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8252GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE GEOTECHNICAL REPORT TITLED "FOUNDATION REPORT, RETAINING WALL, ENCINITAS BOULEVARD SAFE ROUTES TO SCHOOL IMPROVEMENTS, ENCINITAS, CALIFORNIA" PREPARED BY EARTH MECHANICS, INC. DATED OCTOBER 31, 2013, AND UPDATE DATED JANUARY 24, 2014, PROJECT #13 -141 SHALL BE CONSIDERED AS A PART OF THIS IMPROVEMENT PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 5. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 6. 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. 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 8 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. 9. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 10. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 11. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION 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. 12. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF 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 SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 13, THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 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 - ESD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760) - 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 -227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 F. CABLE TV - TIME WARNER - (858) -414 -7543 2. 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. DIG�L RT CALL TOLL FREE 1- 800 - 227 -2600 2 Working Days Before You Dig CHANGE NO. IF THIS. BAR DOES NOT MEASURE V Q 2 3 4 THEN. DRAWING IS NOT TO SCALE PLANS FOR THE CONSTRUCTION OF ENCINITAS BOULEVARD SAFE ROUTES TO SCHOOL IMPROVEMENTS -O .y n T n IN THE CITY OF ENCINITAS J w o: 0 zl U w 0 O a m SANTA FE DR. ENCINITAS 0 z BIRMINGHAM DRIVE w O n 5 5� Rq tiTq�yo �F PROJECT LOCATION ENCINITAS, CALIFORNIA 92024 AREA INTERSECTION 1 ENCINITAS BOULEVARD & SEEMAN DRIVE 2 BALOUR DRIVE & SAN ABELLA DRIVE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760) 633-2778,24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. � pAi0FES90�q! SIGNATURE: r f" "�' "= DATE: 4/2312014 Fyc KIRK F. BRADB W� KIRK F. BRADBURY F QUALITY INFRASTRUCTURE CORPORATION No. 52099 7777 ALVARADO ROAD, SUITE 606, LA MESA, CA 91942 Exp. 12/31 14 (619) 741 -9400 3? CIVIL RCE EXPIRES DECEMBER 31, 2014 9TF OF ChO BENCHMARK STATION No. 1031 (ENC -31). 2.5" CITY OF ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. 7322" IN THE NORTHEAST CORNER OF DRAINAGE BOX ON THE NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION: 180.850' DATUM: NGVD29 - RECORD OF SURVEY 18416 SCALE HORIZONTAL: NONE VERTICAL: NONE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE, IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES: A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE, STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING: CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED, NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET AND GENERAL NOTES 2 TYPICAL SECTIONS FOR ENCINITAS BOULEVARD 3 TYPICAL SECTION FOR BALOUR DRIVE 4 IMPROVEMENT PLAN FOR ENCINITAS BOULEVARD STA 63 +75 TO STA 68 +75 5 IMPROVEMENT PLAN FOR ENCINITAS BOULEVARD STA 68 +75 TO STA 73 +50 6 IMPROVEMENT PLAN FOR BALOUR DRIVE 7 NON - CONTIGUOUS SIDEWALK HORIZONTAL CONTROL 8 CURB RETURN DETAILS 9 ENCINITAS BOULEVARD RETAINING WALL PLAN 10 RETAINING WALL DETAILS 11 STAGE CONSTRUCTION FOR ENCINITAS BOULEVARD 12 EROSION CONTROL PLAN 13 IRRIGATION PLANS 14 IRRIGATION PLANS 15 IRRIGATION PLANS 16 IRRIGATION DETAILS 17 IRRIGATION DETAILS ASmSUILT 18 PLANTING PLAN 19 PLANTING PLAN 20 PLANTING PLAN 21 PLANTING DETAILS PLANS PREPARED UNDER SUPERVISION OF ENGINEER: DATE: 4/23/2014 IRK F. BRADBUR R.C.E. NO. 52099 EXP: 12/3112014 APPROVALS RECOMMENDED __ � APPROV BY:� 'Ike- BY: EDWARD DEANE, RCE 48971 GLENN PRUIM, RCE 51274 DATE: 1412XI14 DATE: VI-191141 WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING DOCUMENTS: 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (SEPTEMBER 2012) 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( -GREEN BOOK -) (2012) 3. WATER AGENCY STANDARDS (NOVEMBER 2011) 4. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS (2006) 5. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS (2006) 6. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( MUTCD) (CURRENT EDITION) 7. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MUTCD (CURRENT EDITION) 8. WATER AGENCIES' STANDARDS (CURRENT EDITION) BASIS OF COORDINATES: (NAD83 THE BASIS OF COORDINATES FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983 (NAD 83) CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983 (CCS83) ZONE 6 (EPOCH 1991.35) BASED LOCALLY UPON THE FOLLOWING CONTROL POINTS PER THE CITY OF ENCINITAS SURVEY CONTROL NETWORK AS DETERMINED BY RECORD OF SURVEY NO. 18416. STATION NORTHING EASTING 1030(ENC -30) 1961044.005 6250269.682 1031 (ENC -31) 1962936.036 6247024.425 VERTICAL CONTROL: (NGVD29) ELEVATIONS SHOWN HEREON ARE IN TERMS OF THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) BASED LOCALLY UPON THE FOLLOWING BENCHMARK PER THE CITY OF ENCINITAS SURVEY CONTROL NETWORK. BENCHMARK ELVATION 1031 (ENC -31) 180.850' LEGEND ITEM SYMBOL CENTERLINE PROPOSED CONCRETE.. ",' CURB RAMP - TYPE B MODIFIED CURB RAMP - TYPE C MODIFIED CURB RAMP - TYPE D RIGHT -OF -WAY LINE - - - CURB AND GUTTER TYPE G -2 CURB OUTLET TYPE W -- SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. 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. 3. 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. 4. CONTRACTOR AND OWNER ARE 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. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. d .g 0 a E N 0 0 N N 0 J 0 z° 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED - IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, ; 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE °• 0 NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. c3 N T 0 0 m PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT w 0 U- CITY OF ENCINITAS - ENGINEERING DEPARTMENT ENCINITAS BOULEVARD SAFE ROUTES TO SCHOOL IMPROVEMENTS TITLE AND GENERAL NOTES PROJECT NO. CS13E DRAWING NO. N -SI S SHEET 1 OF 21 0 R/W (_ 62' VARIES 9'- 14' VARIES 2'- T- PARKWAY 5'- SIDEWALK 41'- WESTBOUND ENCINITAS BOULEVARD I EXISTING GROUND 2 1' I I W z J TYPE'G CURB AND GUTTER r PER SAN DIEGO REGIONAL _z I- STANDARD U DRAWING G -2 z 4" PCC O z SIDEWALK PER PLANTING STRIP SAN DIEGO 1 y2" COLD EXISTING PAVEMENT Lu REGIONAL STANDARD MILL DRAWING G -7 ._ 1Y2" AC EXISTING 11" AC 4" CLASS II AB PAVEMENT REINFORCEMENT MEMBRANE 'EQUAL ENCINITAS BOULEVARD TRUPAVE ,GLASSGRID,OR APPROVED 4" AC 6" CLASS a AB STA 64 +22.26 TO 66 +00 1 » =2' R/W 62' 1 I 2'- I 14' PARKWAY 5'- SIDEWALK 41'- WESTBOUND ENCINITAS BOULEVARD I w 2' z 1' I I F' TYPE 'G' EXISTING GROUND O CURB AND GUTTER PER SAN DIEGO I REGIONAL z F Q STANDARD - DRAWING G -2 I z U 4" PCC - I PLANTING SIDEWALK PER 1 y" _ la- STRIP SAN DIEGO COLD I ~ �. REGIONAL STANDARD MILL EXISTIN G P PAVEMENT DRAWING G -7 - 1 EXISTING 11 "t AC 4" CLASS II AB PAVEMENT REINFORCEMENT MEMBRANE ENCINITAS BOULEVARD TRUPAVE, GLASSGRID, OR APPROVED EQUAL 4" AC 6" CLASS a AB STA 66 +00 TO 68 +60.34 1 " =2' R/W VARIES 64.3'- 89.6'± VARIES 18.3'- 43.6' ± 5'- SIDEWALK VARIES 0'- 10'- PARKWAY 41'- WESTBOUND ENCINITAS BOULEVARD , 2' 1' I Z F- I J Q Q D U) TYPE'G' CURB AND GUTTER 1 y„ PER SAN DIEGO REGIONAL COLD EXISTING GROUND 4" PCC SIDEWALK PER PLANTING STRIP STANDARD DRAWING G -2 MILL EXISTING PAVEMENT I SAN DIEGO REGIONAL STANDARD DRAWING G -7 1 iz" AC - -° EXISTING 11 "t AC� GENERAL NOTES DI GAL R 1 4" CLASS II AB PAVEMENT REINFORCEMENT MEMBRANE S IL Quality Infrastructure Corporation 4" AC TRUPAVE, GLASSGRID, OR APPROVED EQUAL " T 1. EXISTING AC SHALL BE SAWCUT AND REMOVED SO AS NOT TO TEAR, BULGE, OR 7777 Alvarado Road, Suite 606 6" CLASS AB DISPLACE ADJACENT PAVEMENT. EDGE SHALL BE CLEAN AND VERTICAL. ALL La Mesa, CA 91942 ENCINITAS BOULEVARD I; CUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTERLINE, WHEN 619-741 -9400 STA 69 +0279 TO 72 +32.10 PRACTICAL. CAII TOIL FREE w ww.qualityinfrastructure.com . 