUS SAM= SEAL- A -MATCC SCH= SCHEDULE 9R= SHORT RADIUS VAN= VARIABLE ARC NOZZLE 3roV= FULL CIRCLE WITH CHECK VALVE 0 \ m 0 DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPER IS14N OF RECOMMENDED APPROV IRRIGATION LEGEND AND NOTES FOR: 7729 -1 M b Iv )AA DATE: j�J NCTD PARKING LOT LI -3 ° BY: � `--"- BY: IF R.L.A. NO. 2010 LEROY 8 AS, CE 22312 PETER COTA ROBLES, RCE 52176 Z '' -_ �,,, A.P.N. 258 - 190 -27 HAEL W. ELTZ EXP. 8/31/11 DATE: / �,�ID DATE: WORK PROJECT NO. SHEET 16 OF 28 POINT OF CONNECTION TO CITY WATER MAIN POTABLE WATER METER/ BACKFLOW DEVICE MASTER Ol CALSENSE CONTROLLER PANEL CONTROL 7840 CONVOY COURT (858) 715 -1420 MOUNTED FLUSH ON FACE OF VALVE O2 ENCLOSURE AT A 25 DEGREE ° ANGLE FOR EASY ACCESS AND J O VIEWING 0 FLIP TOP IN OPEN CONDITION FLOW \ IRRIGATION ------------ METER WIRE / CONDUIT CONTROLLER DESIGNED BY ® GFI OUTLET AND SWITCH 0 0 Iilililll � u- © IIIilllll BALL ® III III I I I VALVE O 120 VAC JUNCTION BOX (INCLUDED WITH 000 CONTROL WIRES (IN a o ° o 0 10 CONDUIT) TO REMOTE TO IRRIGATION REMOTE CONTROL VALVES AS CONTROL VALVES REQUIRED IRRIGATION F.O.C. AND CONTROLLER DIAGRAM NO SCALE Ol SENSOR CABLE - EXTEND TO CONTROLLER O FOR FLOW SENSOR WHITE ® BLACK O FINISH GRADE © I" PVC SCH 40 CONDUIT FROM CONTROLLER FLOW 6EN60R NO SCALE MW PELTZ + ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 acc..TION (� SPLICE WIRE W/ WATERPROOF TYPE CONNECTIONS PROVIDED ® VALVE BOX O9 LENGTH OF RUN EQUALS 10 TIMES PIPE DIAMETER 10 FLOW SENSOR 11 LENGTH OF RUN EQUALS 5 TIMES PIPE DIAMETER 12 NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA SAN DIEGUITO WATER DISTRICT HALE ENGINEERING I. 14" Ol CALSENSE CONTROLLER PANEL ° 7840 CONVOY COURT (858) 715 -1420 MOUNTED FLUSH ON FACE OF 0 O2 ENCLOSURE AT A 25 DEGREE ° ANGLE FOR EASY ACCESS AND O VIEWING 0 FLIP TOP IN OPEN CONDITION DATE O3 MODEL SSE STAINLESS STEEL ENCLOSURE BENCHMARK SCALE MODEL SSE -R (WITH DOME ANTENNA) DESIGNED BY ® GFI OUTLET AND SWITCH _ 0 TP -1 TRANSIENT PROTECTION BOARD ° © 05 AWG GROUNDING WIRE CONNECTED TO ❑� ® GROUND LINE O 120 VAC JUNCTION BOX (INCLUDED WITH 000 ENCLOSURE) a o ° o 0 10 MOUNTING BOLTS ( INCLUDED WITH ° ° °° ° ° °o ° °° IRRIGATION DETAILS FOR: ENCLOSURE) ° °° °° 0 0 0 0 0 9 PVC SLEEVE FOR GROUND ROD c ° ° ° ° 5/8" x &" COPPER GROUNDING ROD ° ° 11 SCH 40 ELECTRICAL SWEEP ELL FOR 120 e 13 VAC POWER HORIZONTAL 12 SCH 40 ELECTRICAL SWEEP ELL FOR LOW BY: BY: NCTD PARKING LOT VOLTAGE CONTROL WIRE. ENTIRE LENGTH OF ° NOTES: WIRE TO BE INSTALLED IN CONDUIT 1. 13 26" x 24" x S" CONCRETE BASE 14 LOUVERED VENT 2. 15 PISTON CONNECTED TO FLIP TOP 16 OPTIONAL DOME ANTENNA 3. WRAP BRASS NIPPLES WITH 3 MODEL ANT -I (DIGITAL RADIO) LAYERS OF PVC TAPE BEFORE MODEL ANT -4 (LOCAL RADIO) A.P.N. 258- 190 -27 1� FINISH GRADE - 45SEM5LEID ENCLOS IN6Tr4LLATION DETAIL 5AC;KFLOW DEVICE ..._..... . NO SCALE NO SCALE :3 �n(L WOO O 6 (Y U 1 EARTH GROUND BY THE UTILITY COMPANY v \\ W O� O~ �O SUPPLEMENTARY U >_ (e') GROUND 120V W1RING DIAGRAM NO SCALE PLAN VIEW 31111a -i vr•�� 5ACKFLOW ENCLOSURE NO SCALE O1 IRRIGATION CONTROLLER OZ SERVICE ENTRANCE O3 GROUND BUS BAR O FUSE CKT OR BREAKER BLACK (HOT) ® WHITE (GROUNDED CONDUCTOR OR NEUTRAL) O GREEN OR BARE (EQUIPMENT GROUND) ® BONDING CONDUCTOR O STAINLESS STEEL ENCLOSURE O2 BACKFLOW PREVENTER O3 ANCHOR ROD (TYP.) ® POURED CONCRETE BASE MED. BROOM FINISH 6" MIN. THICKNESS- EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE. O WATER SERVICE INLET PIPING ® WATER SERVICE OUTLET PIPING O FINISH GRADE ® 2" FROM FINISH GRADE IN SHRUB AREA CIVIL ENGINEERING SURVEYING (AND PLANNING O REDUCED PRESSURE PRINCIPLE ° 7840 CONVOY COURT (858) 715 -1420 BACKFLOW PREVENTER 0 O2 BRASS NIPPLES (LENGTH AS SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REQ'D) O FINISH GRADE ® THREADED BY SLIP COUPLING DATE REFERENCES PVC PRESSURE SUPPLY LINE, BENCHMARK SCALE SEE SPECIFICATION DESIGNED BY ® 12 "X12 "X12 " CONCRETE THRUST APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT BLOCKS ° BRASS TxT ELL, LINE SIZE ® COPPER TxT ELL, LINE SIZE O TYPE 'K' COPPER TUBING FROM ? EXISTING WATER SOURCE. 10 4" THICK CONCRETE PAD SET 2" RECOMMEN ED APPROVED IRRIGATION DETAILS FOR: ABOVE GRADE, 18" WIDE M 11 STAINLESS STEEL ENCLOSURE (IF SPECIFIED, REFER TO LEGEND) 13 12 SHUT -OFF BALL VALVE 13 SEE SPECS. FOR TRENCH DEPTH HORIZONTAL 14 PRESSURE REGULATING VALVE BY: BY: NCTD PARKING LOT SEE SHEET LI -I, NOTE 01 FOR SETTING ° NOTES: 1. INSTALLATION MUST CONFORM TO LOCAL CODES. 2. CONTRACTOR MUST PROVIDE BACKFLOW CERTIFICATION. 3. WRAP BRASS NIPPLES WITH 3 VERTICAL LAYERS OF PVC TAPE BEFORE LEROY B DAS RCE 22312 PETER COTA ROBLES, RCE 52176 A.P.N. 258- 190 -27 INSTALLING CONCRETE FOOTING. :3 �n(L WOO O 6 (Y U 1 EARTH GROUND BY THE UTILITY COMPANY v \\ W O� O~ �O SUPPLEMENTARY U >_ (e') GROUND 120V W1RING DIAGRAM NO SCALE PLAN VIEW 31111a -i vr•�� 5ACKFLOW ENCLOSURE NO SCALE O1 IRRIGATION CONTROLLER OZ SERVICE ENTRANCE O3 GROUND BUS BAR O FUSE CKT OR BREAKER BLACK (HOT) ® WHITE (GROUNDED CONDUCTOR OR NEUTRAL) O GREEN OR BARE (EQUIPMENT GROUND) ® BONDING CONDUCTOR O STAINLESS STEEL ENCLOSURE O2 BACKFLOW PREVENTER O3 ANCHOR ROD (TYP.) ® POURED CONCRETE BASE MED. BROOM FINISH 6" MIN. THICKNESS- EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE. O WATER SERVICE INLET PIPING ® WATER SERVICE OUTLET PIPING O FINISH GRADE ® 2" FROM FINISH GRADE IN SHRUB AREA CIVIL ENGINEERING SURVEYING (AND PLANNING ° 7840 CONVOY COURT (858) 715 -1420 0 REVIEWED BY DATE: SAN DIEGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ° BENCHMARK: OC -0140 PLANS PREPARED UNDER SUPER ISIy ON ,OF RECOMMEN ED APPROVED IRRIGATION DETAILS FOR: 7729 —I M DESCRIPTION: BRASS DISC STAMPED OC -140 LOCATION: NORTHEASTERLY CORNER OF RAILROAD BRIDGE ABUTMENT AT INT. HORIZONTAL DATE: BY: BY: NCTD PARKING LOT Li -4 ° OF AT &SF RR & ENCINITAS BLVD. VERTICAL R.L.A. N0. 2010 LEROY B DAS RCE 22312 PETER COTA ROBLES, RCE 52176 A.P.N. 258- 190 -27 Z ELEVATION: 77.489 FEET DATUM: S.D.000NTY MI HAEL PE EXP. 8/31/11 / DATE: DATE: f d WORK PROJECT NO. Om SHEET 17 OF 28 Y # f 12 18" LEGEND Q REGTANGULAR VALVE BOX W/ 'T' O WIRE CONNECTORS. COIL 20" TYPE LOCKING COVER PER LENGTH OF WIRE. SPECS. O O I" DIA. 5CH. 40 PVC CONDUIT TO FINISH GRADE /TOP OF MULCH. CONTROLLER. O 10 SEAL END OF CONDUIT W/ MASTER CONTROL VALVE PER NON - HARDENING CONDUIT PUTTY. 0 LEGEND. n ID TAG. 4 BRICK SUPPORTS. 4 REQUIRED s b" MIN. DEPTH WASHED GRAVEL. s BRA55 OR COPPER FROM BAGKFLOW. 7 PVC MAINLINE TO FLOA METER. PIPE PER SPECS. SEE CITY 5TD. DETAIL 1 -6. MASTER VALVE CITY OF ENCINITAS Parks & Recreation Department D: \DETAILS \ENCINITAS DETAILS\I -5 - MasterValve.dwg NOTES " 2" IN SHRUB AREA, FLUSH IN LAWN AREAS. INSTALL CONTROL VALVES A MIN. OF I' APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. NO SCALE REV: 09/25/04 1 =5 MA6TEf' VALVE r� NO SCALE f 12" Ia" LEGEND D O RECTANGULAR VALVE BOX W/ 'T' O AIRE CONNECTORS. COIL 20" TYPE LOCKING COVER PER LENGTH OF WIRE. SPECS. O O SCH. 40 PVC CONDUIT TO FINISH GRADE /TOP OF MULCH. CONTROLLER. O3 10 SEAL END OF CONDUIT W/ CONTROL VALVE PER LEGEND. NON - HARDENING CONDUIT PUTTY. 0 n ID TAG. BRICK SUPPORTS. 4 REQUED. IR NOTES O • 2" IN SHRUB AREA, FLUSH IN b" MIN. DEPTH WASHED 6RAVEL. LAWN AREAS. © INSTALL CONTROL VALVES A PVC MAINLINE FROM MANIFOLD MIN. OF I' APART IN SHRUB BALL VALVE. AREAS UNLESS OTHERWISE O NOTED. PVC LATERAL PIPE TO SPRINKLERS. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. REV: 09/25/04 REMOTE CONTROL VALVE I -11 CITY OF ENCINITAS Standard Detail NO SCALE Community Services Department D: \DETAILS \ENCINITAS DETAILS 1I -11 - RemoteControlVaive.dwg i;REMOTE CONTROL VALVE NO SCALE POST MOUNTED O MOUNTING CLAMPS INCLUDED O2 2" GALVANIZED STEEL PIPE. PAINT TO MATCH TRASH ENCLOSURE PER DIRECTION OF LANDSCAPE ARCHITECT 0 RETAINING WALL ® RAIN BUCKET 8" MIN. ABOVE HIGHEST POINT ON TRASH ENCLOSURE ® CONTRACTOR SHALL PROVIDE PLUMBER'S PIPE HANGERS TO SECURE MOUNTING POST TO TRASH ENCLOSURE. ATE: RUN WIRE WITHIN CONDUIT FROM FINISH GRADE TO ASSEMBLY. CONCEAL CONDUIT AND ASSEMBLY TO THE MAXIMUM EXTENT BY ROUTING ALONG THE BACKSIDE OF TRASH ENCLOSURE TRELLIS AND RAFTERS. FINAL LOCATION OF CONNDUIT ROUTE SHALL BE APPROVED BY LANDSCAPE ARCHITECT. CORRECT RAIN BUCKET PLACEMENT SHALL BE SUGGESTED BY A CALSENSE FIELD TECHNICIAN. FINAL LOCATION SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 3. TWO CONDUCTOR SENSOR CABLE (60 FOOT LENGTH) IS SUPPLIED WITH SENSOR, INSTALL IN CONDUIT. FOR INSTALLATION REQUIRING MORE THAN 60 FEET OF CABLE, USE PAIGE P- 1171 -D COMMUNICATION CABLE. 4. MAXIMUM CABLE RUN IS 200 FEET. %AIN TIPPING 5UCKET NO SCALE O L I 1 FINISHED GRADE IN TURF AREAS u I CONCRETE CURBS, WALKS, OR - - O OTHER IMPROVEMENTS. �-® O PLASTIC RECTANGULAR VALVE 3 O 6" MIN. - 12" MAX. I!E 1IIi =1 ; 3 = BOX WITH BOLT DOWN COVER, I _ — _i — 4 MIN. (I —III /� T 3 FINISH GRADE —1 1 -1 i i USE STAINLESS BOLT NUT AND _I 001 — 1= �_ =I i11 II —III; q 10" ROUND VALVE BOX WITH LOCKING LID —! —I =�i 1 -1 11- WASHER. BOX TO BE PLACED AT 2 -_.I ' -- RIGHT ANGLE TO HARDSCAPE -- I --' 6 =_I i - -I INSTALL FLUSH TO GRADE, MARK LID "QC" ' = "- - - „ lO IRRIGATION MAINLINE EDGE. HEAT BRAND "BV" ONTO =I i - i I= I -,-) I- O I IN CxROUNDCOVER /SHRUB AREA -III- 1I 7 3 OZ SCH. 80 PVC TEE SxSxT MAINLINE 2 MIN LID. I- Iii= (� � 1" 6 3O BALL VALVE, SEE LEGEND FOR X MANIFOLD SIZE O B _ 8 BRONZE 2 PIECE QUICK - COUPLING 5 0 ALL TYPE ISOLATION VALVE SPECIFICATION 14 I,I!i _ VALVE- I" INLET WITH LOCKING ® FINISHED GRADE IN MULCH AREAS O— I I — i RUBBER COVER ® SCH SO PVC UNION -- $ O5 PRESSURE SUPPLY LINE - = 1!: 9 ®TWO 5/8" X 18" VERTICAL RE -BAR O MINIMUM 12" SEPARATION BETWEEN g DEPTH AS PER SPECS. „� ; �� - j -�0 WITH TWO STAINLESS STEEL CLAMPS 6 ALL VALVE BOXES I .1 � _i „_ 0 O9 PVC SCH 80 NIPPLE I" X 3" LONG -I ® REMOTE CONTROL VALVE ® BRICK OR CONCRETE SUPPORTS -11 =jl 11 10 ON COMPACTED SUBGRADE (MIN. II __ 4 ( � `� � i - -1 i 10 8 DIA. PIPE SLEEVE- KEEP SLEEVE O SCH 80 PVC UNION NOTE: OF FOUR PER BOX) =I _I I ! ;- -. =I !. i -III -_ FROM BEARING ON RISER OR PIPE. 111= = { I I = 1 e 8 IRRIGATION SUB - MAINLINE 1. BOX TO BE INSTALLED AS TO ALLOW FOR BRASS UNION I I = - I _ I 11 3/4 TO I CRUSHED ROCK GRAVEL- 8 O PROPER OPERATION OF BALL VALVE INSTALL _ill;_ 12 DEEP �-(g O9 LATERAL LINE TO SPRINKLERS AT RIGHT ANGLE TO HARDSCAPE EDGE, ® BRASS NIPPLE ! - 12 PVC SCH. 80 PREFABRICATED 360 �` �' INSTALL VALVE OFF- CENTER IN BOX. g LANDSCAPE FABRIC _ "" 12 ODEGREE SWING JOINT ASSEMBLY OR 10 HARDSCAPE EDGE INSTALL MAINLINE O 18" OFF OF HARDSCAPE EDGE FABRICATE SWING JOINT WITH: (2) STREET 2, INSTALL VALVE BOX EXTENSIONS AS REQUIRED 10 1 CU. FT MIN. PEA GRAVEL ELLS, (1) THREADED ELL, (1) S.LS. X 12" 10 11 QUICK COUPLER SWING JOINT TO ACHIEVE PROPER VALVE INSTALLATION AT NIPPLE, AND (1) S.I.S. X 4" NIPPLE II MAIN LINE DEPTH. 13 12 QUICK COUPLER VALVE IN A ROUND 13 MAINLINE/ SUB -MAIN FITTING - PVC SCH 80 12 VALVE BOX win /� n 8XSXI "MPTOR8XI "MPTELL E3RONZE 5ALL VALVE NOTES: ►4 MAINLINE DEPTH VARIES NOTE: 1. WRAP ALL THREADS WITH TEFLON TAPE 1 -1/2 TO 2 O QUICK COUPLER MANIFOLD TO BE • DA PELT to ACORPORATION OCI S WRAPS MAXIMUM. SEPARATE FROM RCV MANIFOLD LANDSCAPE ARCHITECTURE NO SCALE 2. COMPACT SOILS AROUND VALVE BOX TO 80% OF SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 ORIGINAL DRY DENSITY. 3. FURNISH FITTINGS AND PIPING NOMINALLY SIZED b. SAN DIEGUITO WATER DISTRICT IDENTICAL TO NOMINAL QUICK COUPLING VALVE A&C- HALE ENGINEERING INLET SIZE. QUICK CoUFL ING� V,4L VE EYNO ALVE MANIFOLD LAYOUT CIVIL ENGINEERING SURVEYING LAND PLANNING NO SCALE SCALE 7840 CONVOY COURT (858) 715 -1420 REVIEWED BY DATE: SAN DIEGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY I CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. "( BENCHMARK: OC -0140 PLANS PREP RED DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL UNDER SUPERVISION OF ' NCTD PARKING LOT LI -5 RECOMME ED APPR VED IRRIGATION DETAILS FOR: 7729 -1 LOCATION: NORTHEASTERLY CORNER OF DATE: t to RAILROAD BRIDGE ABUTMENT AT INT. BY: BY: MICHAEL PELTZ 2010 OF AT&SF RR & ENCINITAS BLVD. VERTICAL R.L.A. N0. LEROY DA RCE 22312 PETER COTA ROBLE , RCE 52176 A.P.N. 258 - 190 -27 ELEVATION: 77.489 FEET DATUM: S.D.000NTY EXP. 8/31/11 DATE: S IO DATE: /�Q WORK PROJECT NO. SHEET 18 OF 28 0 0 0 O 0 M O O Z M O 14 "XIS" RECTANGULAR VALVE BOX TYP -QUICK COUPLING VALVE BOX, TYP. t• 0 12" 12 12 NOTE: I. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND- COVER /SHRUB AREA WHERE POSSIBLE. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. VALVE BOX LAYOUT NO SCALE n POP -UP SPRAY HEAD NO SCALE Ol WALKS, CURBS, PAVING, WALLS OR OTHER CONCRETE IMPROVEMENTS. 2� 4" MIN. -10" MAX. FROM CURBS, WALKS, 6" FROM WALLS ® 2 ® FINISH GRADE IN PLANTER O POP -UP SPRAY HEAD WITH NON - POTABLE COVER © PVC SCH. 80 THREADED NIPPLE (LENGTH AS REQUIRED) 0 (2) PVC SCH.40 STREET ELL'S ® PVC LATERAL LINE OS PVC SCH. 80 THREADED NIPPLE (LENGTH AS REQUIRED) 10 PVC SCH.40 STREET ELL'S II 2" IN MULCH AREAS, FLUSH IN TURF AREAS NOTE: USE TEFLON TAPE ON ALL THREADED CONNECTIONS SECTION OI FINISH GRADE O BACKFILL O PRESSURE MAINLINE PIPE SLEEVE O4 12" MIN. O5 6" MIN. O 18" MIN. O NON - PRESSURE LATERAL PIPE SLEEVE O CONTROL WIRE BUNDLE IN CONDUIT Og 2" MIN. CLEAN BACKFILL NOTES: I. NO OTHER TRADES (ELECTRICAL, LIGHTING) SHALL USE THE SAME TRENCH AS IRRIGATION PIPE. 2. PROVIDE 24" OF COVER FOR DIRECT BURIAL CABLE. 3. PROVIDE PVC SCH. 40 SLEEVES FOR ALL WIRING AND PIPING UNDER PAVING. 4. NO VERTICAL STACKING OF IRRIGATION PIPES IN THE SAME TRENCH. B SLEEVING NO SCALE SECTION (D PLASTIC BOX W /LOCKING ® WIRE CONNECTORS �J O3 \ O LID (RECTANGULAR), HEAT O I CU. FT MIN. PEA ENT CONDUIT OR EQUAL FOR 110 BRAND "ELECTRICAL" ONTO GRAVEL LID, INSTALL I" ABOVE i GRADE IN MULCH AREAS © COMMON BRICK AT O PVC SCH. 40 CONDUIT CORNERS OF BOX I0 ABOVE CONDUIT. I O FINISH GRADE O3 IDENTIFICATION TAG; ® cY MAXIMUM E WIRE CONNECTION 4 ELEC. PULL BOX NO SCALE INSTALLATION STEPS OI INSERT WIRES THROUGH HOLES IN CASE OF BODY (SPEARS DS 0100). O2 TWIST STRIPPED WIRES TOGETHER AND APPLY CRIMP SLEEVE WITH AN INDENT TYPE CRIMPING TOOL. TRIM EXCESS BARBED WIRE. O3 WHERE REQUIRED FILL PLUG TO BRIM WITH SEALANT (SPEARS DS 0300). INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. O PUSH WIRES ALL THE WAY INTO THE PLUG TO COMPLETELY SEALS THE CRIMP. © WHEN USING SPEARS D5-300 SEALANT BE CERTAIN SEALANT HAS FORMED INTO ALL HOLES IN BODY. NOTE: CONNECTOR TO ACCEPT AWG 018, 014, "12 OR 010 WIRE OI BACKFILL g O FINISH GRADE �J O3 \ O 12" MIN. S O ENT CONDUIT OR EQUAL FOR 110 VAC WIRES i 1 I " MARKED GAUT ON ELECTR ELECTRICAL" AND PLACED DIRECTLY I0 ABOVE CONDUIT. I O 24V IRRIGATION CONTROLLER i;.._ .I WIRE BUNDLE TAPED EVERY I I I I 10'0.C. IN CONDUIT. 4 € I.._�I 10 -15 FT. COIL WRAP AT EVERY F TURN AND VALVE 5 II I[ !=rl — 1s,(IIT O 4" MIN. ® PRESSURE MAINLINE PIPE SECTION 7, OS NON- PRESSURE LATERAL PIPE 10 24" MIN. II 2" MIN. CLEAN BACKFILL NOTES: 1. TWO OR MORE LATERALS (OR MAIN LINES) IN THE SAME TRENCH SHALL BE PLACED SIDE -BY -SIDE WITH A 4" MINIMUM CUSHION (BACKFILL) BETWEEN THE PIPES FOR BOTH HORIZONTAL AND VERTICAL CLEARANCE. 2. SLEEVE ALL LATERALS, ELECTRICAL, AND MAINLINE UNDER CONCRETE AND ASPHALT SURFACES. 3. ALL MEASUREMENTS FROM TOP OF PIPE TO FINISH GRADE. TRENCHING NO SCALE 45 DEGREE ELL SO DEGREE ELL THRUST BLOCKS NO SCALE nT =u1r= TI T TEE OI CONCRETE THRUST BLOCK, TYPICAL O2 MAINLINE PIPE O3 UNDISTURBED SOIL NOTE: I. THRUST BLOCKS TO BE I CUBIC FT OF CONCRETE 2. THRUST BLOCKS TO BE USED FOR 3" AND LARGER PLASTIC PIPE 3. WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE 4. ALL CONCRETE TO BE PORTLAND CEMENT 420 -C -2000 `vI AA YAL 601- MW PELT; +ASSOCIATES /. LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 /JdL-RA SAN DIEGUITO WATER DISTRICT PLUG CRIMP BODY WIRES HALE ENGINEERING CIVIL ENGINEERING SURVEYING LAND PLANN/NC WIRE CONNECTOR - S PE ,4 R5 D R f - SPLICE 1*100 G 7840 CONVOY COURT (858) 715 -1420 REVIEWED BY DATE: NO SCALE 00 � SAN DIEGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE I REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY I DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. 0 /L AZi- BENCHMARK: OC -0140 PLANS PR A D UNDER SUPERVISI N OF RECOMM ED APPROV D IRRIGATION DETAILS FOR: 7729 -1 1 DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL Kn -- O LOCATION: NORTHEASTERLY CORNER OF DATE: - (� BY: NCTD PARKING LOT LI -6 a RAILROAD BRIDGE ABUTMENT AT INT. { { { {{ BY: OF AT&SF RR & ENCINITAS BLVD. VERTICAL R.L.A. NO. 2010 LEROY DA , RCE 22312 PETER COTA RO ES, `R E 52176 A.P.N. 258 - 190 -27 Z MICHAEL W. LTZ ELEVATION: 77.489 FEET DATUM: S.D.000NTY EXP. 8/31/11 DATE: /.i�O DATE: WORK PROJECT N0. SHEET 19 OF 28 O' (NOT C/SE®) u 24" BOX Iijrolff�#� A f f AGFi TO ADJACENT WALL AS REQ'D AS REQ'D AS REQ'D PARKING: LOT ' ISLAND PLANTER I (TYP.) PLANT (2) ROWS OF "ROS OFF 'PRO " BETWEEN CURB AND TOP OF WALL (TYP.) PLANT "PHO ROE" PALM TREES ALIGNED WITH ENDS OF PARKING STRIPES AS SHOWN KEY MAP NO SCALE A CALIFORNIA CORPORATION EET LP -1 SHEET LP -2 MW PELTZ + ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.48 858.481 .0888 / RLA 2010 A&Z. SAN DIEGUITO WATER DISTRICT '. DALE ENGINEERING CIVIL ENGINEERING SURVEYING LAND PLANNING o W 7840 CONVOY COURT (858) 715 -1420 REVIEWED BY DATE: 0 SAN DIEGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED P, REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK: OC -0140 PAN4WPELTZ EP ED UNDER SUPERVISION OF RECOMMENDED APPR VED PLANTING PLAN FOR: 7729 -I M �(bL DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL O ; 0 LOCATION: NORTHEASTERLY CORNER OF DATE'S I� r - NCTD PARKING LOT LP -1 RAILROAD BRIDGE ABUTMENT AT INT. 2010 BY: BY: OF AT&SF RR &ENCINITAS BLVD. VERTICAL R.L.A. N0. LEROY B DAS, CE 22312 PETER COTA ROBLES, RCE 52176 A.P.N. 258 - 190 -27 Z ICHAEL ELEVATION: 77.489 FEET DATUM: S.D.000NTY EXP. 8/31/11 DATE: 1 Sao DATE: t 15 / WORK PROJECT NO. m SHEET 20 OF 28 0' 4, N F, s L SCALE: V=20' NORTH 0 0 0 0 ,o 5 g V D 0 0 0 0 M O O Z m 0 KEY MAP NO SCALE A OALIIORRIA CORPORATION SHEET LP -1 SHEET LP 2 MW PELTZ + ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.48 858.481.0888 / RLA 2010 � �-- SAN DIEGUITO WATER DISTRICT '..... HALE ENGINEERING .� CIVIL ENGINEERING ' SURVEYING LAND PLANNING 7840 CONVOY COURT (858) 715 -1420 REVIEWED BY DATE: SAN DIEGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY I CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK: OC -0140 PL NS EP RED UNDER SUPER ISION OF RECOMMENDED APPROVED PLANTING PLAN FOR: 7729 -I DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL / 0 LOCATION: NORTHEASTERLY CORNER OF - DATE: \ BY. ` % NCTD PARKING LOT LP -2 RAILROAD BRIDGE ABUTMENT AT INT. OF AT &SF RR & ENCINITAS BLVD. VERTICAL R.L.A. N0. 2010 BY. A.P.N. 258 - 190 -27 LER Y B DAS RCE 22312 PETER COTA NOBLES, RCE 52176 ELEVATION: 77.489 FEET DATUM: S.D.000NTY MICHAEL PEL EXP. 8/31/11 / DATE: 6/- 5/p DATE: WORK PROJECT N0. SHEET 21 OF 28 5 g V D 0 0 0 0 M O O Z m 0 C C SECTION TREE PLANTING Pq/ DOU5L on A CALIFORNIA CORPORATION MW PELTZ + ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481 .0888 / RLA 2010 F5 O 0 10 11 12 13 Eo u M 16 E ROOT15ALL TREE TRUNK TREE TIE (MIN. 2 PER STAKE/NAIL TO STAKE) WOOD STAKE 6" WATERING BASIN (NOT IN LAWN) FINISHED GRADE PLANT FERTILIZER TABLETS BACKFILL MIX TREE CROWN SET 2" ABOVE GRADE NATIVE SOIL PEDESTAL 2X DIAMETER OF ROOTBALL (MIN.) DEPTH OF ROOTBALL SET WOOD STAKE 12" (MIN.) BELOW TREE CANOPY EXISTING FINISH GRADE AT SLOPE (WHERE APPLICABLE) PROPOSED FINISH GRADE AT SLOPE (WHERE APPLICABLE) 2' -0" MINIMUM STA<ING SECTION PLAN PLANTING NOTES: I. ALL PLANTING AREAS WITH SLOPES LESS THAN 2:1 SHALL RECEIVE A MINIMUM 3" THICK LAYER OF ORGANIC MULCH. (REFER TO SPECIFICATIONS) 2. ALL PLANTING AREAS WITH SLOPES OF 2:1 OF GREATER SHALL RECEIVE EROSION CONTROL FABRIC PER SPECIFICATIONS. 3. ALL ROCK AND DEBRIS LARGER THAN ONE INCH (I ") SHALL BE REMOVED FROM ALL PLANTING AREAS. DISPOSE OF ALL DEBRIS OFF SITE, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 4. SLOPE FINISHED GRADE OF ALL PLANTER AREAS TO DRAIN. (COORDINATE WITH CIVIL DRAWINGS) 5. ALL PLANTINGS SHALL BE FULLY WATERED -IN UPON PLANTING. DO NOT RELY SOLELY UPON THE SPRINKLER SYSTEM. UTILIZE SUPPLEMENTAL HOSE WATERING AS REQUIRED, INITIALLY AND DURING THE PLANT ESTABLISHMENT PERIOD, TO ENSURE ALL PLANTINGS RECEIVE ADEQUATE WATER TO THE ENTIRE ROOT ZONE. NO SCALE O ROOTBALL O TREE TRUNK 0 3" DIA. PLASTIC DRAIN (FLAT) BY NDS (014- 5LACK) OR EQUAL. LOCATE 611 MIN. FROM EDGE OF ROOTBALL ® 3" PERFORATED PVC PIPE WRAPPED WITH FILTER FABRIC SOCK O 3" BAND GRAVEL FILL ALL AROUND PIPE © EXTEND DRAIN PIPE 12" (MIN.) BELOW BOTTOM OF ROOTBALL O SLOPE BOTTOM OF PLANTER PIT AROUND ROOTBALL TO DRAIN PIPE ® NATIVE SOIL PEDESTAL O9 BACKFILL MIX 10 ROOT BARRIER - SET FLUSH AGAINST ADJACENT PAVING, CURBS, BUILDINGS, WALLS, ETC. REMOVE ANY EXCESS CONC. OR BASE MATERIAL AS REQUIRED 11 EXISTING CURB, HARDSCAPE, ETC. (WHERE OCCURS PER PLAN) 12 FINISHED GRADE IN PLANTER 13 PLANTING PIT HIGH POINT, OPPOSITE DRAIN PIPE NOTE: INSTALL TOP EDGE OF BARRIER LEVEL WITH FINISH GRADE. NO PENETRATIONS IN THE BARRIER SHALL BE MADE. ALL IRRIGATION LINES SHALL BE LOCATED BELOW THE BARRIER. TREE DRAIN WITH ROOT 5ARRIER A&Z- HALE ENGINEERING SAN DIEGUITO WATER DISTRICT NO SCALE Q IN SECTION PLANT MATERIAL LEGEND SYMBOL BOTANICAL NAME COMMON NAME MIN. SIZE MIN. HT. SPRD. I REMARKS DETAILS (THIS SHIT.) O PALMS PHO ROE PHOENIX ROEBELENII PYGMY DATE PALM 24" BOX B T H --- SINGLE TRUNK, MATCHING HEIGHTS, PROVIDE (1) DRAIN B+ C SYA ROM SYAGRUS ROMANZOFFIANUM QUEEN PALM 24" BOX B"' $ H - -- STRAIGHT TRUNK, MATCHING HEIGHTS, PROVIDE (1) DRAIN 5+C TIES CAS LEP CASSIA LEPTOPHYLLA GOLD MEDALLION TREE 24" BOX v 4' STRAIGHT TRUNK, FULL HEAD, DOUBLE STAKE, PROVIDE ROOTBARRIER AND TREE DRAIN A + B LAU NOB S ' LAURUS N051LIS 'SARATOGA' SWEET BAY 24" BOX 10' 41 STANDARD TRUNK, HIGH BRANCHING, FULL HEAD DOUBLE STAKE, PROVIDE ROOTBARRIER AND TREE DRAIN A + B SHRUBS AEO ARB 'ANT' AEONIUM AR50REUM ATROPURPUREUM AEONIUM I GAL 1411 12„ FULL CLUMPS, UPRIGHT FORM, LEAF COLOR: DEEP PURPLE LEAVES WITH RED MARGINS - FADING TO LIGHT GREEN. D + F AGA ATT AGAVE ATTENUATA SOFT - TIPPED AGAVE 5 GAL 12" 12" FULL CLUMPS, GOOD COLOR D +F ANI FLA ANIGOZANTHUS FLAVIDUS KANGAROO PAW 5 GAL 2411 18" BRANCHING STEMS BEAR YELLOW -GREEN FLOWERS TINGED WITH RED. FULL CLUMPS. p + F GAU LIN GAURA LINDHEIMERI GAURA 1 GAL 12" 12" FULL CLUMPS WHITE /PINK FLOWERS, GOOD COLOR D + F PHO HYB 'M.Q.' PHORMIUM HYBRID MAORI QUEEN HYBRID NEW ZEALAND FLAX 5 GAL 31 31 FULL CLUMPS, UPRIGHT FORM, LEAF COLOR: OLIVE GREEN LEAVES WITH RED MARGINS - FADING TO CREAM. D +F SAL SPA SALVIA SPATHACEA HUMMINGBIRD SAGE 1 GAL 15" 1511 FULL CLUMPS RED FLOWERS, GOOD COLOR D + F VINES FIC PUM FICUS PUMILA CREEPING FIG 1 GAL 18" 1211 FULL AND SPREADING, ATTACH TO ADJACENT WALL E GROUNDCOVER LAM SPE LAMPRANTHUS SPECTABILIS ICE PLANT FL'A'T PLANTS --- - -- FULL AND SPREADING, GOOD COLOR, WELL ROOTED F ROS OFF PRO l ROSMARINUS OFFICINALIS 'PROSTRATUS' ROSEMARY 1 GAL 6" 1211 FULL AND SPREADING, GOOD COLOR, WELL ROOTED F SEN SER SENECIO SERPENS BLUE CHALK STICKS FLAT PLANTS - -- - -- FULL AND SPREADING, FLOWER COLOR: SMALL/WHITE, WELL ROOTED F OFIAMENTAL GRASS NAS TEN NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 1 GAL 12" 12" 1 FULL AND CLUMPING, ATTRACTIVE FORM F O ROOTBALL PALM TREE PLANTING SECTION 0 10 PALM CROWN - SET 2" ABOVE FINISH GRADE p PALM FRONDS - WRAP TOGETHER WITH HORTICULTURAL STRETCH TIE PRIOR TO DELIVERY FROM NURSERY. LEAVE FRONDS TIED FOR 60 -DAYS AFTER PLANTING (MIN.) NO SCALE (� ROOT15ALL SHRUB SHRUB CROWN SET 1" ABOVE GRADE ® 411 HIGH WATERING BASIN (NOT IN LAWN) FINISHED GRADE ® PLANT FERTILIZER TABLETS BACKFILL MIX ® NATIVE SOIL O9 2X DIAMETER OF ROOTBALL 10 DEPTH OF ROOTBALL VINE PLANTING PLAN O O �G O CJ O O O O O O O O O O DO NOT TRIM O PALM TRUNK (BROWN TRUNK HEIGHT) O3 DEPTH OF ROOTBALL O PALM BACKFILL O5 PLANT FERTILIZER 11 TABLETS O2X DIAMETER OF O ROOTBALL (MIN.) t� NATIVE SOIL OS 611 HIGH WATERING BASIN Q FINISH GRADE PALM TREE PLANTING SECTION 0 10 PALM CROWN - SET 2" ABOVE FINISH GRADE p PALM FRONDS - WRAP TOGETHER WITH HORTICULTURAL STRETCH TIE PRIOR TO DELIVERY FROM NURSERY. LEAVE FRONDS TIED FOR 60 -DAYS AFTER PLANTING (MIN.) NO SCALE (� ROOT15ALL SHRUB SHRUB CROWN SET 1" ABOVE GRADE ® 411 HIGH WATERING BASIN (NOT IN LAWN) FINISHED GRADE ® PLANT FERTILIZER TABLETS BACKFILL MIX ® NATIVE SOIL O9 2X DIAMETER OF ROOTBALL 10 DEPTH OF ROOTBALL VINE PLANTING PLAN O O �G O CJ O O O O O O O O O O ROOTBALL- SET TIGHT O TO FOOTING AND REMOVE ANY EXCESS CONCRETE OR BASE MATERIAL 10 AS REQUIRED O ADJACENT WALL OR 11 COLUMN (PER PLAN) O3 REMOVE NURSERY STAKE O VINE - SPREAD AND SECURE TO ADJACENT 14 WALL OR COLUMN WITH VINE TABS AS REQ'D O BACKFILL MIX O 6" HIGH WATERING BASIN (NOT IN LAWN) O ADJACENT HARDSCAPE (WHERE APPLICABLE) O 811 (MIN.) O FINISHED GRADE IN PLANTER (WHERE APPLICABLE) 10 PLANT FERTILIZER TABLETS 11 BACKFILL MIX 12 NATIVE SOIL 13 2X DIAMETER OF ROOTBALL (MIN.) 14 DEPTH OF ROOTBALL 1� SHRUB OR GROUNDCOVER PER PLAN Q ON- CENTER PLANT SPACING PER PLAN O3 1/2 OF THE ON- CENTER PLANT SPACING PER PLAN ® EXISTING CURB, HARDSCAPE, ETC. (WHERE OCCURS PER PLAN) NO SCALE CIVIL ENGINEERING SURVEYING LAND PLANNING D �J1- -II`�t PLANTING ��O�ND�O 1lI� / S1�I`�� 'eI�IN NO SCALE 7840 CONVOY COURT (858) 715 -1420 REVIEWED BY DATE: I- SAN DIEGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED NO SCALE ( R) REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY I DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. / T 5 BENCHMARK: OC -0140 PLaNS PREPA D UNDER SUPERVISION OF RECOMME ED APPR VED 7729 -1 DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL /` LOCATION: NORTHEASTERLY CORNER OF DALE. r c r BY: BY: �- NCTD PARKING LOT LP -3 RAILROAD BRIDGE ABUTMENT AT INT. 2010 OF AT&SF RR & ENCINITAS BLVD. VERTICAL R.L.A. N0. LEROY B�D� RCE 22312 PETER COTA ROBL S, RCE 52176 A.P.N. 258 - 190 -27 MIC AEL W. ELTZ EXP. 8/31 /11 DATE: I Z✓r 1O DATE: ELEVATION: 77.489 FEET DATUM: S.D.000NTY WORK PROJECT N0. SHEET 22 OF 28 O co 0 v M O O Z m 0 SECTION 02810 LANDSCAPE IRRIGATION SYSTEMS PART 1 - GENERAL 1.1 GENERAL CONDITIONS: A. The general conditions, and special conditions are a part of this section and the contract for this work and apply to this section as fully as if repeated herein. 