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2004-52 SI (Plans)a w= IQ . BE DOE A L ,. W 1c AIJ_ BE Dt IN GE WITH THESE PLANS, THE OAT,QNIS FQR WORKS CONSTRUCTION, THE OEM UCTKIN sTmaARDs OF THE CITY OF ENCwAS AND THE SAN ww AREA 0601004k SMIN111011110 DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS RETORT TITLED GEOTECH MICA. INVESTIGATION. PROPOSED LIBRARY. CORNISH DRIVE AND D STREET. DATED NOVEMBER 21, 2004 BY IQ SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL IE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF- WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE StNLL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROT= ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE CONTRACTOR SHUT. 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. 7. THE CONTRACTOR SMALL 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 8. GRIO AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STIRACIURE FOR HUMAN OCCUPANCY SHALL HOT BE CONDUCTED BETWEEN THE HOURS OF 5 -30 P.M. AO 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HQO DAYS. 9. NO GRWW OPERATIONS SHALL COMMENCE UNTIL A PRE - GRADING MEETING HAS BEEN HELD O NSITE WITH THE FOLLOWING PEOPLE PRESENT: CiTY W- WECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -GRADE MEETING SHAT BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALUfG (760) 633 -2770. 10. PRIOR TO HAUUNG DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO ARID RECEIVE APPROVAL FROM THE CiTY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CiTY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF S€CURiTY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 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 0ONTR CTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAD UnUTIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CITY OF ENCINITAS PUBLIC WORKS - SANITARY DIVISION (760) 633 -2640 B. GAS At ELECTRIC - SAN DIEGO GAS Mr ELECTRIC 1 -600- 411 -7343 C. WATER - SAN DIEGUITO WATER DISTRICT (780) 633 -2709 D. TELEPHONE - PACIFIC BELL 1 -800- 310 -2355S E. CABLE TV - COX COMMUNICATIONS (760) 806 -9809 F. ADELPHA COMMUNICATIONS (760) 931 -7000) 2. CONTRACTOR SHALL NOTIFY THE CRY 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 C. GRADING I. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS /HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFIU.S AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WiTH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. 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. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETAGI.E MATTER AND OBJECTIONABLE MATERIAL. SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND A AN 4L SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH! OF 6" MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM OF 90 PERCENT (ASTM D1557 -91). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WiTH SPECIFICATIONS AND THE SOILS REPORT. 4. 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 SHILLL. BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHAT BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE 5. AL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED. PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR So AS TD LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT ARID FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. DEBRIS FILLS SHALL NOT BE PLACED WITHIN THE PROJECT SITE. C. PALEONTOLOGICAL RESOURCES THE CONTRACTOR SHALL PROVIDE A FULL-TIME PALEONTOLOCAL MONITORING PROGRAM DURING ALL SOIL EXCAVATION PURSUANT TO THE FOLLOWING REQUIREMENTS: I. PRIOR TO ISSUANCE OF A BUILDING AND / OR A GRADING PERMIT, A QUAJFIED PALEONTOLOGIST AND / OR PALEONTOLOGICAL MONITOR SHALL BE RETAINED TO IMPLEMENT THE MONITORING PROGRAM. THE REQUIREMENT FOR PALEONTOLOGICAL MONITORING SHALL DE NOTED ON THE GRADING PLAN. ALL PERSONS INVOLVED IN THE PALEONTOLOGICAL MONITORING OF THE PROJECT SHAT BE APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO THE START OF MONITORING. 2. THE PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR SHALL BE ON SITE FULL-TIME DURING EXCAVATION OF THE BAY POINT FORMATION MATERIALS. MONITORING MAY BE INCREASED OR DECREASED AT THE DISCRETION OF THE QUALIFIED PALEONTOLOGiST, IN CONSULTATION WITH THE COMMUNITY DEVELOPMENT DEPARTMENT, AND WILL DEPEND ON THE RATE OF EXCAVATION, THE MATERIALS EXCAVATED, AND THE ABUNDANCE OF FOSSILS. 3. WHEN REQUESTED BY THE PALEONTOLOGIST, THE DIRECTOR OF ENGINEERING SERVICES SHALL DIVERT, DIRECT, OR TEMPORARILY HALT CONSTRUCTION ACTIVITIES IN THE AREA OF DISCOVERY To ALLOW RECOVERY OF FOSSIL REMAINS. THE PALEONTOLOGIST SHALL IMMEDIATELY NOTIFY THE COMMUNITY DEVELOPMENT DEPARTMENT OF SUCH FINDING AT THE TIME OF DISCOVERY. THE COMMUNITY DEVELOPMENT DEPARTMENT SHALL APPROVE SALVAGING PROCEDURES TO BE PERFORMED BEFORE CONSTRUCTION ACTIVITIES ARE ALLOWED TO RESUME. 4. THE PALEONTOLOGIST SHALL BE RESPONSIBLE FOR PREPARATION OF FOSSILS TO A POINT OF IDENTIFICATION AND SUBMITTAL OF A LETTER OF ACCEPTANCE FROM A LOCAL QUALIFIED CURATKXN FACILITY. ANY DISCOVERED FOSSIL SITES SHALL BE RECORDED 8Y THE PALEONTOLOGIST AT THE SAN DIEGO NATURAL HISTORY MUSEUM. 5. PRIOR TO FINAL APPROVAL OF GRADING. A MONITORING RESULTS REPOT, WITH APPROPRIATE GRAPHICS. SUMMARIZING THE RESULTS, ANALYSIS AND CONCLUSIONS OF THE PALEONTOLOGICAL MONITORING PROGRAM SHALL BE SUBMITTED TO A4D BE APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT. REVISIONS JAPPROVED1 DATE ( REFERENCES ECORD DRAWING 1 107/31/081 • • 1, 1 :� ENVIRONMENTAL DATA: 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE 2) MAXIMUM VERTICAL DEPTH OF CUT 3) MAXIMUM VERTICAL DEPTH OF FILL - 15,120 C.Y. X 27 4) AVERAGE DEPTH OF CUT - 408,240 C.F. - > 106,090 S.F. 200 C.Y. X 27 5) AVERAGE DEPTH OF FILL - 5,400 C.F. - GILL 106,090 S.F. EARTHWORK: CUT 15,120 C.Y. FILL 200 C.Y. IMPORT /EXPORT 14,920 C.Y. 1, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SiTE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES AND ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RCE NO.: EXP. DATE: OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STAADIUTY OF THE SiTE. SIGNATURE DATE Underground Service Alert Call:TOLL FREE 1 -800 422 -4133 DATE BENCH MAW MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW LY CORNER OF THE BNDRY OF MAP NO. 11795. SCALE HORIZONTAL VERTICAL _ BY: 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. THE ENGINEER AGREES THAT ANY PLAN CHECK 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 NEGUGENT 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. BY DATE: 9 -6 -05 LEE S. WOOTEN RCE NO: 25142 P &D CONSULTANTS 8954 RIO SAN DIEGO DRIVE, STE. 610 SAN DIEGO, CA 92108 619 -291 -1475 JOB NO. 048175699.E202 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 DE, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE UMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN. I.E., LINE CROSSING, UNE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MANS SHAT BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDi7R WATER MANS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACIUfY (FIRE HYDRANT, METERS, VALVES, VALAEE 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. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARAlEUNG WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 8. 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 SERVICING. 7. CONTRACTOR IS REQUIRED TO POT HOLE AND VERIFY EXISTING WATERLING PRIOR TO THE INSTALLATION OF ANY ADJACENT UTILITIES. The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. DATE: RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P &D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. SIGNATURE EXPIRES 2 YEARS AFTER DATE N • 61 O SAW CUT AC PAVEMENT. SEE DETAIL "CITY OF ENCINITAS METHOD FOR JOINING TO EXISTING PAVEMENT". 2fJ REMOVE EXISTING SIDEWALK, CURB & GUTTER. 3O CONSTRUCT 6" PCC CURB & GUTTER PER SAN DIEGO REGIONAL STD DWG G -2 TYPE G. ® REMOVE EXISTING AC PAVEMENT. 5O CONSTRUCT 10' WIDE CROSS GUTTER PER SAN DIEGO REGIONAL STANDARD DWG G -12. © CONSTRUCT 4" AC PAVEMENT OVER 6" CLASS II BASE. O CONSTRUCT 6" PCC CURB PER SAN DIEGO REGIONAL STD DWG G -1 8� CONSTRUCT 5' SIDEWALK PER SAN DIEGO REGIONAL STD DWG G -7. 9� CONSTRUCT STONE RETAINING WALL PER DETAIL 5 ON SHEET A 42 10 REMOVE EXISTING AC BERM. 11 CONSTRUCT PEDESTRIAN RAMP TYPE "D" PER SAN DIEGO REGIONAL STD DWG G -31. 