1- 800- 227 -2600 1 „_21 2. PETROMAT IS NOT AN ALLOWED REINFORCEMENT MEMBRANE. 2 Working Days Before You Dig CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS — ENGINEERING DEPARTMENT DRAWING NO. ^ .31. IT- STATION No. 1031 (ENC -31). 2.5" CITY OF ENCINITAS BRASS DISC STAMPED "ENC L.S. RECOMMENDE APPROV PUBLIC IMPROVEMENT PLANS FOR: -31 7322" IN THE NORTHEAST CORNER OF DRAINAGE BOX ON THE NORTH SIDE OF HORIZONTAL: 1 " =2' ENGINEER: C ^ ` 'r DATE: IRK F. BRADBU 4!23/2014 BY: gY EDWARD DEANE, RCE 48971 GLENN PRUIM, RICE 51274 ENCINITAS BOULEVARD SAFE ROUTES TO SCHOOL IMPROVEMENTS -@ v7 ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION: 180.850' VERTICAL: NONE R.C.E. NO. 52099 EXP: 12/31/2014 DATE: �% /uf� /¢ DATE: /y$ //y , TYPICAL SECTIONS FOR ENCINITAS BOULEVARD DATUM: NGVD29 - RECORD OF SURVEY 18416 PROJECT NO. CS13E SHEET 2 OF 21 IF THIS BAR DOES NOT MEASURE 1" F O 2 3 4 THEN DRAWING IS NOT TO SCALE E 0 N N 2F m a �U W I c 0 v 0 U �T s 0 i i d d s 9i it N a 'v ON E 3 0 IF THIS BAR DOES NOT MEASURE V Z .3 4 THEN DRAWING IS NOT TO SCALE LEGEND A CONTROL LINE HORIZONTAL PI 64 +00 BEGIN SAWCUT AND REMOVE AC DIKE BEGIN TYPE'G' CURB AND GUTTER PER MATCH EXIST CURB, GUTTER AND SIDE) N 1961735.83 E 6248869.64 1 7- el,;;. > m o � O co 0 co co I� I u 66 +00 u 67 +00 STA 68 +60.34 - 72.03' LT END SAWCUT b i END REMOVE AC DIKE END TYPE W AC DIKE D Q ¢�5 1 MATCH EXIST ACnQW N 1961704-06--' EC ST 68+ 5 — E.6249266.58 „ ..-. -. ° STA 68 +51.52 51.39' LT '" t BEGIN TYPE' A' AC DIKES S .......:,.. � J �' � 'i L..- -°...- s° . . . . . a END TYRE-r.!GURB`AND.GUTT-ER' PE fMS ASD G =2 m MODIFIED CURB RAMP TYPED' PER SDRSD -E TYPE 1 RETAi1VING WALL M o G — G 10" 41P GAS G G 0 M 310 300 • ' :m STREET HORIZONTAL �g BEARING /DELTA RADIUS CONTROL NOTE 1 DATA - 7.21' BEARING /DELTA RADIUS LENGTH I NOTE 1 35 °48'35" 800' 500' 1 ENCINITAS BLVD CURB DATA �g BEARING /DELTA RADIUS LENGTH NOTE 1 S 66003'22" E - 7.21' TYPE G - SDRSD G -2 2 28027'57" 759' 377.09' TYPE G - SDRSD G -2 3 50004'35" 30' 26.22' TYPE G - SDRSD G -2 4 33019'37" 30' 17.45' TYPE A - SDRSD G -5 5 N 02 00419" E - 5.15 TYPE A- SDRSD G -5 350 1 340 330 320 EXISTING 310 h d' -co u J fj) .T 69 +00 n Ai 0 0 71 +00 J PROFILE HORIZONTAL: 1"=20' VERTICAL: 1"=10 I co 72 +00 0 3'10 73 +00 `i 0 #NS AT�- kL tM CORiNECT [� G -AS sD i CURB DATA STREET BEARING /DELTA RADIUS HORIZONTAL NOTE 1 38 031'18" CONTROL DATA Ng BEARING/DELTA RADIUS LENGTH NOTE 2 19 019'10" 800' 269.75' ENCINITAS BLVD 3 N 62 042'55" E - 205.25' ENCINITAS BLVD CURB DATA T i 1 1 BEARING /DELTA RADIUS LENGTH NOTE 1 38 031'18" 30' 20.17" TYPE A - SDRSD G -5 2 47 °32'11" 30' 24.89' TYPE G - SDRSD G -2 3 15 012'53" 759' 201.55' TYPE G - SDRSD G -2 4 N 62 029'09" E - 84.31' TYPE G- SDRSD G -2 0ONSTRl1 IM NOTES: O PROTECT IN PLACE O2 TO BE RELOCATED (BY OTHERS) O ADJUST TO GRADE (BY OTHERS) ® ADJUST TO GRADE OS CONTRACTOR TO REPAIR TRENCH PER CITY OF ENCINITAS STANDARD DRAWING "UTILITY TRENCH BACKFILL AND RESURFACING STANDARD" - SEE IRRIGATION PLANS GENERAL NOTES: 1. PROTECT IN PLACE TREES PER CITY OF ENCINITAS URBAN FOREST MANAGEMENT PLAN. LEGEND: A CONTROL LINE HORIZONTAL PI WATER DDIIS'MlC By,- ATE; r �o J C9 M 0 0 N M N 0 m .c w 1 1 1 1 1 1 1 1 1 1 1 1 1 T i 1 1 IF THIS BAR DOES NOT MEASURE 1" Q 21 3 4 THEN. DRAWING IS NOT TO SCALE loll CAD_ TK FREE 1- 800 - 227 -2600 2 Working Days Before You Dig CHANGE NO. 350 330 0 0.12016 I 0.15010 II 0.25% II 0.16 % 5 +50 6 +00 6 +50 f, PT STA 5 +83.54 - 13.34' LT BEGIN SAWCUT AND REMOV&AGOIKE BEGIN TYPE'G' CURB AND C21J5'TER PER SDRSD MATCH EXIST AC DIKE N 1960495.18 E 6249595.50 CHAINLINK FENCE O 350 '1 330 PROFILE HORIZONTAL: 1"=10' VERTICAL: 1 " =5' AC / PCC SIDEWALK PO I°--- Quality Infrastructure Corporation 7777 Alvarado Road, Suite 606 La Mesa, CA 91942 619- 741 -9400 www.qualityinfrastructure.com fy - J DESCRIPTION APPROVED DATE BENCHMARK SCALE 'I 3 lS STATION No. 1031 (ENC -31). 2.5" CITY OF ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. 7322" IN THE NORTHEAST CORNER OF HORIZONTAL: 1" =10' DRAINAGE BOX ON THE NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST VERTICAL: 1" = 5' OF WESTLAKE STREET. ELEVATION: 180.850' DATUM: NGVD29 - RECORD OF SURVEY 18416 BAL UR DRIVE 1 -,A X DATA IF THIS BAR DOES NOT MEASURE 1" DIST CT) —w— Vd ®. WSTA 6 +6 . �L IVE•.. =`® w— -- 4 12" YELLOW 24 "YELLLOW STA 10 +00 SM ABELLA DRIVE �{ �*, I- N1960446.52 - .% ,,,BN i STLE 1 BALOUR DRIVE 38 °28'58" RWM R R R + \^ LLJ W — R/W i 7 �'? - 4 ` 4 /W DESCRIPTION APPROVED DATE BENCHMARK SCALE 'I 3 lS STATION No. 1031 (ENC -31). 2.5" CITY OF ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. 7322" IN THE NORTHEAST CORNER OF HORIZONTAL: 1" =10' DRAINAGE BOX ON THE NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST VERTICAL: 1" = 5' OF WESTLAKE STREET. ELEVATION: 180.850' DATUM: NGVD29 - RECORD OF SURVEY 18416 I I I 1 1 LU DATA IF THIS BAR DOES NOT MEASURE 1" F1 t 3 4 THEN DRAWING. 18 NOT TO SCALE 200.00 1 BALOUR DRIVE 38 °28'58" 20' 13.43' + \^ LLJ LJL Q R/W i 7 �'? Z 4 SHEET 6 OF 21 0 /W P DESCRIPTION APPROVED DATE BENCHMARK SCALE 'I 3 lS STATION No. 1031 (ENC -31). 2.5" CITY OF ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. 7322" IN THE NORTHEAST CORNER OF HORIZONTAL: 1" =10' DRAINAGE BOX ON THE NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST VERTICAL: 1" = 5' OF WESTLAKE STREET. ELEVATION: 180.850' DATUM: NGVD29 - RECORD OF SURVEY 18416 L T T —T F )��S43UILOV PLANS PREPARED UNDER SUPERVISION OF ENGINEER. f, r� DATE: 4/2312014 IRK F. BRADBU R.C.E. NO. 52099 EXP: 12/31/2014 STREET I I I 1 1 1 1 DATA IF THIS BAR DOES NOT MEASURE 1" 0 2 3 4 THEN DRAWING. 18 NOT TO SCALE L T T —T F )��S43UILOV PLANS PREPARED UNDER SUPERVISION OF ENGINEER. f, r� DATE: 4/2312014 IRK F. BRADBU R.C.E. NO. 52099 EXP: 12/31/2014 STREET HORIZONTAL CONTROL BEARING /DELTA DATA N® BEARING /DELTA RADIUS LENGTH I NOTE 1 S 01 °29'17" W 200.00 1 BALOUR DRIVE CURB DATA CITY OF ENCINITAS - ENGINEERING DEPARTMENT BEARING /DELTA RADIUS LENGTH NOTE 1 S 0129016" W - 29.49' TYPE G - SDRSD G -2 2 38 °28'58" 20' 13.43' TYPE G - SDRSD G -2 3 38 °39'41" 10' 6.74' TYPE G - SDRSD G -2 CONSTRUCTION NOTES: O PROTECT IN PLACE O REMOVE AND SALVAGE TYPE P (CA) PADDLE SIGN Q3 RELOCATE TYPE P (CA) PADDLE SIGN O4 REMOVE EXISTING 0 CONTROL LINE HORIZONTAL PI t .. 0 5 10 20 SCALE: 1"=10' E? d T E M O N N a 0 m 3 v 0 O m N y C W APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. RECOMMENDED APPROVE PUBLIC IMPROVEMENT PLANS FOR: �O - BY: 44, BY: ENCINITAS BOULEVARD lel -$1 d %�!� EDWARD DEANE, RCE 48971 GLENN PRUIM, RICE 51274 SAFE ROUTES TO SCHOOL IMPROVEMENTS E DATE: `FlLt9/ /¢ DATE: Y BALOUR DRIVE AT SAN ABELLA DRIVE PROJECT NO. CS13E SHEET 6 OF 21 0 I TYPE 'D' PER SDRSD G -31 CURB RADIUS = 30' 312.83 TIC 312.33 FL PLAN �P 2 0 N ;TA 69 +02.79 - 68.3 6GbII14 OtAvvuu I RGIVIV V BEGIN TYPE W AC DIKE MATCH EXIST AC DIKE N 1961706.07 E 6249305.43 ENU MOUIFItU GUM3 KAMF , - TYPE'D' PER SDRSD G -31 CURB RADIUS = 30' 318.16 TC ro =d 317.66 FL N ■ 0 2.5 5 10 SCALE: 1 " =5' 0 d `o i. a I 7T IF THIS BAR DOES NOT MEASURE 1" FTT-T Q . 2 3 �4 THEN DRAWING IS NOT TO SCALE w 'o 0 2.5 5 10 v U �I DN RT 0 2.5 5 10 Quality Infrastructure Corporation o 7777 Alvarado Road, Suite 606° " N 2 La Mesa, CA 91942 SCALE: 1 " =5' ° SCALE: 1 =5' 619- 741 -9400 P N T CAL TOIL FREE www.qualityinfrastructure.com 1- 800 -227 -2600 1 =5 0 2 Working Days Before You Dig U APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. CHANGE NO. DESCRIPTION �— -1,11,41.145 STATION No. 1031 (ENC -31). 2.5" CITY OF RECOMMENDE APPROVE PUBLIC IMPROVEMENT PLANS FOR: ENCINITAS BRASS DISC STAMPED °ENC -31 L.S. " 4/23/2014 BY: BY ENCINITAS BOULEVARD lal-5l 7322" IN THE NORTHEAST CORNER OF HORIZONTAL: 1 =5' ENGINEER: DATE: r; SAFE ROUTES TO SCHOOL IMPROVEMENTS DRAINAGE BOX ON THE NORTH SIDE OF KIRK F. BRADBU EDWARD DEANE, RICE 48971 GLENN PRUIM, RICE 51274` o _ ENCINITAS BOULEVARD AND 700 FEET EAST VERTICAL: NONE 1 2/31 12 0 1 4 DATE: �r Z�! �T DATE: Y '� �`1 CURB RETURN DETAILS OF WESTLAKE STREET. ELEVATION: 180.850' R.C.E. NO. 52099 EXP: PROJECT NO. CS13E [-SHEET H OF 21 o DATUM: NGVD29 - RECORD OF SURVEY 18416 I 7T IF THIS BAR DOES NOT MEASURE 1" FTT-T Q . 