1.2 SCOPE: A. The work includes all services, labor, materials, permits, fees, transportation, equipment, overhead and profit required to perform the work indicated on the drawings and as specified. All General and Special Conditions shown in other Divisions apply to this section as fully as if repeated herein. 1.3 SUBMITTALS: A. Submit a list of all irrigation equipment to be used, manufacturer's brochures, maintenance manuals, warrantees and operating instructions, within 30 days of notice to proceed. The submittals shall be packaged and presented in an organized manner. Prove (4) copies of the required submittals. Provide a table of contents of all submitted items. Clearly identify on each submitted sheet by underlining or highlighting the specific product being submitted for approval. Failure to clearly identify the specific product being submitted will result in a rejection for the entire submittal. The submittal shall include, but not be limited to the following: 1. Remote Control Valves 2. Master Control Valve 3. Backflow Preventer 4. Flow Meter 5. Each Type Of Sprinkler Head And Nozzle 6. Spring Check Valves 7. Ball Valves 8. Quick Coupling Valves 9. PVC Pipe (Sleeves, Pressure And Non - Pressure Pipes) 10. Valve Boxes, Covers and Pull Boxes 11. Irrigation Control Wire 12. Waterproof Control Wire Connectors 13. Valve I.D. Tags 14. PVC Schedule 80 Threaded Nipples and Unions 15. PVC Schedule 40 Fittings 16. PVC Primer and Solvent Weld Cement 17. Rain Sensor 18. Irrigation Controller 19. Irrigation Controller Enclosure B. The Landscape Architect will review each required submittal, and make marks to indicate corrections or modifications required, and return it. The Landscape Architect will stamp each submittal with an action for the Contractor to follow: 1. "Accepted" - Products may be used in the project. 2. "Accepted as Noted" - Products may be used in the project as noted in the returned submittal. 3. "Rejected: Submit Specified Item" - Product does not comply and shall not be used in the project. Provide specifc product specified per the contract documents. 4. "Revise and Resubmit" - Revise submittal and resubmit after the noted corrections have been made. 5. "Returned: Not Requested" - Submittal for product not required. 1.4 GUARANTEE: A. Furnish guarantee for a period of one (1) year from the date of final acceptance all specified products, materials and labor, including non - settling of the backfill in trenches and excavations, which if occurs, shall be corrected by the Contractor at no additional expense to the Owner, including repairs and /or replacement of any damaged material. The controller shall have a 5 year warranty. 1.5 SITE OBSERVATION VISITS: A. In all cases where site observation visits of the irrigation system work are required including portions of the work specified to be performed under the direction and /or site observation of the Landscape Architect or his /her representative, the Contractor shall notify the Landscape Architect at least 3 working days in advance of the time such site observations and /or directions are required. If the contractor schedules a site observation with the Landscape Architect, and is unable to perform the tasks associated with thework to be observed for no other reason than natural causes, the Contractor shall be billed for the time and material required by the Landscape Architect to reschedule and perform an additional site observation at the rate B. Site observation will be required for the following parts of the work at the sole option of the Landscape Architect: 1. Upon installation and testing of main lines and lateral lines; when pipes are laid and are to be submitted to pressure tests. Do not cover any lines until they have been checked and approved. 2. Upon installation and testing of service and control systems, including any remote control valves, quick coupling valves, backflow prevention assemblies, rain sensors, automatic controller(s), and control valves and wires. 3. With the Landscape Architect present, the Contractor shall perform an coverage test to determine if the coverage of water afforded the planting areas is complete and adequate. The Contractor shall furnish all materials and perform all work required to correct any inadequacies. 4. A final site observation visit by the Landscape Architect will be conducted after all planting operations have been completed. At this time, a performance test shall be conducted to verify water coverage over the planted areas, and to check all work in accordance to the drawings to verify completion. Evidence of incomplete or incorrect work will result in a punch list of correction items that must be completed to the satisfaction of the Owner's Representative, prior to gaining final acceptance from the Landscape Architect, and beginning the specified maintenance period. 1.6 TESTING: A. All PVC Mainlines shall be subjected to a pressure test of 125 psi for a period of 4 hours and shall be watertight. All control valves; and shut -off valves shall be installed prior to testing. All testing shall be in the presence of the Landscape Architect unless otherwise authorized. The Contractor is responsible for proving documentation stating the weather conditions, date, the start time and initial water pressure readings, the finish time and final water pressure readings and the type of equipment used to perform the test. The documentation must be signed by a witness acceptable to the Owner, verifying all of the above mentioned conditions. B. All installed irrigation control wiring (in conduit) shall be visually observed by the Landscape Architect. C. Approval shall be received before backfilling any trench. Do not cover any wires, lines or fittings until they have been checked and approved. 1.7 RECORD DRAWINGS: A. Before final acceptance of work, the Contractor shall provide a record set of drawings showing the irrigation system work. Information shall be on sepia mylar transparencies for reproduction purposes. All lettering shall be 1/4" height. All items changed /relocated from original drawings shall be so indicated with the same symbol in the new location, the original symbol erased. All notes /callouts pertaining to the item shall be directed to new location. All work shall be neat, in black ink and subject to the satisfaction of the Landscape Architect. B. All valves shall be numbered by station and corresponding numbers shall be shown on the record drawings. C. All mainline pipe or irrigation equipment including sleeves, valves, controllers, backflow preventers, remote control valves, shut -off valves, rain sensors, wire splice locations, and quick coupling valves shall be located by two (2) measured dimensions, to the nearest one -half foot. Dimensions shall be given from permanent objects such as buildings, sidewalks, curbs, walls, structures and driveways. All changes in direction and depth of mainline pipe shall be noted exactly as installed. Dimensions for pipes shall be shown at no greater than a 50 ft. maximum interval. D. On the inside surface of the cover of each automatic controller, prepare and mount a color -coded chart showing the valves, mainline, and systems serviced by that particular controller. All valves shall be numbered to match the operation schedule and the drawings. Only those areas controlled by that controller shall be shown. This chart shall be a plot plan, entire or partial, showing building, walks, roads and walls. A photostatic print of this plan, reduced as necessary and legible in all details, shall be made to a size that will fit into the controller cover. This print shall be approved by the Landscape Architect prior to, and shall be hermetically sealed by plastic. This shall then be secured to the inside back of the controller cabinPEL0I ❑Aet door. E. Immediately upon the installation of any buried pipe or equipment, the Contractor shall indicate on the progress record drawings the locations of said pipe or equipment. The progress record drawings shall be made available at any time for review at a location at the project site designated by the Owner. 1.8 OPERATION AND MAINTENANCE MANUALS AND GUARANTEES: A. Prepare and deliver to the Landscape Architect within ten calendar days prior to completion of construction, two 3 ring hard cover binders containing the following information: 1. Index sheet stating Contractor's address and telephone number, list of equipment with name and addresses of local manufacturers' representatives. 2. Catalog and parts sheets on all material and equipment. 3. Guarantee statement. The start of the guarantee period shall be the date the irrigation system is accepted by the Owner. 4. Complete operating and maintenance instruction for all major equipment. 5. Irrigation product warrantees. B. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for maintaining major equipment and show evidence in writing to the Landscape Architect at the conclusion of the project that this has been rendered. 1.9 GENERAL REQUIREMENTS: A. Code requirements shall be those of state and municipal codes and regulations locally governing this work, providing that any requirements of the drawings and specifications, not conflicting therewith, but exceeding the code requirements, shall govern unless written permission to the contrary is granted by the Landscape Architect. B. Extreme care shall be exercised at all times by the Contractor in excavating and working in the project area due to existing utilities and irrigation systems to remain. Contractor shall be fully responsible for expenses incurred in the repair of damages caused by his /her operation. 