2014-11880 G (Plans)RI&RT OF WAY A07E
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTM9VT AT LEAST ENVIOOMAL ADIM SIM04TER POLLUTIQN GWW BAP M07B RELATIVE TO CONSTRE TION ACTIVITIES CONT... AP.N-' SITE ADS 11TH OM�ERS CERTIFICATE
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF NAY. FAILURE TO DO SO WILL 258- 0,53 -06 244 THI D STREET STEVEN R. HART OR SUSAN 0. HART
RESULT IN AN ISSUANCE A STD' WORK NOTICE AND DOLBLE PERMIT FEES. IT IS THE 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A EROSION CONTROL CONE... ENCINITAS CA 92024 HUSBAND AND WIFE AS JOINT TENANTS IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHAFES TO THESE PLANS.
RESPOIVSIBLISITY OF THE OVER TO-KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. (EXCLUDING ANY EXISTING MAN MADE SLOPES). TEMPORARY VEGETATION MUST BE PLANTED OV SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED LEGAL DES07BYTION IT IS FURTHER AGRFEO THAT THE ONNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
D RAINW MOTE 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 9 FT AND THE MAXIMUM BY PLANTING FAST- GROWIAU ANNUAL Alm PERETUVIAL BIASSES TO SHIELD AND BIND THE ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
SOIL LOT 6 IN BLOCK 26 OF ENCINITAS IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
NO CONCENTRATED DNRAWAY FLOWS ARE RES OR A OVER ADJACENT PROPERTY LEADS. VERTICAL HEIGHT FILL IS 1 FT CALIFORNIA, ACCORDING TO MAP THEREOF NO. 148, FILED IN THE OFFICE DE THE COUNTY ADDITIONS To THESE PLANS WHICH THE CITY ENGINEER DETER41NES ARE NECESSARY FOR
WATER C NV DRAIN AWAY FROM STRUCTURES FOR A MINIMIUM 5 FEET AT 2 PERCENT PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING RECORDER OF SAN DIEGO CONVTY OF JIM 12, 1883. AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 3. A.) AVERAGE t7fP1H = VOLUME � CUT (C.F.) 1.3 FT ACTIVITIES APE COMPLETE.
OF CUT AREA DE CUT (S.F.)
UTILITY Nam I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WATER USAGE FOR DST CONTROL SHALL BE MINIMIZED. WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED INNCERGRDUND. BJ AVERAGE DEPTH = VOLUME OF FILL (C.F.) 1.0 FT SAN UIE6UIiD �� DISTRICT COMPACTION AID STABILITY � THE SITE.
GE►ERAL NOTES OF FILL AREA OF FILL (S.F.) ON -SITE CONSTRUCTION MATERIAL STORAGE 1. REVIEW DE THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
STORED MATERIALS SHALL BE CONTAINED IN A SEC(AE PLACE TO PREVENT SEEPAGE AND REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
L ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD EARTHM DATA SPILLAGE. CONTRACTOR SHALL. STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT NON- EXISTENCE OF ANY Ut�ERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF
SPECIFICATIONS' FOR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
REMEDIAL: 150 CUBIC YARDS EXCAVATION STORED ON -SITE. THIS PROJECT.
OF 11-E CITY OF ENCINITAS AM THE SAN DIEGO AREA. REGIONAL STANDARD DRAWINGS. STEVEN R. HART OR SUSAN 0. HART DATE
ANY GRANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 230 CUBIC YARDS EXCAVATION (CUT) ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E„ LINE CROSSING, LINE HUSBAND AND WIFE AS JOINT TENANTS
TO ANY REQUEST FOR INSPECTION. 40 CUBIC YARDS EMBANKMENT (FILL) STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
2. THE SOILS REPORT TITLED 'LIMITED GEOTECHNICAL INVESTIGATION & FOUNDATION 190 CUBIC YARDS EXPORT ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON SOILS �D�S CERTIFICATE
RECOMMENDATIONS DOSED NEW RESIDENCE TO BE LOCATED AT 244 3RD STREET, STOAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
ENCINITAS CALIFORNIA" PREPARED BY ENGINEERING DESIGN GROINP, PROJECT M. 125106-1 ESTIMATE DOES NOT INCLUDE STRIPPIRGS• UTILITY TRENCH VOLUMES OR ANY STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDDIENT BARRIER AROND WRITTEN PER RISSION BY SAN DIEGUITO WATER DISTRICT. A ��! �osv A REGISTERED CIVIL ENGINEER IN TIE STATE OF
DATEU DECEMBER IQ 2012. OVEfEXCAVATIONI IF REQUIRED BY SITE CONDITIONS THE PERIMETER AT ALL TIMES. I, �_----- -_ - - --
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE ARD /OR ADJUST TO GRADE ANY CALIFORNIA, PRINCIPALLY DoIRG BUSINESS IN THE FIELD OF APPLIED SOIL
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF- CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES ETC.) WHICH IS MECHANICS HEREBY CERTIFY THAT A SAMPLING AHD STUDY OF THE SOIL
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. COMMENCEMENT OF WOW. TRAINING AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CLRRRENT WATER CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR LAW MY
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY O ENCINITAS SHALL DIRECTION BETWEEN THE DATES _M2_� ®R- AND LL ONE COMPLETE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFS17E GRADING. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT P(A;POSES DAILY. AGENCIES' STANDARDS BE CPGRA ED O CU STANDARDS. D FACILITIES DO NOT MEET STANDARDS,
CO TRAINED TO FAMILIAR WITH THE CITY � ENCINITAS ST(E CITY POLLUTION CONTROL COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
(CALCD.ATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY OLE TO REQUIREMENTS. THESE BP RW7ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. RECOMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT SHRINKAGE OR SWELL FACTORS). THE PROPERTY oNNERO AND THE PRIME CONTRACTOR MST INFORM SUBCONTRACTORS ABOUT 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. ENGINEER FURTHERMORE I
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE STO FA NATER REQUIREMENTS AID THEIR OWN RESPONSIBILITIES. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. DEPTH & QUANTITY O FEkEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
BY PROJECT SOILS ENGINEER IN FIELD DNRiNG EXCAVATION WASTE MANAGEMENT 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN BEEN =TED' THE GRADING PLANS AAD SPECIFICATIOS.