1© CONSTRUCT PEDESTRIAN RAMP TYPE "A" WITH CURB PER SAN DIEGO REGIONAL STD DWG G -27 O3 CONSTRUCT CONCRETE RETAINING WALL SEE ARCHITECTURAL PLANS ®4 CONSTRUCT CONCRETE DRIVEWAY PER SAN DIEGO REGIONAL STD DWG G -14A T5 CONSTRUCT TYPE "B" CURB INLET PER SAN DIEGO STD DWG D -2, Y =4',V= 4.20'. 16 CONSTRUCT TYPE "A" CONCRETE MOWING STRIP PER SAN DIEGO REGIONAL STD. DWG. L -3. 17 CONSTRUCT TYPE "B -1" CURB INLET PER SAN DIEGO REGIONAL STD DWG. D -2. L =10', V =4.20, Y =4'. 18 VERIFY FIRE HYDRANT LOCATION. NOT USED ©0 CONSTRUCT 2" PVC WATER LINE. ©1 CONSTRUCT 6" PVC SEWER WITH PER STD SS -01 AND SS -03. © CONSTRUCT CURB DRAIN OUTLET AT 6" CURB. USE 1 -4" PIPE © CONSTRUCT 2" WATER SERVICE AND BACKFLOW PREVENTER PER WATER AGENCIES STANDARDS DWG WS -02 AND WR -01 ON SHEET C -7. ® CONSTRUCT 6" DIP WATER FIRE SERVICE PER STD WP -02. ©5 CONSTRUCT 6" BACKFLOW PREVENTER PER WATER AGENCIES STANDARDS DWG WR -02 ON SHEET C -7. 26 ROOF DRAIN PIPE PER ARCHITECTURAL PLANS. Q CONSTRUCT 4" PVC DRAIN PIPE OR SIZE AS SHOWN. CONNECT WITH "T "S, "Y "S, ETC. AS NEEDED. ® PROVIDE NEW Or WATER METER FOR POINT OF CONNECTION FOR IRRIGATION WATER NTH 1 VBACKFLOW PREVENTER PER STD WS -02 AND WR -01. 6 CONSTRUCT GAS METER BOX. ® NOT USED. 31 CONSTRUCT SEWER CLEANOUT PER SAN DIEGO STD. DRAWINGS SDS -103. CONSTRUCT TYPE A STORM DRAIN CLEANOUT PER SAN DIEGO STD DWG. D -9. © CONNECT 18" RCP TO EXISTING 54" RCP PER SAN DIEGO STD DWG D -63. 34 TRENCHING, BACKFILLING AND FINISHING OF STORM DRAIN PIPE SHALL CONFORM TO SAN DIEGO REGIONAL STANDARDS D -60 AND CITY OF ENCINITAS "UTILITY TRENCH BACKFILL AND RESURFACING STANDARD ". 35 CONTRACTOR TO VERIFY DEPTH AND NOTIFY ENGINEER. CROSSING UNDER EXISTING WATER LINE TO BE PERFOMED PER WATER AGENCIES STANDARD WP -08. (D PROTECT IN PLACE. ® ADJUST TO GRADE. © REMOVE EXISTING UTILITY. ® EXISTING WATER METER TO REMAIN. Q TO BE REMOVED. ® RELOCATE. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: 09/06/05 By- R.C.E. NO. 25142 Lee S. Wooten ENGINEER EXP. 12 -31 -05 DATE: _ APPROVALS APPROVED - BY: DATE: SAN DIEGO REGIONAL STANDARD DRAWINGS D -2 CURB INLET - TYPE B D -10 STORM DRAIN CLEANOUT - TYPE B D -60 PIPE BEDDING AND TRENCH BACKFILL D -63 CONCRETE LUG G -1 CURBS AND GUTTER - SEPARA TE G -2 CURB AND GUTTER - COMBINED G -7 SIDEWALK - TYPICAL SEC77ON G -12 CROSS GUTTER G -14A DRI VEWA Y APPROACH G- 24 TRENCH RESURFACING TYPE A & B G -27 CURB RAMP - TYPE A AND B S -3 SEWER MAIN CLEANOUT S -13 HOUSE CONNECTION (SEWER LATERAL) 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 UKE 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 TRICKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES -A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAN 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 SHAW. BE PROTECTED AGAINST EROSION BY INSiALUNG.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 CHWNEL 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 WASTE HOTLINE TOLL FREE AT (800) EDCO AT (760) 436 -4151. - 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 CONTAIHMiENT FOR ALL FUEL STORED ON -SITE. - ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT GIN -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMiSATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL DE COVERED OR PROTECTED WITH SOIL STIABILIZATKNN 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 POLLUTON 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. 4G47L� - CONTRACTOR SHVLLL 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 DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT UDS SHALL BE PLACED WITHIN STRUCTURES WiTH IMPERVIOUS ROOFING OR COVERED WiTH TARPS IN ORDER TO AVOID RAN CONTACT WiTH ANY TRASH MATERIAL- -MANY CONSTRUCTION MATERIALS. INCLUDING SOLVENTS. WATER -BASED PANTS, 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 714 -1195. FOR INFORMATION ON LANDFILLS AND To ORDER DUMPSTERS CALL - 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 PREVIOUS SURFACES. -ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET. GUTTER. AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERA. THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SiTE. CITY (M= EICNITM4aB ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY GRADING PLAN/ DRAINAGE- TITLE SHEET C 1 WORK PROJECT N0. SHEET 1 OF 13 �2"S/ v O c v c u n J J O to 0 7 In in °ao_ a mN I 0) N .p < ^ 0 o to :i O w m to C 0 1- GO1oI0n a f W `.•"{ D 1500 1 1 N E 9512.9 9730.4 - �- - - - - -- 9,999.98 9,999.98 EAST "D" STREET - 19 +79.73 CL N 9531.7T 9,511.66 9,979.39 - - - E 9758.8 EXISTING-- __ e_._._ _r - j` + •, _ _ N 9547.7 RET_ ALL 19 E 9771.0 ®®' • • • . . yY•,• . +. N� 934x;.0 I `YON E 9776.2 k C1 1 C2 TERRANIN 0 - o C4 00 ,N' 957,1.9 � _ SEE ARCHITECTURAL - ' 1�1 o" E 9.797.1 �' DRAWING SHT AOb FOR w / xo,r �• C5 WALKWAY LAYOUT 24.9 _ r r (C3) N .9573 4 f W `.•"{ D 1500 1 NORTHING FASTING ROADWAY STATION OFFSET 9,999.98 9,999.98 EAST "D" STREET - 19 +79.73 CL ® 9,511.66 9,979.39 EAST "E" STREET - 14 +78.69 0.13' LT ti +i+ !L •, _ _ D C �P + O o a O.o' :U 23.7 21.4 EAST "E" STREET o STA 15 +00 = o ' CORNISH DRIVE wv STA 100 ±00 -S- SURVEY C�NTROL ' 60,7 EXISTING CITY HALL TABLE t 's d�wing, issued for use in constructi I� I � t u � 5:u _-�- 98.78 to O O ° R/W e IIN 9570.4 a ° a 1 4. d:° 3.5' R W M C1 �' -• 1 ° a C1 101 +00 N v N M y N - - = CORNISH DRIVE _ X02 +00 _ _ - -- _ __ S -=` - - s - -�-_ - - - - r - - - 103 +00 - - __ _ - -- tIti s f_8-- _ -'"�' 104 +00 a -�__ -- - s - - - - s - - NO2-1 3 "E - - --+-- _ _ - -s- -s - - - -_ - -EA-ST � D" 1!REET STA 20+ 0 = TERRACE (TYP.) \ + O O D 1 it �R� T"� CURB a9RVE p I�a1c171 11Ai�9s r LINE LENGTH C1 3'37• 20.51 38150 10.88 L1 12,1 L8 16,.1 58'13'31" 37.09 38.50 219.32 L3. 71. C3 3'55 °14' 7.t� 110.97 3,80 L4 14. l5 3.1 C4 38'31'12' 24.20 36.00 1258 L8 3.'. C5 58'13'01" 31.49 31.00 17.28 L7 18.1 L8 0.; C8 .3'54'44' 7.20 105.47 3.52 L9 11.: C7 3ry4'3g• 7214 1274.10 38.08 L10 17.: L11 75.' CB 8'48'43' 10.63 88.39 5.32 Lit 7.: C9 8'48'25" 106.89 708.40 54,55 L13 6.1 L14 8.: 5544'52" 29.19 3tL00' 15.87 L15 11.: C1 81.08.45" 35.39 25.00 21.39 L18 19.' L17 125.1 1 9232'24' 18.57 11.50 12.02 Lt 8 10.: 1 8T2T38" 17.55 11.50 11.00 L7 9 14.1 L20 14.: 9854'49" 4 .i.t6 25.00 29.23 L21 42.: NOT USED L22 14'1 L23 27.° NOT USED L24 14.: 2831'35" 7.18 15.50 3.85 L25 7.; L26 B.I 15157'59• 54.37 20.50 81.1 -2 L27 8.; 2631'35" 7.18 15.50 3.85 L28 8.: L29 NOT USED 81'08'44" 36.70 25.50 21.82 L30 NOT USED 3652'12" 8.44 10.00 3.33 L31 30.1 �I t � I� w vJ siIO 1 O 20.0, � 1 30.0' � I (TYP.) � 1 NORTHING FASTING ROADWAY STATION OFFSET 9,999.98 9,999.98 EAST "D" STREET - 19 +79.73 CL ® 9,511.66 9,979.39 EAST "E" STREET - 14 +78.69 0.13' LT ti +i+ •, _ _ ®®' • • • . . yY•,• . +. �I t � I� w vJ siIO 1 O 20.0, � 1 30.0' � I (TYP.) � 1 � - r -- - -•- - - � � ... STA � +$8.74 on 'anal GADD plot of NE BEING OFFSET 20.00 FEET NORTHWESTERLY &PARALLEL WITH THE CENTERLINE OF CORNISH DRIVE AS SHOWN ON RECORD SURVEY MAP N0.796. CUKB TABLE CURVE LENGTH RADIUS Delta C21 0.79 0.50 " C22 0.79 0.50 ' C23 8.24 4.00 C24 NOT USED NOT USIA NOT USED C25 NOT USED NOT USED NOT USED CiZB 7.85 5.00 r w C27 4.71 200 i ' C28 23.58 30.00 +pp'Op" C29 5.78 30.50 1 C30 1.72 1.00 c31 3.28 5:00 7.35'30• C32 3.87 1.50 7" C33 0.78 0.50 9cvwocr NORTHING FASTING ROADWAY STATION OFFSET 9,999.98 9,999.98 EAST "D" STREET - 19 +79.73 CL ® 9,511.66 9,979.39 EAST "E" STREET - 14 +78.69 0.13' LT � - r -- - -•- - - � � ... STA � +$8.74 on 'anal GADD plot of NE BEING OFFSET 20.00 FEET NORTHWESTERLY &PARALLEL WITH THE CENTERLINE OF CORNISH DRIVE AS SHOWN ON RECORD SURVEY MAP N0.796. CUKB TABLE CURVE LENGTH RADIUS Delta C21 0.79 0.50 " C22 0.79 0.50 ' C23 8.24 4.00 C24 NOT USED NOT USIA NOT USED C25 NOT USED NOT USED NOT USED CiZB 7.85 5.00 r w C27 4.71 200 i ' C28 23.58 30.00 +pp'Op" C29 5.78 30.50 1 C30 1.72 1.00 c31 3.28 5:00 7.35'30• C32 3.87 1.50 7" C33 0.78 0.50 9cvwocr OFOUND 3/4" D1A. IRON PIPE WITH DISK STAMPED SD CO ENGR PER RECORD OF SURVEY MAP N0.15473. ACCEPTED HEREON FOR THE CENTERLINE INTERSECTION OF "D" STREET WITH A LINE BEING PARALLEL AND OFFSET 25.00 FEET WESTERLY FROM THE WESTERLY BOUNDARY LINE OF EAST BLOCK 5 OF ENCINITAS, ACCORDING TO MAP THEREOF NUMBER 148. 