1. The Contractor is responsible for identifying and maintaining existing irrigation mainlines that supply water to areas on the site as noted on the plans and outside of the proposed limit of work. The Contractor shall relocate or replace existing irrigation mainline piping as required to provide a continuous supply of water to all areas of existing irrigation on site. C. Plan locations of backflow preventers, valves, controllers, pipe lines, sleeves and other equipment are diagrammatic and indicate the spacing and relative locations of all installations. Final site conditions and plantings shall determine final locations. D. All lines shall have a minimum clearance of 3" from each other and 6" from lines of other trades. Hose bib line shall be installed with a minimum 6" horizontal clearance from irrigation mainline. Parallel lines shall not be installed directly over one another. Pipe clearance shall be enough to complete a repair of any pipe or pipe fitting if needed. E. Point of connection shall be approximately as shown on drawings. Connect new underground piping and valves and provide all flanges, adapters or other necessary fittings for connection. F. Permission to shut off any existing in -use water line must be obtained 48 hours in advance, in writing from the Owner. The Contractor shall receive instructions from the Owner as to the exact length of time of each shut -off. G. Contractor shall acquaint himself /herself with all site conditions and proposed site conditions as indicated on the plans and specifications prior to construction. Discrepancies shall be brought to the attention of the Landscape Architect. H. Prior to starting any work, Contractor shall obtain a reading of existing static water pressure (no flow condition) at the designated point of connection and immediately submit written verification of pressure with date and time of recording to Landscape Architect. PART2- PRODUCTS 2.1 STANDARD PRODUCTS: A. Materials furnished under this specification shall be standard products of manufacturers regularly engaged in the production of such materials, and shall be the manufacturers' latest standard design that complies with drawings and /or specification requirements, and performs properly. 2.2 POLYVINYL CHLORIDE PIPE: A. All plastic piping and sleeving shall be Type 1, Grade 2 (impact modified) designated as polyvinyl chloride (PVC). Pacific Products, Pacific Western Pipe, Swanson or approved equal. B. PVC plastic pressure lines (for piping upstream of control valves, quick coupling valves): all 1" to 2" size piping shall be Schedule 40. F. Record drawings shall be legibly signed and dated by the Contractor C. Plastic non - pressure lines (for piping downstream of remote control attesting to and certifying the accuracy of the record drawings. Record valves): all pipe 3/4" and larger shall be Class 200. drawings shall have "As -Built Irrigation Plan ", company name, address, phone number and the name of the person who created the drawing and the D. Sleeving shall be Schedule 40 PVC. All sleeves shall extend a minimum contact name (if different). of 4" past hardscape edges at each end. Size shall be minimum 2x the F. All plastic pipe shall conform to Commercial Standards CS256 -63. 2.3 FITTINGS AND CONNECTIONS: A. Polyvinyl chloride pipe fittings and connections: Type 11, Grade 1, SCHEDULE 40, high impact molded fittings, manufactured from virgin compounds as specified for piping tapered socket or molded thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange fittings are not acceptable. Furnish fittings permanently marked with following information: nominal pipe size, type and schedule of material, and National Sanitation Foundation (NSF) seal of approval. PVC fittings shall conform to ASTM D2464 and D2466. B. Brass pipe fittings, unions and connections: standard 125 pound class 85% red brass fittings and connections, IPS threaded. C. PVC Schedule 80 threaded risers and nipples: Type 1, grade 1, Schedule 80, high impact molded, manufactured from virgin compounds as specified for piping and conforming to ASTM D -2464. Threaded ends shall be molded threads only. Machined threads are not acceptable. Dura or approved equal. 2.4 SOLVENT CEMENTS AND THREAD LUBRICANT A. Solvent cements shall comply with ASTM D2564. Socket joints shall be made per recommended procedures for joining PVC plastic pipe and fittings with PVC solvent cement and primer by the pipe and fitting manufacturer and procedures outlined in the appendix of ASTM D2564. B. Thread lubricant shall be Teflon ribbon -type, or approved equal, suitable for threaded installations as per manufacturer's recommendations. No liquid thread sealant shall be used on this project. 2.5 AUTOMATIC CONTROL WIRE, CONTROL WIRE CONDUIT AND WIRE SPLICE CONNECTORS: A. Electric wiring runs from controller to the automatic control valves shall be solid, 14 gauge, single direct burial conductor, copper wire, 4/64 inch polyethylene insulation. All wire runs shall be made in PVC electrical conduit, a minimum of 2 times the diameter of the wire bundle, and shall sweep up into pull boxes (where greater than 200 ft distance). Pull box spacing shall not exceed 200 ft intervals. Color code wires: common wire shall be white, valve wire shall be black, extra wire shall be orange. Wire splice connectors shall be waterproof 'Dri- Splice #100 with DS #300 sealant as manufactured by Spears. All wire splices shall be placed in access or pull boxes. 2.6 REMOTE CONTROL VALVE AND MASTER CONTROL VALVE: A. Remote control valve and master control valve shall be as specified in the irrigation legend. 2.7 VALVE BOXES: A. All valve boxes shall be commercial grade, green colored plastic valve boxes with lockable green lids; by Carson - Brooks or approved equal. All valve boxes shall have bronze locking insert with locking stainless steel bolt. 1. For remote control valve assembly: standard rectangular box with type "T" lid. Carson - Brooks 1419 -12 box and 1419 -413 cover. One valve per box, maximum. 2.For mainline ball valve: standard rectangular box with type "T" lid. Carson - Brooks 1419 -12 box and 1419 -4B cover. One valve per box, maximum. 3. For wire splice pull box: round plastic valve box. Carson - Brooks 190 with 910 -4B cover. Valve boxes used for other purposes may not be used for wire splicing. 2.8 SPRINKLER HEADS: A. Sprinkler heads shall be of the types and sizes with diameter (or radius) of throw, pressure, nozzle discharge and /or other designations indicated on the drawings. All sprinkler heads of the same type and size shall be of the same manufacturer. 2.9 QUICK COUPLING VALVE: A. Quick coupling valve shall be as specified in the irrigation legend. 2.10 BALL VALVE: A. Ball valve shall be as specified in the irrigation legend. 2.12 CONCRETE FOOTINGS: A. Concrete footings shall be 2,000 p.s.i. Concrete at 28 days, 5 sack minimum mix, natural color. 2.13 VALVE I.D. TAGS: A. Valve I.D. Tags shall be Christy Enterprises Valve I.D. Tags, Standard Yellow Color. These shall be attached to each remote control valve. 2.14 EXTRA EQUIPMENT: A. Contractor shall provide to the Owner: 1. Extra sprinkler heads, nozzles, shrub adapters, nozzle filter screens, in amounts equal to 5 of each type used on the project. 2. Extra tools for adjusting sprinkler heads, etc., in the amount of one tool minimum per type of head used. 3. One (1) quick coupling valve key to match quick coupling valve installed 4. One (1) control valve key, 12" long. 5. One (1) Calsense RReTran. PART 3 - EXECUTION 3.1 GENERAL REQUIREMENTS: A. Locations on drawings are diagrammatic and approximate only and shall be changed and adjusted as necessary and as directed to meet existing conditions and obtain complete water coverage. Locate and stake all work and obtain approval by the Landscape Architect before any installations. B. Install and extend system as shown on the drawings, and as necessary to carry out the intent of the drawings and specifications. C. Locate existing lines, valves, sprinklers and underground utilities before digging trenches. Care shall be exercised not to damage systems to remain in place. D. Structures, paving, curbs and shovel cut edges shall be installed or indicated before installation of sprinkler system laterals, heads, and valve boxes. Stub out mainline at all end runs and as shown on plans. Stub out wires for future connection where indicated on plan and as directed. F. When possible, avoid trenching for new irrigation within the drip line of existing trees. Extreme care shall be taken by the Contractor to prevent disturbing any existing tree root system, even if it results in re- routing proposed irrigation lateral and main lines. 3.2 INSTALLATION OF IRRIGATION SYSTEM: A. Excavation and backfilling of trenches: 1. Excavate trenches, prepare subgrade, and backfill to line and grade with sufficient room for pipe fittings, testing and inspecting operations. Do not backfill until the pipe system has been subjected to a hydrostatic test as specified. Do not cover any installed control wiring until it has been visually observed by the Architect. 2. Depth of trench to top of pipe: a. In landscape: 1. PVC pressure line 24" min. 2. PVC non - pressure line 16" min. b. Under roadways and driveways: 1. PVC pressure line 30" min. 2. PVC non - pressure line 24" min. Note: sleeves shall be installed at same depths as type of line passing through. 3. Soil backfill within 3" of piping shall be free of all rocks over 1" diameter, debris, and litter prior to use as backfill. 4. Deposit topsoil on one side of trench and subsoil on the opposite side, then install irrigation lines and test each section. of $100.00 /hour. diameter of pipe to be sleeved. Wire sleeves shall be 2x the diameter of the 2.11 CHECK VALVES: . SAN DIEGUITO WATER DISTRICT wire bundle unless otherwise noted on drawings; separate from pipe sleeves. /3&Z- HALE ENGINEERING Mark sizes, locations and depths of all sleeves on As- Builts. A. Check valves shall be maintenance free and constructed of heavy duty Type I PVC with stainless steel and neoprene internal parts. Valves shall A CALIFORNIA CORPORATION E. Furnish plastic pipe continuously and permanently marked with following prevent low head drainage quickly and positively after RCV shut -off. Valves MW PELTZ + ASSOCIATES CIVIL ENGINEERING SURVEYNNC LAND PLANNINC information: manufacturer's name or trade mark, size, class and type of pipe, shall have a female IPS threaded inlet and outlet. As specified in the LANDSCAPE ARCHITECTURE REVIEWED BY DATE: SOLANA BEACH, CALIFORNIA 7840 CONVOY COURT (858) 715 -1420 working pressure at 73.4 degrees F., And National Sanitation Foundation irrigation legend. 858.481.0888 / RLA 2010 SAN DIEGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED (NSF) rating. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. .( BENCHMARK: OC -0140 P NS PREP ED UNDER SUPERVISION OF RECOMME ED APPR VED LANDSCAPE AND IRRIGATION SPECIFICATIONS FOR: 7729 -1 DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL LOCATION: NORTHEASTERLY CORNER OF DATE: RAILROAD BRIDGE ABUTMENT AT INT. BY. MICHAEL W. PELTZ 2010 BY: NCTD PARKING LOT LS -1 OF AT&SF RR & ENCINITAS BLVD. VERTICAL R.L.A. N0. LEROY B D S, CE 22312 PETER COTA ROBLES, RCE 52176 A.P.N. 258 - 190 -27 t-- ELEVATION: 77.489 FEET DATUM: S.D.000NTY EXP. 8/31/11 DATE: IJ 0 DATE: WORK PROJECT NO. SHEET 23 OF 28 n M 0 O Z M O B. Repair any leaks and replace all defective pipe or fittings until lines meet test requirements. Do not cover any lines until they have been checked and approved for tightness, quality of workmanship, and materials. C. Backfill trenches, after approval of piping, with suitable and approved material, tamping soil around pipe, and thoroughly compacting (until 90% relative compaction has been achieved ) all trench fills in landscape, and thoroughly compacting (until 95% relative compaction has been achieved) all trench fills under proposed paving. D. Backfill material shall be an approved soil, free from rocks and clods, sharp objects, debris and trash. 