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2009-10349 G (Plans) (3)GENERAL MOTES ALL WORK SHALL BE DONE IN, ACCORDANCE NTH THESEPLA NS,, THE STANDARD SPECIFICATIONS FOR PUBLIG.:WORKS CONSTRUCTION, THE DESIGN.. CONSTRUCTION STANDARDS! OF THE CITY OF ENCINITAS AND THE SAN::DIEGq AREA REGIONAL STANDARD, DRAWINGS. ANY CHANGES OR REVISION THEREFROM SHALL BE APPROVED BY THE:� CITY ENGINEER PRIOR, TO ANY REQUEST FOR INSPEC11ON A SOILS REPORT HAS NOT BEEN PROVIDED FOR THIS PLAN. HOWEVER, COMPACTION TESTING'WILL BE PROVIDED DURING CONSTRUCTION, 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZE%. LOQATION. AND TYPE OF DRANAGEFACILITIES NOR OF IMPROVEMENTS W E fITHIN STIR, ET RIOHT�-01740�. SEPARATE APPROVALS I A I ND PER'MITS FOR THESE SHALL BE REQUIR I ED IN CONJUNCTION WITH IMPROV EMENT PLANS. 4� WRIT" PERMISSION, $HAL ", �B OBTAINED FOR ANY OFFSITE GRADING, .5. CONTRACTORSHALL 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 GRADINGi. 6.. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS bislukSED OR DESTROYED: ..SHALL, BE RE-4sT.AgLi ED AND -RIEP11LACED BY A REGISTERED I CIVIL �OR k Ud-ktE , D LAND S RVEYOR. ENGINEER 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT ANDMAINTAIN ALL SAFETY DEVICES, INCLUDING SHQkIN.Gj AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL, LOCAL., STATE AND FEDERAL SAFETY AND HEALf_H�ST*AN,DARbS, LAWS AND:�;REGULATIONS. 8. GRAOING AND EQUIPMENTOPERATING WITHIN oNt��HALF (1/2) MILE OF A STRUCTURE FOR. HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURt'OF 5:30 PN. AND 7-30 A.M. NOR ON SATURDAYS., SUNDAYS AND CITY RECOGNIZED HOUDAYS. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A. I PRE-ORADINt MEETING HASBEEN HELD ONSITE WITH THE FOLLOWING PEOPLE. PRESENT. CITY INSPECTOR, CIVILENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -GRADING. MEETING SHAH BE. SCHEDULED WITH THE CITY AT LEAST,48 HOURS, IN ADVANCE BY CALLING (619) 633-2770� l0..PRIOIR:t0. HAULING DIRTOR CONSTRUCTION MATERIALS TOANY PROPOSED CONSTAUCTfOWSITEE N I THI . IN TH Is PROJECT THE , DEVELOPER . SkALL'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'.ENdNEER MAY IMPOSE N.TH. REGARDS TO THE HAULING OPERATION. 11. 'UPON FINAL COMPLETION OF THE WORK UNDER THIE GRADING P RMIT BUT PRIOR TO FINAL GIRADIN .APPROVAL. AND/OR FINAL RELEASE OF SECURITY AND AS GRADED CERTIFICATION SHALL , BE PROVIDED STATINOi "THE GRADING UNDER PERMIT NO._j_QM_�-G HAS BEEN PERFORMED I Ni CONFORMANCE NTH THE APPROVED GRADING PLAN OR ASSHOWN ON THE ATTACHE AS"ORADED. PLAN!, THIS STATEMENT SHALL BE FOLLOWED ..5Y THEIDATE AND SIGNATURE OF E M! 7171FIES: SUCH GRA ING OPERATI CIVIL.ILNGINEER :0 tO. 1) ON. DING SHALL BE INSPECTED AND TESTED BY A. QUALIFIED SOILS N R :E GINEER 0 UNDER HIS HE SHALL: I . NSPEGT AND: TIES I �T THE EXCAVATION,. PLACEMENT N OF FILLS AND COMPACT(0 . I � FILLS AND COMPACTION OF TRENCHE! 14E $'HALL SUBMIT SOILS REPORTS, AS REQUIRED DETERMINE THE. SUITABILITY OF ANY FILL MATERIAL� UPON COMPLETION OF GRADING .011, HE-- SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM, OR UNDER HIS A, ATIO UkRVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXC V N$ ARE ACCEPTABLE FOR THEIR INTENDED,USE 13. THE CONTRACTOR SHALL PROPERLY GRADEALL EXCAVATED SURFACES TOPROVIDE POSITIVE DRAINAGE AND PREVENT P.0 -C W _UNDING OF WATER. HE SHALL C.ON*OLSUR Ar- ATER AND AVOID D AGE TO, ADJOINING PROPERTIES� OR FINISHED WORK ON THE 'SITE AND SHALL TAKE REMEDIAL :MEASURE To PREVENT ER08ION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS. PERMANENT .DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE, FILf ED SHALL SE PREPARED TO BE FILLED AN PLACM IN 1) FILL SHALL B� ACCORDANCE WITH, STANDARD SPECIFICATION. ALL :VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BEAEMOVED BY THE CONTRACTOR