2�FOUND 1/2" DIA. SPIKE (NO CAP) PER M.S. 182 (SEE CFB 03 -304). THE SET 1/2" REBAR dt CAP MARKED LS 5026 PER RECORD OF SURVEY MAP 9028 WAS NOT FOUND. CORNER RECORD N0.2962 FOUND THIS MONUMENT, ALTHOUGH DID NOT ACCEPT. ACCEPTED HEREON FOR THE CENTERLINE INTERSECTION OF EAST "E" STREET WITH A LI C34 0.78 0.50 r w C35 5.80 3.50 C38 2.82 19.92 C37 9.83 18.00 ry ' C38 11.00 14.00 45'00'00' C39 5.94 4.00 85 '13• coo 0.61 1.00 '58.47• on, is stamped and signed by a registered engineer. I OD I I I I ' BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE CCS, NAD 83, ZONE 6 GRID BEARING BETWEEN COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS FOUND MONUMENT STATION NAME "ENCTCFP5" AND "ENCTC2" AS NOM ALL DK*39 O S Add TO FACE W CUFB SHOWN ON RECORD OF SURVEY MAP NO.15473, I.E., N 02'11'08 "W. REVISIONS APPROVED DATE REFERENCES DATE I MAC SCALE $AN DEq�p WATER D SW APPWVALS C TY OP'R EWNW44T RECORD DRAWL 07/31/08 MON U' V �j� Ai 1 i\ u u +7 Z m t � k c i � 2 FIRE DEPARTMENT NOTES SIGNS LABELED ®:PROVIDE DUAL FACED SIGN "NO PARKING FIRE LANE" EACH SIDE. CURBS LABELED IN TABLE BELOW SHALL BE PAINTED RED AND LABELED "NO PARKING FIRE LANE ", PAINT TYPE AND COLOR TO APPROVED BY FIRE DEPARTMENT. C9 C35 L1 L44 C10 C36 L7 L45 C13 C37 L10 L64 C14 C38 L15 L65 C19 C40 L23 L66 C26 C49 L31 L67 C28 C50 L32 L68 C29 C52 L37 C31 PAVEMENT LEGEND AC PAVEMENT 4" OF AC OVER 6" CLASS II BASE 0 AC PAVEMENT 3" AC OVER 4" CLASS II BASE CONSTRUCT PCC PAVEMENT SCALE: 1 " =20' 0 20 40 60 ENGINEERING SERVICES DEPARTMENT DRAWNG N0. C 2 UMENT STAMPED LS 4539 PER HORIZONTAL 1 -20 BY: DATE: PLANS PREPARED UNDER SUPDEA ES1009 06 05 BYCOMMENDED BYPROVED ENCINITAS COMMUNITY LIBRARY MAP N0. 11795. ACCEPTED AS "_ CNTRLINE INT. AT ANGLE POINT IN 25142 HORIZONTAL CONTROL "D" ST. AT MOST SW'LY CORNER VERTICAL R.C.E. N0. DATE: OATS: OF THE BNDRY OF MAP N0. 11795. SIGNATiJRE EXPIRES 2 YEARS AFTER DATE Lee S. Wooten ENGINEER EXP 12 -31 -05 WORK PROJECT NO. SHEET 2 OF 13 Jj'C4J�1 �Q v a 3 a i ti I J a o ` U N Y i J m Z :J 1' T 0 a 6 C U c S n 0 loo fn � 00 •d' � N <t � pU^ � O to UONv 0- 00 N 0_ ti +i+ •, _ _ ®®' • • • . . yY•,• . +. C34 0.78 0.50 r w C35 5.80 3.50 C38 2.82 19.92 C37 9.83 18.00 ry ' C38 11.00 14.00 45'00'00' C39 5.94 4.00 85 '13• coo 0.61 1.00 '58.47• on, is stamped and signed by a registered engineer. I OD I I I I ' BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE CCS, NAD 83, ZONE 6 GRID BEARING BETWEEN COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS FOUND MONUMENT STATION NAME "ENCTCFP5" AND "ENCTC2" AS NOM ALL DK*39 O S Add TO FACE W CUFB SHOWN ON RECORD OF SURVEY MAP NO.15473, I.E., N 02'11'08 "W. REVISIONS APPROVED DATE REFERENCES DATE I MAC SCALE $AN DEq�p WATER D SW APPWVALS C TY OP'R EWNW44T RECORD DRAWL 07/31/08 MON U' V �j� Ai 1 i\ u u +7 Z m t � k c i � 2 FIRE DEPARTMENT NOTES SIGNS LABELED ®:PROVIDE DUAL FACED SIGN "NO PARKING FIRE LANE" EACH SIDE. CURBS LABELED IN TABLE BELOW SHALL BE PAINTED RED AND LABELED "NO PARKING FIRE LANE ", PAINT TYPE AND COLOR TO APPROVED BY FIRE DEPARTMENT. C9 C35 L1 L44 C10 C36 L7 L45 C13 C37 L10 L64 C14 C38 L15 L65 C19 C40 L23 L66 C26 C49 L31 L67 C28 C50 L32 L68 C29 C52 L37 C31 PAVEMENT LEGEND AC PAVEMENT 4" OF AC OVER 6" CLASS II BASE 0 AC PAVEMENT 3" AC OVER 4" CLASS II BASE CONSTRUCT PCC PAVEMENT SCALE: 1 " =20' 0 20 40 60 ENGINEERING SERVICES DEPARTMENT DRAWNG N0. C 2 UMENT STAMPED LS 4539 PER HORIZONTAL 1 -20 BY: DATE: PLANS PREPARED UNDER SUPDEA ES1009 06 05 BYCOMMENDED BYPROVED ENCINITAS COMMUNITY LIBRARY MAP N0. 11795. ACCEPTED AS "_ CNTRLINE INT. AT ANGLE POINT IN 25142 HORIZONTAL CONTROL "D" ST. AT MOST SW'LY CORNER VERTICAL R.C.E. N0. DATE: OATS: OF THE BNDRY OF MAP N0. 11795. SIGNATiJRE EXPIRES 2 YEARS AFTER DATE Lee S. Wooten ENGINEER EXP 12 -31 -05 WORK PROJECT NO. SHEET 2 OF 13 Jj'C4J�1 �Q v a 3 a i ti I J a o ` U N Y i J m Z :J 1' T 0 a 6 C U c S n 0 loo fn � 00 •d' � N <t � pU^ � O to UONv 0- 00 N 0_ on, is stamped and signed by a registered engineer. I OD I I I I ' BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE CCS, NAD 83, ZONE 6 GRID BEARING BETWEEN COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS FOUND MONUMENT STATION NAME "ENCTCFP5" AND "ENCTC2" AS NOM ALL DK*39 O S Add TO FACE W CUFB SHOWN ON RECORD OF SURVEY MAP NO.15473, I.E., N 02'11'08 "W. REVISIONS APPROVED DATE REFERENCES DATE I MAC SCALE $AN DEq�p WATER D SW APPWVALS C TY OP'R EWNW44T RECORD DRAWL 07/31/08 MON U' V �j� Ai 1 i\ u u +7 Z m t � k c i � 2 FIRE DEPARTMENT NOTES SIGNS LABELED ®:PROVIDE DUAL FACED SIGN "NO PARKING FIRE LANE" EACH SIDE. CURBS LABELED IN TABLE BELOW SHALL BE PAINTED RED AND LABELED "NO PARKING FIRE LANE ", PAINT TYPE AND COLOR TO APPROVED BY FIRE DEPARTMENT. C9 C35 L1 L44 C10 C36 L7 L45 C13 C37 L10 L64 C14 C38 L15 L65 C19 C40 L23 L66 C26 C49 L31 L67 C28 C50 L32 L68 C29 C52 L37 C31 PAVEMENT LEGEND AC PAVEMENT 4" OF AC OVER 6" CLASS II BASE 0 AC PAVEMENT 3" AC OVER 4" CLASS II BASE CONSTRUCT PCC PAVEMENT SCALE: 1 " =20' 0 20 40 60 ENGINEERING SERVICES DEPARTMENT DRAWNG N0. C 2 UMENT STAMPED LS 4539 PER HORIZONTAL 1 -20 BY: DATE: PLANS PREPARED UNDER SUPDEA ES1009 06 05 BYCOMMENDED BYPROVED ENCINITAS COMMUNITY LIBRARY MAP N0. 11795. ACCEPTED AS "_ CNTRLINE INT. AT ANGLE POINT IN 25142 HORIZONTAL CONTROL "D" ST. AT MOST SW'LY CORNER VERTICAL R.C.E. N0. DATE: OATS: OF THE BNDRY OF MAP N0. 11795. SIGNATiJRE EXPIRES 2 YEARS AFTER DATE Lee S. Wooten ENGINEER EXP 12 -31 -05 WORK PROJECT NO. SHEET 2 OF 13 Jj'C4J�1 �Q v a 3 a i ti I J a o ` U N Y i J m Z :J 1' T 0 a 6 C U c S n 0 loo fn � 00 •d' � N <t � pU^ � O to UONv 0- 00 N 0_ BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE CCS, NAD 83, ZONE 6 GRID BEARING BETWEEN COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS FOUND MONUMENT STATION NAME "ENCTCFP5" AND "ENCTC2" AS NOM ALL DK*39 O S Add TO FACE W CUFB SHOWN ON RECORD OF SURVEY MAP NO.15473, I.E., N 02'11'08 "W. REVISIONS APPROVED DATE REFERENCES DATE I MAC SCALE $AN DEq�p WATER D SW APPWVALS C TY OP'R EWNW44T RECORD DRAWL 07/31/08 MON U' V �j� Ai 1 i\ u u +7 Z m t � k c i � 2 FIRE DEPARTMENT NOTES SIGNS LABELED ®:PROVIDE DUAL FACED SIGN "NO PARKING FIRE LANE" EACH SIDE. CURBS LABELED IN TABLE BELOW SHALL BE PAINTED RED AND LABELED "NO PARKING FIRE LANE ", PAINT TYPE AND COLOR TO APPROVED BY FIRE DEPARTMENT. C9 C35 L1 L44 C10 C36 L7 L45 C13 C37 L10 L64 C14 C38 L15 L65 C19 C40 L23 L66 C26 C49 L31 L67 C28 C50 L32 L68 C29 C52 L37 C31 PAVEMENT LEGEND AC PAVEMENT 4" OF AC OVER 6" CLASS II BASE 0 AC PAVEMENT 3" AC OVER 4" CLASS II BASE CONSTRUCT PCC PAVEMENT SCALE: 1 " =20' 0 20 40 60 ENGINEERING SERVICES DEPARTMENT DRAWNG N0. C 2 UMENT STAMPED LS 4539 PER HORIZONTAL 1 -20 BY: DATE: PLANS PREPARED UNDER SUPDEA ES1009 06 05 BYCOMMENDED BYPROVED ENCINITAS COMMUNITY LIBRARY MAP N0. 11795. ACCEPTED AS "_ CNTRLINE INT. AT ANGLE POINT IN 25142 HORIZONTAL CONTROL "D" ST. AT MOST SW'LY CORNER VERTICAL R.C.E. N0. DATE: OATS: OF THE BNDRY OF MAP N0. 11795. SIGNATiJRE EXPIRES 2 YEARS AFTER DATE Lee S. Wooten ENGINEER EXP 12 -31 -05 WORK PROJECT NO. SHEET 2 OF 13 Jj'C4J�1 �Q v a 3 a i ti I J a o ` U N Y i J m Z :J 1' T 0 a 6 C U c S n 0 loo fn � 00 •d' � N <t � pU^ � O to UONv 0- 00 N 0_ Jj'C4J�1 �Q v a 3 a i ti I J a o ` U N Y i J m Z :J 1' T 0 a 6 C U c S n 0 loo fn � 00 •d' � N <t � pU^ � O to UONv 0- 00 N 0_ WARP SIDEWALK cIROSS AIa q \TO MATOH OF WALK. I i i 20' TRANSITION F!?OM _ 20' TRANSITION FROM 4 TO 1 :? XI IN 1:1 EXISTING 8% SOIL CEII 'SLOPE PAVING I 143 60 If r130.00 FG 8% SOIL CEMENT SLOPE PAVING z 0 144.34 FS a14 cc /wDOC FG (TYPC .,v t • • �� r .. 6 • 44. VEC�TOLANTEA, - TERRACE FLOOR, AND • ROOF' T4 U7E PVC DRAI PIPE.., mum MEN th 0 Na 44 75 /1 44 q •I ••1.1 �U 1 • 1 Is! 11OWN �� _0 • On iff nil t 00 � 00 XOC x O - 125 -�- 130 a � , -� tr b 142.50 IE cc '3 LANDSCAPE TERRACE AREA 12X12 CB 1 I 0° FS $ G \X 145 0 11 '' HIT a APPROX. 