2 3 �4 THEN DRAWING IS NOT TO SCALE WEAKENED PLANE SPACING EXPANSION JOINT SPACING DISTANCE ALONG LOL DESIGN HEIGHT FOOTING STEP DISTANCE TOP OF FOOTING ELEVATION 310 24' 24' 24' 24' w 24' 24' 24' 24' 24' 24' � O 24' 24' OZv U 96' 96' U L 300 96' °moo 24' 685' CL Ix TYPE 1 RETAINING WALL PER SDRSD C -11 B 2 aCO a 752' 211.46' U � a�z 3 41 °50'30" 144' 290 ��Wa a�Z 16` o U Q w_ 80' 12' Z a-J 10' 8' � 0 12' 314.45 10' DATUM ELEV = 280 I 1 m TOTAL LENGTH = 408' MEASURED ALONG RETAINING WALL LAYOUT LINE 24' 24' 24' 24' 24' 24` 24' 11 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' ELEVATION 96' 96' RADIUS 96' 96' 1 24' 685' 166.68' TYPE 1 RETAINING WALL PER SDRSD C -11 B 2 16 006'40" 752' 211.46' TYPE 1 RETAINING WALL PER SDRSD C -11B 3 41 °50'30" 144' 5.84' 32' 32' 80' 16` 24' 24.02' 80' 12' 4 +25 10' 8' 6' 8' 12' 314.45 10' 321.00 5 +08 321.50 16' 16' 16' 16' 16' 16` 16' Y6' 16' 16' 16' 16' 16' 16' 16' N 16' 16' 16' 16' 16' 16' 24' 281.7 283.1 284.2 285.5 286.6 287.8 288.9 290.1 291.2 292.4 293.5 294.7 295.9 297.2 298.4 299.6 300.8 301.9 303.1 304.3 305.4 306.6 307.8 308.9 310.1 FL OF GUTTER VERTICAL CURVE PER SDRSD C -13A, TYPICAL / TOP OF WALL FINISHED GRADE AT RETAINING WALL LAYOUT LINE o EXISTING GROUND AT RETAINING WALL LAYOUT LINE UL ARCHITECTURAL TREATMENT PAYMENT LIMITS Qw Lu z co cq (n co - - N RAISED W4LL f1ElyNf / __- ►--�� ,: o z / __����� (4 U LL (A 1 +00 d ®im I;, 2 +00 � p tr'1Z. F s " T 3 +00 4 +00 DEVELOPED ELEVATION HORIZONTAL: 1"=20' VERTICAL: 1"=10' 9 T 0 d M � U 1 j r C4, ;ki r .� w 5 +00 in 320 310 l 290 \ _ VARIES- 9' -16 I EXISTING GROUND CABLE RAILING PER CALTRANS STD PLAN B11-47 0 O S "7 '�- I TEMPORARY CONSTRUCTION SHORING AS NECESSARY VAR. TYPE 1 RETAINING WALL PER SDRSD C -11B, WITH ARCHITECTURAL TREATMENT (SEE SHEET 10 FOR TREATMENT DETAILS) I o-0 u NOTES: VARIES B C O GUTTER PER SDRSD C -14 8' -0" MAX TYPE 'G' CURB AND GUTTER EXCAVATION LIMITS PER SDRSD G -2 O3 CATV FIBER OPTIC SHALL BE PROTECTED IN PLACE OR WILL TYPICAL SECTION BE RELOCATED (BY OTHERS) PER PRE- CONSTRUCTION 1 " =4' FIELD MEETING WITH COX COMMUNICATIONS CONMUCTION NOTES: O1 EXCAVATION SHALL BE LIMITED TO WITHIN 8' MAXIMUM OF RETAINING WALL LAYOUT LINE. RETAINING OF WALL WALL ELEVATIONS LAYOUT LINE ELEVATION �0 BEARING /DELTA RADIUS LENGTH NOTE 1 13 056 "30" 685' 166.68' TYPE 1 RETAINING WALL PER SDRSD C -11 B 2 16 006'40" 752' 211.46' TYPE 1 RETAINING WALL PER SDRSD C -11B 3 41 °50'30" 8' 5.84' TYPE 1 RETAINING WALL PER SDRSD C -11B 4 N 43 046'30" E - 24.02' TYPE 1 RETAINING WALL PER SDRSD C -11B CONMUCTION NOTES: O1 EXCAVATION SHALL BE LIMITED TO WITHIN 8' MAXIMUM OF RETAINING WALL LAYOUT LINE. * VERTICAL PI r_«n� mss• �se'rarsa 0 10 20 40 SCALE: 1 " =20' �o E a tV N N 3 m a �U C W 3 a a 0 E 0 'v .c w L OVIKIIIy UUyJ DCIVIG IVU Uly _. -- CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. 1.� �. RETAINING WALL PLANS FOR: v STATION No. 1031 (ENC -31). 2.5" CITY OF RECOMMENDE APPROVE u ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. ENCINITAS BOULEVARD �O� $� 7322" IN THE NORTHEAST CORNER OF HORIZONTAL: 1 " =20' ENGINEER: DATE: 4123/2014 BY: BY: SAFE ROUTES TO SCHOOL IMPROVEMENTS E DRAINAGE BOX ON THE NORTH SIDE OF IRK F. BRADBU EDWARD DEANE, RCE 48971 GLENN PRUIM, RCE 51274 g ENCINITAS BOULEVARD AND 70Q FEET EAST VERTICAL: 1 " =10' ENCINITAS BOULEVARD RETAINING WALL PLAN OF WESTLAKE STREET. ELEVATION: 180.850' R.C.E. NO. 520 9 EXP: 12/31/2014 DATE: 4 &g5 /bg DATE: 0/2 PROJECT NO. CS13E SHEET 9 OF 21 o DATUM: NGVD29 - RECORD OF SURVEY 18416 TOP OF WALL IF THIS BAR. DOES NOT MEASURE 1" " ELEVATIONS 21 STATION ELEVATION 1 +00 285.50 1 +25 291.30 1 +50 292.70 1 +75 296.52 2 +00 300.34 2 +25 301.95 2 +50 303.56 2 +75 305.17 3 +00 306.79 3 +25 308.40 3 +50 308.57 3 +75 308.75 4 +00 308.92 4 +25 309.10 4 +50 311.77 4 +75 314.45 5 +00 321.00 5 +08 321.50 * VERTICAL PI r_«n� mss• �se'rarsa 0 10 20 40 SCALE: 1 " =20' �o E a tV N N 3 m a �U C W 3 a a 0 E 0 'v .c w L OVIKIIIy UUyJ DCIVIG IVU Uly _. -- CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. 1.� �. RETAINING WALL PLANS FOR: v STATION No. 1031 (ENC -31). 2.5" CITY OF RECOMMENDE APPROVE u ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. ENCINITAS BOULEVARD �O� $� 7322" IN THE NORTHEAST CORNER OF HORIZONTAL: 1 " =20' ENGINEER: DATE: 4123/2014 BY: BY: SAFE ROUTES TO SCHOOL IMPROVEMENTS E DRAINAGE BOX ON THE NORTH SIDE OF IRK F. BRADBU EDWARD DEANE, RCE 48971 GLENN PRUIM, RCE 51274 g ENCINITAS BOULEVARD AND 70Q FEET EAST VERTICAL: 1 " =10' ENCINITAS BOULEVARD RETAINING WALL PLAN OF WESTLAKE STREET. ELEVATION: 180.850' R.C.E. NO. 520 9 EXP: 12/31/2014 DATE: 4 &g5 /bg DATE: 0/2 PROJECT NO. CS13E SHEET 9 OF 21 o DATUM: NGVD29 - RECORD OF SURVEY 18416 1 1 IF THIS BAR. DOES NOT MEASURE 1" " 0 11 ' 21 3. 4 THEN DRAWING IS NOT TO SCALE 24" MANHOLE FRAME AND COVER LIGHT DUTY PER SDRSD M -2 ELEV 285.55 / CONNECT TO EXISTING 8" SLOPE DRAIN CATCH BASIN TYPE F (MODIFIED) PER SDRSD D -07 #4, EVENLY SPACED BOTH WAYS, 6 TOTAL 8" DRILL AND BOND DOWEL #5, 1 AT EACH CORNER, 4 TOTAL, 8" MINIMUM EMBEDMENT 1611 1. SEE SDRSD FOR ADDITIONAL DETAILS AND STEEL REINFORCEMENT DIO RT Cell Th FREE 1- 800 -227 -2600 2 Working Days Before You Dig CHANGE NO. 25" 10" PVC PIPE (SCH FILL VOID WITH EXPANDING FOAM FILLER Quality Infrastructure Corporation 7777 Alvarado Road, Suite 606 La Mesa, CA 91942 619- 741 -9400 www.qualityinfrastructure.com a O 0 1.1 CATCH BASIN - TYPE F (MODIFIED) PER SDRSD D -07 CONNECT TO EXISTING 8" SLOPE DRAIN ARCHITECTURAL TREATMENT (ROCK TEXTURE) CABLE RAILING PER CALTRANS STD PLAN B11 -47 4" DRILL AND BOND DOWEL 8 #5, 1 ROW WITH 2 PER ROW, 2 TOTAL TYPE 1 RETAINING WALL WITH ARCHITECTURAL TREATMENT (ROCK TEXTURE) //--OPENING ETAINING WALL UTILITY CURB OUTLET - TYPE A PER SDRSD C -14 PER SDRSD D -25 DIAMETER = 16" ELEV 282.90 STA 1 +00 RETAINING WALL 11.4' ELEVATION 1 " =1' RETAINING WALL GUTTER INLET AND DRAIN PIPE DETAILS DESCRIPTION APPROVED DATE BENCHMARK STATION No. 1031 (ENC -31). 2.5" CITY OF ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. 7322" IN THE NORTHEAST CORNER OF DRAINAGE BOX ON THE NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET, ELEVATION: 180,850` DATUM: NGVD29 - RECORD OF SURVEY 18416 SCALE HORIZONTAL: V=1' VERTICAL: NONE 3' -5 %2' I I 10' GUTTER TRANSITION I ENCINITAS I 25" STORM . . . • • • . . . DRAIN ... PLANS PREPARED UNDER SUPERVISION OF ENGINEER: DATE: 4/23/2014 ARK BRADBU R.C.E. NO. 52099 EXP: 12/31/2014 PLAN 1 " =1' ���. TR GUTTERINVERT / . . . . . . . . . . . . . . . . . . . . . . . . . . FLOW GUTTER PER SDRSD C -14 J FACE OF WALL EDGE OF FOOTING 3" 12" 2" 5.. ARCHITECTURAL TREATMENT 'SANTA CRUZ' ROCK TEXTURE COLOR: DAVIS COLORS #6804 - CLIFFSIDE BROWN (SEE SPECIFICATIONS) MINIMUM RELIEF = i" MAXIMUM RELIEF = 2" APPROVALS CITY Of ENCINITAS - ENGINEERING DEPARTMENT I DRAWING NO. 0 N M Np 6 N 0 a 3 0 w 0 m RECOMME D APPROVE RETAINING WALL PLANS FOR: IF THIS BAR DOES NOT MEASURE P' 0 77`7 �1. 2 .. 34 THEN DRAWING IS NOT TO SCALE SCALE HORIZONTAL: V=1' VERTICAL: NONE 3' -5 %2' I I 10' GUTTER TRANSITION I ENCINITAS I 25" STORM . . . • • • . . . DRAIN ... PLANS PREPARED UNDER SUPERVISION OF ENGINEER: DATE: 4/23/2014 ARK BRADBU R.C.E. NO. 52099 EXP: 12/31/2014 PLAN 1 " =1' ���. TR GUTTERINVERT / . . . . . . . . . . . . . . . . . . . . . . . . . . FLOW GUTTER PER SDRSD C -14 J FACE OF WALL EDGE OF FOOTING 3" 12" 2" 5.. ARCHITECTURAL TREATMENT 'SANTA CRUZ' ROCK TEXTURE COLOR: DAVIS COLORS #6804 - CLIFFSIDE BROWN (SEE SPECIFICATIONS) MINIMUM RELIEF = i" MAXIMUM RELIEF = 2" APPROVALS CITY Of ENCINITAS - ENGINEERING DEPARTMENT I DRAWING NO. 0 N M Np 6 N 0 a 3 0 w 0 m RECOMME D APPROVE RETAINING WALL PLANS FOR: j� ENCINITAS BOULEVARD BY: BY: SAFE ROUTES TO SCHOOL IMPROVEMENTS E EDWARD SANE, RCE 48971 GLENN PRUIM, RCE 51274 DATE: g�2r3 ¢ DATE: 7 28 / RETAINING WALL DETAILS S PROJECT NO. CS13E SHEET 10 OF 21 0 GENERAL NOTES: _ — — = —.