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MDACUMENT OR BENCH MARK WHICH IS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND WISED DIEGO GAS AND ELECTRIC VAUULTS. DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CONSTRUCTION MATERIALS. DUUPING O- UNNUSED OR WASTE PR TS ON THE GRO , CIVIL ENGINEER OR A LICENSED LAND SUURVEYOR. SIGNE _ -__ -__ RoFESSIO
WHERE WATER CAN CARRRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 6. ALL WATER SERVICES TO BE CONSTRICTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED o0 E. Nq�
WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 2`O g�N R�Sr Fy
7. THE CONTRACTOR SHALL DESIGN; CONSTRUCT AND MAINTAIN ALL SAFETY PENNIES, No SEEPAGE FROM DU4PSTERS SHALL � DISCHARGED INTO STOMIWAIEA. BEFMMS/DIKES RCE �•:
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE SWRMWATEA POLLUTION CaVM 9NP NOTES RR IATIVE TO CCMTR L71M ACTIVITIES
SHALL BE PLACED AROUND DMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. 7. CALIFOFRNIA STATE LAW ASSEMBLY BILL A8 -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED �
AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. CONCRETE WASHOUT DLAPSTERRS SHALL BE DIECKED FREQUENTLY FOR LEAKS, OLAPSTER LIDS SHALL REMAIN EXP. DATE._ 9Y3 _!S -_ w
IN THE CONSTRUCTION OR REPAIR � ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY !, - -- � C 65122
CONTRACTM SHALL STABLI91 AM 'USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA CLOSED AT ALL TIMES. DDMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STFUCTRNiES ENGINEERING DESIGN GROUP
B. GRADING AND EQUIPMENT OPERATING WITHIN OE -HALF (112) MILE OF A STRUCTURE TO CONTAIN WASHOUT WASTES ON SIZE, IT IS ILLEGAL TO WASH CONCRETE, SLURRY, WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN OUEP TO AVOID RAIN CONTACT 2010. IN PASS A PARTS. WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE 2121 MONTIEL ROAD + `
FOR HUMRAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF E30 P.M. AND MORTAR STUCCO, PLASTER AND TtE LIKE INTO THE STORWATER CONVEYANCE SYSTEM OR WITH ANY TRASH MATERIAL. NO -LEAD BRASS PARTS. SAN MAR= CA 92069
730 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT PROJECT NO. 125105-1 rqA CRYi�
9. NO GRADING OPERATIONS SHALL COMMENCE INVTIL A RIFE CONSTFRUCTIOV MEETING HAS LOCATION. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE 8. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PHONE (760) 839 -7302 � OF Cp�FQ
FLUIDS, BROKEN ASPHALT AND CONCET~ WOOD AND CLEARED VEGETATION CAN BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR CIVIL CONSTRUCTION SITE ACCESS RECYCLED. NOd4ECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PFRMITTEE. THE PRE-CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR V841C ES EBESS AND OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMfATION ON DISPOSAL 05 HAZAFDDUS SDIER AIDTES STATEMENT OF B GIHER W NM
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY INGRESS TO PREVENT TRACKING DIRT OFF SIRE. THIS SHALL INCLUDE USING MATERIAL MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (x300) 7114 -1195. FOR
CALLING (760) 633 -2770. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY 1HE ENGINEER
SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS/PLATES. DFORMATION ON LANDFILLS AM TO GOER DMPSTERS CALL EOCO AT (750) 436-4151. WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION VEHICLES THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN ENGINEEERS TRADE OR PROFESSION. THE EN61AEER FURTHER AGEES THAT THE WORK
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUUMIT TO AID RECEIVE POLLUTANTS SHALL BE KEPT DFF EXPOSED SURFACES. PLACE TRASH CANS AID RECYCLING DIEGO REGIONAL STANDARDS COOMMITTEFa THE SAAB DIEGO REGIONAL STANDARD DRAWINGS PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RUBLES AND REGULATIONS
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER A A AY GUTTERS AM STORMORAIN SHALL BE DESIGNATED FOR RECEPTACLES AROUND THE SITE. (LATEST EDITION) AID THE FOLLOWING SPECIAL PROVISIONS: FEQUJIED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANDIECK OR
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE CONSTRUCTION VEHICLES PARKINS VEHICLE REFUELIID AND ROUTINE EQUIPMENT REVIEW PERFUMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
WITH REGARDS TO THE HAULING OPERATION. MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AID CHECKED FREQUENTLY FOR 1. TRENCH WIDTH SHALL BE PER SORSD NO.S -4 UNLESS OTHERWISE NOTED. FOR THE PLANS PREPARED BY TIE ENGINEER IS NOT A DETERR41NATIOI BY THE CITY OF
EROSION CONTROL LEAKS. CONTRACTOR 91ALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE ENCINITAS OF THE TECHINICAL SUFFFICIE7NCY OR ADEQUACY OF THE PLANS OR DESIGN
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT,. BUT PRIOR TO TOILETS AWAY FROM STO 14D R42N INLETS DV PERVIOUS SUFACES. AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF FESPONSIBLITY FOR THE PLANS
MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES 2. PIPE AND BEDDING COOITIONa'
FINAL GRADING APPROVAL AAO /OR FINAL RELEASE DE SECURITY, AN "AS GRADED OR DESIGN OF IMPROVEMENTS BASTED 17•EFU=Ol. 'THE ENGINEER AGREES TO INDEMNIFY
ESPECIALLY SHAU1. BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER AM (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE.
CERTIFICATION" SHALL BE PROVIDED STATING "THE GRADING (MDER PERMIT 4D.11880 -G AND FOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES
HAS BEEN PERFORMED IN SU3STANTIAL COFOFMOCE WITH TIE APPROVED GRADING PLAN SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION! AND STORMIGRAIN. CONTRACTOR MUST ROUTINELY CHECK AAO CLEAN DIP MATERIAL THAT MAY (8) V.CP. AID A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 IAKIES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS
OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BONDED FIBER MATRIX. HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
BY THE DATE AID SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING MINIM(M! ABOVE THE PIPE SHALL BE SAND GRAVEL, CRUSHED AGGREGATE, NATIVE WITHIN THE COURSE AND SCOPE DE SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
OPERATION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. FOR MORE INFORMATION ON STOR HATER POLLUTION CONTROL MEASURES AND FREE- DEAINIDO GRANULAR MATERIAL HAVING A SAID EQUIVALENT OF 30 OR BETTER. TDE RERWF, BY THE ENGINEER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHAFED RUNOFF AROUND THE CONSTRUCTION REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT: CITY OF ENCINITAS AT
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR (760) 633 -2770. (C) P.V.C. AND A.B.S. SOLID WALL PIPE' BEDDING FROM BOTTOM OF PIPE TO 12 INCHES
UNDER HIS DIRECTION HE SHALL INSPECT AID TEST THE' EXCAVATION PLACEMENT AND SITE. CONTRACTOR SHALL PROTECT CMANMEL.S AGAINST EROSION USING PEPMANEE NT AND MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE BY.
COMPACTION OF FILLS AND 13ACKFB -LS AND COMPACTION CF TRENDIES. HE 94ALL SUBMIT TEMPORARY EROSION CONTROL MEASURES. LAMSCAPING MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. BRIAN MICHAEL ARDOLNO DATE
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITA81LITY DE ANY FILL 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT REMOVE EXISTING VEGETATION DALY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING 3. AFTER COMPLETION DE PIPE LAYING, ALL MAIN LINE SEWERS SEWER SERVICE LATERALS SJFESSI
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SLFERVIS194 AND THAT IN SHALL BE CONDUCTED IN PFIASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL 90DNRACE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTED. AIR PRESSURE QP ONq
HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS' ARE ACCEPTABLE FOR THEIR INTENDTED GROUND COVER. OC NOT REMOVE TREES OR SUBS UNNECESSARILY, THEY HELP DECREASE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. RCE No. 71651 GNAEL
USE. EROSION. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOES PRIOR TO
OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOES GRADED BETWEEN OCTOBER 4. THE CONSTRUCTION OF P.C.C. SEWER MWOLES SHALL BE PER SDRSD NO.S -17. POURED IN PASCO LARET SUITER & ASSOCIATES
13. THE CONTRACTOR SHALL PROPERLY BADE ALL EXCAVATED SUFACES TO PROVIDE LFWMN CONTROL 1 AND APRIL 15. PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF 535 N. COAST HIGHWAY 101 m No. 71651 o 2'
POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH B-INCH COLLECTOR w m
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SUFACE WATER SOLANA BEACH CA, 92074 ¢ EXp. 12/31/15 M
AND AVOID DAMAGE TO AOJ01NBYG PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVEN HART AT 760.533.5865 SYSTEMS WITH INSPECTORS APPROVAL.