F . Rom I THE , SURFACE UPON 'WHICH TH E FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO. SUITABLEFIRM...NATURA GROUIN.b... THE EXPOSED 86 I ILS SHALL BE SCARIFIED TO A DEPTH OF 1�-INCHES AND THEN COMPACTED TO A MINIMUM OF 90; PERCENT. :IT SHALL BE THE tONTRACTOR'S RESPONSIBILITY TO, PLACE. sPREAc% WATER AND COMPACT THE: FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUTAND FILL SLOPES SHALL BE. CUT AND TRIMMED TO FINISH: GRADE TO PRODUCE SMOOTH 'SURFACE AND UNIFORM CROSS SECTION. THE, SLOPES OR E XCAvAnON AND1 EMBA , NKMENTS SHALL BE SHAPED * PLANTE6 AND TRIMMED AS DIRECTED BY THE LIOtItER,OF WORK AND LEFT IN :A NEAT AND ORDERLY CONDITION. ALL STONES, IROOIS- AND OTHER WASTER MATTER EXPOSED OR. PYf-AVA-nnK1 nP minit-ALeurkiT zi nprz wwjm� AM' I I A Qm W Y6 Or-TInki U I rAM CZ r KIMI 4Z WAH DC REMOVED AND DISPOSED OF. THE TOE AND TOP, OF ALL SLOPES" SHALL BEROUNDED IN ACCORDANCE WITH THE:GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER 08JECT1,014ASLE MATERIAL SHALL BE COLLECTED, PILED 0 OTHERWISE� DISPOSED OF OFF THE SITE BY THE. CONTRACTOR SO AS TO LEAVE THEAREAS THAT .HAVE BEEN CLEARED NTH A NET AND FINISHED APPEARANCE, FREE FROM UNSIGHTLY DEBRIS, APPROVAL OF LOCATION OF DE AIS' FILL SHALL BE SECURED. �,�Om 1-H,5. SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF -ANY SUCH MATERIAL. EAR HWORK, LEGAL. DE_4CRIPTION: CUP. !,121 _CfY, 'GW;P 469 THAT PORTION OF THE SOUTHEAST "FILL' UZI C QUARTER OF THE NORTHEAST QUARTER OF SEC. nON 23, TOWNSHIP 1,3 SOUTH, T! i�;(PQA 0 1MPeR:fo RANGE 4 WEST S.S.M. INTHE, CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF. X- OW 0 .-�NE�R. AN440N* A6BIN 49L44 MI:EASE 5RIYE_ GAN DIEGO, GA�92122 V�"�_or "1 554113- PAR6 0tW8*P1I,, ST-AHMER- _9a A 92024 �.34 49 SANTA FE .81 E AQqRESS SITE B -RRYMAR CANYON. RD. ERRYMAN x-ItNCINITAS CA 92024 CANYON. AM 2. 080-05,06 Nis CLUB DRIVE SEGION 4210/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT IDIENTIFICAT NUMBER BE ftl UE iiBEF 01, OR A G E "PERMIT TO EXCAVATE" WILL BE VALID FOR, YOU DI ALER1 I.D. NUMBER CALL V'DEM' OUI,. SERVICE ALERT. ;7 7, fkEE CALL 811 TWO WORKINQ O*WSE E OU DIG. REVISION$ APPROVED I DATE REFERENCES TE WORK TO BE DONE GRADING,P N THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND ALBIN /STAH.MER PRIVAT ROAD CASE --NO-. 05-167 TPM/CDP/```.E1A STANDARD DRAWINGS: S STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION. FOR PUBLIC WORKS CONSTRUCTION (200Q EDI TION), 9ENERAL POTABLE..W 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR ATER. SYSTEM NOTES REQUIRED FOR TRUCTION AND MAINTENANCE WORK ZONES," CONS SUIRDIVISIQN. IMPROVEMENT PLANS (1996 -EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS�APIRIL 206. 1_ POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND 4. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS. MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION, Or THE 04IVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT.) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER 50' Va- STANDARD DRANNGS MAINS AND: FACILITIES, INCLUDING ALL AMENDMENTS ADOPT -TO THE DISTRICT APPROVAL WETLAND. TIED PRIOR BUFFE PARCEL 1 0 11, 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS.-APRIL 2006. DATE ON THESE PLANS4 CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL. TIMES. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. 1 OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD PLANS. 2. THE SUBMISSION AND REVIIEWOF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRt-CONSTRUCTION DESCRIP11Ofj 5TD DW9 SYMBOL 0 MEETING WITH. THE DISTRICT'S INSPECTOR. EXIST. EASEMENT .............. ......... ........ ........ ...... 