� . _ _ y `; i v 1. PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES ADJACENT WORK ZONE. m RNV 1 a 2. TEMPORARY STRIPING SHALL BE 2 -COAT PAINT OR TEMPORARY TRAFFIC STRIPING TAPE. N 3. SANDBLASTING SHALL BE USED FOR REMOVAL OF TRAFFIC STRIPING PAINT. 4. GoNtiRAC.TOR SHALL__{LE51?LE Zo MAgK AND�oRO�c�rLeNr CIE TYPE5 ANA U -S- "ISTIN - STRp � �1IFLJlF/`IT �IARIGI S AND egy err MAgj � tN A MANNE R gD� >�uA�E'TD RE?I A IN KIND UPON COMPLZMO OV TicAF'F I C C-ONT120t.. AS c DICTAL RT . EWILT w 0 20 40 80 Quality Infrastructure Corporation o 7777 Alvarado Road, Suite 606 La Mesa, CA 91942 P N B �� „� SCALE: 1 " =40' Q 619- 741 -9400 77= 2 CALL TOLE FREE www.qualityinfrastructure.com 1- 800 - 227 -2600 d E 2 Working Days Before You Dig CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. ) AM 0 pry FOP WeAfW 4 -2q- Pt STATION No. 1031 (ENC -31). 2.5" CITY OF RECOMMENDED— Z TRAFFIC CONTROL PLAN: DAI ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. tW' - _ ENCINITAS BOULEVARD // �+ 7322" IN THE NORTHEAST CORNER OF HORIZONTAL: 1 " =40' ENGINEER: Qm ° Y DATE: 4/23/2014 BY:? BY: fOl -SI u DRAINAGE BOX ON THE NORTH SIDE OF IRK F. BRADBU EDWARD DEANS, RCE 48971 GLENN PRUIM, RCE 51274 SAFE ROUTES TO SCHOOL IMPROVEMENTS o ENCINITAS BOULEVARD AND 700 FEET EAST VERTICAL: NONE / / TRAFFIC CONTROL FOR ENCINITAS BOULEVARD c OF WESTLAKE STREET. ELEVATION: 180.850' R.C.E. NO. 52099 EXP: 12/31/2014 DATE: 4! �! If- DATE: PROJECT NO. CS13E SHEET 11 OF 21 ; DATUM: NGVD29 - RECORD OF SURVEY 18416 IF THIS BAR DOES NOT MEASURE 1 ", Q 1 2'. 3' 4 THEN DRAWING IS NOT TO SCALE J �, 'eP p dam' ENCINITAS BOULEVARD STA 64 +00 TO 68 +75 111 =20' ---- �- mm- --- 72+' 2" WOOD STAKES AT .H GRAVEL BAG AS SHOWN GRAVEL BAG, 2 -LAYER 12" MINIMUM EMBEDMENT GRAVEL BAG ON SLOPE > 4:1 NO SCALE NOTE: FIBER ROLLS MAY BE REQUIRED ON THE SLOPE IN LIEU OF GRAVEL BAGS, PER THE DIRECTION OF THE CITY ENGINEER m GRAVEL BAG ON SLOPE <_ 4:1 BURY BOTTOM OF FABRIC WITHIN COMPACTED TRENCH E CONTINUOUS GRAVEL BAG LINE AT PAVEMENT EDGE AND EDGE OF WORK AREA (1- LAYER, L =66') NO SCALE 0.5, C' 7T -Y 0.5' SILT FENCE NO SCALE it 1.5' x 2" WOOD STAKE N 'C O �T E O M M 0 N NQ 6 O a d] 0 'C L5 W I w m 3 a 0 0 a d 0 0 m IF THIS BAR DOES NOT MEASURE. 1" Z 3 4 THEN DRAWING IS NpT TO SCALE ENCINITAS BOULEVARD BALOUR DRIVE D 1 STA 68 +75 TO 72 +50 - AS BUILT STA 5 +75 TO 6 +40 w Quality Infrastructure Corporation 1 " =20' __ 1 " 10' 0 H 7777 Alvarado Road, Suite 606 �® La Mesa, CA 91942 0 619- 741 -9400 D11 TOLL FREE www.qualityinfrastructure.com 0 1- 800 -227 -2600 E 2 Working Days Before You Dig U DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. CHANGE NO. DESCRIPTION APPROVED W l�T '3t• CS STATION No. 1031 (ENC -31). 2.5" CITY OF RECOMMENDED APPROVE EROSION CONTROL PLANS FOR: ENCINITAS BRASS DISC STAMPED 'ENC -31 L.S. 44 4/23/2014 L1 ENCINITAS BOULEVARD �O� -SI 7322" IN THE NORTHEAST CORNER OF HORIZONTAL: AS SHOWN ENGINEER' w DATE: BY: . BY: SAFE ROUTES TO SCHOOL IMPROVEMENTS E DRAINAGE BOX ON THE NORTH SIDE OF RK F. BRADBUR EDWARD DEANE, RICE 48971 GLENN PRUIM, RCE 51274 ENCINITAS BOULEVARD AND 700 FEET EAST VERTICAL: NONE 12/31/2014 DATE: 4IZ�II`f DATE: y sB EROSION CONTROL PLAN OF WESTLAKE STREET. ELEVATION: 180.850' R.C.E. NO. 52099 EXP: PROJECT NO. CS13E SHEET 12 OF 21 DATUM: NGVD29 - RECORD OF SURVEY 18416 IF THIS BAR DOES NOT MEASURE. 1" Z 3 4 THEN DRAWING IS NpT TO SCALE IRRIGATION LEGEND SYMBOL MANUFAC— MODEL NUMBER DESCRIPTION PSi GPM RAD. DETAIL Notes TURER SHEET Fully adjustabies bubbler nozzle with removabie inter screen on 4 inch riser in Rairlbird rant watering. system 50 0.5 NA I e RAINSIRD 1402 BUBBLER with top grate Install per Detail N ® NETAFIM TEGHLINE RW Subsurface drip line with inline b GPH Flan speced Q at 244 • PONT OF COIIIICCTIM CONTRACTOR TO VERIFY LOCATIONS NA Poc. POC A4 N PLANTMNG STRIP FCC 6 N MEDIAN Q METER I NCN WATER METER INSTALLED BY DISTRICT. CONTRACTOR TO VERIFY. NA WILKINS STSXL WILKSe I NOH REDUCED PUESSWE FRMICIPL! BACKFLOW PREVENTER ASSEMBLY 94714 BRONZE 'Y' A W STRAINER SET PMSWM REGULATOR AT 100 ML NA STRONSSat saw -50v-ft GREEN COLOR DAOCPLOW lNCLO&!A! - A OCALSENSE M -10 PLOW UNOM MINIMIL" PLOW 'I O-M. MAX WM PLOW BS GPM F.G �•NF INCH AUTOMIA,TIC B Locate a valve and va VO boxes MV RANIIlIIID K MASTER VALVE. NORMALLY CLOSED VALVE in lantf areas. NA RANBRD VB•STD VALVE BOX -A x 16 x II INCH RECTANGLUAR BOX WTH BOLT DOWN COVER (PER SPECIFICATIONS) WITH RC.v AND o Install all valve boxes I inch VALVE NrMR NEAT BRAIDED INTO TOP. above finished grade, IN WATTS PBV- DC -SS. LINE SIZE IN-LIE BRASS 6LOW VALVE C 66 SERIES BRASS VALVE WITH STAS4.ESD STEEL SCREEN. SIZE AS SNOW ON PLANS, USE SPEARS DS•100 D,E,J RAN BIRD OB- R•FRS•D UAW CONNECTOR AND DS -gee WIRE CONNECTOR SEALANT, PMS7OSEAL 4005 CONDUIT SEALER FOR W NE R• WITH O MAIN BIB •CKCW.WW AO PSI ATED. 200 MESH CONTROL. ZONE KIT NOR DRIP IRRIGATION P,J BASKET r- 20002.0.OR -MW 12- STATION CENTRAL CONTROLLER WTN SNTCORATED RADIO REMOTE RECEIVER BOARD CALSINSE •ptGR- STUBBY/ NCLLDE COMPT -DYE DATA ACCESS SERVICE PLAN FOR 1 GPM RADIO CO' MLWItTSISR WTN 1.2 K -DOME CONTROLLERS, D•YEARS PREPAID CO MNICATION CNARM ® CALSEISE SEE•D•R STAINLESS STEEL INCLO& TS PEDESTAL. DOUBLE WIDE WTN RADIO ANTENNA NA RAIN BIRO AALRC QUICK•COUFLNG VALVE H LASCO OR CLASS 200 24 INCNVC CLASS, We OWLI GANLI. DO NSEA OF IDj= WITH MWW'l N W-146 COVER B -H, JM L EQUIVALENT PVC LOCATE S OI THE EXTENT POSSIBLE. �••�� LASCO OR acNectLE SCNEORLE 40 PVO LATERAL LINES. DOWNSTREAM OF VALVES WTN MUM" D INCHES COVER LOCATE 9 All lateral lines shall be VA' unless EQUIVALENT 40 PVC WITHIN FLANTNG AREAS TO THE MAXIMUM EXTENT POSSIBLE. SLEEVE UNDER PAVEMENT. Otherwise noted �. LASCO OR CLASS 200 PVC SLEEVE 2X PIPE SIZE. SEC. NOTE 15 L EQUIVALENT PVC IRRIGATION NOTES 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL VALVES AND OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS, AND WITHIN THE RESPECTIVE PROPERTIES. Ft 2. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS/HER WORK WITH OTHER TRADES. 4. CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING SITE CONDITIONS, UTILITIES, AND SERVICES PRIOR TO TRENCHING, AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. S. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE, HYDRANT, METER SIZE, METER LOCATION, ETC. PRIOR TO BEGINNING WORK, AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. b. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PLUMBING PERMIT AND ALL NECESSARY PERMITS PRIOR TO COMMENCING INSTALLATION. 1. CONTRACTOR SHALL INSTALL SYSTEMS THAT ARE COMPLETE AND FUNCTIONING PROPERLY IN EVERY WAY. S. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AGENCIES. 9. CONTRACTOR SHALL BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING PROJECT. 10. POINTS OF CONNECTION AS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND CONNECTIONS. A -I C Introller/Statton Number 2 t" Gallons Per Minute (G.P.M.) valve Size IL INSTALL ONLY ONE REMOTE CONTROL VALVE PER VALVE BOX. GROUP TOGETHER, PARALLEL TO EACH OTHER, AND OUTSIDE OF HEAD SPRAY WHERE EVER POSSIBLE. BOXES SHALL BE SET I INCH ABOVE FINISH GRADE. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC, UNLESS OTHERWISE NOTED. 13. ALL PIPING UNDER EXISTING OR FUTURE PAVEMENT OR WALLS SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES 2x PIPE DIAMETER. SLEEVE SHALL EXTEND V OUTSIDE EDGE OF PAVING. NO TEES. ELLS, OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING UNLESS PLANS NOTE OTHERWISE. REACHES TO BE SLEEVED SHALL EXTEND BETWEEN PLANTING AREAS ACROSS THE SHORTEST DISTANCE POSSIBLE. 14. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO FULLY COVER ALL PLANTING AREAS AND TO REDUCE SPRAY ONTO HARDSCAPE AS MUCH AS POSSIBLE. 15. FLUSH ALL PIPE CLEAN PRIOR TO INSTALLING IRRIGATION HEADS. 16. ALL IRRIGATION MUST BE FULLY INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIAL. 11. EXISTING TREES AND /OR SHRUBS TO REMAIN TAKE PRECEDENCE OVER IRRIGATION LINES. STAKE ALL EXISTING TREE AND /OR SHRUB LOCATIONS, UNDER DIRECTION OF ENGINEER. IS. IRRIGATION SHALL BE PLUMBED FOR NON-POTABLE,/ RECLAIMED WATER FOR FUTURE CONNECTION. 