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 24 HOURS A DAY. PLEA 1994 W"
TIME AS PERMANENT DR41NAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER SORSO NOs.S-13 AND S -14. �T CIVI1 Q
2. EQUIPMENT AM WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MAN -OLES. q
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS OF CA1IF
PLACED IN ACCORDANCE WTTH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AHD SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE 6. THE CONSTRUCTION OF CNNUETE ANCHOR WALLS SHALL BE PER STRSD NO.S -10, TYPE A.
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM TIE SURFACE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AHD ALLUVIAL SOILS SHALL BE 3 DEVICES SWMV ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL 7. ALL MAINS AND LATERALS STALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER.
REMOVED TO SUITABLE FIRM NATURAL GUM. 7HE EXPOSED SOILS WLL BE SCARIFIED O= THE ENGINEERING INSPECTOR.
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM CF 90 PERCENT. IT SHALL 8, THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL
BE TFE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL 4. THE CONTRACTOR SHALL RESTORE ALL EROSI9V CONTROL DEVICES TO WORKING ORDER TO BE SOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK.
IN STRICT ACCORDANCE WITH SPECIFICATIONS. THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RN-OFF PROOUCING RAINFALL.
9. ALL DEBTOR CHANGES OF SEWER MAINS STALL BE APPROVED BY THE DISTRICT ENGINEER
15. CUT AND FILL SLOPES SHALL BE CUT AND TTRRMED TO FINISH GRADE TO PRODUCE 5. THE CONTRACTOR 94ALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE.
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AM REQUIRED BY 1TE CITY ENGINEER DUCE TO AN INCIMPLEIE GRADING OPERATION OR
EM SANAKMENTS "LL BE SHAPED, PLANTED, AND TRD ED AS DIRECTED BY THE ENGINEER U REQUIRED B T t EC CITY EEG WHICH MAY ARISE. 10. FILL AREAS MAST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. J
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER
WASTE MATTER EXPOSED OR EXCAVATION CB EMBANKMENT SLOES WHICH ARE LIABLE TO 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS DIVISION 48 HOURS
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF, THE TOE AND TOP OF ALL 6. V0 CONTRACTOR SHALL BE PESREASIJ E AM STALL TAKE NECESSARY PRECAUTIONS . IN ADVANCE CF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. (760) 633 -2770.
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PPEVENT PUBLIC TRESPASS ONTO AREAS THAT ARE tNSARE OR ARE POTENTIALLY UNJSAFE.
7. ALL EROSION CONTROL MEASNES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE 12. CONTRACTOR SHALL DETAIN A PERMIT FROM THE CITYS ENGINEBgIM SERVICES
16. ALL TREES BRUSHN GLASS AND DEFIER DEJECTICNNABLE MATERIAL SHALL BE COLtEC7ER INCORPORATED HEREON DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF WAY. -
PILED OR OTHERWISE DISPOSED OF OF THE SITE BY THE CONTRACTOR SO AS TO LEAVE
THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE CF 13. TFE CONTRACTOR SHALL, AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD DE ONE --
UNSIGHTLY DEBRIS. APPROVAL CF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SLOPE AT THE COLLUSION OF EACH WORK DAY YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL O= ANY SUCH MATERIAL. REPLACE ANY OR ALL SUCH WOO, TOGETHER WITH ANY OTHER WORK WHICH MAY BE
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS 9• ALL REMOVABLE PROTECTIVE DEVICES SOWN SHALL BE IN PLACE AT TTE ENO DE EACH DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AHD /OR MATERIALS
WORKING DAY WHEN TT•E FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY WITHIN THE OE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER
URBAN FOREST MANAGEMENT SAM. TREES LOCATED NITHIN CITY STREET RIGHT-OF-WAY, PERCENT (40 %). SILT AM OTHER DEBRIS SHALL BE REMOVED AFTER EACH RR41WAH TO THE OWTER EXCEPTING ORDINARY NEAR AAD TEAR, UMAISUAL ABUSE OR NEGLECT.
ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED STORMITEiR FOLLUTEN COMM POST CIAISMECTION 8MP/IAP NOTES 14. CONTRACTOR SHALL FURVISH AND INSTALL, PER SPECIFICATIONS THE APPROPRIATE BURIED
OTHERWISE. NO GRADING;, EXCAVATION OR DISTURBANCE' OF CITY TREE ROOT SYSIEMB 1. FOR STORM WATER POLLUTION CONTROL PURPOSES. ALL RUNOFF FROM ALL IMPERVIOUS UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBIC SEWER LINES AND PORTIONS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT O' WAY OR EASEMENTS.
TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUQ)• IF A &WAGES INCLUDING ROOF DRAINS BALL DISCHARGE ONTO GRASS AM LANDSCAPE AREAS j INIT4S
CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MOST BE PROTECTED IN PLACE. PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM B $T
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE IT MAST NOT BE DRAIN SYSTEM. 15. 'AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. PACIFIC n
DISTUUDED RUNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL BALL 16. 7HE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC N
NDTTIFIGAT ONS NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE
1. THE EXISTENCE AND LOCATION OF tUDERGRODUD UTILITY PIPES AND S7RRUC7UNES SHOWN ADDITIONAL ACCESS EASEMENTS TO MAWTAIN THE PUBLIC SEWERS. i M THE ON THESE PLANS WERE' OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST DE 3. ALL IMPERVIOUS AREAS WITHIN ND SITE SHALL WITH ADEQUATE GR BMP /IMP
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS FACILITIES ANO /OJ TO TURF OR LANDSCAPED AREAS WITH ST SLOPE GWARD THEN PRIOR 17. WASTEWATER DISCHARGE PERMITS AND PLUBIAG PERMITS ARE REQUIRED PRIOR TO o z
HOWEVER.' THE CONTRACTOR IS REQUIRED TO TAKE DE PRECAUTIONARY MEASURES TO TO 1DF FACT FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED COARECTIONT TO SYSTEM. a
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS /P FACILITY AAD /OR THE TUF/LANDSCAPED AREAS.
THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE DRIVEWAYS, OR ANY OTHER IMPERVIOUS
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION AREA UNLESS THE FLOW FROM THE RAIN DISCHARGES TO AN ADEQUATE SAP /BMP.
OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK
A. SEWERS - ESJ - (760) 633 -2770 5. DRIVEWAYS STALL HAVE A MINI" 29 GROSS SLOPE TOWARD THE IMP/BMP AREA 05
B. GAS & ELECTRIC - SOGE - (760) -438 -6200 HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AM
C. WATER - S7RD - (760) 633 -2709 DISCHARGE IT TO AN ADEQUATE IMP /BP.
D. TELEPHONE -SEC BELL - (760)-489-3411 6. ALL ST03MW4TER D!P /BMP FACILITIES SHOWN HEREON BALL NOT BE MODIFIED OR EXISTING ONSITE PROPOSED ONSITE
E. CABLE TV -COX CDMMfiU1ICATIOVS- (760)- 806 °9809 X -2233 ALTERED WITHOUT A PERMIT FROM THE CITY. IMPERVIOUS AREA IMPERVIOUS AREA `� �n
2. CONTRACTOR SHALL NOTIFY THE CITY ENGPMEER S OFFICE 49 FOURS PRIOR TO (EXCLUDING ROOFTOPS) (EXCLUDING ROOFTOPS) VIM= MAP
BEGRWAG ANY NORK ON THIS PROJECT. PHONE. (760)- 633 °2770. 7. THE INSTALLATION O= ADDITIONAL IMPERVIOUS SURFACES NOT SOWN ON THIS PLAN
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING FERNIT BE
OBTAINED. (T. B. #1147 -E7) NTS
3. THE CONTRACTOR STALL GIVE 24 HOURS NOTICE ON GALLS FOR INSPECTION. PHONE: BNIP STATUS:
(760) -633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE 1640 SF HARDSCAPE 960 SF HHARDSCAPE
SUBJECT TO REJECTION AND REMOVAL. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STANDARD PROJECT
HAVE WATER BEST MANAGEMENT PRACTICE OF THAT WILL NOT THRASH D9NE5 SHALL MASCO URET SUITER
HAVE AN APERVIIJUS NON- COBiSTiSLE ROOF THAT WILL AOT ALLOW TRAIN WATER TO
AS BUILT ENTER TT•E ENCLOSURE TTEE Bar'NE SHALL BE LOCKABLE AM LOCKED WHEN NOT IN ENCINITAS F.[RE PROTBICTION DIST. SAN DIEGUIT O WATER DISTRICT ENCQ�TITAS PARKS & RBCREATION DBPT. ENC�IITAS PUBLIC WORKS DEPT.
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT g
ESCAPE FROM THE D/APSTER AID TO PREVENT ANY FLOW OF STORM WATER THROUGH Oi
UGH THE ASSOCIATES
TRASH EMCLOSUE AREA. THE BEAM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW REVIEWED Y' WED B ' REVUE C Y. I D BY.'
ROLLING OF THE DIM1PSTER IN AND OUT. 7}E ENRN ( SHALL BE SELF CONTAINED t)R r�� CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BRIAN M. ARM MIND DATE MAY HAVE A GRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE 535 North Highway 101, Ste A, Solana Beach, CA 92075
R.C.E. NO. 71651 SEPARATOR AND IS THEN FILTERED THROUGH A CITY-APPROVED HYDROCARBON FILTER AND 3 2 20/� 3.24- f4 a0 �I� 3 ZY I
EXP. 12/31/1 DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM NOT TO PLANTERS OR THE STORM ATE: DATE: DATE: DA . I ph 858.2;19.8212 ! fa 858.259.4812 plsaenginee>ring.com
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SIGNATURE EXPIRES 2 YEARS AFTER DATE
REVISIONS APPROVED DATE REFERENCES DATE DESIGNED BY DRAWN BY CHECKED BY
BENC'HMARI� SCALE PLANNING & BUILDING EIMA KRK BMA APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
I 9 14 Cm OF ENCINITAS CONTROL POINT EW -33 PLANS PREPPED UNDER THE SUPERVISION OF REVIEWED BY: o GRADING PLAN FOR:
Ab E3 i li ) 8l6 2.5" CITY DE ENCINITAS BRASS DISC eREVIEWE,D BY.'
IN CURB ON TEE SOUTH SIDE OF THE HORIZONAL N/A ✓ ,. � � , y DATE: IN 31`l ��/// AVENUE
11880 -G
PARKING LOT FOR THE CITY OF ENCINITAS � -� �/ MASIH MARE GMENN PRUIM 4TT T � A • J-/NL/L
SWAMIS PARK IN RED CURB NORTH OF RESTROOMS ri�u R. C. E. NO. 71651
AS SOWN ON RECORD OF SURVEY NO. 18416. VERTICAL N/A j -%� - ENGINEERING & PUBLIC l
BRIAN M. AROOLINO EXP. 12-31-15 CRUD: 14 DAiE�� Ds-
DATW. NAVDBB ELEV.: 85.OE4' DATE: - PLANNING CASE N0: 13 -209 CDP A.P.N. #258-053-061 SHEET 1 OF
3/20/2014N.• \Active Jobs \1994 CHURCH \DRAWING \1994.pro PLSA 1994
LEGEND
PROPERTY LINE
- -
PROPOSED SETBACKS
-
EXISTING CONTOURS
- - - - P55 - -
EXISTING EASEMENT
- -
EXISTING EDGE OF PAVEMENT
-
EXISTING WATER MAIN
w wf
EXISTING SEWER MAIN
- - -- - - - --
PROPOSED SEWER SERVICE
PROPOSED WATER SERVICE
n
DRAINAGE DIRECTION
-�
PROPOSED 4" PCC CURB
PROPOSED PVC PIPE
_ _ - - -
ORAINAGE PATH
m
LIMIT OF GRADING
PROPOSED 12712" YARD DRAIN
❑
PROPOSED PCC PAVEMENT
PROPOSED BIORETENTION BMP
AREA PER DETAIL
PROPOSED PERVIOUS PAVER
T11 7
PROPOSED 4" AC
\ \
MAWA CALLZLATIONt
GROSS LOT AREA =5022 SF
TOTAL AREA EXEMPT
FROM MAWA CALCULATION = 4887 SF
TOTAL LANDSCAPE AREA = 135 SF x 42.9 x 0.62 x 0.7 + 0.3 x 0 = 2,513 G/YR
LANDSCAPE EFFICIDVCY 19W WTEa
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AAD TO
DETECT P ANT CR IRRIGATION SYSTEM FAILURE
2. REPLA -EMENT OF LEAD DYING AND DISEASED VEGETATION
3. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN
REQUIRED
5. REPLENISHING MULCH AS NEEDED
6 SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN
PLANT GROWTH
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
B. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W/BATTERY BACKUP)
11. MAINTAIN TFE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS
HYDROZONE"'
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX
APPLIED WATER ALLOWANCE)
FS 25.8 '/
INSTALL PCCIBBONl,
GUTTER PER TAII
r
FS 3.9 �
INSTALL 4" AC VER -
6" CLASS II A (MI )
APPROXIMA
LOCATION
EXISTING 2 °j
AC WATT SR IV
APPFROXIM
LOCATION
EXISTING " VCR;
SEWER MA
I
APPROX. LOCATION
OF EXIST SEWER
J
MANHOLE ADJUST TO
GRADE AS NECESSARY
APPROX LOCATION OF R
LATERAL, CONTRACTOR
POTHO! F TO VERIFY L Dja
ELEVAiiui AND CONDIT OF
EXISTING LATERAL. C CIO
TO NOTIFY ENGINEER I ANY'
DISCREPENCIES. I
CONSTRUCT
AREA - PERMANENT FS
[TAP NOT TO BE
MODIFIED WITIiOU x -
PERMISSION FR?Oht t
THE CITY OF ENCINITAS
135 t SF
FS 21.9
'L Y
4.8' 8.9' 252' I 25.2'
PROJEC OF CENTERLINE
ST
SITE EXISTING I G -2
CURB 6 GUTTER
y yi VARIES 2% MIN r VARIES 2% MIN
TYPICAL SECTION: THIRD STREET
NOT TO SCALE
1 ZO't _I PROPERTY LINE
RIGHT -OF WAY ----
! nc. 3' nc '
THE EXI5TIN6 FENCE / WALL ON AND ALONG THE NORTHERN PROPERTY LINE SHALL REMAIN
UNTO,(ICHED SINGE IT 15 LOCATED ON THE ADJACENT NORTHERLY PROPERTY, AND THERFORE,
NOT A PART OF THE PROF05ED PROJECT- THE NEW FENCE / WALL A5 PART OF THE PROJECT
SHALL BE LOCATED SOUTH OF THE PROPERTY LINE
FS 25.8
DISTRICT TO UPGRADE TO 1"
COPPER WATER SERVICE A
DUAL METER PER WAS WS 01
WC 17 AT OWNERS EXPENRE
INSTALLr4��' IE 23.1 F`L
N 2255-055 -
EXISTIMK SHORING
§ ITAj1 4" WALL TO REMAIN
P C, SUBDRAIN
01.0 58'
% -
F 28.7i),111, /
BUILDING WALL
[STING RESIDENCE EWOrINO NE 1V NEE
TO BE REMOVED A ,5d0VN0 L E L
RE510ENCE -
FF =24.0
PAD =23.33
INSTALL 6" PCC CURB AROUND __ l
OUTDOOR SHOWER _-
INSTALL SHOWER DRAIN 12 PCC
= ?; CATCH BASIN W/ 4" SAAOI,TRAP J
T OF DRAIN OUTLET
L'TTE-D�T
.PG 2.1.33 FS 23.9 1 r FS 139
INST.'1 4
♦gy �., �r E� PVC PE
2%M N
B6TALL 4° AC OVER INSTALL 4" AC OVER
6" CLASS 77 ST ( 6" GLASS II AB (MIND
1N6TALL 3 3' WIDE 6"
THICK 3x50 PSI OVER
6° MASS II BASE PCC
RIBBON GUTTER
TYPICAL SECTION: ALLEY SECTION
NOT TO SCALE
REVISIONS APPROVED DATE REFERENCES DATE $ENCFIMpgK SCALE BUILT
"llpf 6 !L CITY OF ENCINITAS CONTROL POINT E7C -33 ®t 4
2.5" CITY OF ENCINITAS BRASS DISC ✓`�°
- - - - - - -- - IN CUB ON THE SOUTH SIEGE OF TFE HORIZONAL I"=10' ` 11z, @.q
_ - PARKING LOT FOR THE CITY OF ENCINITAS ✓� "- v '� 0 `k'{
- BRIAN M. ARDOLINO DATE
SWAMIS PARK IN FED CURB NORTH OF FLESTROOAIS,
-- AS SHOWN ON RECORD OF SU 13VEY NO. 18416. VERTICAL NL R.C.E. N0. 71651
EXP. 12/31/17
DATURNt NAVDBB ELEV.: 85.061'
NTS
INSTALL LARGE COBBLE OR
VEGETATION ON OVERFLOW
EDGES TO ENSUE EROSION
DOES NOT OCCUR TO THE
SATISFACTION OF THE CITY
INSPECTOR AND ENGINEER
OF WORK
ANY PORTION OF THE EXISTING 51DEWALK OR ANY OTHER
PUBLIC IMPROVEMENTS DAMAGED DURING CONSTRUCTION
SHALL BE REPLACED TO THE NEXT JOINT TO THE 5ATISFACTION
OF THE CITY EN61 NEER
THE EXI5TIN57 OVERHEAD UTILITIES 5ERVICE TO THE PROPERTY
SHALL BE UNDERGROUNOED
IE 23.1
EXISTING PALM? TREES TO
FL 31 BE,PROIECTED IN PLACE,
LI,C
TW 30.9
I
( BW 27.1
TW tu�0,0 y ( TG E7.0
BW r7 CENTERLIAWE-
7.1 �ry�2 '�i7� IE 2F 3` THIRD ST
"FW 127.1 a n 'e
CIE 29,
TG 2 2
31. 0
__Q,
IE 22.5 8W ii 27: f
TG, P7.0 . TW 27. {,.
IE P6 0 ii W 23.53 ;'
FS 23.9 A �u FS 2$.6 ,�
FS 2
�3 2
It TW 26.E EXISTING-PALM TREES TO
BW BE PROTECTED MN PLACE
..:f a TG 25.1$ - \
BW 233 T4 ��
? } \
_FG 23.311 L u _ - _ ; t 3
-, i
TG 23P
IF cif+ -40
IE 2,2 O , e FG 26 5
fiL230iJap m 61 I
n1 f TW 9 _ -a ' EXISTING SI6b' ALK
'nn i n BW 3.3 / TO REMAIN
=.J
.. 0
°.35.2'
T:EA•rsTTND CUB \
23 GATE AND GUTT0 TO
_T 96.4 BW b ,..zf REMAIN
IE 25.4, EXISTING PALM TREES--7D_
-BE IN PLACE
" TYP.
4" AC OVER 6"
;LASS II AB (MIN)
R tti i
VTS
UtbiUNtU tlT UMAITry CT I1,11m
L.
BMA IMA UT APPROVALS
- -- -BMA -_- -
PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY: /
DATE' L rl /V ` 00"o GLENN
R.C.E. NO. 71651 MASIH MAHER ENGINE
BRIAN M. ARDOLINO EXP. 12 -31 -15 WORKS
-_ DATE: 4 / 21 /14 DATE:
DROUGHF TOLERANT
PLANTS (TYPJ
4" MINIM;i
2" HARDWOOD MULCH/
GRASS COVER OR CITY
APPROVED EQUIVALENT
x BIORETE7NTION 'ENGINEERED SOIL" LAYER SHALL BE MINI" 24" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50-60% SANG 20 -30% COMPOST OR HAREWOORRD MULCH AND
20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTH OR SIMILAR OBJECTS,
AND ALSO FREE OF NOXIOUS WEEDS.
xx 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SL RFACE AREA OF THE
BIORETENTIOV BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
ALL BIGETENTION PLANTERS TO BE DEPRESSED AT LEAST 4" BELOW
ADJACENT FINISHED SURFACE
BIORET AMON DETAIL
SCALE: 1'2'
PROPERTY LIRE
EXISTING sm"ING FG 26.0
WALL TO REMAIN FG 25.9
FG 27.5 r- FG 26.1
NTS
No. 71651
Exp. 12/31/15
GRAPHIC SCALE 1 " =10'
0 10 20 30
CITY OF ENCINUAS ENGINEERING DEPARTN = DRAWING NO.
77-GRADING PLAN FOR:
' 244 TIERD AVENUE 11880 -67
5 PUBLIC Ty
OR
- PLANNING CASE NO: 13 -209 CDP A.P.N. #2513-053-061 SHEET 2 OF 0
411812014N. \Active Jobs \1994 CHURCH\DRAWING \1994 -pro PLSA 1994
m
1Z PLANTER PR
I
At
3
INSTALL
FENS FS 22.6
23.