3Y]' 144,5 12X12 CB iTRACTDR TO 26 F j 9 FOR FS THIS ARE LANDSCAPE 5 / FY44.96;,; vs 'k o • • w rn NOTE. I - IN THE EVENT THAT ANY PREHISTORIC, HISTORIC OR PLEONTOGICAL RESOURCES ARE DISCOVERED DURING CONSTRUCTION, RELATED TO EARTH GRADING OR DEMOLITION ACTIVITIES, ALL WORK SHALL BE HALTED AND A QUALIFIED ARCHAEOLOGIST OR PALEONTOLOGIST SHALL BE CONSULTED TO ASSESS THE SIGNIFICANCE OF THE FIND, IF ANY FIND IS DETERMINED TO BE SIGNIFICANT, THEN THE CITY OF v o ENCNITAS AND THE ARCHAEOLOGIST AND /OR c ` o PALEONTOLOGIST WILL MEET AND DETERMINE THE V I APPROPRIATE COURSE OF ACTION. VARIES 1' -3' SURFACE DRANGE I FROM CURB OPENINGS a. z DRAINAGE SEE CONST. NOTE W -� (BIOFILTRAITON) SWALE SEE L/S PLANS -j FOR PLANT o MATERIAL T // J� 10' CURB TRANSITION FROM 6" TO " 142.50 TC 142.00 FG 1 3 )� � � � .3141 05T( -- ----__ __ CORNISH DRIVE NO2.17 30 E OR , j CONSTRUCTION NOTES - CONSTRUCT O DIEGO REGIONAL STCDWG GUTTER G. SAN 13 ARCHITECTURAL CONCRETE L RETAINING WALL SEE 22 CONSTRUCT CURB DRAIN OUTLET AT 6 „ ,. CURB. 37 BLADE A 12 DEEP (AT CENTER) USE 1 -4" PIPES. BIO- FILTRATION SWALE WITH A O CONSTRUCT WG GURB PER SAN DIEGO 14 DIEGO REGIONAL STDUD GR GTIZNTRANCE PER SAN 26 ROOF DRAIN PIPE PER ARCHITECTURAL PLANS. SEE PDETAIIL SHEET IGC- COOURSE. NO SCALE DRAINAGE DRAINAGE DATA - SITE NO. DELTA OR BEARING GRADE CONSTUT WALL PER O 42 16 RIP 27 CONSTRUCT PVC DRAIN PIPE, 4" OR SIZE AS SHOWN. RETAINING DETAILR5CONCSHEETO 120' PER STANCDIEGO REGIONAL STD. STD. DWG,, L-3. 2 12 'DWG�G H27. 1.0% CONSTRUCT URB SAN 36 ON CURB PERTSAN DIEGO REGIONAL TD 17 'DIEGO DWG D-2, 110', V 4E2' FOR DRAINAGE TO BIO FILTRATION SWALE NO SCALE DRAINAGE DRAINAGE DATA - SITE NO. DELTA OR BEARING GRADE LENGTH SIZE 1 N00'11'49 "E 0.5% 120' 6" PVC 2 N40.44'48 "W 1.0% 31' 6" PVC 3 N89'44'59 "E 1.5% 32' 8" PVC 4 N89'44'59 "E 1.5% 47' 8" PVC 5 N71.29'24 "E 1.5% 110' 8" PVC 6 NO2'05'03" 1.5% 128' 8" PVC 7 N06- 16 -21 "E 1.5% 76' 12" PVC 8 N00.17'52 "W 1.5% 106' 12" PVC 9 N69'52'58 "E 1.5% 14' 12" PVC 1 N08.05'22 "E 1.0% 72' 6" PVC 11 N59'56'03 "E 1.5% 33' 8" PVC 1 N89.01'42 "E 1.5% 28' 8" PVC 1 N89.01'42 "E 1.5% 30' 8" PVC la I N89.01 -42 "E 1 3.2% 90' 12" PVC 10 N00.00'00 "E 1 2.0% 116' 8" PVC O POPOUT CURVE INFORMATION TABLE NO. DELTA RADIUS LENGTH TAN 1� 36'52'12" 10' 6.44' 3.33' 1 172.3912 25' 75.33' 389.41' EXISTING ISLANDS TO BE REMOVED, PLACE WITH AC PAVING & MATCH TO D EXISTING SEE SHT. C11 C? LEGEND 104 +8 74 0 EXISTING ISLANDS 0 BE- REMOVED, PLACE WI AC PAVING & MATCH TO EXI TING - SEE SH C11 I REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT ,w APPROVALS CITY OF EN IN ® AC REMOVAL r SLOPE PAVING P.C.C. PAVING 1 i 1 20' 0' 20' 40' 60' GRAPHIC SCALE: 1 " =20' ENGINEERING SERVICES DEPARTMENT DRAWING NO. REM IMAMMiG 07/31/08 MONUMENT STAMPED LS 4539 PER PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED ENCINI TAS COMMUNITY LIBRARY MAP NO. 11795. CNTRLINE INT. AT ACCEPTED HORIZONTAL 1 " =20' BY: DATE: DATE: 06/05 BY- BY: GRADING PLAN C3 "D" ST. AT MOST SW'LY CORNER R.C.E. N0. 25142 VERTICAL Wooten ENGINEER DATE: DATE: Lee S. . OF THE BNDRY OF MAP NO. 11795. SIGNATURE EXPIRES 2 YEARS AFTER DATE EXP. 12 -31 -05 WORK PROJECT N0. SHEET 3 OF 13 i N C7 a 0 0 U w T a L 9 J U) C3 U w LO M 4 w 0 N 00 0 0 I S 0 CD a� n °Do ^o0� 0rnrn ° N Q coV0 o co �00)v w ._ L00cn a- II 12 +11 IN SIDEV IMOVE E� 14 1 p , , CURB CONST. El 11 } C i � N — STA 16+ 9 BEGIN SIDEWALK, CU� & GUTTER i ' 3' x2' S SSE BIB 5 11EXIST. FIRE HYDRANT ADJUST TO GRADE PER STD WF -01 i 01! rn TERRACE, FLOOR' DRAINS TO CONNECT.. TO 6 ' DRA)N� � ` PIPEr-`(TYP,) A c N , s + f + N , t/1 0 00 (M i NEW / LIBPARY T � POC I bC GRATE D AINS INV. 13-9.5 INV. ELEV .tY41.50� � SEE SHT A -41 � � � POC POC '' ` ETAFL 10 INV. 139:00 ; WATER ME INV. 14 70 ' ' > I I EAST E S EET® i° POC 40C ROC ' 1 GAS NV. ELEV 142.0 s n `) STA 14 +06 INV, 'ELEV. 141.50' E ® 27.50' LT DS s os Ffj 0 5 2 POWER NEW ELEC. L POC - t TRANSFOR POC WA D` z z PAD s �� o : " INV. 139.50 Q_ INSTALL 3 f SCH 40 P 140.05 31 a O 0 0 /Q AND HOSE IB E_ t� iNV. _� 5 V - 7if • 00 o �• 2 %---- �• -- 1 100' 100 135.15 S* 31 W r 31 INV. ' o • 31 CT:- S 3 W WATER INV. ELEV 142.00 c yy s 3 LINE INSTALL 4" AREA DRAINS d •CA; 24 > P -TRAP, VENT THROUGH 24 d TRASH ENCLOSURE ROOF, AND ELECTRICAL PRIMING 21 4 DEVICE. TG =142.9 IE= 141.0 ' z MAX 8" PVC a m 12 PV( W STORM DRAIN 4 WATER METER STORM SEE SHEET 3 N ro 20 CORNISH DRIVE-NN, (TYP) (T�') ;< - 0 'C'; STA 103 +93 > ® 50' LT 132.90 I N /' I NO2'17 30 E 190.16 d a RIM 144.59 ,.. OVERHEAD_, ^ - SEE IRRIGATION –G —G- -- - -- 'v _ N Vl G - 2" HP ��A 5 POWER _� 100 +00 0 101 00z#ao ----E— CORNISH DRIVE 1 _ -- "_ -- CONTRACTO G 103 +00,- - - - - -- ----- - - - - -- e o f — _ �� _ NO2*17 -' Ems"_ _ - -- - - -- _ OVERHEAD EXIST. FIRE 1- �~----- - -____ UTILITY 5 CONSTRUCTION NOTES \ HYD ANT i I `- 27 CONSTRUCT 4" PVC DRAIN PIPE OR SIZE AS - - - - -� 20 CONSTRUCT 2" PVC WATER LINE. SHOWN. CONNECT WITH "T "S, "Y "S, ETC. AS { o NEEDED. a 21 CONSTRUCT 6" PVC SEWER WITH 28 PROVIDE NEW 1 1/2" WATER METER FOR POINT DISPOSITION NOTES CONNEC11ON TO EXISTING MAIN OF CONNECTION FOR IRRIGATION WATER WITH 1/ PER STD SS -01 AND SS -03. 1/2" BACKFLOW PREVENTER PER STD WS -02 PROTECT IN PLACE. R5 TO BE REMOVED. 23 CONSTRUCT 2" WATER SERVICE AND BACKFLOW AND WR -01. F2 ADJUST TO GRADE. ❑6 RELOCATE. PREVENTER PER WATER AGENCIES STANDARDS DWG WS -02 AND WR -01 ON SHEET C -7. ❑REMOVE EXISTING UTILITY. 24 CONSTRUCT 6" DIP WATER FIRE SERVICE PER 31 CONSTRUCT SEWER CLEANOUT PER SAN DIEGO STD WP -02. STD. DRAWINGS SDS -103. ® EXISTING WATER METER TO BE 25 CONSTRUCT 6" BACKFLOW PREVENTER PER WATER REMOVED WITH LATERAL TO THE AGENCIES STANDARDS DWG WP-02 ON SHEET (1-7 WATER MAIN PER WATER AGENCY �I lcc) 11 5�Gl Y t Z , RE , 1 � 1 (_ 14 �t m 1 1 ; o -o� z i I 23.50 1, ' ( C i T �C 1 I , I 5 OWE 0 y SI L - 5 CU B �& U1 R V s" �ST 1 +5 FS ! 1 t 13' ; FI E S 'R\' IC6i 0 k "' FLOW PR VE TER 4--R5 `: 0 ERH' A 1 'i 0 U LI TY- , + Z� i We" � 0 ' Al j I 1 , I 0 > 4 m y'o I W 5 POW i z rn _ D rn rill 0 O R AD , U I E HP GAS 5 LE to EXIST. FIRE HYDRANT The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. REQUIREMENTS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE $AN DEp WATER D{STFiCT aw I pea I MT APPWVALB RECM DRAWIG "/06 MONUMENT STAMPED LS 4539 PER PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED MAP NO. 11795. ACCEPTED AS HORIZONTAL 1 " =20' BY: DATE: DATE: 09/06O5 BY: BY: CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER R.C.E. N0. 25142 OF THE BNDRY OF MAP NO. 11795. VERTICAL Lee S. Wooten ENGINEER DATE: DATE: _ SIGNATURE EXPIRES 2 YEARS AFTER DATE EXP. 12 -31 -05 U 1 I I � +, n ter i 1 i RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P &D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. .UTILITIES W °C 8• W LEGEND WATER L114E —G —G— GAS LIME S S SEWER LINE —OHU OHU— I ! 7 } , GAS VALVE ® WATER VALVE - �- POWER POLE 41' G---4� RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P &D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. .UTILITIES W °C 8• W LEGEND WATER L114E —G —G— GAS LIME S S SEWER LINE —OHU OHU— OVERHEAD UTILITY 08 GAS VALVE ® WATER VALVE - �- POWER POLE G---4� LIGHT POST (D MAN HOLE ° FIRE HYDRANT �--e WATER METER w- (v BACKFLOW PREVENTER (2" AND SMALLER) BACKFLOW PREVENTER (3" AND LARGER) ® THRUST BLOCK FIRE SERVICE (4" AND LARGER) F ONTRACTOR IS D TO POT HOLE & DEPTH OF WATERLINE O INSTALLATION OF RAIN Q V 3 U t 0 I U a 0 0 4) o' I 0 0 U W of T L 0 L 0 0 U Li Li i Co 0 r, 0 0 0 to cn °00 -E0rn� I 0T � �0rnrn ° N !� CU^ �'"-- -- -_ cp to 0) L� 2 l U vl �d ° C 20' 0' 20' 40' 60' od Q co 0 d r- 00 V) t1 GRAPHIC SCALE: 1 " =20' GINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY UTILITIES PLAN WORK PROJECT NO. SHEET 4 OF 13 N t O Imo. A i p m z i m CD S3 S LO M N N iM 0 Z P W V , p M z rrn a t C w 50, MIN S3 S2 S3� o — — — SEDIMENT CONTROL & BMEIS SECTION 3 — TEMPORARY SOIL STABILIZA77ON SS -1 SCHEDULING SS -2 PRESERVA 7701V OF EXISTING IE'GETA 77ON S1 SS -4 HYDROSEEDING Srr770N 6 — TRACKING CONTROL a 0 �) l! Mlat� t'` now &W ♦T dr t 411V [ � S5 DETAIL A SECTION 4 — TEMPORARY SEDIMENT CONTROL RECORD DRAWING '��` S2 SC -1 SILT FENCE S4 7C-1 STABILIZED CONTRUC770N ENTRANCE /EXIT S6 SD -32 TRASH STORAGE AREA The originalCADDplotof I this drawing, issued for These Record Drawings have been prepared based on ' •. SC -7 STREET SWEEPING AND VACUUMING TC -2 STABILIZED C0NS7RUC77OIV ROADWAY use in construction, is information provided by the contractor and others. P &D stamped and signed a Consultants has not verified the accuracy or completeness registered engineer. r. of these Record Drawings. Users of these Record Drawings S3 SC -8 SAND BAG BARRIERS S5 SD -13 STORM DRAIN SIGNAGE assume all risk of loss resulting from their use. I 20' 0' 20' 40' 60' ON THIS SHEET. OR APPROVED EQUAL BY ENGINEER. I „_ GRAPHIC SCALE: 1"=20-7 —20 REVISIONS APPROVED DATE REFERENCES DATE MARC SCALE $AN MUM yVgjBi D18TRCT GN I b APpRQyAI $ Cj"rY COP &zNJCDIVIT" ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECM DRAMIc 07/31/08 MONUMENT STAMPED LS 4539 PER PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED ENCINt TAS COMMUNITY LIBRARY MAP N0. T. A ACCEPTED AS 1 " =20' o9 /os /os SEDIMENT & EROSION CONTROL PLAN 5 C CNTRLINE TNT. AT ANGLE POINT IN HORIZONTAL BY: DATE: DATE: BY: BY: "D" ST. AT MOST SW'LY CORNER R.C.E. N0. 