3. UNLESS OTHERWIS I E NOTED, CONNECTIONS I TO EXISTING MIAIRS SHALL BE MADE DRY. THE TIME AND CEL 2 ....... .......... EXIST. PARCEL MAP BOUNDARY DURATION OF ANYSHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICTSHALL BE NOTIFIED TWO WEEKS �MINIMUM IN ADVANCE OF ANY SHUTDOWN. LIMITS OF PROP. LOT LINE . ............ ............ i ......... ........ ......... ....... .. WETLAND 'PROP. WETLANDS BUFFER ........... ............... 4. CONTRACTQI1RSHA.LL. COORDINATE NTH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING TEMPORARY 1�1 T� SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. EXIST. 6" ACP WATER LINE PER OMWD DAG. 5594-M. ....... W EXIST. FENCE LINE .......... ............... ........ w X� 5. CONTRACTOR :SHALL. REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF APN �2 EXEMPTION LETTER OR, TRENCHING PERMIT, IF REQUIRED,. SHALL BE. SUBMITTED: TO THE DISTRICT 962-0100-03 20 ....................... ......... EXIST. CONTOURS. PRIOR TO,CON[STRUCTION. 3 21 PARCEL 3 PROP. S" SEWER LINE,- ................. -PER luO13-1. 6. NO WORK: MAY et.olk OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR RIE PROP. SEWER MH .. ............ _ ....... PER 1:001 3-k ........... MHtj SHALL NCTIFY THE DISTRICT INSPECTIONS DEPARTMENT 4-8 HOURS PRIOR TO THE BEGINNING OF 10 ill I WORK, TO ARRANGE FOR INSPECTION OF THE PROJECT. PROP. SEWER LATERAL ............. ...... PER 1:00113-1. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND lo .......... ..... ....... ........ m'.. a:li PROP. FIRE �HYDRANT . .................. SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL 13E MADE AT LEAST 48 PARCEL 4 HOURS IN I ADVAN I CE PRIOR TO ANY WORK BEING PERFORME IGHT�OF-WAY. -166 PR DAN, PUBLIC R OJECT (DIG ALERT PHONE: 811) PROP. CONTOURS ................ ........ .......... 9OUNDARY FG� 8. AH EXISTING FAQU-nES. WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE 20' WIDE' I.O.D. FOR SEWER/ PROF. SPOT ELEVATIONS ............ ....... ...... PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED 13EFORE ANY CONSTRUCTION EASEM—rNTPER PTR—cEL REGINS, MAP FOR. 05-167 TPM. L-1 5' PUBLIC PROP. TOP/TOE LINE, ........ i .......... ................. ...... 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE 40 DRAINAGE EASEMENT, APPROPRIATE 13URIED U11UTY WARNING AND: IDENTIFICATION TAPE ABOVE, ALL PUBLIC WATER LINES APN - PER PARCEL MAP PROP. AC PAVEMENT ....... ....... 4- OVER 6.- CL-11 BASE......-.... .... 282-080-23 INCLUDING WATER LATeIRALS Lloc-ATEb IN PUBLIC RIGHIT�OF-WAY. 23 F2B1 APN 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE 262-080-07 PROPOSED 5' WIDE ROCK -LINED BMP, ........ ....... . PROFILE IS 48-INCHES BELOW CENTERUNE OF FINISH GRADE OF STREET. TREATMENT SWALE PER DETAIL, SHEET 2. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL,) SHALL BE MADE BY USE OP JOINT COUPLINGS WITH PROPOSED 7' WIDE ROCK-UNED BMP . ............ ....... TREATMENT SWALE PER DETAIL, SHEET 2. 4* MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT)� NO SENDING (CURVING) OF PIPE SHALL BE PERMITTED. 18;' RGR PIRE ........................... .......... ...... 12. MANUAL.Ain, RELEASES. SHALL 8EANSTALLED AT ALL HIGH POINTS AND BLOW-OFFSAT ALL LOW PROP, SrOR41 W)v F/ple - - POINTS IN T14E WATER MAW PROFILE. PLACE MANUAL AIR RELEASES AND 13LOW-OFFS WITHIN N PROP. CATCH BASIN. .......... PERD-7 .......................... METER BOX AND LOCATE BEHIND CUR13 UNLESS OTHERWISE APPROVED BY DISTRICTS 2 PROP. CLEAN OUT. ...... ...... �4--PEIR D-9 ........ t1ov.... .REPRESENTATIVE, FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR 100 50 0 too 00 APK 0 BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR, LOW POINTS, AS APPROVED BY THE. DISTRICTS �&VA.080_90 REPRESENTATIVE. .. ..... - ... ....... PER D-34...... PROP. WING HEADWALL SCALE IN FEET.