TW 25.0
Q
IG` 22.3
OUTDOOR
TW 23.0 BW 23.3
,i
EXISTING POWER POLE
FLAGSTONE
WALKWAY -
SHOWER
BW 23.0
\ BE REMAIN
TG 22.9
FL 22.7
F
2 .8
IE 22.3
AM -0507
r,
GRADING PLAN
SCALE
1 " =10'
2%M N
B6TALL 4° AC OVER INSTALL 4" AC OVER
6" CLASS 77 ST ( 6" GLASS II AB (MIND
1N6TALL 3 3' WIDE 6"
THICK 3x50 PSI OVER
6° MASS II BASE PCC
RIBBON GUTTER
TYPICAL SECTION: ALLEY SECTION
NOT TO SCALE
REVISIONS APPROVED DATE REFERENCES DATE $ENCFIMpgK SCALE BUILT
"llpf 6 !L CITY OF ENCINITAS CONTROL POINT E7C -33 ®t 4
2.5" CITY OF ENCINITAS BRASS DISC ✓`�°
- - - - - - -- - IN CUB ON THE SOUTH SIEGE OF TFE HORIZONAL I"=10' ` 11z, @.q
_ - PARKING LOT FOR THE CITY OF ENCINITAS ✓� "- v '� 0 `k'{
- BRIAN M. ARDOLINO DATE
SWAMIS PARK IN FED CURB NORTH OF FLESTROOAIS,
-- AS SHOWN ON RECORD OF SU 13VEY NO. 18416. VERTICAL NL R.C.E. N0. 71651
EXP. 12/31/17
DATURNt NAVDBB ELEV.: 85.061'
NTS
INSTALL LARGE COBBLE OR
VEGETATION ON OVERFLOW
EDGES TO ENSUE EROSION
DOES NOT OCCUR TO THE
SATISFACTION OF THE CITY
INSPECTOR AND ENGINEER
OF WORK
ANY PORTION OF THE EXISTING 51DEWALK OR ANY OTHER
PUBLIC IMPROVEMENTS DAMAGED DURING CONSTRUCTION
SHALL BE REPLACED TO THE NEXT JOINT TO THE 5ATISFACTION
OF THE CITY EN61 NEER
THE EXI5TIN57 OVERHEAD UTILITIES 5ERVICE TO THE PROPERTY
SHALL BE UNDERGROUNOED
IE 23.1
EXISTING PALM? TREES TO
FL 31 BE,PROIECTED IN PLACE,
LI,C
TW 30.9
I
( BW 27.1
TW tu�0,0 y ( TG E7.0
BW r7 CENTERLIAWE-
7.1 �ry�2 '�i7� IE 2F 3` THIRD ST
"FW 127.1 a n 'e
CIE 29,
TG 2 2
31. 0
__Q,
IE 22.5 8W ii 27: f
TG, P7.0 . TW 27. {,.
IE P6 0 ii W 23.53 ;'
FS 23.9 A �u FS 2$.6 ,�
FS 2
�3 2
It TW 26.E EXISTING-PALM TREES TO
BW BE PROTECTED MN PLACE
..:f a TG 25.1$ - \
BW 233 T4 ��
? } \
_FG 23.311 L u _ - _ ; t 3
-, i
TG 23P
IF cif+ -40
IE 2,2 O , e FG 26 5
fiL230iJap m 61 I
n1 f TW 9 _ -a ' EXISTING SI6b' ALK
'nn i n BW 3.3 / TO REMAIN
=.J
.. 0
°.35.2'
T:EA•rsTTND CUB \
23 GATE AND GUTT0 TO
_T 96.4 BW b ,..zf REMAIN
IE 25.4, EXISTING PALM TREES--7D_
-BE IN PLACE
" TYP.
4" AC OVER 6"
;LASS II AB (MIN)
R tti i
VTS
UtbiUNtU tlT UMAITry CT I1,11m
L.
BMA IMA UT APPROVALS
- -- -BMA -_- -
PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY: /
DATE' L rl /V ` 00"o GLENN
R.C.E. NO. 71651 MASIH MAHER ENGINE
BRIAN M. ARDOLINO EXP. 12 -31 -15 WORKS
-_ DATE: 4 / 21 /14 DATE:
DROUGHF TOLERANT
PLANTS (TYPJ
4" MINIM;i
2" HARDWOOD MULCH/
GRASS COVER OR CITY
APPROVED EQUIVALENT
x BIORETE7NTION 'ENGINEERED SOIL" LAYER SHALL BE MINI" 24" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50-60% SANG 20 -30% COMPOST OR HAREWOORRD MULCH AND
20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTH OR SIMILAR OBJECTS,
AND ALSO FREE OF NOXIOUS WEEDS.
xx 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SL RFACE AREA OF THE
BIORETENTIOV BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
ALL BIGETENTION PLANTERS TO BE DEPRESSED AT LEAST 4" BELOW
ADJACENT FINISHED SURFACE
BIORET AMON DETAIL
SCALE: 1'2'
PROPERTY LIRE
EXISTING sm"ING FG 26.0
WALL TO REMAIN FG 25.9
FG 27.5 r- FG 26.1
NTS
No. 71651
Exp. 12/31/15
GRAPHIC SCALE 1 " =10'
0 10 20 30
CITY OF ENCINUAS ENGINEERING DEPARTN = DRAWING NO.
77-GRADING PLAN FOR:
' 244 TIERD AVENUE 11880 -67
5 PUBLIC Ty
OR
- PLANNING CASE NO: 13 -209 CDP A.P.N. #2513-053-061 SHEET 2 OF 0
411812014N. \Active Jobs \1994 CHURCH\DRAWING \1994 -pro PLSA 1994
RUNOFF TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BLTWEEN BAGS -'
ACTS AS SPILLWAY rD vn•T DAa I►yz+r�+,t+ yr
VI�K 1� SNOT 1703 SCALE
Lli 1 Cl l L
1. SET POSTS AND EXCAVATE A
4BY4IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
IL
FILTER FABRIC O%}
WIRE
SILT FENCE DETAIL
NOT TO SCALE
COARSE
AGGREGATE
FILTER
I FABRIC
ed
ORIGINAL
GRADE
4 VA
1.1' MIN., UNLESS OTHERWISE UW R u�
AND DETAIL THIS SHEET
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
APED 256-053-07 ac, -
NOTE:
CONTRACTOR TO MDDIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
1;\
w
J e d e e
Q p e eq
® e
°
e e
° °e a °e
° e
°
A° dd
® 4 A-
19' RADIUS I- A
MIN. 20' MIN
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
CONSTRUMONFUNTRANGE DETAIL
NOT TO SCALE
®SIGN ®L t LZ R kll �O
SCALE 1 " =10'
d. "7
I
Lu
fVk^,...
�I
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6.1 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS 1R+LESS 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 OPTIRLP
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSURW (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WIRE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
HYROSEEDING.
9. ALL SEED MATERIALS SHALLbc TP,ANSPORTED TO THE JOBSITE IN UNOPENED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
AT THE DISCRETION OF THE CONTRACTOR.