1% INSTALL TWO (2) SPARE STATION WIRES (ORANGE) AND ONE (1) SPARE COMMOM WIRE !WHITE WITH RED STRIPE) IN EACH MANIFOLD. IN Imo' --'F E••S••S r3: V! Iu rHi V/ uE-I� •` (: V 10 t 9-eW 4�L, ' L DIGALERT � - �� � • BU # I 7578 EL CAJONBLVD., SUITE 200 LA MESA, CA 91941 �� �o PHONE: 6191162 -1515 2-28-1 � `° - �` -_ FAX 619462 -0552 N 1-800-227 CA FR� 2600 www.helixepi.com � � 0 5 SCALE: 1:10 20 -a, D,,zgf,4Fi l §� IRRIGATION PLAN 2 Working Days Before You Dig DRAWN BY: ML CHECKED BY: BL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. 71. (. STATION No. 1031 (ENC -31). 2.5` CITY OF RECOMMENDED. APPROVE ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. LANDSCAPE ABRADL k` ENCINITAS BOULEVARD COI SI 7322" IN THE NORTHEAST CORNER OF ARCHITECT: +�- u - 4 DATE: 4/23/2014 BY: F �Z BY: SAFE ROUTES TO SCHOOL IMPROVEMENTS DRAINAGE BOX ON THE NORTH SIDE OF Y EWIS EDWARD DEANE, RCE 48971 GLENN PRUIM, RICE 51274 ENCINITAS BOULEVARD AND 700 FEET EAST ENCINITAS BOULEVARD - WEST OF SEEMAN DRIVE OF WESTLAKE STREET. ELEVATION: 180.850' R.L.A. NO. 2657 EXP: 02/28/2015 DATE: ¢i II¢ DATE: Y Z6 v PROJECT NO. CS43E SHEET 13 OF 21 DATUM: NGVD29 - RECORD OF SURVEY 18416 IF THIS BAR DOES NOT MEASURE 1" 0 1 2 3 4- THEN DRAINING IS NOT TO SCALE ABC I-- w w w w ) (j SEE LEGEND AND NOTES ON SHEET 13 It "D rl��NYT /ApIpxv 7=, n. ('j CONTRACTOR TO REPAIR TRENCH PER / INSTALL DRIPLINE PER P'E'TAIL N CITY OF ENCINITAS/STANDARD DRAWING ON SHEET 11, TYP. 'UTILITY TRENCH BACKF ILL AND R ES URFACING STANDARC)m,/" 7 77 ----- - -------- -------- v/ Z�- X wf`rg0 CA( z-, A ENG IN I TA& ,SOUL E YARD w 0, IGALERT AS4BUILT 7578 EL CAJON BLVD., SUITE 200 LA MESA, CA 91941 I IIX PHONE- 619462-1515 'j FAX 619462-0552 0 5 10 20 www.helixepi.com CAL Iff HE 1-800-227-2600 QIC-01 01/29/14 SCALE: 1:10 IRRIGATION PLAN 2 Working Boys Before You Dig DRAWN BY: ML CHECKED BY: BL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. STATION No. 1031 (ENC-31). 2.5" CITY OF RECOMMENDEQ, APPROVEja ENCINITAS BRASS DISC STAMPED "ENC-31 L.S. LANDSCAPE ENCINITAS BOULEVARD 7322" IN THE NORTHEAST CORNER OF ARCHITECT: i6e-- DATE: 4/23/2014 BY:- 4XW"OsAa. W� �L- lal —s I DRAINAGE BOX ON THE NORTH SIDE OF /* BRADLVY EWIS EDWARD DEANE, RCE 48971 GLENN PRUIM, RCE 51274 SAFE ROUTES TO SCHOOL IMPROVEMENTS ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION: 180.850' R.L.A. NO. 2657 EXP: 02/28/2015 DATE: +IZCC311 fe DATE: !�/2,8// ENCINITAS BOULEVARD -WEST OF SEEMAN DRIVE DATUM: NGVD29 - RECORD OF SURVEY 18416 — PROJECT NO. CS13E [SHEET 14 OF 211 z IF THIS BAR DOES NOT MEASURE I" y Ill THEN DRAWING IS NOT TO SCALE w Lu w r 4� w Hi 3: I� fi 0, IGALERT AS4BUILT 7578 EL CAJON BLVD., SUITE 200 LA MESA, CA 91941 I IIX PHONE- 619462-1515 'j FAX 619462-0552 0 5 10 20 www.helixepi.com CAL Iff HE 1-800-227-2600 QIC-01 01/29/14 SCALE: 1:10 IRRIGATION PLAN 2 Working Boys Before You Dig DRAWN BY: ML CHECKED BY: BL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. STATION No. 1031 (ENC-31). 2.5" CITY OF RECOMMENDEQ, APPROVEja ENCINITAS BRASS DISC STAMPED "ENC-31 L.S. LANDSCAPE ENCINITAS BOULEVARD 7322" IN THE NORTHEAST CORNER OF ARCHITECT: i6e-- DATE: 4/23/2014 BY:- 4XW"OsAa. W� �L- lal —s I DRAINAGE BOX ON THE NORTH SIDE OF /* BRADLVY EWIS EDWARD DEANE, RCE 48971 GLENN PRUIM, RCE 51274 SAFE ROUTES TO SCHOOL IMPROVEMENTS ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION: 180.850' R.L.A. NO. 2657 EXP: 02/28/2015 DATE: +IZCC311 fe DATE: !�/2,8// ENCINITAS BOULEVARD -WEST OF SEEMAN DRIVE DATUM: NGVD29 - RECORD OF SURVEY 18416 — PROJECT NO. CS13E [SHEET 14 OF 211 I IF THIS BAR DOES NOT MEASURE I" y 4 7 THEN DRAWING IS NOT TO SCALE I`t L f, , r l t JA- 1 z CONTRACTOR IJIRING AND C VONTRAC'rol FOR 1 R?L1'0 EXISTING TRANSFORMER AND METER AT ENCINITAS BOULEVARD -AND BALgUR�DI DINATE WITH CITY FOR SERVICE-,) OINT_ CONNECTION. 2QVIDE TRENCHING AND BACJ ILL AND PLACE? ALL :OM r 'POINT. QTHE SERVICE '' ~ » - , FURNISH P�141D INS-TALL 15-0 M- P C 1 RCLI i'� v4 EX vsn — %m -mm F1 c- SaCjmAL S EIRV tC'E Y_.% r INSTALL ORIPLINE PER DETAIL N ON SHEET 11, TYP. 1 r. ;- ir ,r P ` v i• �J l f � i / ��,. k � _C_ NiRAgTOR TO _C4CSRDINATE, IUITH'THE . 1 - '` . - -- ClTY TO, PROVIDE A NEW POINT OF ECTION � v�— - ���,'(kF I� -r0 .. i 1 J M r t � r 1 � r t t s 1 F !r 1'i101'� r f � r J = t J CONTRACTOR TO REPAIR' rRENCH PER CITY OF ENCINITAS STANDARD DRAWING r 'UTILITY�TRENCH B'ACKFILL AND RE'URFACING t r/ L _ - STANDARD' r It / I - T 1 M r 2 t I r SEE LEGEND AND NOTES ON SHEET 13 qp DIG ITT hh7T p� C I 7578 EL CAJON BLVD., SUITE 200 L LA MESA, CA 91941 SJWA PHONE 6191162 -1515 ` 2 `28— k 5 1. FAX 619 -462 -0552 RER# AL �r r. - _ �. ��...�:: -, CALL TOIL FREE www.helixepi.com 0 5 10 20 X00- 227 -2600 —D, 01/29/14 � � �,� SCALE: 1:10 IRRIGATION PLAN 2 Working Days Before You Dig DRAWN BY: ML CHECKED BY: BL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. 1 -Anv C1(i(,urf W4 (PfRL PQbC891A ,;tq - 14 STATION No. 1031 (ENC -31). 2.5" CITY OF RECOMMEND" APPROVE ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. LANDSCAPE ENCINITAS BOULEVARD er 7322" IN THE NORTHEAST CORNER OF ARCHITECT: _ DATE: 4/23/2014 BY: a tot► IV BY: lal +SI DRAINAGE BOX ON THE NORTH SIDE OF .'BRADL Y EWIS EDWARD DEANE, RICE 48971 GLENN PRUIM, RCE 51274 SAFE ROUTES TO SCHOOL IMPROVEMENTS ENCINITAS BOULEVARD AND 700 FEET EAST �y / ,/ ENCINITAS BOULEVARD - EAST OF SEEMAN DRIVE OF WESTLAKE STREET. ELEVATION: 180.850' R.L.A. NO. 2657 EXP: 02/28/2015 DATE: T! ZSII T DATE:Z$ �f PROJECT NO. CS13E SHEET �J OF Z� DATUM: NGVD29 - RECORD OF SURVEY 18416 IF THIS BAR DOES NOT MEASURE 1" 3 - 4 THEN DRAWING IS NOT TO SCALE i i LLI Lu zf_ N w � W y� i Z u.t Q � z W � � I W N I I I`t L f, , r l t JA- 1 z CONTRACTOR IJIRING AND C VONTRAC'rol FOR 1 R?L1'0 EXISTING TRANSFORMER AND METER AT ENCINITAS BOULEVARD -AND BALgUR�DI DINATE WITH CITY FOR SERVICE-,) OINT_ CONNECTION. 2QVIDE TRENCHING AND BACJ ILL AND PLACE? ALL :OM r 'POINT. QTHE SERVICE '' ~ » - , FURNISH P�141D INS-TALL 15-0 M- P C 1 RCLI i'� v4 EX vsn — %m -mm F1 c- SaCjmAL S EIRV tC'E Y_.% r INSTALL ORIPLINE PER DETAIL N ON SHEET 11, TYP. 1 r. ;- ir ,r P ` v i• �J l f � i / ��,. k � _C_ NiRAgTOR TO _C4CSRDINATE, IUITH'THE . 1 - '` . - -- ClTY TO, PROVIDE A NEW POINT OF ECTION � v�— - ���,'(kF I� -r0 .. i 1 J M r t � r 1 � r t t s 1 F !r 1'i101'� r f � r J = t J CONTRACTOR TO REPAIR' rRENCH PER CITY OF ENCINITAS STANDARD DRAWING r 'UTILITY�TRENCH B'ACKFILL AND RE'URFACING t r/ L _ - STANDARD' r It / I - T 1 M r 2 t I r SEE LEGEND AND NOTES ON SHEET 13 qp DIG ITT hh7T p� C I 7578 EL CAJON BLVD., SUITE 200 L LA MESA, CA 91941 SJWA PHONE 6191162 -1515 ` 2 `28— k 5 1. FAX 619 -462 -0552 RER# AL �r r. - _ �. ��...�:: -, CALL TOIL FREE www.helixepi.com 0 5 10 20 X00- 227 -2600 —D, 01/29/14 � � �,� SCALE: 1:10 IRRIGATION PLAN 2 Working Days Before You Dig DRAWN BY: ML CHECKED BY: BL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. 1 -Anv C1(i(,urf W4 (PfRL PQbC891A ,;tq - 14 STATION No. 1031 (ENC -31). 2.5" CITY OF RECOMMEND" APPROVE ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. LANDSCAPE ENCINITAS BOULEVARD er 7322" IN THE NORTHEAST CORNER OF ARCHITECT: _ DATE: 4/23/2014 BY: a tot► IV BY: lal +SI DRAINAGE BOX ON THE NORTH SIDE OF .'BRADL Y EWIS EDWARD DEANE, RICE 48971 GLENN PRUIM, RCE 51274 SAFE ROUTES TO SCHOOL IMPROVEMENTS ENCINITAS BOULEVARD AND 700 FEET EAST �y / ,/ ENCINITAS BOULEVARD - EAST OF SEEMAN DRIVE OF WESTLAKE STREET. ELEVATION: 180.850' R.L.A. NO. 2657 EXP: 02/28/2015 DATE: T! ZSII T DATE:Z$ �f PROJECT NO. CS13E SHEET �J OF Z� DATUM: NGVD29 - RECORD OF SURVEY 18416 IF THIS BAR DOES NOT MEASURE 1" 3 - 4 THEN DRAWING IS NOT TO SCALE i LEGEND 12 IN. AX. 8" N 1O FINISH GRADE Q BRASS WYE STRAINER W/ 30 MESH @ MONEL SCREEN. QCONC. PAD 4" THICK. O2 COMPACTIA EARTH BELOW CONCRETE Q R/P DEVICE.. SEE LEGEND. PAD. O BRASS NIPPLES MIN. 4", TYP, NOTES: GMASTER CONTROL VALVE PER Q INSTALL BACKFLOW PREVENTER AS O5 .BRASS ELL, 2 REQUIRED. REQUIRED BY LOCAL CODES & ©PRESSURE REGULATOR IF SPECIFIED. HEALTH DEPARTMENT. @.CONTRACTOR SHALL VERIFY LOCAL O7 BRASS RISERS, LENGTH AS REQUIRED -. REQUIREMENTS PRIOR TO INSTALLATION. OB MAINUNE TO MASTER VALVE. VERIFY FINAL LOCATION W/ INSPECTOR PRIOR TO O9 SCH. 80 PVC MALE ADAPTER. @ INSTALLATION. O USE TEFLON TAPE ON ALL 0 " O 2 1 2 PVC MAINLINE PER PLAN. FROM THREADED JOINTS. DO NOT USE PIPE DOPE. POINT OF CONNECTION. INSTALL CONTROL VALVES A MIN. BACKF WIRE ASSEMBLY Q1 COILED MARE @ DRI -SPLICE WIRE CONNECTOR G VALVE BOX @FINISH GRADE /TOP OF MULCH. VALVE NO SCALE D LEGEND RECTANGULAR VALVE BOX W/ 'T (!)RECTANGULAR VALVE BOX W/ "r O WIRE CONNECTORS. COIL 30" TYPE LOCKING COVER PER SPECS. LENGTH OF WIRE. @FINISH GRADE /TOP OF MULCH. tG 1" DIA. SCH. 40 PVC CONDUIT TO METER DETAIL CITY STD, DETAIL G. CONTROLLER. GMASTER CONTROL VALVE PER INSTALL ADAPTER AS REQUIRED TO LEGEND. 