3.3 POLYVINYL CHLORIDE PIPE INSTALLATION: A. Because of the nature of plastic pipe and fittings, exercise caution in handling, loading and storing, to avoid damage. B. The pipe and fittings shall be stored under cover until using, and shall be transported in a vehicle with a bed long enough to allow the length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at any point. C. All pipe that has been dented or damaged shall be discarded unless such dent or damaged section is cut out and pipe rejoined with a coupling. D. Trench depth shall be as specified above from the finish grade to the top of the pipe. The bottom of the trench shall be free of rocks, clods, and other sharp -edged objects. E. All pipe ends and fittings shall be wiped with "MEK" primer, Weld -On P -70 or approved equal, before solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. Remove all burrs and all excess material before fitting and gluing together. F. Pipe shall be snaked from side -to -side of trench bottom to allow for expansion and contraction. G. Center load pipe at 10' intervals with small amount of backfill to prevent arching and slipping under pressure. Leave joints cleanly exposed for site observation during testing. H. No water shall be permitted in the pipe until a period of at least 24 hours has elapsed for solvent weld setting and curing. I. Plastic to brass joints shall be made with MIPT PVC to FIPT brass hand tightened, plus one turn with a strap wrench. J. Plastic to plastic joints shall be solvent -weld, assembled per pipe manufacturer's specifications and using solvent recommended by pipe manufacturer only. 3.4 REMOTE CONTROL WIRING INSTALLATION: A. Control wire sizes and types shall be as shown and as specified herein. B. Provide one control wire and one common ground wire to service each valve in system. Provide 4' minimum expansion loop at each valve to permit removal and maintenance of valves. C. Install all control wires in conduit at least 18" (24" max.) below finish grade and minimum of 4" from any pipe or fittings except at terminal points. D. Install control wires and irrigation pressure piping in common trenches wherever possible. 1. As a part of the work to allow for possible damage to any common or control wire, the Contractor shall run an extra common and two control wires on each leg of mainline from the controller to the farthest RCV on a mainline run. Extra control wires shall be colored orange. 2. All wire splices shall be made with waterproof connectors. 3. Wire splices shall be allowed only on runs of more than 500 feet. Wire splices shall be done according to manufacturer's instructions and placed in a pull box. Splices shall be noted on "As- Built" drawings. G. Numbering and tagging: identify control wires at each automatic valve and at the terminal strips of the controller with corresponding valve station numbers shown on the drawings. Tag wires inside each valve box with Christy Enterprises standard yellow I.D. Tags. Tag wires at the terminal strips with 3M Scotchcode SER wire markers or approved equivalent. Identify spare wires by capping ends with waterproof connectors. Above and tagging with an I.D. Tag marked "SP ". Place in valve box. H. All wire shall be installed inside PVC Schedule 40 conduit. 3.5 REMOTE CONTROL VALVE INSTALLATION: A. Install remote control valves in locations approximately as shown on the drawings, as shown in the detail drawings. Install one valve per valve box, maximum. Do not run other pipes through valve boxes. Valves shall be installed in planted areas, 12" from curbs or paved areas. Never place valves in traffic areas or in pavement. 3.6 VALVE BOX INSTALLATION: A. Install valve boxes as shown in the detail drawings. In no case shall valves inside valve boxes be constricted in any way from proper operability or maintenance. 3.7 SPRINKLER HEAD INSTALLATION: A. Install all sprinkler heads as shown in the detail drawings, and per manufacturer's instructions. B. Nozzle size of all heads shall be adjusted to suit any particular conditions of the area. This shall be done after the system has been thoroughly tested, immediately after written notification by the Landscape Architect to do so. 3.8 QUICK COUPLING VALVE INSTALLATION: A. Install all hose bibs approximately where shown on the plans and as shown on the detailed drawings. Do not locate in paving. 3.9 MAINLINE BALL VALVE INSTALLATION: A. Install ball valves approximately where shown on the plans and as shown on the detailed drawings. Do not locate in paving or in traffic areas. 3.10 ANTI -DRAIN CHECK VALVE INSTALLATION: A. Install anti -drain check valves as shown on detailed drawings, and as directed by manufacturer's instructions. 3.11 CONCRETE FOOTING INSTALLATION: A. Concrete footings shall be placed on 90% minimum compacted or undisturbed subgrade. Construct to shapes specified and parallel to walkways. Tool finish exposed surface and edges. 3.12 FLUSHING OF SYSTEMS: A. After piping and risers are in place, but prior to the installation of the sprinkler heads and lines, a full head of water shall be used to flush out the system. After system is thoroughly flushed, cap all risers. 3.13 CLEAN -UP: A. As project progresses, Contractor shall maintain all areas in a neat manner and remove unsightly debris as necessary. After completion of project, Contractor shall remove all debris and containers used in accomplishing work. Contractor shall sweep and clean all sidewalks, asphalt, and concrete areas, and clean all vertical surfaces affected by his /her work. * ** End of Section ** SECTION 02900 PLANTING PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. The following specifications and standards of the organizations and documents listed in this paragraph form a part of the Specification to the extent required by the references thereto. 1. State of California, Department of Agriculture 2. California Agricultural Code 3. Regulations for Nursery Inspections, Rules and Grading 4. University of California (Division of Agricultural Sciences) 5. Publication: An Annotated Checklist of 4091 Woody Ornamental Plants of California, Oregon and Washington 6. Publication: American Standard for Nursery Stock 7. American Sod Producers Organization 1.2 SUMMARY A. The work shall include furnishing and installing all materials and performing all operations to accomplish all landscape and planting work as shown on the drawings, and specified in these special provisions. B. Included as part of the work of this section, but not necessarily limited by it are the following: 1. Trees 2. Shrubs 3. Groundcovers 4. Lawns 5. Topsoil and soil amendments 6. Fertilizers and mulches 7. Stakes 8. Root Barrier C. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 2 Section "Site Clearing" for topsoil stripping and stockpiling, and site clearing. 2. Division 2 Section "Earthwork" for excavation, filling, rough grading, and subsurface aggregate drainage and drainage backfill. 3. Division 2 Section "Irrigation" 1.3 SPECIAL REQUIREMENTS A. Planting operations shall not begin until such time that the irrigation system is completely operational for the area(s) to be planted, and the irrigation system for that area has been preliminary observed and approved by the Landscape Architect. B. The term "Planting Area" and the symbol "PA" as indicated on the drawings shall mean all areas to be planted with trees, shrubs, vines and groundcovers. C. Actual planting shall be performed during those periods when weather and soil conditions are suitable in accordance with locally accepted horticultural practices. D. All rock and cobble (2" diameter and larger) and other growth or debris accumulated during the duration of the project shall be removed from the site. E. Warning: Several of the fertilizers and chemicals specified in this document and on the drawings are dangerous to humans, animals and the environment. Read all manufacture's warnings and use only as directed. Many of the fertilizers and chemicals cause staining or corrosion on paving and metals. The Contractor shall take special precautions to keep these elements off of paving and metals, and shall thoroughly clean up these surfaces before any moisture of any kind is applied. F. The Contractor shall be responsible for the protection of all planting materials prior to and after installation throughout the course of the work involved for the project and the Maintenance Period. The Contractor shall provide replacement plants as specified herein at his own expense. 1.4 SUBMITTALS 2. Analysis for other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. 3. Label data substantiating that plants, trees, shrubs, and planting materials comply with specified requirements. B. The contractor shall submit lists and samples of the following as described in Division 1 of the specifications: 1. Soil Conditioner (include one -pint sample) 2. Plant Fertilizers 3. Planting Tablets 4. Top Soil 5. Staking Materials (poles and ties) 6. Mulch (include one -pint sample) 7. Gypsum 8. Root Control Barrier 9. Herbicide 10. Landscape Filter Fabric (provide 6" x 6" square sample) 11. Ammonium Sulfate 12. Nursery Sources of all plant material 13. Tree photograph (representative photograph for each tree size and type specified on drawings, taken at the nursery source(s) D. Qualification data for firms and persons specified in the "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and address of architects and owners, and other information specified. E. Material test reports from qualified independent testing agency indicating and interpreting test results relative to compliance of the following materials with requirements indicated. 1. Analysis of existing surface soil. 2. Analysis of imported topsoil. F. Maintenance instructions recommending procedures to be established by Owner for maintenance of landscaping during an entire year. Submit before expiration of required maintenance periods. 1.5 SITE OBSERVATION VISITS A. Site observation visits herein specified shall be made by the Landscape Architect. The contractor shall request the site observation a minimum of (3) three working days in advance of the time the site observation is required. If the contractor schedules a site observation with the Landscape Architect, and in unable to perform the tasks associated with the work to be observed for no other reason than natural causes, the Contractor shall be billed for the time and material required by the Landscape Architect to reschedule and perform an additional site observation at the rate of $100.00 /hour. B. Site Observations will be required for the following parts of the work: 1. Incorporation of the soil conditioner and fertilizer into the soil. The contractors shall provide copies to the Landscape Architect of invoicing for all materials used which clearly indicate the quantities, types and sources for all products purchased to complete work at the time of the site observation. 2. Upon the completion of fine grading and prior to the beginning of planting operations. 3. Approval of plant materials on site 4. Pre - Installation Conference: when trees and shrubs are spotting in place for planting, but prior to the excavation of planting holes. 5. When all planting operations, and all other indicated or specified work except the Maintenance Period has been completed. Acceptance and written approval of work shall granted upon completion of work. The Maintenance Period will begin only after the Landscape Architect has observed the entire scope of work, and written approval has been granted. 6. Final site observation visit shall be conducted at the completion of the (90) continuous calendar days Maintenance Period. The final acceptance of the work will occur only after written approval by the Landscape Architect has been granted. Once final approval is granted, the starting date for the Warranty Period shall begin. C. Acceptance: once the final site observation is completed, the Contractor will be notified in writing whether the work is acceptable and of any requirements that are necessary for the completion and final acceptance of the work. D. The Contractor or his authorized representative shall be on the site at the time of each scheduled site observation visit by the Landscape Architect. 1. Installer's Field Supervision: Require Installer to maintain an experienced full -time supervisor on the Project site during times that landscaping is in progress. B. Testing Agency Qualifications: To qualify for acceptance, an independent testing agency must demonstrate to Architect's satisfaction, based on evaluation of agency- submitted criteria conforming to ASTM E 699, that it has the experience and capability to satisfactorily conduct the testing indicated without delaying the Work. C. Provide quality, size, genus, species, and variety of trees and shrubs indicated, complying with applicable requirements of ANSI Z60.1 "American Standard for Nursery Stock." 1. All plants are subject to inspection and approval by the Architect before planting. All plants found unsuitable in growth or condition or which are not true to name, shall be removed and replaced with acceptable plants at Contractor's expense. D. Soil Analysis: Furnish a soil analysis made by Soil and Plant Laboratory, 1594 N. Main Street, Orange CA 92867, (714) 282 -8777. 