B. 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.
C. FERTILIZER CONSISTING OF AWONIUM PHOSPHATE SULFATE, 16 -20-0, WHITH 15%
SULFUR? APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.
1. TRACK WALKING SLOPES STEEPER THAN 6:1.
2. RIPPING AREAS THAT WILL NOT BREAK UR' USING ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.'
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS TO PROVIDE VIABLE, CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH L NTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WOW PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY.
IF ANY DISTURaBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. AID DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
3, ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENNCINITAS CA 92024) AND ARE APPROVED AS PER P" RTES,
2006 -27.
LEGEND
ITEM SYMBOL
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE -x-
GRAVEL BAGS 000®ooc
No. 71651
Exp. 12/31/15
GRAPHIC SCALE 1 " =10'
0 10 20 30
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 fz 858.259,4812 1 plsaengineering.c ®m
REVISIONS APPROVED DATE REFERENCES DATE BEN'C D ARj{ SCALE AS BUILT DESBMA D BY DRKRK BY CHECKED BMA BY APPROVALS C= OF ENCINUAS ENGINEERING DEPARTMENT DRAWING NO.
L Ru j 0 11. 7 CITY OF ENCINITAS CONTROL POINT END -33 ® EROSION CONTROL PLAN:
2.5° crrY of ENCiNIras eRass Dlsc PLANS PREP RED UNDER THE SUPERVISION OF REVIEWED BY^: ®- f nAA �p�
IN CURB ON THE SOUTH SIB OF THE HORIZONAL 1 " =10 ' Z.•Z j - j DA ' E A' L " 1`� 2 !r`'F`p J�I111VJ AVENUE
L'i1 ^�' CJ�i 11880 -G
PARKING LOT FOR THE CITY OF ENCINITAS
SWAMIS PARK IN RED CiRB NORTH OF RESTR ?OOHS BRIAN M. ARD INO DATE R! R.G.E. V0. 71651 MASIH MAHER GLENN PRUIM .
AS SHOWN ON RECORD OF SURVEY N0. 18416. VERTICAL N/A R.C.E. NO. 71651 ENGINEERING 6 PUBLIC
EXP. 12131115 BRIAN M. ARDOLINO EXP. 12 -31 -15 WORKS D TOR
DATM NAVOBB ELEV.: 85.081' DATE:.4 / 21 / I DATE: / `>' PLANNING CASE N0: 13 -209 CDP A.P.N. #258- 053 -06 SHEET 3 OF td I
312012014N: \Active Jobs \1994 CHURCH \DRAWING \1994.pro PLSA 1994
In
-2—c:RAD A' k1f-`%7CCm
GENERAL
1. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. TEE DETAILS USED SHALL
BE THE SAME AS FOR OTHER SIMILAR WORK. PROVIDED THAT PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER.
2. THE DESIGN IS BASED ON THE 2013 CALIFORNIA BUILDING CODE AND THE STATE OF CALIFORNIA TRENC HING &
SHORING MANUAL, JANUARY 2011 PAGES 101 T0 10A2 rA TRA SSHOR!Krr
SIGNGUIUEI USED ASARESOURCE
REFERENCE. MINIMUM SURCHARGE OF 100 PSF HAS BEEN USED IN THIS DESIGN TO ACCOUNT FOR NORMAL TRAFFIC
Aly
LOADING. DRILL EQUIPMENT, CRANES, STOCKPILING, ETC SHALL BE SET BACK A MINIMUM OF "HI FEET I (11HERE"H11
EQUALS THE HEIGHT OF THE RETAINED EARTH) FROM THE BACK OF LAGGING.
3- TEMPORARY SHORING ARE CONSTRUCTED AS PART OF THE MEANS AND METHOD OF CONSTRUCTION FOR THE
PROPOSED BUILDING AND NOT A PERMANENT STRUCTURAL ELEMENT OF THE BUILDING. IT IS GENERALLY
: ARE !� n
UNDERSTOOD THAT THE BUILDING FOUNDATION AND STRUCTURAL SYSTEM, WHEN IN PLAnCE, ARE IDESIGN17- T
. ED 10
SUPPORT RETAINED EARTH AND SURCHARGE LOADS IN ADDITION TO ALL OTHER APPLICABLE BUILDING' LOADS
PRESCRIBED BY THE BUILDING CODE.
SOILS CRITERIA
mrmn= BY: ENGINEERING DESIGN VJ110r%l RVUF-
In
2121 MONTIEL ROAD
SAN MARCOS, CA 92069
REPORT NUMBER. 125106-1
REPORT DATE: DECEMBER 10, 2019
IVALENT FLUID PRESSURES:
ACTIVE PRESSURE: 40H PSF
PASSIVE PRESSURE: 275 PCF
MAX PRESSURE: NA
STRUCTURALSTEEL
1 STRUCTURAL STEEL SHALL COMPLY WITH ASTIM A992
2. MA TIERIM
MLS A ND`WORKMANSHIP SHALL COMPLY WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND
ERECTION OF STRUCTURAL STEEL FOR BUILDINGS."
CONCRETE
1 CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND THE
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST APPROVED EDITIONS WITH
MODIFICATIONS AS NOTED IN THESE DRAWINGS AND SPECIFICATIONS.
ov F P -.-o
2. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS'REQUIRED FOR ALL CONCRETE WOK100. 1 0
PSI OR GREATER (NOT REQUIRED FOR LEAN CONCRETE).
3. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS, THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE SLUMP
SHOWN IS THE MAXIMUM (INCHES):
ITEM OF CONSTRUCTION STRENGTH AGGREGATE SLUMP
A. CAISSON 2,500 PSI. 3/8Il UI
TIMBER
1. ALL LUMBER SHALL BE DOUGLAS FIR/LARCH (NORTH) OR HEM-FIR PRESSURE TREATED, AND 'SHALL Bw-GRADE
MARKED #2 OR BETTER.
CONSTRUCTION PROCEDURES
1: SOLDIER BEAM CONSTRUCTION:
1.1 I AV,01 1T. "KID DRILL THE HOLE DIAMETER AND DEPTH DEPTH AS INDICATE D IN THE DRAWINGS.
1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE.
1.3 PLACE A MINIMUM OF 2,500 PSI CONCRETE FROM THE BOTTOM OF THE HOLE TO THE BO TOMS OF THE
PROPOSED EXCAVATION.
1.4 PLACE LEAN CONCRETE (1 SACK MIX) FROM THE BOTTOM OF THE PROPOSED EXCAVATION 0 T EXISTING GRADE.
1 EXI 1.
2. LAGGING PLACEMENT:
2.1 INSTALL LAGGING AND BACKFILL IN 5' MAXIMUM INCREMENTS.
17 y ST
2.2 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING MUST BE COMPLETELY INSTALLED
INSURING BEARING BETWEEN THE CUT SOIL ,& WOOD LAGGING, BY COMPACTING SAND, GRAVEL, COMPACTED
SOIL, SLURRY OR GROUT BEHIND THE LAGGING AS PER INDUSTRY STANDARDS.
2.3 GAPS BETWEEN LAGGING SHALL NOT EXCEED 1" MAXIMUM. IF GAPS EXCEED 11I MAXIMUM, PACK GAPS WITH
NON-SHRINK GROUT.