25142 OF THE BNDRY OF MAP NO. 11795. VERTICAL Lee S. Wooten ENGINEER 12 -31 -05 DATE: DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE EXP. WORK PROJECT N0. SHEET 5 OF 13 Q r� W I 0 0 co a� •� to fn °oo c Con j rncn N Q co 0 0 �V) 0) 0 o co 0.2 �I° C ad Lo C 0 a 00 W d III C c 3 c C C: i E O c; m L L; c c 0 c c PROPOSED CURB & PROPOSED SIDEWALK RETAINING L 0 C REVISIONS RECORD DRAWNiG APPROVED DATE 07/31/ REFERENCES DATE BENCH MAW MONUMENT STAMPED LS 4539 PER MAP N0. INT. ACCEPTED AS CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER OF THE BNDRY OF MAP NO. 11795. SCALE AS SHOWN HORIZONTAL 1 " =20' VERTICAL SM DEC�l M WATER DIBTFrCT 8Y: DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE APPRO�/AL3 RECOMMENDED APPROVED BY: aY: DATE: DATE: CPjY �P ENC.INITA8 ENGINEERING SERVICES DEPARTMENT ENCIN/TAS COMMUNITY LIBRARY DETAILS WORK PROJECT N0. DRAWING NO. C6 Isw r, PLANS PREPARED UNDER SUPERVISION OF DATE: 09/06/05 R.C.E. NO. 25142 Lee S. Wooten ENGINEER EXP. 12 -31 -05 SHEET 6 OF 13 n O O N y V) Ql °L � ® 00 d 0), I 70'0)0) -A N Q v � > o to )ov W. c ,v° c 3U-) e 0 0) v r- 00 to 0- MIN Rf.F or 4 f��0G�R0 3 141� GAS 100(/01 (41) DIA STEEL. 7SOrlg1 7501(01 POSTS AS NEEDED AS 2 2 SHOWN ON WM-04 1204mp x 12001Nn x 154rnm F ' GONG PAD FIRE HYDRANT SEE NOTE 4 r SIDEWALK TYPICAL ALTERNATE LOCATION SE NOTE 4 & 5 COtf� JOIN J.' ASINIP S F SEE NOTE 4 6 I TYPICAL I 1 1 a I psi I t I I SOOmn (4 ") DlA STFFI --.�: .TRACER WIRE ACCF SS PORT ° ,. 3 -PORTS 2 -PORTS S E WF -01. WF- (b2^0_R WF-03 PROTECTION POST LOCATIONS PORT ORIENTATION 9E ^1) RLILR TO SECTION 15300 OF THE SPECIFICATIONS g 21 PROTECTION POSTS SHALL BE INSTALLED AS CALLED FOR ON THE PLANS OR AS DIRECTED BY THE ENGINEER PER WM-04 Et 3 ) WHERE CURB OR BERM EXIST OR ARE TO RF INSTAtl FO LOCATE FIRE HYDRANT 7500111 (2' 6 ") BACK OF FACE WHERE SIDEWALKS ARE CONTIGUOUS WIIH CURB LOCATE }IHE HYDRANI 600M IZ' -0 ") BACK OF SIDEWALK ALL OTHERS LOCATE FIRE HYDRANT 900mm (3' -0 ") FROM PROPERTY LINE AS A SHOWN ABOVE ON AS DIHECILD BY IHL ENGINttR g41 F[RC HYDRANTS SHALL BE INSTALLED WITH THE LARGEST PORT PERPENBICULAP TO THE STREET ) AN EASEMENT MAY BE NEEDED DEPENDING ON LOCATION OF FIRE HYDRANT ) IF THE CONCRETE SLAB IS TO BE INSTALLED ADJACENT TO A CONCRETE CURB OR SIDEWALK A COLD JOINT STRIP SHALL BE INSTAU FO 1) M`TEHtA S. SHAI I. Rf_ Sri ECTE FROM 11f APLROVED MATERIALS LIS LEGEND . ON PLANS FIRE HYDRANT LOCATIONS WATER AGENCIES STANDARDS s AND PORT ORIENTATION COMMi7E APPRf)vAL: u9 /03iztw, DRAvixG xUNBBR: Wi' C)4 prtl (18" tf4 M NOTE 6 1) REFER TO SECTION 15112 OF THE SPECIFICATIONS 2) INSTALL WARNING /IDENTtFICATIGN TAPE A$ SHOWN ON WP -01 3) LOCATE BACKFLOW PREVENTION DLViCE (BPD) IN SUCH A MANNER THAT WILL DETAIL 'A' ALLOW THE DEVICE TO BE READILY ACCESSIBLE FOR INSPECTION 8 REPAIR SEE NOTE 1 4) STRAINFRS $NALL NOT BE INSTALLED PRIOR TO THE FIRST SHUT -OFF VALVE 5) ALL ABOVE GROUND PIPING, UNIONS. ELBOWS. & NIPPLES SHALL BE SOLDERED OR THREADED BRASS 6) INSTALL A CASING ENCASED IN CONCRETE WHEN THE DISTANCE BETWEEN THE METER BOX AND THE RISER TO THE BPD EXCEEDS 450Wm (1$") f) INSTALL AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST 90' FIT WHEN SYSTEM PRESSURE EXCEEDS 1.03 MPo (150 PSI) OR WHEN RECOMMENDED BY T14E SACKFIOW MANUFACTURER 8) TESTING SHALL BE CONDUCTCO IN ACCORDANCE WITH SECTION 15112 OF RR -W THE SPECIFICATIONS PRIOR TO ACCEPTANCE BY THE DISTRICT It 9) BPD & APPURTENANCES INSTALLED FOR THE USE OF RECYCLED WATER SHALL k ?P BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 10)MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEGEND ON PLANS dNNOM SIZE AND DESCRIPTION ITEM NO SIZE AND DESCRIPTION I METER VAULT d METER ASSEMOLY.SEE WS-04 $ REDUCED PRESSURE BACKFLOW DEVICE i _ 2 PVC OR OU(TR E IRON PIPE 9 ENCLOSURE (OPTIONAL) 3 Fit x FIG OR MJ /PO x FLG 90° BEND 10 ADJUSTABLE VALVE SUPPOki -- �. 4 CONCRETE THRUST BLOCK SEE.WT 01 11 CONCRFiF SLAB. MINIMUM 100mm (4 ") S FLANGED 011GT ILE IRON PIPE THICK x SODOM (36 ") WIDE 6 FLANGED 90° BEND, SEE NOTE 7 12 FLANGED ANGLE PRLSSUHL REDUCING. VALVE >, 7 FLANGED RESILIENT WEDGE GATE VALVE SEE NOTE 1 I WATER AGENCIES STANDARDS 100ITIM (4 ") AND LARGER REDUCED PRESSURE BACKFLOW PREVENTION DEVICE COMMITT11 APPROVAL: o3/01,z001 d DRAiIING NUMNKR-, WR -02 I I i I I V CRENGH W'01H 5EL CHAR B L W FTNTSHED GRADE �M S A CoWABLL SLOPt FOR EXCAYAT TON PEH IHE REQUREM£NTS OF CAL /OSHA 150tttii (6 "I WIDE WARNING/ - �TIENTfn CAT t as SHOWN ON WP -01 SH.. N WP -Ot POTADLE WATER OR RECLAIMED WATER MAIN UD w IMPORTED GRANUt AR MATERIALS .--' MEETING REO iRFMF. NRS Or THE s w •�' SPECIFICATIONS I a. BOP ELEV .. 2offM (6" ) - MIN BEDDING TRENCH SECTION NOTES: 1) REFER TO SECTION 02223 OF THE SPECIFICATIUNS 2) PAVING OR PAVEMENT ME REPAIR TO BE DONE IN ACC ORDINACE TO CITY OR GOONEY STANDARDS 5) X'AVAI Hx }S t L t Btll !. Al EACH PIPE JUINI EU PtHMII PROPER ASSEMBLY AND 1N5PECI ION OF THE ENTIRE JOINT 4) ALL PIPELINE TRENCHES SHALL BE EXCAVATED SO THAT THE DISTANCE BETWEEN TRENCH WALLS AT THE TOP OF PIPE SHALL BE AS SHOWN BELOW: TFENP.N WTDTN NOMINAL PIPE INSIDE DIAMETER MINIMUM DISTANCE MAXIMUM DISTANCE 10(14101 (4 ") A SMALLER 450)/01 ti$ "? 700(m (28 "1 - 15041m & 20omo 16 & 8 ") 6001M (24 0) Boom (32 ") 250Rm d 30 OM (10 t2 °) 740101 t28 ") 9400111 t3fi "# OQmn IHnU 900mm (16" T {IOU W)6D TtU5 rOGMM(24" 00 PLUS 900M(3G" 51 FOR BEUU(.NG AND BACKFILL OF $EWER FACILITIES SEE SP-(#2 PIPE BEDDING AND TRENCH BACKFILL WATER AGENCIES STANDARDS FOR POTABLE AND RECYCLED WATER MAINS I COMNMEAPPROVAL: 0910312001 DRAWING NUNBRR: WP-02 1000111 (4 ") 2250111 9 ") 70 tt F NISH CURB ORA FINISH GRADE--,,,, T. ° 9 B t 7 v o_ 12 N 2 3 4 5 4 6 MUTES. 1) REFER TO SECTION 15057 OF THE SPECIFICATIONS 2S INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION 31 SET TOP OF METER BOX FLUSH WITH SIDEWALK. CURB DR FINISH GRADE 41 LOCATE METER BOX AS SHOWN ON WS -03 5) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP -01 W 500111.(2 ") 6) WATER LATERALS INSTALLED FOR THE USE OF RECLAIMED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 500M (2'�i W 7) CONFECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 I 8).04 tERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEDEND ON PLANS ITEM SIZE AND DESCRIPTION ITEM SIZE AND DESCRIPTIDN i SIZE x SOWm l2") SERVICE SADDLE B SOmn (2 ") BRONZE ANGLE METER STOP WITH LOCKWING �. 2 WATER MAIN 3 50mn IV) BRONZE CORPORATION STOP 9 TRACER WIRE (AS REQUIRED). SEE WP-01 4 5Omo (2 ") x REQUIRED LENGTH CLIPPER 10 WATER METER FURNISHED AND INSTALLED PIPE TYPE "K" SOFT /RIGID BY THE WATER AGENCY OF JURISDICTION 5 50mn t2 ") BRONZE COMPRESSION COUPLING 11 METER BOX WITH LID. COPPER TO COPPER (IF REOUIREO) 425mn x 750xm (17 "x 30") 6 SOM 12 ") 90° BRONZE COMPRESSION ELL 12 CUSTOMER SHUT-OFF VALVE ILOCKABLE) 7 1Dmn t V I ROCK, IOQmn x 150M 14" TO IS") DEEP WATER AGENCIES STANDARDS 50M (2 ") WATER SERVICE INSTALLATION CONITTEE APPROVAL. 12/31/2003 DRAWING NUY1tBR: — REVISIONS APPROVED DATE REFERENCES DATE I BENCH MAC SCALE SA RECW DRAWG 07/31/08 MONUMENT STAMPED LS 4539 PER AS SHOWN MAP NO. 11795. ACCEPTED AS HORIZONTAL 1 " =20' BY, CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER VERTICAL -- — OF THE BNDRY OF MAP MIDDLE OF EXIST MAIN NOTE 3 BELOW ._ >�. CONCRF IF (18") PLUG SST t4Ati E 2 SEI 7 i 1 END OF EXIST MAIN .. NOTES! 1) REFER 70 S 'T i � P .� tC tON 5000 OF THE SPECIFICATIONS 2) WATER ANT) RECYCLED WATER MAINS AND SEWER LATERALS 100nm (4 ") DIAMETER AND SMALLER N SHALL HAVE A SHORT SECTION OF PIPE REMOVED AND PIPE ENDS ENCASED IN CONCRETE a 3) EXISTING MAIN TO BC PLUGGED WITH CONCRETE OR PRESSURE GROUTED AT INTENVALS OF '7 ABOUT Elm (700') OR AS DIRFCTFD RY THE DISTRICT FNC,INFFR 4) !EXISTING MAINS 400111 (160) AND LARGLR REQUIRE THE ENTIRE LENGTH OF THE PIPE rO BE FILLED BY PRESSURE GRDU1iNG OR BY BLOWN SAND 5) LXISIING VALVES SHALL BE IUHNLO ID IHE CLOSED POSITION. REMOVE - -3E o GATE WELL AND REPLACE WITH COMPACTCO BACKr ILL `!