11 SEAL END OF CONDUIT W/ UPSIZE TO MAINLINE AS NECESSARY. NON- HARDENING CONDUIT PUTTY. G BRICK SUPPORTS. 4 REQUIRED. @ WIRE CONNECTORS. COIL 30" LENGTH 06" MIN. DEPTH WASHED GRAVEL. NOTES G BIOBARRIER ROOT CONTROL SYSTEM * 2" IN SHRUB AREA, FLUSH IN LAWN AREAS FABRIC. 10 3/4" SCH. 40 PVC CONDUIT TO (D INSTALL CONTROL VALVES A MIN. O PVC MAINLINE FROM BACKFLOW. 6" MIN. DEPTH WASHED GRAVEL @ 2 1/2" PVC MAINLINE PER PLAN UNLESS OTHERWISE NOTED. TO FLOW METER. SEE CITY STD. USE TEFLON TAPE ON ALL DETAIL, DETAIL F. THREADED CONNECTIONS. NO SCALE :11 E I I 12" -i II II 18" 1 MASTER VALVE 4" MIN. MIN * NOTE * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. INSTALL FLOW SENSOR AS PER THE MNFCTR'S REC. WIRE TO IRRIGATION CONTROLLER TO BE RED & BLACK TO MATCH FLOW METER WIRES. 1D RECTANGULAR VALVE BOX W/ 'T U PVC MAINLINE PIPE TO BALL VALVE PER LEGEND TYPE LOCKING LID PER SPECS. HEAT SPECS. SEE. BALL VALVE FROM FLOW CARSON - BROOKS 910 W/ 910 -4B BRAND LID W/ "FM ". METER DETAIL CITY STD, DETAIL G. COVER. HEAT BRAND 'BV' ONTO LID. LAWN AREAS. INSTALL ADAPTER AS REQUIRED TO @ FINISH GRADE/TOP OF MULCH. UPSIZE TO MAINLINE AS NECESSARY. G FLOW SENSOR PER LEGEND. @ WIRE CONNECTORS. COIL 30" LENGTH KBI- BLOCKED TRUE UNION BALL DOWNSTREAM SIDES 0 THE BALL OF WIRE. ® BRICK SUPPORTS. 4 REQUIRED.. 10 3/4" SCH. 40 PVC CONDUIT TO (D 6" MIN. DEPTH WASHED GRAVEL CONTROLLER. 6" MIN. DEPTH WASHED GRAVEL BIOBARRIER ROOT CONTROL SYSTEM 11 SEAL END OF CONDUIT W/ BIOBARRIER ROOT CONTROL SYSTEM FABRIC. NON- HARDENING CONDUIT PUTTY. 02 12 PIPE SIZE EQUAL TO FLOW METER SIZE 2 1/2" PVC MAINLINE PER PLAN. 1/2" PVC MAINLINE PIPE TO @ FROM MAINLINE. MASTER VALVE. SEE MASTER VALVE FOR A LENGTH EQUAL TO 10 TIMES THE TO MAINLINE. DETAIL CITY STD., DETAIL B. INSTALL FLOW METER SIZE. ADAPTER AS REQUIRED TO DOWNSIZE to PIPE SIZE EQUAL TO FLOW METER SIZE TO FLOW METER SIZE AS NECESSARY.. FOR LENGTH EQUAL TO 5 TIMES THE FLOW METER SIZE. Fi C IL NO SCALE W BALL VAL OF ANDARD DETAIL NO SCALE SECTION VIEW LEGEND NOTES Q CARSON - BROOKS 910 W/ 910 -4B * 2" IN SHRUB AREAS, FLUSH IN COVER. HEAT BRAND 'BV' ONTO LID. LAWN AREAS. @ FINISH. GRADE/TOP OF MULCH. USE 45- DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE UPSTREAM & @ KBI - BLOCKED TRUE UNION BALL DOWNSTREAM SIDES 0 THE BALL VALVE PER LEGEND & SPECS. VALVE. GBRICK SUPPORTS. 4 REQUIRED. @6" MIN. DEPTH WASHED GRAVEL. G BIOBARRIER ROOT CONTROL SYSTEM FABRIC. @21/2" PVC MAINLINE PIPE. @ FROM FLOW METER. G TO IRRIGATION SYSTEMS. VALVE AT FLOW METER NO SCALE LEGEND D @ RECTANGULAR VALVE BOX W/ 'T SECTION VIEW TYPE LOCKING COVER PER SPECS. LEGEND NOTES Q CARSON - BROOKS 910 W/ 910 -4B * 2" IN SHRUB AREAS, FLUSH IN @ MASTER CONTROL VALVE PER LEGEND. COVER. HEAT BRAND 'BV' ONTO LID. LAWN AREAS. @ FINISH GRADE/TOP OF MULCH. USE 45- DEGREE ELLS TO ACHIEVE @ 6" MIN. DEPTH WASHED GRAVEL. NOTES MAINLINE DEPTH ON THE UPSTREAM & O KBI- BLOCKED TRUE UNION BALL DOWNSTREAM SIDES 0 THE BALL FABRIC. VALVE PER LEGEND & SPECS. VALVE. G BRICK SUPPORTS. 4 REQUIRED. OF 1' APART IN SHRUB AREAS G 6" MIN. DEPTH WASHED GRAVEL G 2 1/2" PVC MAINUNE TO FLOW G BIOBARRIER ROOT CONTROL SYSTEM THREADED CONNECTIONS. SEE CITY STD. DETAIL, DETAIL F. FABRIC. @ 2 1/2" PVC MAINLINE PER PLAN. @ FROM MAINLINE. @ TO MAINLINE. BALL VAL OF ANDARD DETAIL NO SCALE SECTION VIEW LEGEND NOTES Q CARSON - BROOKS 910 W/ 910 -4B * 2" IN SHRUB AREAS, FLUSH IN COVER. HEAT BRAND 'BV' ONTO LID. LAWN AREAS. @ FINISH. GRADE/TOP OF MULCH. USE 45- DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE UPSTREAM & @ KBI - BLOCKED TRUE UNION BALL DOWNSTREAM SIDES 0 THE BALL VALVE PER LEGEND & SPECS. VALVE. GBRICK SUPPORTS. 4 REQUIRED. @6" MIN. DEPTH WASHED GRAVEL. G BIOBARRIER ROOT CONTROL SYSTEM FABRIC. @21/2" PVC MAINLINE PIPE. @ FROM FLOW METER. G TO IRRIGATION SYSTEMS. VALVE AT FLOW METER NO SCALE LEGEND D @ RECTANGULAR VALVE BOX W/ 'T O WIRE CONNECTORS. COIL 20" TYPE LOCKING COVER PER SPECS. LENGTH OF WIRE. @ FINISH GRADE /TOP OF MULCH. 10 1" DIA. SCH. 40 PVC CONDUIT TO BRAND 'QCV' ONTO LID. CONTROLLER. @ MASTER CONTROL VALVE PER LEGEND. 11 SEAL END OF CONDUIT W/ OO QUICK COUPLER VALVE PER LEGEND & 11 COMPACTED EARTH. NON- HARDENING CONDUIT PUTTY. G. BRICK SUPPORTS. 4 REQUIRED. G BRICK SUPPORTS. 4 REQUIRED. @ 6" MIN. DEPTH WASHED GRAVEL. NOTES * 2" IN SHRUB AREAS, FLUSH IN * 2" IN SHRUB AREA, FLUSH IN @- BIOBARRIER ROOT CONTROL SYSTEM LAWN AREAS. FABRIC. @ 2 1/2" PVC MAINLINE PIPE FROM FITTINGS, TYPICAL. INSTALL CONTROL VALVES A MIN. 7 2 t/2" PVC MAINLINE FROM Q OF 1' APART IN SHRUB AREAS BACKFLOW. UNLESS OTHERWISE NOTED. G 2 1/2" PVC MAINUNE TO FLOW USE TEFLON TAPE ON ALL METER. PIPE PER PLAN LEGEND. THREADED CONNECTIONS. SEE CITY STD. DETAIL, DETAIL F. C VALVE ARD DETAIL 2" MAX. LEGEND ( ROUND VALVE BOX W/ LOCKING 'T' PRE- ASSEMBLED QUICK COUPLER TYPE COVER PER SPECS. HEAT SWING JOINT AS MANUFACTURED BY BRAND 'QCV' ONTO LID. 10 DURA. MODEL p1- A1- 1- 11 -12. @ FINISH GRADE /TOP OF MULCH. #4 X 36" LENGTH REBAR STAKE. OO QUICK COUPLER VALVE PER LEGEND & 11 COMPACTED EARTH. SPECS. 1z G BRICK SUPPORTS. 4 REQUIRED. NOTES @6" MIN. DEPTH WASHED GRAVEL. * 2" IN SHRUB AREAS, FLUSH IN @ BIOBARRIER ROOT CONTROL SYSTEM LAWN AREAS. FABRIC. USE TEFLON TAPE ON ALL THREADED @ 2 1/2" PVC MAINLINE PIPE FROM FITTINGS, TYPICAL. BALL VALVE. @ QUICK LOCK BY DURA. @ MAINUNE FITTING. QUICK COUPLER NO SCALE f 1 3 0 n L eun; 2 12„ F i 2 3 4 - -- O4- INCH - DIAMETER GRATE OHUNTER PRESSURE °- - COMPENSATING 515EILER a $ PER LEGEND O3 RAIN EIIRD RWS -15I ROOT WATERING PLAN VIEW s SYSTEM CINCLUDES GRATE, SWING ASSEMBLY, II NPT INLET, AND O �v IISAGMT CANISTER WITH GRATE) 6 5 O FINISH GRADE WITH MULCH LAYER LEGEND t MAINLINE FROM SOURCE ® MINIMUM 18" DEPTH. SEE CITY STD. �. 6 O PEA GRAVEL O DETAIL A. 7 O NIPPLE PVC SC 11 H 80 BALL VALVE IN VALVE BOX. SEE CITY STD. DETAIL C. CD O C'7 8 � MAINLINE ®12" DEPTH. O7 1/2 -INC44 S0- DEGREE ELBOW ® REMOTE CONTROL VALVES IN VALVE BOX. QUANTITY PER PLAN. OI I SWNG ASSEMBLY DETAIL VIDE D A 12" SEPARATION BETWEEN VALVE BOXES. SEE CITY STD. O I2 -NCH MALE NPT INLET QUICK COUPLER VALVE IN VALVE BOX. PROVIDE A 12" SEPARATION y - BETWEEN VALVE BOXES. SEE STANDARD CITY STD. DETAIL H. - 10 PVC SCI{ 40 TEE OR EL Q EDGE OF WALK, LAWN, CURB, ETC. pSGAp 12 t1 10 9 ii LATERAL PIPE NOTES SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE Qy ^{ LE W1 OF WALK, LAWN, CURB, ETC. v C1� SID t2 4 -INCH BASKET WEAVE CANISTER �L LOCATE VALVES IN SHRUB /GROUND COVER AREAS WHERE POSSIBLE. t-1L 1 I 7578 EL CAJON BLVD., SUITE 200 -t LA HONE - 11946 -15 SKNA ROOT WATERING SYSTEM WITH TYPICAL MANIFOLD LAYOUT PHONE: 619462 -1515 ? 28 -t5 1 , FAX 619-462 -0552 REN AL TE NO SCALE NO SGALE C�11TOkL FREE www.helixepi.com 3� ED BUBBLER IRRI'C�ATION HE AD CITY OF ENCINITAS STANDARD DETAIL 800 -227 -2600 QIC -DI 01/29/14 OF CA N�� IRRIGATION DETAI S 2 Working Days Before You Dig DRAWN BY: ML CHECKED BY: BL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. .16 STATION No. 1031 (ENC -31). 2.5" CITY OF RECOMMENDE' APPROVED ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. LANDSCAPE ENCINITAS BOULEVARD 7322" IN THE NORTHEAST CORNER OF ARCHITECT: �' — .. •• DATE: 4/23/2014 BY: BY: SAFE ROUTES TO SCHOOL IMPROVEMENTS A-W -Sl DRAINAGE BOX ON THE NORTH SIDE OF BRADL Y EWIS EDWARD DEANE, RCE 48971 GLENN PRUIM, RCE 51274 ENCINITAS BOULEVARD AND 700 FEET EAST ENCINITAS BOULEVARD - WEST OF SEEMAN DRIVE OF WESTLAKE STREET. ELEVATION: 180.850' R.L.A. NO. 2657 EXP: 02/28/2015 DATE: ¢�ZBII DATE: 28 IY PROJECT NO. CS13E SHEET 16 OF 21 DATUM: NGVD29 - RECORD OF SURVEY 18416 IF THIS BAR DOES NOT MEASURE 1" it 31 THEN DRAWING IS NOT TO SCALE 2" 1 14" —I SIDE VIEW AND ENCL IlEmm 38" FRONT VIEW LEGEND t VALVE BOX W/ 'T -TYPE LOCKING COVER PER (D SPECS. O FINISH GRADE / TOP OF MULCH. O AIR VACUUM RELIEF VALVE INSTALLED ON 2 -WAY ADAPTER 'T PER LEGEND. BRICK SUPPORTS. 