3. EXCAVATION MONITORING:
3.1 THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED PRIOR TO EXCAVATION A D THE TOPS OF THE
N THAT THAI T
SOLDIER BEAMS SHOULD BE SURVEYED ON A WEEKLY BASIS UNTIL THE PERMANENT RETAINING WALL (PER
OTHERS) IS BACKFILLEDU TO THE DESIGN GRADE. T HE SURVEYED SOLDIER BEAM DATA POINTS SHOULD BE
LOCATED AT APPROXIMATELY 50 FEET ON-CENTER. INFORM SHORING ENGINEER IF ANY TIP DISPLACEMENT
EXCEEDS 1/2.
3.2 PRIOR TO DRILLING ACTIVITY BEGINS, THE CONTRACTOR SHALL COMPLETE LOGS OF EXIS 17NG IMPROVEMENTS
THAT OCCUR WITHIN 100 OF THE SHORING SYSTEM AND A L]C—F:N.c;F:n SURVEYOR SHALL DOCUMENT ALL
EXISTING CRACKS.
3.3 SURVEY MONUMENTS SHALL BE ESTABLISHED ON ADJACENT IMPROVEMENTS THAT EXIST V;IiT-_:Ild il HORIZONTAL
DISTANCE (MEASURED FROM THE FACE OF LAGGING) EQUAL TO THAT OF THE RETAINED EARTH HEIGHT. THESE
MONUMENTS SHALL BE MONT ORED FOR BOTH VERTICAL HORIZONTAL MOVEMENT. SHORING ENGINEER
AL MOVEMENT. 1 SHORING
SHALL BE NOTIFIED IF MOVEMENT EXCEEDING Y4" OCCURS.
S H E E T r, v
. i 11 -4 Lj zx
QH-1 -TEMPORARY SHORING GENERAL %10 E S AND DETAILS
SH-2 - TEMPORARY SHORING PUN Al "D E- EiA! KWN
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s 1 : To! L FRE�
1-800
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SWAMIS PAPKIN RED CLIRB NORTH OF RESTROOMS I
AS SHOWN ON RECORD OF SUR11EY 1%10. 18416,
DATUM:NAVD88 ELE111-85E081'
HORIZONAL NOT FE)
VERTICAL
f* ter, DATE I
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PLANS PREPARED UNDER THE SUPERVISION OF
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NO. 4363
HAMID LIAGHAT EXP. 6 -3@ -16 I
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DATE.
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0 GINI
SWAMIS PAPKIN RED CLIRB NORTH OF RESTROOMS I
AS SHOWN ON RECORD OF SUR11EY 1%10. 18416,
DATUM:NAVD88 ELE111-85E081'
HORIZONAL NOT FE)
VERTICAL
f* ter, DATE I
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PLANS PREPARED UNDER THE SUPERVISION OF
DATE.
NO. 4363
HAMID LIAGHAT EXP. 6 -3@ -16 I
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M.451H MAHER
DATE.
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DATE
REFERENCES
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0 GINI
SWAMIS PAPKIN RED CLIRB NORTH OF RESTROOMS I
AS SHOWN ON RECORD OF SUR11EY 1%10. 18416,
DATUM:NAVD88 ELE111-85E081'
HORIZONAL NOT FE)
VERTICAL
f* ter, DATE I
I Lp
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DATE.
NO. 4363
HAMID LIAGHAT EXP. 6 -3@ -16 I
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M.451H MAHER
DATE.
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35.0' . -
30.0' -
25.0' -
20.0' -
15.0'
10.0'
(E) STRUCTURE
TO REMAIN
fl
(E )LANDS
TO REMAIN IN PLACE
11 SPACES fa) 8' -0" O.C. = 88'-O"± /
CON"=fF 2 CAI 0-!"-j
1
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SH -2
ASSUMED B.O.E.
ELEV. = 20.0±
WOOD LAGGING PER
DETAIL GRADE BEYOND
N1 N2 N3 N4 N5 N6 N7 N8
5.v T*-
0.0' EMBEDMENT
r� rarn= r�rvn� nrn
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SCHEDULE
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SOLDIER BEAM
PER SCHEDULE
N9 N10 N11 N12
A N
CONCRETE
CAISSON PER
SCHEDULE
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LU
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W
SOLDIER BEAM PER
SCHEDULE, TYP.
- APPROX. OUTER FACE
OF (N) BUILDING WALL
BY OTHERS
35.0'
- 30.0'
25.0'
20.0'
-.. 15.0'
- 10.0'
t t'y
if
1 PEA
TEMPORARY SHORING SOLDIER BEAM SCHEDULE - B I
BEAM MARK
SOLDIER BEAM
SIZE
CAISSON O
(ft. }
CUT LENGTH
(ft.)
EMBED. LENGTH
(ft')
TOTAL LENGTH
(ft. )
EMBEDMENT
ELEVATION
SOLDIER BEAM
NOTES
N1 THRU N2
W16X26
I 2
5.0
11.0
16.0
20.0'
(BL), (SU)
N3
W16X26
2
6.0
12.0
18.0
20.0'
(BL), (SU)
N4,
W16X36
2
7.0
13 -0
20.0
20.0'
(BL), (SU)
N5 THRU N7
W16X36
2
8,0
12.5
20.5
20.0'
(BL)
N$
vv 18X40
2
9.0
13.5
22.5
20.0'
(BL)
N9 THRU Nll
W18X50
2
10.0
15.0
25.0
20.0'
(BL)
N12
W16X26
2
7.0
11.0
18.0
20.0'
- (BL)
LAGGING ON BACK FLANGE OF BEAM (BL)
APPROXIMATE SLOPE OF BACKFILL BEYOND WALL, OTHER THAN 1:1 (SB H:V)
SURCHARGE FROM ADJACENT EXISTING STRUCTURE (SU)
'.ini'unnVHLmdoo
I S 2.
REVISIONS
APPROVED
DATE
REFERENCES
DATE BENCHMARK
SCALE
AS BUILT
oesAJEOev
DRAWN
CHECKED
AI I R ALS
f v
V`iOR A47 d °d v ' ad 1� 1 �i mr [l
CITY tiC CAIP�IAII I'Ait -ENGINEERING Pl ° e i
'DRAWING NO.
41411
CITY OF ENCINITAS CONTROL POINT ENC -33
2.5 "CITY OF ENCINITAS BRASS DISC
IN CURB ON THE SOUTH SIDE OF THE
PARKING LOT FOR THE CITY OF ENCINITAS
SWAMIS PARK IN RED CURB NORTH OF RESTROOMS,
AS SHOWN ON RECORD OF SURVEY NO. 18416.
DATUM: NAVD88 ELEV.: 85.081'
HORIZONA! NOTED
VERTICAL NIA
^ 1sZ=0 �/
PLANS PREPARED UNDER THE SUPERVISION OF
DATE:
R.C.E. NO. 4363
HAMID LIAGHA EXP. 6 -30 -16
±4p�,a
REViEV ED BY:
IJA
f,�yGLENN PRING
MAHER ENGINEERING & PUBLIC
WORKS DIRECTOR
DATE: DATE:
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a -E-•s ? �' v E ��
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PLANNING CASE NO: 13 -209 CDP A.P.N. #258 - 053 -06
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