1. Specified test for each sample submitted: A05 -2. 2. Collect a minimum of (3) three separate soil samples (one -pint minimum size) from different locations, representative of the project site. Samples shall be taken after rough grading and leaching operations have been completed, but prior to planting. Sample shall be taken to a depth of 6" below grade, document collection location, label and date sample. 3. Report suitability of topsoil for growth of applicable planting material. State recommended quantities of nitrogen, phosphorus, and potash nutrients and any limestone, aluminum sulfate, or other soil amendments to be added to produce a satisfactory topsoil. 4. The results of the soils testing shall be made available for review by the Landscape Architect for any modifications to the specified soil preparation prior to the beginning of such work. E. Measurements: Measure trees and shrubs according to ANSI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches above ground for trees up to 4 -inch caliper size, and 12 inches above ground for larger sizes. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip -to -tip. F. Preinstallation Conference: Conduct conference at Project site to comply with requirements of Division 1 Section "Project Meetings." 1.7 DELIVERY, STORAGE, AND HANDLING A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. B. Trees and Shrubs: Deliver established trees and shrubs. Do not prune before delivery, except as approved by Landscape Architect. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy natural shape. Provide protective covering during delivery. Do not drop trees and shrubs during delivery. C. Deliver trees, shrubs, ground covers, and plants after preparations for planting have been completed and install immediately. If planting is delayed more than 6 hours after delivery, set planting materials in shade, protect from weather and mechanical damage, and keep roots moist. 1. Do not remove container -grown stock from containers before time of planting. 2. Water trees and shrubs stored on site as often as necessary to maintain root systems in a moist condition. A. Product certificates signed by manufacturers certifying that their products 1.6 QUALITY ASSURANCE . comply with specified requirements. SAN DIEGUITO WATER DISTRICT A. Installer Qualifications: Engage an experienced Installer who has HALE ENGINEERING 1. Manufacturer's certified analysis for standard products. completed landscaping and irrigation work similar in material, design, and extent to that indicated for this Project and with a record of successful A CALIFORNIA CORPORATION landscape establishment. MW PELTZ + ASSOCIATES CIVIL ENGINEERING SURVEYING LAND PLANNING LANDSCAPE ARCHITECTURE REVIEWED BY DATE: SOLANA BEACH, CALIFORNIA 7840 CONVOY COURT (858) 715 -1420 858.481.0888 / RLA 2010 SAN DIEGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY I DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 7�! .( BENCHMARK: OC -0140 PLANS PREPARED UNDER SUPERVISION OF RECOMME APPROVED LANDSCAPE AND IRRIGATION SPECIFICATIONS FOR: 7729 -I DESCRIPTION: BRASS DISC STAMPED OC -140 HORIZONTAL OF BY: NCTD PARKING LOT LS -2 2010 LOCATION: NORTHEASTERLY CORNER OF DATE: RAILROAD BRIDGE ABUTMENT AT INT. BY: OF AT&SF RR & ENCINITAS BLVD. VERTICAL R.L.A. NO. LEROY DAS RCE 22312 PETER COTA ROBLES, RCE 176 A.P.N. 258 - 190 -27 ELEVATION: 77.489 FEET DATUM: S.D.000NTY MIC AEL PEL EXP. 8/31/11 DATE: ISeo DATE: WORK PROJECT NO. SHEET 24 OF 28 G7 r- 0 M O O Z O 1.8 QUANTITIES AND DIMENSIONS A. Quantities for plant materials are shown for convenience only, and are not guaranteed. Check and verify the count and spacing indicated on the drawings and supply sufficient number of plants and materials to fulfill the design intent of the drawings. Certify any clarifications with the Landscape Architect. B. All scaled dimensions are approximate. Before proceeding with any work, carefully check and verify all dimensions and immediately inform the Landscape Architect of any discrepancy between the drawings and /or the specifications and the actual conditions. 1.9 REJECTION AND SUBSTITUTION A. All plants not conforming to the requirements herein specified and on the drawings shall be considered defective, and such plants, whether in place or not shall be marked as rejected and immediately removed from the site and replaced with acceptable plant material. The plants shall be of the species, variety, flower and foliage color, form, age and condition as specified herein and /or as indicated in the drawings Under no condition will there be allowed any substitution of plant species, variety or reduction in plant sizes for those plants that are listed on the accompanying drawings, except with the written consent of the Landscape Architect. B. The Contractor shall notify the Landscape Architect of the nursery source of all trees a minimum of 30 days prior to the beginning of planting operations. At such time, the Contractor shall provide a representative photograph from the nursery for each size and type of tree to be planted on the project. The photographs are for preliminary approval only, and all plant material (including trees) is subject to rejection on site by the Landscape Architect. C. If the delivered trees, shrubs, vines, groundcovers or sod delivered to the project site do not meet the approval of the Landscape Architect, the Contractor shall be responsible for locating additional sources of plant material. 1. The contract price for the project shall not change due to rejected plant material. 2. The Contractor shall make all necessary financial arrangements or purchase orders to reserve the trees specifically for this project. D. Prior to planting, all plant material shall be made available to the Landscape Architect for review during one of the scheduled Site Observation Visits. At this time, all plant material shall be divided into groups by species and size and placed in a protected area on site. One plant for every twenty supplied shall be tagged by the nursery displaying clearly displaying the botanical and common name of the species on weatherproof labels attached to the plant. E. The Landscape Architect reserves the right to refuse any plant material based on, but not limited to, the following: 1. Damage during delivery. 2. Disease and /or insect infestation or damage. 3. Undersized plant material per Planting Legend specification. 4. Plants that are root bound in container. 5. Stressed or unhealthy looking foliage. 6. Improperly labeled or incorrect species or variety of plant specified. 7. Pruned prior to delivery. F. All deciduous plant material that is delivered to the project site during the plant's dormant period (out of leaf) will be conditionally approved until such time that the plant can be re- inspected when in the leaves are present. 1.10 PROJECT CONDITIONS A. Utilities: Determine location of above grade and underground utilities and perform work in a manner which will avoid damage. Hand excavate, as required. Maintain grade stakes until removal is mutually agreed upon by parties concerned. 1. In the event of a conflict between utilities (above and /or below grade) and proposed plant locations per plan, notify the Landscape Architect immediately. A determination shall be made for the relocation of one of the items on conflict with the other. The Contractor assumes all responsibility for making any and all repairs for damages resulting from work as herein specified. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify Landscape Architect before planting. C. Existing Planting and Irrigation: Where noted on the drawings, the Contractor shall protect in place all existing plant material and irrigation equipment. 2. The Contractor shall repair and /or replace existing irrigation systems that are noted to remain in place and are damaged or destroyed by work associated with the project. The Contractor shall provide 100% irrigation coverage over all planted areas. 3. The Contractor shall maintain irrigation water as required by re- routing existing mainlines, providing new mainlines, valves and /or lateral lines to those areas of landscape that are noted on the plans to remain and protect in place. At no time shall an existing planting area go without irrigation water that would exceed the time period between the regularly scheduled watering. 4. Upon written approval of the Landscape Architect, the Contractor may hand -water existing plant material that is scheduled to remain and protect in place, in the event that the irrigation water supply is temporarily unavailable. 1.11 GRADING AND SOIL PREPARATION A. Rough grades shall be the grades as established by work as shown on the Civil Engineers drawings. B. The term "Finished Grade" as used therewithin and on the drawings shall be the topsoil rough graded elevation, plus an allowance for soil conditioning and minus an allowance for settling. 1. Finished grades for all planter areas to receive wood bark mulch shall be set 2" below all adjacent hardscape to allow for placing of mulch. 2. Finished grades in all planter areas shall be sloped to drain as indicated on the Civil Engineering drawings. C. Grading and soil preparation work shall be performed only during the period when beneficial results may be obtained. If the moisture level of the soil should reach the point where the work associated with grading operations would destroy the soil structure, all grading work shall be suspended until such a time that the moister content is either increased or decreased to acceptable levels and desirable results from work are predicable. D. Adequately stake, barricade, and protect all irrigation equipment, manholes, utility lines and other existing hazards, obstacles or property that are scheduled to remain during all phases of the soil amending, planting and grading operations. E. Methods of finish grading and the equipment used shall be at the option of the Contractor, provided that the methods and equipment used do not endanger life, safety or welfare, delay the work, or cause unsatisfactory work. 1.12 COORDINATION AND SCHEDULING A. Coordinate delivery and installation of planting materials to correspond with favorable weather conditions. Do not plant during muddy field conditions. 1.13 WARRANTY A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. B. Special Warranty: Warrant the following living planting materials for a period of one year after the completion of the 90 -day Maintenance Period, against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, abnormal weather conditions unusual for warranty period, or incidents that are beyond Contractor's control. 1. Trees. C. Special Warranty: Warrant the following living planting materials for a period of 90 -days after the completion of the 90 -day Maintenance Period, against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, abnormal weather conditions unusual for warranty period, or incidents that are beyond Contractor's control. 1. Shrubs. 2. Vines. 3. Groundcovers. D. Remove and replace dead planting materials within 14 days, unless required to plant in the succeeding planting season. E. Replace planting materials that are more than 25 percent dead or in an unhealthy condition at end of warranty period. F. Plants used for replacement shall be the same kind and size as specified 1. The Contractor shall replace any damaged or destroyed landscape that in the planting legend and on the drawings. They shall be furnished, planted is noted to remain to the satisfaction of the Landscape Architect. The and fertilized as originally specified. replacement plant material shall be of exact kind and of comparable size. SAN DIEGUITO WATER DISTRICT HALE ENGINEERING 1.14 TREE AND SHRUB MAINTENANCE A. Maintain trees and shrubs by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, tightening and repairing stakes, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray as required to keep trees and shrubs free of insects and disease. Restore or replace damaged tree wrappings. Maintain trees and shrubs for the following period: 1. Maintenance Period: (90) consecutive calendar days following Final Acceptance. A. Post Plant Fertilization: At end of the 90 day maintenance period, and every 120 days thereafter, apply at a rate of 6 lbs. /1,000 sq . ft. B. Hand wash as required to remove construction debris such as stucco, paint or mud that has been sprayed or splashed on the surfaces of any plant material. 