4 REQUIRED. ® 6" MIN. DEPTH WASHED GRAVEL. © BIOBARRIER ROOT CONTROL SYSTEM FABRIC. 0.3/4" MALE X 1/2" FEMALE REDUCTION BUSHING. O AIR VACUUM RELIEF VALVE. Q DRIP LINE TUBING. 1° CHRISTY'S RECLAIMED WATER ID TAG. SECURE TO AIR VACUUM RELIEF VALVE. (USE ONLY IF RECLAIMED SYSTEM). DRIP AIR VACUUM VALVE OF LEGEND: 0 PISTON CONNECTED TO FLIP TOP (2 ) LOUVERED VENT ® 38'%74'X8' CONCRETE BASE (3) FINISHED GRADE Q SCN 40 ELECTRICAL SWEEP ELL FOR LOW VOLTAGE CONTROL WIRES © SC14 40 ELECTRICAL SWEEP ELL FOR 170 VAC POWER Q FLIP TOP IN OPEN. POSITION CALSENSE CONTROLLER PANELS PUNTED FLUSH ON FACE OF ENCLOSURE AT A 25' ANGLE FOR EASY ACCESS AND VIEWING Q MODEL SSE-Ft STAINLESS STEEL ENCLOSURE ® GFI OUTLET 4 SWITCH ® CALSENSE TP•I TRANSIENT PROTECTION BOARDS �. +6 AM GROUNDING WIRE CONNECTED TO GROUND LUG ®. MOUNTING BOLTS (DOLTS 4 TEMPLATE INCLUDED WITH ENCLOSURE) ® 5)8'X8' COPPER. GROUNDING ROD PCV SLEEVE FOR GROUND ROD ® 120 VAC JUNCTION BOX (INCLUDED WITH ENCLOSURE) NOTES * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. DETA 1 L NO SCALE 0 COMMON WIRE FROM CONTROLLER % SOLID COPPER GROUND WIRE TO GROUND ROD IRRIGATION FIELD C0M'ION WIRE LS(8'X8' COPPER GROUND ROD (ONE FOR EACH GROUNDING DIAGRAM CONTROLLER) DIMENSION A B C '112" TO C IN SIZE WHERE BELOW VEHICULAR PAMNG 35" 21' 4' 1/2' TO 4" IN SRE WHERE BELOW PEDESRIIAN PAINING 24" 15' 4 LEGEND NOTES ( PAVING PER PLAN. SLEEVES SHALL BE 2 TIMES THE DIA. OF THE PIPE OR HARE BUNDLE CARRIED UNLESS Q SAND BACKFILL COMPACTED TO INDICATED TO BE LARGER. ON PLANS. MATCH RECOMMENDATIONS FOR OR DRIP LINE. ADJACENT SUB — GRADE. BUNDLE WIRING & WRAP W/ ELECTRICAL TAPE ©.BRICK SUPPORTS. 4 REQUIRED. ® 10' INTERVALS. Q SCH. 40 PVC LATERAL LINE SYSTEM). SLEEVE. ALL MAINLINE PIPING SHALL BE INSTALLED IN ©BIOBARRIER ROOT CONTROL ACCORDANCE W MANUFACTURER'S INSTALLATION 4 SCH. 40 PVC WIRE SLEEVE. O SPECIFICATIONS. Q SCH. 40 PVC MAINLINE SLEEVE. ALL PVC MAINLINE, PVC LATERAL LINES, & 5 UNDISTURBED SOIL. O CONTROL WIRES SHALL BE SLEEVED BELOW ALL HARDSCAPE ELEMENTS W/ SCH. 40 PVC. © WATER PROOF CONNECTION (1 OF CONTRACTORS SHALL MARK EDGE OF PAVING 2). ABOVE BOTH ENDS OF SLEEVE W/ A SCORE Oa ID TAG. MARK TO DESIGNATE SLEEVE LOCATION. SLEEVE ENDS. SHALL EXTEND 12" BEYOND EDGE OF HARDSCAPE. AFTER INSTALLATION OF PIPE & WIRE, CONTRACTOR SHALL FILL REMAINING VOID IN ENDS OF SLEEVES W/ CONDUIT PUTTY. SLEEVING UNDER PAVEMENT NO SCALE I L- I CITY OF ENCINITAS STANDARD DETAIL SECTION VIEW LEGEND (D VALVE BOX W/ 'T' -TYPE LOCKING COVER PER SPECS. Q FINISH GRADE / TOP OF MULCH. Q FLUSH VALVE PER LEGEND. Q BRICK SUPPORTS. 4 REQUIRED. Q 12" DIA. X 36" DEEP WASHED GRAVEL. © BIOBARRIER ROOT CONTROL SYSTEM FABRIC. Q LATERAL LINE FROM DRIP SYSTEM. © PVC ADAPTER AS REQUIRED. Oa CHRISTY S RECLAIMED WATER ID TAG. SECURE TO FLUSH VALVE . (USE ONLY IF RECLAIMED SYSTEM). NOTES * 2" IN. SHRUB AREAS, FLUSH IN LAWN. AREAS. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. DRIP FLUSH VALVE CITY OF ENCINITAS STANDARD D1 NO SCALE a" 1� LEGEND Qi FINISH GRADE. QQ PVC TEE (SxSxT) TO SUPPLY HEADER. Q DRIPPER TUBING 3/4" MALE ADAPTER. ® DRIPPER TUBING. Q PVC TEE (SxSxT) ATTACHED TO SUPPLY HEADER EACH DRIPPER TUBING CONNECTION. © CHECK VALVE WHERE CALLED FOR ON PLANS. Q PVC TEE (SxSxT). © HUNTER SWNG JOINT SJ512 OR SJ712 AS REQUIRED TO MATCH SUPPLY HEADER LATERAL LINE SIZE. Oa PVC LATERAL. DRIP SUPPLY HEADER ;ITV OF ENGINITAS STANDAR DRIP REMOTE CONTROL VALVE CITY OF ENCINITAS STANDARD D LEGEND DETa1L NO SCALE Q RECTANGULAR VALVE BOX W/ Io PVC MALE ADAPTER. SPECS. LOCKING COVER PER n PVC MAINLINE FROM MANIFOLD BALL VALVE. O FINISH GRADE / TOP OF MULCH. tp PVC LATERAL PIPE TO SPRINKLERS Q REMOTE CONTROL VALVE PER OR DRIP LINE. LEGEND. 13 CHRISTY'S RECLAIMED WATER ID ©.BRICK SUPPORTS. 4 REQUIRED. TAG. (USE ONLY IF RECLAIMED SYSTEM). ®B" MIN. DEPTH WASHED GRAVEL. 14 PRESSURE REGULATING VALVE PER ©BIOBARRIER ROOT CONTROL LEGEND. SYSTEM FABRIC. 15 SCH. 80 PVC UNION. 0,30" LINEAR LENGTH OF WIRE COILED. 15 SCH. 80 PVC. NIPPLE. SIZE AS REQUIRED. © WATER PROOF CONNECTION (1 OF 2). NOTES Oa ID TAG. * 2" IN SHRUB AREAS, FLUSH IN LAVA) AREAS. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. NO SCALE LEGEND / V 0 REMOTE CONTROL VALVE W/ PRV & DISC FILTER AFTER. LEGEND O2 PVC SUPPLY HEADER. g LEGEND O Ot LINE FLUSHING VALVE PLUMBED TOPVC. (D LINE FLUSHING VALVE PLUMBED TO PVC. 10 O. DRIPPER TUBING START CONNECTION MALE ADAPTER. O2 AREA PERIMETER. Q AREA PERIMETER. O DRIPPER TUBING LATERAL. O3 DRIPPER TUBING LATERAL. O3 DRIPPER TUBING START CONNECTION. �a AREA PERIMETER. O. DRIPPER TUBING START CONNECTION MALE ADAPTER. ® EXHAUST HEADER. - © AIR /VACUUM RELIEF VALVE (PLUMBED TO DRIPPER TUBING 0 O EXHAUST HEADER. Q DRIPPER TUBING TEE. .. EACH HIGH POINT). �N, LEWtS ° ' O BLANK DRIPPER TUBING (CENTERED ON MOUND OR BERM). 0 DRIPPER TUBING TEE. DRIPPER TUBING LATERAL TUBING. A*9w8MT 4„'r y O7.BLANK DRIPPER TUBING CENTERED ON MOUND OR BERM. (2 AIR /VACUUM RELIEF VALVE (PLUMBED TO DRIPPER Y(vT '¢ ;f. OS PVC EXHAUST HEADER. TUBING, ONE ® EACH HIGH POINT). ° Dl �'1 ALE p m l t (j)AIR/VACUUM TUBING 0 E RELIEF VALVE (PLUMBED TO DRIPPER 1lS L l 1, 1 (,�, t Q PERIMETER LATERALS 3" FROM EDGE. TUBING O EACH HIGH POINT). Q BLANK TUBING CENTERED ON MOUND OR BERM. ' I 7578EL CAJON BLVD., SUITE200 ".1 -4 10 FLUSHING VALVE PLUMBED TO PVC LINE a SUPPLY HEADER. a SUPPLY HEADER. LA MESA, CA 91941 sloaA � � 2 -2515 PHONE: 619162 -1515 1n REMOTE CONTROL VALVE W/ PRV &DISC FILTER AFTER. to REMOTE CONTROL VALVE W/ PRV &DISC FILTER AFTER. ' I 1 I FAX 619-462 -0552 g DRIP TYPICAL LAYOUTS CAL 1011 FREE www.helixepi.com � D 0 � Q CITY OF ENCINITAS STANDARD DETAIL 1 -800 -227 -2600 QIC -01 01/29/14 dF'CAl NDSCALE IRRIGATION DETAIL 2 Working Days Before You Dig. DRAWN BY: ML CHECKED BY: BL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. — it. STATION No. 1031 (ENC -31). 2.5" CITY OF RECOMMENCE APPROVE As Rxj- ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. LANDSCAPE %d _ ENCINITAS BOULEVARD 7322" IN THE NORTHEAST CORNER OF ARCHITECT: DATE: 4/23/2014 BY: 4 BY SAFE ROUTES TO SCHOOL IMPROVEMENTS SI DRAINAGE BOX ON THE NORTH SIDE OF BRADL Y EWIS EDWARD DEANE, RCE 48971 GLENN PRUIM, RCE 51274 ENCINITAS BOULEVARD AND 700 FEET EAST / ENCINITAS BOULEVARD - WEST OF SEEMAN DRIVE OF WESTLAKE STREET. ELEVATION: 180.850' R.L.A. NO. 2657 EXP: 02/28/2015 DATE; ��Z$/ DATE: 2 �`� PROJECT NO. CS13E SHEET 17 OF 21 DATUM: NGVD29 - RECORD OF SURVEY 18416 IF THIS BAR DOES NOT MEASURE 1" 41 THEN DRAWING IS NOT TO SCALE L i- 11.-1 111 111 lU ME ini KA U PLANT LEGEND PLANTING NOTES A Deta i I Letter Sheet TREES SPACING - SYMBOL SCIENTIFIC NAME COMMON NAME CONTAINER SIZE SPACING QUANTITY NOTES PLANT SPACING IS PER PLAN, UNLESS OTHERWISE NOTED IN LEGEND. FOR TRIANGULAR PLANT SPACING SEE DETAIL C, SHEET 21 QExisting Tree PLANTS SHALL NOT CONFLICT WITH DRAIN INLETS. SWALE AREAS ALSO SHALL `/ REMAIN MOSTLY CLEAR. SHRUBS MULCH- SYMBOL SCIENTIFIC NAME COMMON NAME CONTAINER SIZE SPACING NOTES MULCH ALL PLANTING AREAS TO A MINIMUM DEPTH OF 3 INCHES. MULCH SHALL BE KEPT OFF BASE OF PLANTS. SEE PLANTING DETAILS, SHEET 21 ®Q Aloe vera Aloe 1 gallon Per Plan 19 MULCH SHALL BE GROUND FIR, OR SPRUCE, FREE FROM WEED SEEDS, TANNIN, OR OTHER COMPOUNDS DETRIMENTAL TO PLANT LIFE. MULCH SHALL HAVE A 0 Festuca mairei Atlas Fescue 1 gallon Per Plan 28 SIZE RANGE OF ONE- FOURTH TO ONE INCH, WITH A MAXIMUM OF 50% PASSING A ONE- HALF -INCH SCREEN. OSedum 'Autumn Joy' Stonecrop 1 gallon Per Plan 32 Q Santolina chamaecyparisus Lavender Cotton 1 gallon Per Plan 28 GROUNDCOVER SYMBOL SCIENTIFIC NAME COMMON NAME CONTAINER SIZE SPACING NOTES Sencio serpens Blue Chalk Sticks flat 10" D.C. 602 SF triangular spacing VINES SYMBOL SCIENTIFIC NAME CONTAINER SIZE SPACING NOTES Parthenocisus tricuspidata Boston Ivy 1 gallon Per Plan 83 BOULDERS DESCRIPTION SIZE Palm Springs Gold from Bedrock Boulders Minimum 18" x 18" x 21" YypSCAA AA and Landscape or approved equivilant £�LEWt -ToP�' t1 4o y Palm Springs Gold from Bedrock Boulders Minimum 18" x 21" x 24" F I�IALERrF� � T and Landscape or approved equivilant z 7578 EL CAJON BLVD., SUITE 200 I L I LA MESA, CA 91941 SIGN � Palm Springs Gold from Bedrock Boulders Minimum 21" x 24" x 36" X PHONE 619462 - 1515 2 -15 and Landscape or approved equivilant FAX: E., 61 462-1 re N o� - __ �_ _ ,�..... www.helixepi.com 0 5 10 20 TOLL RE 1- 8001L2277 2600 E CA�� Q,C_D, 01,29,14 SCALE: 1:10 PLANTING PLAN 2 Working Days Before You Dig DRAWN BY: ML CHECKED BY: BL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. LS STATION No. 1031 (ENC -31). 