�3 ..6) FOR ABANDONMENT OF MANHOLES SEE SM -08 71 PRIOR DISTRICT APPROVAL REOUIRED FOR CUTTING &.PLUGGING LEGENU UN PLANS CUTTING AND PLUGGING ABANDONED WATER DATER AGENCIES STANDARDS RECYCLED WATER AND SEWER MAINS COMNiTTEE APPROVAL: 03/01/2001 DRAWING NUMBER: WP —C) tit' �t0 t Y 1 WIDTH, BEND TEE PLAN STREET /GROUND / - SURFACE n o 4 jt_�z �t f CROSS REDUCER END CAP TEE ELEVATION K 'i l� V €RT BENDS PLAN VERT BENDS ELEVAT FOR ADDITIONAL THRUST BLOCKS, ANCHOR BLOCKS AND NOTES SEE WT -01 l2 OF 3) d (3 tx• 3) CONCRETE THRUST AND ANCHOR WATER AGENCIES STANDARDS BLOCK INSTALLATIONS COVIRMEE APPROVAL: a3/ot/204, - DBAWINC NUYBER W T_ l (1 OF 31 DATE: — N0. 11795. SIGNATURE EXPIRES 2 YEARS AFTER DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: 09/06/05 BY: R.C.E. N0. 25142 Lee S. Wooten ENGINEER DATE: _ EXP. 12 -31 -05 12 a 5 DISTRICT PRIV TELY 8 9, s? MAINTXINEO MAINT INEfl / J 7 - I \';" .....__ 11, P/1 r R/W OR EUCE OF 1 4 X„ -2 Y tU) 6 EASEMENT 450M (18 ") -n 301 510 4MAX 41 r'z 7 11 SEE NOTE 6 DETAIL 'A' SEE NOTE 7 i - �x —.FLOW n N. C }' L 2 �✓ ?� � 0 4 3 3 3 ' O . �'- PER WAS PER AGENCY OF REQUIR MENTS JURIS 7CTION NOTES: 11 HEFEH IU SLCIIUN ,b112 OF IH} SPECIE ICAT IONS 2) INSTA.I WARNING /IDENTIFICATION TAPE AS SHOWN ON WP -01 3) LOCATE BACKFLOW PREVENT EON DEViCEE (BPDI IN SUCH A MANNER THAT Will ALLOW THE DEVICE TO DE READILY ACCE551BLE FOR INSPECTION & RCDAIR 41 STRATNFRS SHAH NOT Him INSIA)1FU PRIOR TO THE FIRST SHUT -OFF VALVE 5) ALL ABOVE GROUND PIPING, UNIONS, ELBOWS. & NIPPLES SHALL BE SOLDERED OR THREADED BRASS 6) INSTALL A CASING ENCASED IN CONCRETE WHEN Till DISTANCE BETWEEN TIIE METER BOX AND THE RISER TO THE BPD EXCLtUS 4501M (48 ") 71 INSTAII AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST 90° ELL WilrN SYSTEM PRESSURE EXCEEDS 1.03 Wu (150 PSII UK WHEN HLCUMMENULD BY TOC BACKFLOW MANUFACTURER 8) TESTING SHAII RF 'CONDUCTED IN ACCORDANCE WITH SECTION 15112 OF THE SPFCIFICATIONS PRIOR 10 ACCEPTANCE BY THE DISTRICT `P W S. t S NSTA I F FDR THE 115E OF RFCYCI FF} WATER SHAT ,;, 4; BPD 8 APPURTENANCES I f. D (�� o OE )UENTIFIED AS DESCRIBED IN SECTION 15151 OF. THE SPECIFICATIONS LHP a 10)MATERIALS SHALL BL SLLLCIED FHUM THE APPROVED MATERIALS LIST LEGEND ON PLANS H IoM I S17F AND DESCRIPTION I�QM SIZE AND DESCRIPTION :. 1 i METER BOX & MLILR A55LMBLY 6 BRASS OR COPPER PIPE SEE NOTE 5 S lSFF WS 01 R WS -02 7 T5mn (3 "1 IONG NIPP F SEF NOIL h Z - -. -'t SL'H 8U PVC, HHASS UR CUPPFR PIPE 8 BAIT VALVE "SHUT CFk'° 3 Cs7NCRFTF THRUST BLOCK SLL WT 01 9 REDUCED PRESSURE BACKFLOW DEVICE 0 4 90° F1 1, SEE NOTES,. 5._R_7 1(3 .ENCUTIURF tOPTIONAI ) S CUNCHEIL SLAO- MINIMUM 100)rr 14 "➢ 11 UNION SEE NOTE 5 = TiIICK x 450m (18 °7 WIDC 12 I ANGLE PRV SCE NOTES 5 & 7 14rrlm THRU 50//101 (3�4` THRU 2 ") REDUCED WATER AGENCIES STANDARDS PRESSURE BACKFLOW PREVENTION DEVICE COMMITTEE APPROVAL. AL: 0 /0, /acr,, s DRAWING NUMB6k WR —Q 1 APPROVALS APPROVED BY: DATE: _ NOTE: CONTRACTOR IS REQUIRED TO POT HOLE & VERIFY DEPTH OF WATERLINE PRIOR TO INSTALLATION OF STORMDRAIN The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P &D Consultants has not veered the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. MY OF EP4CNWTA8 ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINI TAS COMMUNITY LIBRARY STANDARD DRAWINGS WORK PROJECT NO. 7 SHEET 7 OF 13 r� _Cg/ zT 3 0 O u 'v 0_ O U W T 0 J rn +7 c U c S d' O N CO 0 0 O 0 O O Ap a 7 In Co DO d� � MO pVN �+ D O N Q �o0� 0 o (o 0.2 Nv 0 .* m 0 d 00 In ll WORK TO BE DONE A. GENERAL I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THE DEW" 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 SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION, PROPOSED ENCINITAS LIBRARY, CORNISH DRIVE AND D STREET, DATED NOVEMBER 21, 2004 BY K2 ENGINEERING, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 5. 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. S. 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. 7. 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. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) 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. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-GRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR. CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THE PRE -GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NO. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 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 - CITY OF ENCINITAS PUBLIC WORKS - SANITARY DIVISION (760) 633 -2840 B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC 1 -800- 411 -7343 C. WATER - SAN DIEOGUITO WATER DISTRICT (760) 633 -2709 D. TELEPHONE - PACIFIC BELL 1 -800- 310 -2355S E CABLE TV - COX COMMUNICATIONS (760) 806 -9809 ADELPHIA COMMUNICATIONS (760) 931 -7000) 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 4B 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. C. GRADING 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER DR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. 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. 3. 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 FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM OF 90 PERCENT (ASTM D1557 -91). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS AND THE SOILS REPORT. 4. 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. 5. 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. DEBRIS FILLS SHALL NOT BE PLACED WITHIN THE PROJECT SITE. CITY OF ENCINITAS STREET IMPROVEMENTS EAST "E" STREET D. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT AT (PHONE NUMBER). 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90 % COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. E. HYDRO -SEED 1. HYDRO- SEEDING 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 HEIGHT IN FILL AREAS. B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE 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 HYDRO- SEEDED GROWTH. 3. HYDRO - SEEDING 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 E SCHOOL CIA 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. ITEMS C. D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDRO- SEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. H. ITEM "A" OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDRO- SEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB -SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDRO -SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. 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. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO HYDRO- SEEDING BY: 1. 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. 2. CONDITIONING THE SOIL 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 ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO- SEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW EtX1RD DRAWING 07/31/06 MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER OF THE BNDRY OF MAP NO. 11795. HORIZONTAL 1 " =20' 1 BY: VERTICAL CORNISH EAST "D" DRIVE STREET ENVIRONMENTAL DATA: 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 5 2) MAXIMUM VERTICAL DEPTH OF CUT = j_ 3) MAXIMUM VERTICAL DEPTH OF FILL = j' 4) AVERAGE DEPTH OF CUT = 5) AVERAGE DEPTH OF FILL = 170 C.Y. X 27 4,590 C.F. = 2.L- 28,290 S.F. 75 C.Y. X 27 2,025 C.F. = 2.f- 28,290 S.F. I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES AND ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RCE NO.: EXP. DATE: EARTHWORK: CUT = iZQ_ C.Y. FILL a C.Y. IMPORT /EXPORT = K C.Y. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE 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. THE ENGINEER AGREES THAT ANY PLAN CHECK 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. BY: PRINT NAME RCE NO: P &D CONSULTANTS 8954 RIO SAN DIEGO DRIVE, STE. 610 SAN DIEGO, CA 92108 619 -291 -1475 k_ZS. , I &xXN I =: I k �=i IG 'mil 1 DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE DATE: PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: 09 06 05 By- R.C.E. N0. 25142 Lee S. Wooten ENGINEER DATE: EXP. 12 -31 -05 SDWD WATER NOTES FOR IMPROVEMENT PLANS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER \ PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. „A 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR 0 EACH RESIDENTIAL LOT. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. o 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES I v ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS a RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY o OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE c CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS y COMMITTEE (WASC) SPECIFICATIONS. O 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. o 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. v 14. APPROVAL OF THIS PLAN BY THE SAN DIEGUITO WATER DISTRICT DOES NOT o CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. o 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., THE LINE CROSSING, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OR PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER Z MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. o O 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER o AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE Q) INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OR BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. o 17. MAXIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 18. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. DATE 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT RE EFFECTED BY THEIR PROJECT. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BELL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FPPT PLAIN END PIPE LENGTH TO FROM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE DISTRICT'S REPRESENTATIVE. 22. CONTRACTOR IS REQUIRED TO POT HOLE & VERIFY DEPTH OF WATERLINE PRIOR TO INSTALLATION OF STORMDRAIN SAN DIEGO REGIONAL STANDARD DRAWINGS APPRONALS APPROVED BY: DATE: D -2 CURB INLET - TYPE B D -10 STORM DRAIN CLEANOUT - TYRE B D -60 PIPE BEDDING AND TRENCH BACKFILL D -63 CONCRETE LUG G -1 CURBS AND GUTTER - SEPARA 7E G -2 CURB AND GUTTER - COMBINED G -7 SIDEWALK - TYPICAL SEC77ON G -12 CROSS GUTTER G -24 TRENCH RESURFACING TYPE A & B G -27 CURB RAMP - TYPE A AND B S -3 SEVER MAIN CLEANOUT S -13 HOUSE CONNECTION (SEVER LATERAL) The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. STREET IMPROVEMENTS - TITLE SHEET WORK PROJECT NO. Underground Service Alert Caii:TOLL FREE 1 -800 422 -4133 TWO WORKING DAYS BEFORE YOU DIG RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. PRD Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENGINEERING SERVICES DEPARTMENT 1YAMAI ) SHEET 8 OF 13 52- -Sl 0 N ai °C tt) (a CO C i M- 0) 0) Q 0 0> ccn rn 0 0 0 V20). 0 ® C � 00 In d HERRINGBONE GROOVES 1/4"x1/4" WIDE 1 1/2" APART GROOVES SHALL BE ALLIGNED PARALLEL 12" BORDER W/ 1/4" TO CROSSWALK STRIPES TO DIRECT BLIND GROOVES 3/4- OC PEDESTRIANS INTO APPROPIATE CROSSWALK ; . .t ,1 lla VC= 185.00' rm ri rie_.ien -r7� 1n nA$ lNlCiA ME -nirkm lA CA$ a ^nl Z 12 +00 HUH MD J �Xf5O C �N � i% t° in N + 147.80 + ON 145.90 m = in - / — _z- in - �n 2 — — — o G — G -- - o — — -- - -- -- G - - - -- - G G `_ _ _ G - K. '183'24'02 °E o 6" VCP 1 1 10 +00 11 +00 12 +00 SEWER EAST "E" STREET h� GROUND DENSE -- -XO — - - - -- � H I BRUS GROUND OBSCURED BRUSH g G �� OBSCURED 1I — - - BY DENSE ' + TREES — {_ DENSE TREES TREES ►f ❑ ED DISPOSITION NOTES Q1 PROTECT IN PLACE. ® ADJUST TO GRADE. ® EXISTING WATER METER TO REMAIN. NOTE: CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING WATER LINE PRIOR TO CONSTRUCTION CONSTRUCTION NOTES O SAW CUT AC PAVEMENT. SEE DETAIL "CITY OF ENCINITAS METHOD FOR JOINING TO EXISTING PAVEMENT. 2C/ REMOVE EXISTING SIDEWALK, CURB & GUTTER. O CONSTRUCT 6" PCC CURB & GUTTER PER SAN DIEGO REGIONAL STD DWG G -2 TYPE G. O REMOVE EXISTING AC PAVEMENT. O CONSTRUCT 10' WIDE CROSS GUTTER PER SAN DIEGO REGIONAL STANDARD DWG G -12. CONSTRUCT 4" AC PAVEMENT OVER 6" CLASS II BASE. O CONSTRUCT 5' SIDEWALK PER SAN DIEGO REGIONAL STD DWG G -7. 10 REMOVE EXISTING AC BERM. LEGEND ® AC REMOVAL F,7 7M CONSTRUCT AC PAVEMENT . _t. =- CONSTRUCT PCC PAVEMENT L 13 +00 14 +00 CURB RETURN A= 81'06'44" R= 35.00' L=49.54' T= 29.95' I - The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. '49 4) 155 -ro -AC WA 165 1 L 10 NE CONC 1 RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P &D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. STA 14 +52.94 SM" 2 0 r — 1 C� *v �a — ms's\ 15 +00 FS 14' Q D ? _ f � i APPROVED DATE REFERENCES Bq-) MAC ;�, - �'-��i , _ 4- I / t- _ � 77- _ _- __®d — } I MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER OF THE BNDRY OF MAP NO. 11795. - i PLANS PREPARED UNDER SUPERVISION OF DATE: 09/06/05 : R.C.E. N0. 25142 Lee S. Wooten ENGINEER EXP. 12 -31 -05 ENCINI TAS COMMUNITY LIBRARY STREET IMPROVEMENTS - EAST IIE." ST. WORK PROJECT NO. � • 4 f 1 O I i I J i 10 1 10 - ! rr _ � f ,-. . _ _ . 'O f _`_ -. � . . i7 ... + N j .i___ , . .- .- .n ¢_ 1 r}is A— .--__- _. . - - . . . .G0 �M . - ¢t }'i - "`-_. w _ L . ._ . . ti - ____ � .-.�_...` . _1_ ___j. °-i _ , "_ -._ f ; CP I N I } O P c U f _ ��.!�_ tiMM P t . _____ j, - jj. 0 . . ._ r ' - ' - - - N 0 1, .y- _ - . ' j !i : —.- _ ; . L fj0 Cl) i U ( - - j?I*t( IYN ! �-.�-�y • fV�P , ._. T t_�_w - _ __ _ . t ..- _.- ._ . i ��I� �7 - _.-.. I , t t _ Al — i . ; {I . ♦I _ .-. .. . . . - 4 .. _•_-. i •}?? - . _d t �' __�r -� , i ?' ' -_�_rY' ' f - i1t _ 4 } } F _r e _ _ __ __. '.+i�{i .. 1 j j � i - ? o i 6.0x I .-_i1 . j s ,.; J 1 ' J � +E i � I ! _ _ 1 ri- �f j l �.1J•Is i i —'- .. . t , - - '� 1 I 1 i ? - ,i - ,( ( . 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'183'24'02 °E o 6" VCP 1 1 10 +00 11 +00 12 +00 SEWER EAST "E" STREET h� GROUND DENSE -- -XO — - - - -- � H I BRUS GROUND OBSCURED BRUSH g G �� OBSCURED 1I — - - BY DENSE ' + TREES — {_ DENSE TREES TREES ►f ❑ ED DISPOSITION NOTES Q1 PROTECT IN PLACE. ® ADJUST TO GRADE. ® EXISTING WATER METER TO REMAIN. NOTE: CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING WATER LINE PRIOR TO CONSTRUCTION CONSTRUCTION NOTES O SAW CUT AC PAVEMENT. SEE DETAIL "CITY OF ENCINITAS METHOD FOR JOINING TO EXISTING PAVEMENT. 2C/ REMOVE EXISTING SIDEWALK, CURB & GUTTER. O CONSTRUCT 6" PCC CURB & GUTTER PER SAN DIEGO REGIONAL STD DWG G -2 TYPE G. O REMOVE EXISTING AC PAVEMENT. O CONSTRUCT 10' WIDE CROSS GUTTER PER SAN DIEGO REGIONAL STANDARD DWG G -12. CONSTRUCT 4" AC PAVEMENT OVER 6" CLASS II BASE. O CONSTRUCT 5' SIDEWALK PER SAN DIEGO REGIONAL STD DWG G -7. 10 REMOVE EXISTING AC BERM. LEGEND ® AC REMOVAL F,7 7M CONSTRUCT AC PAVEMENT . _t. =- CONSTRUCT PCC PAVEMENT L 13 +00 14 +00 CURB RETURN A= 81'06'44" R= 35.00' L=49.54' T= 29.95' I - The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. '49 4) 155 -ro -AC WA 165 1 L 10 NE CONC 1 RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P &D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. STA 14 +52.94 SM" 2 0 r — 1 C� *v �a — ms's\ 15 +00 FS 14' Q D ? _ f � i C-10I 10 0 4 6 f 0 i CAUTION HP GAS MAIN USE CAUTION WHEN EXCAVATING OR TRENCHING ADJACENT TO GAS MAIN E0 -SEE "SPECIAL PEDESTRIAN RAMP" DETAIL THIS SHEET !i I' 1 NOTE: CONTRACTOR IS REQUIRED TO POT HOLE & VERIFY DEPTH OF WATERLINE PRIOR TO INSTALLATION OF STORMDRAIN STREET IMPROVEMENTS E AST E ST. SCALE: 1"=20' 0 20 40 60 I N U rn 0 0 0 U w / i 6 L J a C U w 0 00 O N 00 0 i I I A III REVISIONS APPROVED DATE REFERENCES Bq-) MAC ;�, SM DE-G= WATER DSTRCT DES / t- DRAWING N0. � t - — I MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER OF THE BNDRY OF MAP NO. 11795. 1 " =20' HORIZONTAL HORIZONTAL 1 " =4' BY: DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 09/06/05 : R.C.E. N0. 25142 Lee S. Wooten ENGINEER EXP. 12 -31 -05 RECOMMENDED APPROVED BY: BY: DATE: DATE: ENCINI TAS COMMUNITY LIBRARY STREET IMPROVEMENTS - EAST IIE." ST. WORK PROJECT NO. C-10I 10 0 4 6 f 0 i CAUTION HP GAS MAIN USE CAUTION WHEN EXCAVATING OR TRENCHING ADJACENT TO GAS MAIN E0 -SEE "SPECIAL PEDESTRIAN RAMP" DETAIL THIS SHEET !i I' 1 NOTE: CONTRACTOR IS REQUIRED TO POT HOLE & VERIFY DEPTH OF WATERLINE PRIOR TO INSTALLATION OF STORMDRAIN STREET IMPROVEMENTS E AST E ST. SCALE: 1"=20' 0 20 40 60 I N U rn 0 0 0 U w / i 6 L J a C U w 0 00 O N 00 0 i I I A III REVISIONS APPROVED DATE REFERENCES Bq-) MAC SCALE SM DE-G= WATER DSTRCT DES APPROVALS (DIW OP E 'q8 ENGINEERING SERVICES DEPARTMENT DRAWING N0. � RECORD WAMG 07 MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER OF THE BNDRY OF MAP NO. 11795. 1 " =20' HORIZONTAL HORIZONTAL 1 " =4' BY: DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 09/06/05 : R.C.E. N0. 