1.15 GROUND COVER AND PLANTER AREA MAINTENANCE A. Maintain all planter areas clear and free of all trash and construction debris resulting from any work associated with the project. B. Post Plant Fertilization: At end of the 90 day maintenance period, and every 120 days thereafter, apply at a rate of 6 lbs. /1,000 sq . ft. C. Hand wash as required to remove construction debris such as stucco, paint or mud that has been sprayed or splashed on the surfaces of any plant material. D. Top dress all areas of mulch that have been disturbed or damaged by work associated with the project, including debris caused by spraying or splashing stucco and paint. E. Maintain ground cover and plants by watering, weeding, fertilizing, and other operations as required to establish healthy, viable plantings for the following period: 1. Maintenance Period: (90) consecutive calendar days following Final Acceptance. PART 2- PRODUCTS 2.1 GENERAL A. All materials shall be of standard, approved, and first grade quality and shall be in prime condition when installed and accepted. All commercially processed or packaged material shall be delivered to the site in the original unopened containers bearing the manufacturer's guaranteed analysis and certification. 2.2 SOIL AMENDMENTS AND FERTILIZER A. Soil Conditioner: Shall be "Plants Choice ", "Loamex ", "Forest Humus ", or approved equal. B. Fertilizer for Planting Areas: Shall be (6- 20 -20) granular fertilizer "Best" or approved equal. C. Fertilizer for Backfill Mix: Shall be "Gro -Power Plus" or approved equal, (no known equal). D. Fertilizer Planting Tablets: Shall be "Gro- Power" (12 -8 -8) or approved equal (no known equal). 7 -gram planting tablets for ground cover and 21 -gram tablets for shrubs, vines and trees. E. Post -plant Fertilizer: Shall be (16 -6 -8) granular fertilizer by "Best" or approved equal. F. Gypsum: Shall be "Soil Buster" palletized gypsum by "Best" or approved equal. G. Sand: Shall be washed, free from clay balls and organic matter, mortar sand. H. Soil Sulfur: Shall be 98% elemental sulfur. I. Ammonium Sulfate: Shall be (21 -0 -0) general grade by "Best" or approved equal. J. Water: Potable. 2.3 BACKFILL MIX A. Planting Backfill Mix for shrubs shall be accurately measured and thoroughly mixed and shall consist of the following ingredients: 5 parts by volume soil (excavated from plant pit) 1 part by volume soil conditioner (within upper 12" of soil) 15 pounds Gro Power Plus per cubic yard of mix 2 pounds of gypsum per cubic yard of mix 2 pound iron sulfate per cubic yard of mix 2.4 TOPSOIL A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, 4 percent organic material minimum, free of stones 1 inch or larger in any dimension, and other extraneous materials harmful to plant growth. 1. Topsoil Source: Reuse surface soil stockpiled on the site. Verify suitability of surface soil to produce topsoil meeting requirements and amend when necessary. Supplement with imported topsoil when quantities are insufficient. Clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous materials harmful to plant growth. 2.5 PLANT MATERIAL A. Nomenclature: The scientific and common names of plants herein specified conform with the approved names given in "A Checklist of Woody Ornamental Plants of California ", published by the University of California, College of Agriculture, Publication 4091 (1979). See list of plant material on drawings B. Container stock (1 gal, 5 gal., 15 gal. and boxes) shall have grown in containers for at least six months, but not over two years. No container plants that have cracked or broken balls of earth, when taken from the container, shall be planted, except upon special approval. No trees with damaged roots or broken balls shall be planted. C. Pruning shall not be done, prior to delivery or after installation, except by written approval by the Landscape Architect. D. Inspection of Plant Materials, required by City, County or State authorities, shall be a responsibility of the Contractor, and where necessary he shall secure permits or certifications prior to delivery of plants to site. E. Plants shall be subject to approval or rejection, at the project site at any time before or during progress of work, for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the project site immediately. F. Substitutions will not be permitted except that if proof is submitted that any plant specified is not obtainable. At which time the contractor will notify the Landscape Architect of at least three different nurseries that have been contacted in search of the plant material that is noted as unobtainable. The Landscape Architect has the option to suggest additional sources or brokers to obtain the plant material or provide an alternative plant for substitution. G. Quantities shall be furnished as needed to complete work shown on drawings. H. The Landscape Architect reserves the right to check root condition of any species, particularly those grown from seed, and if found defective, to reject all of the plants in the lot represented by the defective sample. 1. Identify plant species or varieties correctly on legible, weatherproof labels attached securely to the plant material. There shall be a minimum of one labeled plant for each 25 plants in a lot. J. Groundcover plants shall be healthy, vigorous rooted cuttings grown in flats or containers until transplanting. 2.6 MULCHES A. Wood Bark Mulch shall be "Earthwise Ecobark" by A.J. Ecology Industries, Inc. Phone: (760) 744 -0942, or equal. Provide sample. 2.7 STAKES AND TIES A. Staking: Stakes shall be of lodgepole pine and shall be straight shafts, shaved and cut clean and bare of branches and stubs, free of loose knots, splits or bends, of uniform thickness and with a minimum diameter of 2 inches,. Stakes shall be no less than ten (10) feet in length. B. Tree ties shall be V.I.T. Cinch -Tie or approved equal. C. Hose Chafing Guard: Reinforced rubber or plastic hose at least ' /z inch in diameter, black, cut to lengths required to protect tree trunks from damage D. Flags: Standard surveyor's plastic flagging tape, white, 6 inches long. 2.8 ROOT CONTROL BARRIER A. Root Control Barrier shall be high impact black polypropylene, minimum 0.080 -inch thickness, formed with root deflectors /ribs. Barrier shall be eighteen inches deep linear style root control barrier. Panel ends shall be locking. "Deep Root Universal Barrier" (Linear) UB18 -2 or approved equal. 2.9 FILTER FABRIC A. 5 -ounce minimum thickness woven black polypropylene landscape filter fabric: water permeable (min. 12 gal /min /SF), UV stabilizer (min. 5 -year guarantee), burst (psi) 225 and puncture (Ibs.) 60. For use as weed control. Provide sample. 2.10 HERBICIDE 2.11 JUTE MESH A. Jute Mesh shall be 100% biodegradable, made from natural, unbleached or undyed woven fibers with openings no larger than 1" in any direction. Acme Bag Company, 2528 Main St., Chula Vista, CA 91911, 1- (800)275 -2263, or approved equal. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive landscaping for compliance with requirements and for conditions affecting performance of work of this Section. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING A. After the areas have been graded, the surface soil to be planted shall be ripped to a depth of 9 ". Upon completion of the soil rip, the following rates of soil conditioner and amendment materials shall be evenly spread over all planting areas and shall be thoroughly scarified to an average depth of six (6) inches by rototilling a minimum of two (2) alternating passes. 1. Gypsum: 75 lbs. per 1,000 sq. ft. 2. Soil Conditioner: 6 cu. yd. per 1,000 sq. ft. 3. Soil Sulfur: 20 Ibs per 1,000 sq. ft. Irrigate thoroughly after application, with 5 to 6 inches of good quality potable water over entire area using intermittent ponding. Runoff will not be acceptable. After the irrigation period and once the moisture content of the soil as recessed and reached an optimum level, continue by applying: 3. Pre -Plant Fertilizer for Planting Areas at a rate of 20 Ibs /1000 sq. ft. Rototill to a depth of 6 inches and irrigate thoroughly after application, with 2 to 4 inches of water using intermittent ponding as described above, continue as required: 4. Top Soil: Rate as required to meet the grades established on the civil engineer's drawings. B. Rate of application is for bidding purposes only. Soil test may reduce or increase total soil amendment yardage. Adjustments may be necessary. Contractor shall obtain a soil test from the laboratory specified hereinbefore of final grade at site and submit results to Landscape Architect for interpretation and recommendation. The Contractor shall submit a binding unit price for each itemized soil amendment that will be used to determine changes to the contract amount in the event of modifications to rates of applications as specified herein. C. The thoroughness and completeness of the rototilling and incorporation of the soil conditioners /amendments shall be subject to approval by the Landscape Architect, as noted per required site observation visit. D. Clearing and Grubbing: All existing weed growth in areas to be planted with trees, shrubs, or groundcover shall be sprayed with specified herbicide, and then grubbed to full depth of roots, raked, and cleared from site. The ground surface shall be cleared of all material which accumulated during construction and all material which might hinder proper fine grading, tillage, planting and subsequent maintenance operations. Herbicide shall be applied conforming to manufacturer's written recommendations and safe guards. Apply herbicide only as required and as approved by the Landscape Architect. 3.3 PLANTING BACKFILL A. Before mixing, clean soil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. B. The top 12" of planting backfill shall be a thoroughly blended mixture of excavated soil from the planting pits and soil amendments: On -Soil 75% Gypsum 2 Ibs. /cu. yd. Fertilizer for Backfill 15 Ibs. /cu. yd. C. For tree pit backfill, mix planting soil before backfilling and stockpile at site. � r MW PELTZ +ASSOCIATES CIVIL ENGINEERING SURVEYING LAND PLANNING A. Herbicide for removal of Bermuda grasses, broadleaf weeds and all other LANDSCAPE ARCHITECTURE ° REVIEWED BY DATE: 7840 COtWOY COURT (858) 715 -1420 weed varieties, an approved, environmental safe herbicide such as SOLANA BEACH, CALIFORNIA � SAN DIEGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED "Roundup," as manufactured by Monsanto, or equal, (No Known Equal). 858.487.0888 / RLA 2010 � REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. ° ?S BENCHMARK: OC -0140 PLANS PREPARED UNDER SUPERVISION OF RECOMME D APPROVED LANDSCAPE AND IRRIGATION SPECIFICATIONS FOR: 7729 -I d DESCRIPTION: BRASS DISC STAMPED OC -140 LOCATION: NORTHEASTERLY CORNER OF RAILROAD BRIDGE ABUTMENT AT INT. HORIZONTAL /y "`�` Ate' "- � � BY: BY: NCTD PARKING LOT LS -3 ° OF AT&SF RR & ENCINITAS BLVD. VERTICAL R.L.A. N0. 2010 LEROY DAS RCE 22312 PETER COTA ROBLES, RCE 52176 A.P.N. 258 - 190 -27 Z ELEVATION: 77.489 FEET DATUM: S.D.000NTY MICHAE W. PE EXP. 8/31/11 DATE: � IS�o DATE: 1 /�� WORK PROJECT N0. 0] 0 SHEET 25 OF 28 � r D. For planting beds for groundcovers and lawns, apply soil amendments to surface of topsoil and thoroughly rototill entire planter area as described in Section 3.2 SOIL CONDITIONING, FERTILIZATION AND ROTOTILLING before planting. 3.4 DEEP WATERING A. After complete installation and testing of the Irrigation system, all areas shall be deep watered and compacted and settled by continuous application of irrigation water until the soil is moist to a minimum depth of 8 ". B. Care shall be taken that the rate of application of water does not cause erosion or sluffing of soils. C. All depressions, voids, erosion scars and settled trenches generated by the deep watering shall be filled with conditioned topsoil and brought to finish grade. 