2.5" CITY OF RECOMMENDED---N APPROVE PUBLIC IMPROVEMENT PLANS FOR: ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. LANDSCAPE ENCINITAS BOULEVARD /O/ _S' f 7322" IN THE NORTHEAST CORNER OF ARCHITECT: DATE: 4/23/2014 BY: BY: SAFE ROUTES TO SCHOOL IMPROVEMENTS I DRAINAGE BOX ON THE NORTH SIDE OF IfV. BRADL Y EWIS EDWARD DEANE, RCE 48971 GLENN PRUIM, RICE 51274 ENCINITAS BOULEVARD AND 700 FEET EAST ENCINITAS BOULEVARD -WEST OF SEEMAN DRIVE OF WESTLAKE STREET. ELEVATION: 180.850' R.L.A. NO. 2657 EXP: 02/28/2015 DATE; 4 214 /I _ DATE: Y Z8, ✓7 PROJECT NO. CS13E SHEET 18 OF 21 DATUM: NGVD29 - RECORD OF SURVEY 18416 r IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE f i i; l JU l.0 w cn rF �f �I U I ~� X ,y �` - ---------- V \ 11 \p\ z'' eu PLANT LEGEND TREES SYMBOL SCIENTIFIC NAME OExisting Tree COMMON NAME CONTAINER SIZE SPACING QUANTITY NOTES SHRUBS -.. I SYMBOL SCIENTIFIC NAME COMMON NAME CONTAINER SIZE SPACING NOTES Q Aloe vera Aloe 1 gallon Per Plan 19 OFestuca mairei Atlas Fescue 1 gallon Per Plan 28 QSedum 'Autumn Joy' Stonecrop 1 gallon Per Plan 32 QQ Santolina chamaecyparisus Lavender Cotton 1 gallon Per Plan 28 GROUNDCOVER Uj SYMBOL SCIENTIFIC NAME COMMON NAME CONTAINER SIZE SPACING NOTES Sencio Serpens Blue Chalk Sticks flat 10" O.C. 602 SF triangular spacing VINES SYMBOL SCIENTIFIC NAME CONTAINER SIZE SPACING NOTES U* LP Parthenocisus tricuspidata Boston Ivy 1 gallon Per Plan 83 i -.. I t / a E I W LLI W 1 Uj r ,II I I I� ,r 1/ l r� 1 PLANTfN6 NOTES A Detail Letter Sheet SPACING - PLANT SPACING IS PER PLAN, UNLESS OTHERWISE NOTED IN LEGEND. FOR TRIANGULAR PLANT SPACING SEE DETAIL C, SHEET 21 PLANTS SHALL NOT CONFLICT WITH DRAIN INLETS. SWALE AREAS ALSO SHALL REMAIN MOSTLY CLEAR MULCH - MULCH ALL PLANTING AREAS TO A MINIMUM DEPTH OF 3 INCHES. MULCH SHALL BE KEPT OFF SASE OF PLANTS. SEE PLANTING DETAILS, SHEET 21 MULCH SHALL BE GROUND FIR, OR SPRUCE, FREE FROM WEED SEEDS, TANNIN, OR OTHER COMPOUNDS DETRIMENTAL TO PLANT LIFE. MULCH SHALL HAVE A SIZE RANGE OF ONE- FOURTH TO ONE INCH, WITH A MAXIMUM OF 50% PASSING A ONE- HALF -INCH SCREEN. BOULDERS DESCRIPTION SIZE Palm Springs Gold from Bedrock Boulders „ „ SC Ap Minimum 18 x 18 x 21 Y CWt and Landscape or approved equivilant D rs,t4 x, Palm Springs Gold from Bedrock Boulders Minimum 18" x 21" x 24" IG�LERT � o cs c 0 and Landscape or approved equivilant ti; Vl� 0 C I LAMES ,CA919LVD.,SUITE200 i -s O L LA MESA, CA 91941 StpNA c Palm Springs Gold from Bedrock Boulders Minimum 21" x 24" x 36" >_ X 2— �28 —t5 PHONE. 619 -462 -1515 and Landscape or approved equivilant FAX. 619462 -0552 CALL TOIL FREE wwwheiixepi.com D 0 5 10 20 1- 800 -227 -2600 QIC -01 01/29/14 �tAFA�1� SCALE: 1:10 PLANTING PLAN 2 Working Days Before You Dig. DRAWN BY: ML CHECKED BY: BL - CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING. DEPARTMENT DRAWING NO. T• k. JS STATION No. 1031 (ENC -31). 2.5" CITY OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. LANDSCAPE f ENCINITAS BOULEVARD 7322" IN THE NORTHEAST CORNER OF ARCHITECT: DATE: 4/23/2014 BY: _1OL6 K BY: SAFE ROUTES TO SCHOOL IMPROVEMENTS lO� -S� DRAINAGE BOX ON THE NORTH SIDE OF IA. BRADL YLEWIS EDWARD DEANE, RICE 48971 GLENN PRUIM, RCE 51274 ENCINITAS BOULEVARD AND 700 FEET EAST ¢�Z$ /�¢ DATE: 2 __ ENCINITAS BOULEVARD - WEST OF SEEMAN' DRIVE OF WESTLAKE STREET. ELEVATION: 180.850' R.L.A. NO. 2657 EXP: 02/28/2015 DATE: PROJECT NO. CS13E SHEET 9 OF 21 DATUM: NGVD29 - RECORD OF SURVEY 18416 r I IF THIS BAR DOES NOT MEASURE 1" ? -. 4 THEN DRAWING IS NOT TO SCALE 0-) i-- LU LU LU N w zi u�-A SEE LEGEND AND NOTES ON SHEET 15 K----------- DSGA A 0 9mu m DL • IL I 7578 EL CAJON BLVD., SUITE 200 1-4 LA MESA, CA 91941 I I x PHONE: 619462-1515 FAX • 619-462-0552 CA[l T0[[ FREE www.helixepi.com A 0 5 20 1T F p 1-800-227-2600 QIC-01 01/29/14 SCALE: 1:10 PLANTING PLAN 2 Working Dys Before You Dig DRAWN BY: ML CHECKED BY: BL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. STATION No. 1031 (ENC-31). 2.5" CITY OF RECOMMENDE APPROVE' Aor W.. f . .... .... . ENCINITAS BRASS DISC STAMPED "ENC-31 L.S. LANDSCAPE ENCINITAS BOULEVARD SDI 7322" IN THE NORTHEAST CORNER OF ARCHITECT: DATE: 4/23/2014 BY: BY: -sl DRAINAGE BOX ON THE NORTH SIDE OF BRADL Y NO EDWARD DEANE, RCE 48971 GLENN PRUIM, RCE 51274 SAFE ROUTES TO SCHOOL IMPROVEMENTS ENCINITAS BOULEVARD AND 700 FEET EAST R.L.A. NO. 2657 DATE: fhfs/4 DATE: A-jZA&1Z'v ENCINITAS BOULEVARD - EAST OF SEEMAN DRIVE OF WESTLAKE STREET. ELEVATION: 180.850' EXP: 02/28/2015 — PROJECT NO. CS13E SHEET 2O DATUM: NGVD29 - RECORD OF SURVEY 18416 Il I I I I 1! 1 1 1 1 1 1 1 1 1-7� IF THIS BAR DOES NOT MEASURE 1" ' i 4 THEN DRAWING IS NOT TO SCALE SHRUB PLANTING NOT TO SCALE VINE PLANTING AT WALL NOT TO SCALE DETAIL LEGEND lOSOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. O BACKFILL WITH NATIVE SOIL. O3 ROUGHEN SIDES AND 50TTOM OF PIT. O FINISHED GRADE. O (2) INCH MULCH LAYER DO NOT PLACE AGAINST CROWN OF PLANT O6 ROOTEALL SLIGHTLY HIGHER THAN FINISHED GRADE. O WATER 5ASIN. O FERTILIZER TABLET. INSTALL ONE WITH EACH 1 GALLON CONTAINER PLANT, INSTALL THREE WITH EACH 5 GALLON CONTAINER PLANT. DETAIL LEGEND lOSOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. O MACKFILL WITH NATIVE SOIL. O ROUGHEN SIDES AND BOTTOM OF PIT, O FINISHED GRADE. O (2) INCH MULCH LAYER DO NOT PLACE AGAINST CROWN OF PLANT O ROOTIBALL SLIGHTLY HIGHER THAN FINISHED GRADE. O WATER BASIN. O PLANT STAKE -- LEAN STAKE AGAINST WALL. LOOSELY TIE VINE TO STAKE O FERTILIZER TABLET. INSTALL ONE WITH EACH I GALLON CONTAINER PLANT, INSTALL THREE WITH EACH 5 GALLON CONTAINER PLANT. GROUNDCOVER PLANTING NOT TO SCALE LANDSCAPE BOULDERS NOT TO SCALE DETAIL LEGEND IQ TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL 2O MINIMUM (2) INCH MULCH LAYER Q FINISH GRADE ® MINIMUM (6) INCH PLANTING DEPTH Q 3' -4' PLANTING SOIL PER SPECIFICATIONS ® SCARIFIED SUEGRADE LEGEND: 1D LANDSCAPE BOULDER, TYPE, SIZE PER PLAN, BURY 1/3 OF BOULDER 1/2 IN SUBGRADE O FINISHED GRADE O SU5GRADE NO SCALE Wok o o' Es —� 2 DETAIL LEGEND O PLANT MATERIAL fi4 D TRIANGULAR SPACING PER O PLANTING PLANS AND LEGENDS PLANT ROW PLAN VIEW TRIANGULAR PLANT SPACING NOT TO SCALE P SCAp LE6YtS���,� -" ° 7578 EL CAJONBLVD., SUITE 200 L4 MESA, CA 91941 I I I I x PHONE 6191162 -1515 ' 1 I FAX 619-062 -0552 REN 3 . •, : �.rr ' www.helixepi.com o CALL TOL 1-800-227-2600 QIC_01 01/29/14 OFCAlt�C��� PLANTING DETAILS ' 2 Working. Dot's Before YOU. Dig. DRAWN BY: ML CHECKED BY: BL - CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DRAWING NO. , 6— STATION No. 1031 (ENC -31). 2.5" CITY OF RECOMMEND D APPROVE ENCINITAS BRASS DISC STAMPED "ENC -31 L.S. LANDSCAPE r ENCINITAS BOULEVARD 7322" IN THE NORTHEAST CORNER OF ARCHITECT: [" . F DATE: 4/23/2014 BY: BY: �_^+. /O/ -sI DRAINAGE BOX ON THE NORTH SIDE OF BRADL YLEWIS EDWARD DEANE, RICE 48971 GLENN PRUIM, RICE 51274 SAFE ROUTES TO SCHOOL IMPROVEMENTS ENCINITAS BOULEVARD AND 700 FEET EAST I ENCINITAS BOULEVARD - WEST OF SEEMAN DRIVE OF WESTLAKE STREET. ELEVATION: 180.850' R.L.A. NO. 2657 EXP: 02/28/2015 DATE: '� /Z t7/ /¢ DATE: y 2 �`� PROJECT NO. CS13E SHEET 21 OF 21 r)ATI IRA. mr-wmQ.- RPr -r)pn rw Ct IR\ /FY 1pAlA IF THIS BAR DOES NOT MEASURE 1" 0 1 21 1 3 t �4 THEN DRAWING IS NOT TO SCALE