25142 Lee S. Wooten ENGINEER EXP. 12 -31 -05 RECOMMENDED APPROVED BY: BY: DATE: DATE: ENCINI TAS COMMUNITY LIBRARY STREET IMPROVEMENTS - EAST IIE." ST. WORK PROJECT NO. SHEET 9 OF 13 Jr2 -S% 1 1 J 0 CID U) i to °o� o 3 4> C,4 O) N 2 ov^ tJ� 5 o co 2 � v IX )d ° C � 000 N d 152 150 148 146 144 142 146 144 142 140 138 136 134 132 130 128 156 154 152 150 148 146 144 142 140 138 136 140 138 136 134 132 130 128 126 124 122 120 0 0 S 0 af fy 0 0 Ld ry 1� >1 0 C 0 C LLJ 0 rl) 00 CD CD C) ti Do o o' ON, E 0) C V) 0 0( c).o 13IN W.0 0,.t a mo) 0 - 000 1 REMOVE EXIST ISLAND REPLACE W/ AC PAVEMENT & BASE TO MATCH. /t G 0 --- - - - - - - - -A 4. E T- 0 1 Tcol -4 - ------ T -T 00 --- ---- - -T- ui SIMMONS mommom 011111 j tL 4 i^ 1 E)q 7- .717 1;o ----- -- � 1 '7 -�-4--, 4- t 0 � - - ----- --- -------- 4 lr� 7— rz 4 4— -4 4— VC-i -- 4- + - jot VO 4 ro S A * 1 + J4 L!Xl 4�,' 5.8 uj IA-z 0 to i -4 � _J I 4 c 4 --- + ------ ------- Lo ui t---- -- -4-4— ------ 46-tttt 4-- -------- Ld cq Lu (k li A A 1 00 —111— L LL —1-- 4-11.. Z T- 1-4 w + i + -A ------ -- V-7-7— A -4 - --- ------- -4-- -d- 4 -4- - 5' ROP y -4- --- - -- L - - - - - - - - - - - - - - - - - - - 4 4--1 ------ r Olt- ------ 4-4-- -4 --- A 4 --4 lw -4 4- ml 4- 4-- T- I HORIZONTAL 4 -4, ---- --- --- 1 0 10 20 --T t-4- L 4 T --il VE 4 -4 --- ------- - RTICAL o 2 4 16+00 17+00 18+00 19+00 20+00 21+00 FGASMC CAUTM HP GAS MAIN HP S S USE CAUTION WHEN EXCAVATING U C 0 T OR TRENCHING ADJACENT TO S M AIN ,>A�135 7/ D �;qlyy f ------ 01:14SE R H ------------ 0 CF ------ — — — — — -- — — — — — -- — — 2 — — -- — — — — — — — — — — -- _ -- -VATER — � 4f llll-� 7 2 -,VALVE K"4" N83*22',35"E T7+"00 COVER PC H it 18+ 0 4 /Q UIO /Z -4 - ------ T -T 00 --- ---- - -T- ui SIMMONS mommom 011111 j tL 4 i^ 1 E)q 7- .717 1;o ----- -- � 1 '7 -�-4--, 4- t 0 � - - ----- --- -------- 4 lr� 7— rz 4 4— -4 4— VC-i -- 4- + - jot VO 4 ro S A * 1 + J4 L!Xl 4�,' 5.8 uj IA-z 0 to i -4 � _J I 4 c 4 --- + ------ ------- Lo ui t---- -- -4-4— ------ 46-tttt 4-- -------- Ld cq Lu (k li A A 1 00 —111— L LL —1-- 4-11.. Z T- 1-4 w + i + -A ------ -- V-7-7— A -4 - --- ------- -4-- -d- 4 -4- - 5' ROP y -4- --- - -- L - - - - - - - - - - - - - - - - - - - 4 4--1 ------ r Olt- ------ 4-4-- -4 --- A 4 --4 lw -4 4- ml 4- 4-- T- I HORIZONTAL 4 -4, ---- --- --- 1 0 10 20 --T t-4- L 4 T --il VE 4 -4 --- ------- - RTICAL o 2 4 16+00 17+00 18+00 19+00 20+00 21+00 FGASMC CAUTM HP GAS MAIN HP S S USE CAUTION WHEN EXCAVATING U C 0 T OR TRENCHING ADJACENT TO S M AIN ,>A�135 7/ D �;qlyy f ------ 01:14SE R H ------------ 0 CF ------ — — — — — -- — — — — — -- — — 2 — — -- — — — — — — — — — — -- _ -- -VATER — � 4f llll-� 7 2 -,VALVE K"4" N83*22',35"E T7+"00 COVER PC H it 18+ 0 4 /Q UIO /Z i j 1 �' � � D 14 0 O V) cn °ao'd 00- m- I C) c*4 j-, 0) 0) 75 < C-) 0) c(n �, 0 0 (D 0 4) c C;d u) c 0 CLO) a c co En 0- co ti R I I- I N 30' 20' 18.5' CONSTRUCT 5' PCC SIDEWALK I EXISTING AC BERM 2% VARIES 2.0% — 6.0% NEW • ' 7A FA1 PCC CURB AND GUTTER 6" CLASS 11 1 BASE TYPE G-2 EAST "E" STREET - TYPICAL SECTION STA 13 +00.00 TO STA 14 +55.74 TI = 5.0 CONSTRUCT 5' PCC SIDEWALK I 20' 18.5' I VARIES 10' TO 15' SAWCUT 4" AC PVMT AXCISTING EXIST AC PAVEMENT & I VAR 1.0% — 3.8% BASE [1 ul-wf u EAST "E" STREET - TYPICAL SECTION STA 12 +62.55 TO STA 13 +00.00 TI = 5.0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ECORD DRAWING 07/31/08 MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS HORIZONTAL — CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER VERTICAL OF THE BNDRY OF MAP N0, 11795. R I I I I EAST "D" STREET - TYPICAL SECTION STA 17 +41.38 TO STA 19 +47.37 TI = 5.0 CONSTRUCT 5' PCC SIDEWALK NEW 6" —/ PCC CURB AND GUTTER TYPE G -2 6" CLASS II BASE time] CORNISH DRIVE - TYPICAL SECTION STA 100 +00.00 TO STA 104+88.74 TI = 5.0 BAN DEQ M WATER DIErMT isw 0 %1LQ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED BY: DATE: DATE: 09/06/05 By- R.C.E. N0. 25142 Lee S. Wooten ENGINEER DATE: 12 -31 -05 SIGNATURE EXPIRES 2 YEARS AFTER DATE EXP. A CITY OF ENCINITAS METHOD FOR JOINING TO EXISTING PAVEMENT EXIST AC PAVEMENT & VAR 1.07* — 2.8% BASE — — — — — — — — J� 2" COLDMILL REMOVE & REPAVE The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P &D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. ENCINITAS LIBRARY - STREET IMPROVEMENTS TYPICAL SECTIONS APPROVALS CITY OF ENCIIVITA8 ENGINEERING SERVICES DEPAI APPROVED ENCINITAS COMMUNITY LIBRARY BY: STREET IMPROVEMENTS - DATE: TYPICAL SECTIONS WORK PROJECT NO. DRAWING NO. C12 SHEET 12 OF 13 �2—c5/ �v 0) 3 N i Q) / a 0 U N U / 0 0 U W T L a i J N a c U C W M 00 0 O 0 0 ego a� 5 V) m 00 0 M- ;;:; I 0) — N aQ i o�^ C fn 0) 0 o (D 0.2 cp s W Qom® C � cov)a. f 1! 110 MANHOLE — (W) w WATER MAIN _(S) S SEWER MAIN STORM DRAIN LINE FIRE HYDRANT -- EXISTING GAS MAIN Lei z 11 ZU, I \ l 10110 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. UNDERGROUND PIPES, UTILITIES OR STRUCTURES MAY EXIST THAT ARE NOT SHOWN. 2. THE PRECISE LOCATION AND ELEVATION IS NOT KNOWN FOR SOME OF THE EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL MAKE SUFFICIENT EXPLORATIONS TO LOCATE UTILITIES BEFORE COMMENCING CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF WORK OF ANY POTENTIAL CONFLICTS SUFFICIENTLY IN TIME FOR CONSTRUCTION CHANGES TO BE MADE AND APPROVED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROTECTION OF EXISTING UTILITIES. 3. REFER TO SHEETS C -10 & C -11 FOR IMPROVEMENTS AT CORNISH DRIVE AND 'D' STREET. 4. TRENCHING, BACKFILLING AND FINSHING OF STORM DRAIN PIPE SHALL CONFORM TO SAN DIEGO REGIONAL STANDARDS D -60 AND CITY OF ENCINITAS "UTILITY TRENCH BACKFILL AND RESURFACING STANDARD ". 5. CONTRACTOR TO VERIFY DEPTH AND NOTIFY ENGINEER. CROSSING UNDER EXISTING WATER LINE TO BE PERFORMED PER WATER AGENCIES STANDARD WP -08. NOTE: CONTRACTOR IS REQUIRED TO POT HOLE & VERIFY DEPTH OF WATERLINE PRIOR TO INSTALLATION OF STORMDRAIN ASPH� t_ CONTRACTOR TO FIELD VERIFY EXIST. LOCATION,.-OF GAS MAIN AND PROTEbT-TN -PLACE W r I v y ASF € $ -- _ - - - - -- - i r- ,f U M PESCADO PLACE I Iii _ (E) DOUBLE TYPE "E" C.I. w -.. -- 20 �b (E) TYPE A -6 C.O. (6'X5') LT CL D STREET SPH k� i I It; 01, ti CORNISH DRIVE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DEGINO WATER DETWCT RECORD DRAWlG 07/31/08 MONUMENT STAMPED LS 4539 PER MAP NO. 11795. ACCEPTED AS HORIZONTAL 1 20 BY: DATE: CNTRLINE INT. AT ANGLE POINT IN "D" ST. AT MOST SW'LY CORNER VERTICAL 1 M =41 OF THE BNDRY OF MAP NO. 11795. SIGNATURE EXPIRES 2 YEARS AFTER DATE :.O I ,I I _�. - . _ E — O 0 +00 PESCADO PL = v 21 +18t 'D' STREET to I w D_ LT CiAV 1 o HP GAS MAIN USE CAUTION WHEN EXCAVATING OR TRENCHING ADJACENT TO GAS MAIN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: 09/06/05 BY: R.C.E. N0. 25142 DATE: Lee S. Wooten ENGINEER EXP. 12 -31 -05 APPROVALS APPROVED ® BY. DATE: _ DISPOSITION NOTES 1fl PROTECT IN PLACE. CONSTRUCTION NOTES NO. DELTA OR BEARING RADIUS LENGTH CONSTRUCT TYPE "B -1" CURB INLET PER SAN DIEGO 17 REGIONAL STD DWG. D -2. L =10', V =4.20, Y =4'. 18 VERIFY FIRE HYDRANT LOCATION. 18" RCP 32 CONSTRUCT TYPE A -4 STORM DRAIN CLEANOUT 18" RCP PER SAN DIEGO STD DWG D -10. 33 CONNECT 18" RCP TO EXISTING A -6 C.0 STORM DRAIN DATA NO. DELTA OR BEARING RADIUS LENGTH REMARKS :E NO'13'05 "E - 71.84' 18" RCP 2 15'14'49" 300' 79.83' 18" RCP O N89'30'50 "E — 46.93' 18" RCP The original CADD plot of this drawing, issued for use in construction, is stamped and signed by a registered engineer. a w U K I U U rn C� D O U w T i C3 9 J In a U C W N ro a0 O 00 O 0 0 RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P &D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. LO 0,0 I U C•5111 N 01 0) u u° 75— N (n O U 0 d� 0.2 ' e o 1D p a� SCALE: 1"=20' 0- 0) = 0 20 40 60 n oa CITY OP ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY STORM DRAIN- PLAN AND PROFILE C13 WORK PROJECT N0. SHEET 13 OF 13 0 cPo a� 5 U) RECORD DRAWING These Record Drawings have been prepared based on information provided by the contractor and others. P &D Consultants has not verified the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loss resulting from their use. LO 0,0 I U C•5111 N 01 0) u u° 75— N (n O U 0 d� 0.2 ' e o 1D p a� SCALE: 1"=20' 0- 0) = 0 20 40 60 n oa CITY OP ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. ENCINITAS COMMUNITY LIBRARY STORM DRAIN- PLAN AND PROFILE C13 WORK PROJECT N0. SHEET 13 OF 13