3.5 FINISH GRADING A. Finish grades shall be 2" below the grades as shown on the civil engineer's drawings. B. Finish grades shall be measured as the final water compacted and settled surface grades. C. Molding and rounding of the grades shall be provided at all changes in slope. D. All undulations and irregularities in the planting surfaces resulting from tillage, rototilling and all other operations shall be leveled and floated out before planting operations are initiated. E. The Contractor shall take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, and other underground utilities during his grading and conditioning operations. F. Final finish grades shall insure positive drainage of the site with all surface drainage away from buildings, walls, and toward roadways, drains and catch basins. G. Final grades shall be acceptable to the Landscape Architect before planting operations will be allowed to begin. H. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage to drain inlet. 1. Final work shall include the removal of watering basins prior to planting groundcover and shaping of planting area to a smooth surface. 3.6 PREPARATION FOR PLANTING A. Before removing plants from containers or boxes, lay out individual tree and shrub and groundcover locations as illustrated in the drawings. Stake locations, outline areas, and secure the Architect's acceptance before the start of planting work. Make adjustments as may be required. B. All such locations shall be checked for possible interference with existing underground piping, prior to excavation of holes. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for the planting may be selected by the Landscape Architect. Damage to existing utilities shall be the responsibility of the Contractor. 3.7 ROOT CONTROL BARRIERS A. All trees, except palm trees, shall be installed with root control barriers as noted herein. Barrier shall be contiguous to adjacent paving, curb /mow curb, wall footings, reinforced turf paving, fence, etc. and shall extend along the object for (6) six feet from the center of the tree trunk, in both directions, if the tree is (10) ten feet or closer to the object. Do not encircle tree. 3.8 JUTE MESH A. Remove all rocks (2" size and larger) and debris from the entire surface to receive jute mesh. As required, fine grade the slope to provide a uniform surface upon which to place the jute mesh. B. Distribute the jute mesh over the surface of the slope. Jute mesh shall be in direct contact with the surface of the soil. Eliminate any voids between the surface of the soil and the underside of the jute mesh as required by fine grading. C. Where (2) or more edges or ends of jute mesh meet, provide a six inch (6 ") overlap of material. D. Secure jute mesh in place on the slope and at overlaps in material as required with staples (1" x 6" x 11 gauge wire). 3.9 PLANTING TREES, SHRUBS, AND VINES AND GROUNDCOVERS A. Planting holes shall be of size as shown on the drawings. B. Excavation shall include the stripping and stacking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds Protect all areas that are to be trucked over and upon which soil is to be temporarily stacked pending its re -use for the fillings of holes, pits and beds. C. Excess soil, generated from the planting holes shall be removed from the site, or distributed thereon with, and only with, approval of the Landscape Architect. D. All used containers shall be removed to the storage area or from the site E. The plants shall be planted at approved locations with the heretofore specified soil conditioners, fertilizers and soil planting backfill. F. Irrigate each planter pit and allow water to settle to the depth of the rootball prior to the placement of the plants inside of the planter pit. After setting the plants, the remaining backfill material shall be carefully tamped and settled around the plant rootball to fill all voids. G. Each tree, vine and shrub shall be placed in the center of the hole and shall be set plumb and held rigidly in position until the planting backfill has been tamped from around each root ball. H. All plants shall be set at such a level that after settling they bear the same relationship to the surrounding finish grade as they bore to the soil line grade in the container. I. Planting tablets shall be placed in each planter pit as illustrated in the drawings at the following rates: One 7 gram tablet per flat plant. One 21 gram tablet per 1 gallon container. Two 21 gram tablets per 5 gallon container. Four 21 gram tablets per 15 gallon container. One 21 gram tablet per each 4 inch of box or ball size. J. Drainage: 1. Provide stand pipe drain for all trees as detailed and noted in the drawings. 2. Notify Landscape Architect if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. K. No plant will be accepted if the rootball is broken or cracked, either before, during or after the process of installation. L. All plants shall be thoroughly watered into the full depth of each plant hole immediately after planting. M. All trees, 24" box, and smaller shall be staked with wood stake(s) or guyed (as indicated on drawings), driven into the ground on the windward side and leeward side of the tree. The stakes shall be driven in plumb and secure. Special care shall be taken that the driving in of the stake does not damage the tree roots or root ball. Tree ties shall be fastened to each tree and stake by looping figure 8's with the inside diameter of the tie at 2 or 3 times the diameter of the tree and by tacking the back of the tie to the stake. See detailed Drawings. N. The staking shall be accomplished in such a manner as to insure the proper and healthy growth and the safety of the plants, property, and the public. 0. Pruning after planting may be required on all trees, shrubs and vines when necessary to provide the specified or approved standard shapes, form and /or sizes characteristic to each plant. Pruning may include thinning, topping, and /or cutting and shall be under the direction of the Landscape Architect. 3.10 INITIAL WATERING A. Thoroughly water all trees, shrubs, groundcover and lawns after installation. 3.11 MULCHING A. Mulch backfilled surfaces of pits, trenches, planted areas, and other areas indicated. 1. Thickness: (2) two inches (min.) 3.12 POST FERTILIZATION A. Post Fertilization for all areas shall occur 45 days after planting and on the day of the final site observation prior to the scheduled start time at a rate of 5 lbs. per 1,000 sq. ft. 3.13 CLEANUP AND PROTECTION A. During landscaping, keep pavements clean and work area in an orderly condition. B. Protect landscaping from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. C. After completion of project, Contractor shall remove all debris and containers used in accomplishing work A. k. All planter areas shall be clear and free of trash and construction debris, all voids and holes in the finished grade shall be filled as required, mulched areas shall be evenly spread with at least 2" of cover, and all weeds shall be removed. He shall sweep and clean all sidewalks, asphalt, and concrete areas adjacent to plantings and all areas involved with his work, leaving a clean, orderly project site to the Landscape Architect's satisfaction. Any staining of concrete asphalt, concrete block or other surfaces caused by the execution of the work of this section shall be removed to the Landscape Architect's satisfaction. All existing improvements shall be returned to their original condition and appearance. 3.16 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of it off the Owner's property. * *END OF SECTION ** a 0 00 0 0 IBC SAN DIEGUITO WATER DISTRICT HALE ENGINEERING M 9, id A CALIFORNIA CORPORATION MW PELTZ + ASSOCIATES CIVIL ENGINEERING SURVEYING LAND PLANNING LANDSCAPE ARCHITECTURE 7840 CONVOY COURT (858) 715 -1420 SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 REVIEWED BY DAIS: SAN DIEGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. t' 62%1-aM BENCHMARK: OC -0140 PLANS PREPA ED UNDER SUPERVISION OF RECOMMEN D APPR VED LANDSCAPE AND IRRIGATION SPECIFICATIONS FOR: 7729 -1 DESCRIPTION: BRASS DISC STAMPED OC -140 LOCATION: NORTHEASTERLY CORNER OF RAILROAD BRIDGE ABUTMENT AT INT. HORIZONTAL DAB' AO , BY: - BY; NCTD PARKING LOT LS -4 OF AT&SF RR & ENCINITAS BLVD. VERTICAL R.L.A. N0. 2010 LEROY DA RCE 22312 PETER COTA ROBLES, RCE 52176 A.P.N. 258 - 190 -27 ELEVATION: 77.489 FEET DATUM: S.D.000NTY PEL EXP. 8/31/11 DATE: DATE: h %tD WORK PROJECT NO. SHEET 26 OF 28 0 00 0 0 IBC - CL I/�\ IT L5 J A I W W ir I W I I Mk'r T SCALE. 1" _ 20' �LT H � 1� n EXISTING 250W EtT LIGHT CA TV RISER b 3 DRINY W S T W Isis Q SIGNI W X CAUTION EXISTING 12" H.P. GAS LINE THE GAS COMPANY (714)643 -3198 EXISTING 250W + + STREET LIGHT +++ VULCAN AVENUE IT it— — — — — — — — W WI W W — W W W W— W W S Ws s 2 PROPOSED RETAINING WALL 2 T++ T T T T T T T T IQ RM A BERM g P Vo' ° ° - ` \ B BROKEN G G 0 AC DIW G G G C • • POO ® • • \ \ _ — - -- _ -- — — -- ® ® ,, - - - - - -- - - - -- - - -— - - - - -- — W s o T G A _ 1 3 2 1 A 3 A 1 ��v A f� /4 �_..1 S'mTCH SE '-i-1 EXISTING METER FOR RAILROAD SIGNALS EH" m FHH — �PP • SWIT7M l " crap SW TCH` -- F i SDNR MAIN CONSTRUCTION NOTES OFURNISH AND INSTALL COMMERCIAL METER PEDESTAL (0 -200 AMPS) PER DETAIL #692 OF SDG &E SERVICE STANDARDS & GUIDE. - COORDINATE EXACT LOCATION WITH CITY INSPECTOR SEE E -2 FOR WIRING DIAGRAM. PROPOSED RETAINING WALL —77 n _ n _o _____________ o c 0 0 0 0 O p O o 00 O o _ n 4 n of it II I V SCALEe 1" = 20' LEGEND SYMBOL {� LOCATE POLE 4 FEET BEHIND CURB. `i I AU ION PARKING LIGHTS ................ EXISTING 12" H.P. GAS LINE 30 LOCATE POLE FOUNDATION 2 FEET BEHIND CURB. FURNISH AND THE GAS COMPANY (714)643 -3198 INSTALL 120V, 15A GFI DUAL PLUG WITH LOCKING COVER PER CITY VULCAN AVENUE STREET LIGHTS .. . _ _ ° B ENGINEER. a-- — — - — — 4 CONDUIT AND PULL ROPE PROVIDED FOR FUTURE PARKING — F�-- w w w w LANDSCAPE LIGHTS ............. ° ° © LOT EXPANSION. s s -- s s 5 CONTRACTOR TO COORDINATE WITH SDG &E FOR CONNECTION TO SP LOCATED PROPOSED RETAINING WALL NO. 5 PULL BOX ° ... • . ° .. • .. ° ° • • ® IN THE EXISTING PULL BOX AT THE CURB RETURN (BETWEEN PEDESTRIAN T T T — RAMPS) AT "E" STREET & VULCAN AVENUE. INSTALL 1 -2" ELECTRICAL SERVICE CONDUIT AND PULL ROPE WITH 36" OF COVER PER SDG &E'S REQUIREMENTS. ° SIGN 77- SIGN NO. 6 PULL BOX ` ...... ° ° " .... . Q G r CONSTRUCTION NOTE • .... • .... • ..... O CONDUIT AND CONDUCTORS � 5 4 FUTURE PARKING LOT CONDUIT RUN ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° / 12" SCHEDULE 40 PVC CONDUIT, 3- #8 (LIGHTING), Z 1 EXPANSION 20 CI 20 ao ee Al #8 (GROUND) _ A 3 ZL2 11 SCHEDULE 40 PVC CONDUIT, 3- #10 (LIGHTING), 1- #10 (GROUND) SCALE 1" = 20` u Q 2 SCHEDULE 40 PVC CONDUIT, 2- #10 (LIGHTING), � yl Q90- ESSroy /^� 1- #i0 (GROUND) -- \ SIGNAL LIGHT 2" SCHEDULE 40 PVC CONDUIT, 3- #10 (LIGHTING), _ g RICE TRAFFIC AND TRANSPORTATION ENGINEERINGA° RHC No. sast2 1- #10 (GROUND) 9255 DILLON DRIVE, LA MESA. CA. 91941 RC Up. 9-30-11 " tel. 589 -9151 fox 589 -9209 DATE, * .* 2" SCHEDULE 40 PVC CONDUIT, PULL ROPE PROPOSED RETAINING WALL 1/08/10 �qT cIVS� Q� RICHARD H. CRAFTS R.C.E. 34512 JOB NO•: OF i,FO REgSTRATIfNd E?�IRES: 9 -30®11 18800 DESIGN D BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY O E= E N C I N I TA S ENGINEERING DEPARTMENT DRAWING L •tj BENCHMARK: oC -0140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEN D APPROVED SITE ELECTRICAL PLAN FOR: DESCRIPTION: BRASS DISC STAMPED DC -1T^. R f f HORIZONTAL , ® =20 ®ATE BY: 1 Y �T D PARKING LOT _ LOCATION: NORTHEASTERLY CORNER OF gya RAILROAD BRIDGE ABUTMENT AT INT. OF ATBeSF RR 8e ENCNITAS BLVD. VERTICAL 1 " =20' R.C.E. N0. 3452 LEROY BOD R' 22312 PETER COTA 11015115. RCE 52178 RICHARD H. CR40KIS EXP. 9 /3O /11 DATE: / Z5 /O DATE /1d WORK PROJECT No. SHEET 27 OF 28 ELEVATION: 77.489 FEET DATUM: S.D.00ONTY 1- W Cc U) LL W TFI E C / 3 T a W J G W s- 50 T ° K { W S T J !�JME oil W co 1 1w I Q n O vO ^ o O p ° o 0 o o 0 p o 0 00 o o. p o -on o, t O n 0 0 v �W s TFI E C / 3 T a W J G W s- 50 T ° K { W S T J !�JME oil W co 1 1w I Q n O vO ^ o O p ° o 0 o o 0 p o 0 00 o o. p o -on o, t O n 0 0 v AS-BUILT