- Tilme mus oraw 13. INSTALL A, MINIMUM 1 -INCH. WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM PROP. RIP -RAP. ............. ........... PER D-4G, L A SIDELOT.LINE. A 3/4:-dNCH HIGH LETTER "W- SHALL BE CHISELED IN TOP, OF EXISTING CURB SCALE: 1" = 1 00�' OR IMPRINTED IN NEW CURB AT AH. WATER SERVICE CROSSINGS. PROP. "N%O PARKINO-FIRE LANE SIGN .... PER R2&4 ...... ....... -G AMC T, � L, l li, 14. METER BOXES SHALL NOT BE PLACED "THIN DRIVEWAYS:OR SIDEWALKS WITHOUT THE DISTRICTS EA,SEWWJ6.,N E. END: PRIOR WRI I TT I EN CONSENT. STATEMENT OF ENGINEER OF WORK 6] AN EXISTING EASEMENT GRANTED TO THE COUNT'I' OF SAN [1 C] AN EXISTING 40' EASEMENT FOR ROAD AND UTILITY, THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY F 15, ALL WATER SEIRVICES FOR IkRIOAtbNi.M,ULTI�PLt,RESIDCNTIAL COMPLEXES, CO MERCIAL OR DIEGO FOR PUBLIC ROAD PURPOSES, RECORDED ON PURPOSES PER PARCEL 3 OF GRANT DEED REC. 03-31-1999 WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEWS TRADE OR M INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S JANUARY 5, 1929 IN BOOK 1569, PAGE 270 :OF OFFICIAL AS DOC. NO. 1999-0213629, O.R. PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN SIDE Of WATER METER, RECORDS. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE -EXIST F I EIR RE)AB AND HRH.�fY PURP68ES EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE. ENGINEER AGREES THAT ANY - AN IN6 EA- 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO Eff �CITY AS A PUBLIC 7] AN EXISTING EASEMENT GRANTED TO OLIVENHAIN: PER PAReEE + E)F 6RANT BEED REe. e3 5i i999- AS BEN61. PLANCHECK OR REVIEW PERFORMED.BY THE CITY OF ENCINITAS IN ITS CAPA INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. F MUNICIPAL WATER DISTRICT FOR.A PIPELINE OR PIPELINES, NE). 1999 0213629, &R-, ENTITY FOR THE PLANS PREPARED BY THE ENGINEER :IS NOT A DETERMINATION BY THE CITY OF RECORDED ON MAY� 3, 1961. INSTRUMENT NO. 76620 OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THEPLANS OR DESIGN AND IT R 1 11 , - 117, LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE r. ;:I A.14- r OFFICIAL RE THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF WHENEVER: POSSIBLE. CORDS,- —1 11 EXISTING 48' EASEMEN+ FeR ROAD ANB UffIEFFY IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE ER PAReEE 5 E)F GRANT 9EEE) REG. 03- 3i iggg CITY O�FIN�NCI",� AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR J I 16�FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS 80'11L JU ISING SOLRLY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE STANDARD SPECIFICATIONS. ARE TO SE INSTALLED ATLOCATIONS SPECIFIED BY THE FIRE DISTRICT. AN EXISTING EASEMENT GRANTED TO DALE WOODWARD FOR ENGINEER OD HER A?E:tTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE Or SUCH. AGENC HE F81 ROAD AND U11UTY, PURPOSES, RECOR'DED ON SEPTEMBER Y D YMEI I D ARISING OUT OF T WORK PERFORMED BY THE ENGINEER. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT 19, 1962, INSTRUMENT NO. 161482 OF OFFICIAL RECORDS . [14] AN, EXISTING EASEMENT GRANTED TO THE SAN DIEGO GAS :REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE. CHANGE. AND ELECTRIC COMPANY FOR PUBLIC u-nLITY PURPOSES, zo RECORDED ON FEBRUARY 17, 1981, INSTRUMENT NO. -00 00" 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE NT GRANTED TO THE COUNTY OF SAN 81-047701 OF OFFICIAL RECORDS. BY: pATE. OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE. DESIGNATED F91 AN EXISTING, EAStME 140, DIEGO FOR PUBLIC ROAD PURPOSES, RECORDED ON APRIL D6UGLAS E. RCE 39726 WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 6 AN EXISTING EASEMENT GRANTED TO THE CITY OF ENCINITAS 1967, INSTRUMENT NO. 47464 OFFICIAL RECORDS. Pol rn RANCHO COASTAL ENGINEERING 21. PIPELINES AND APPURTENANCES: S FOR EMERGENCY ACCESS PURPOSES RECORDED DECEMBER 8, G 39726 HALL BE DISINFECTED IN ACCORDANCE NTH SECTION 15041 OF DOUGLAS E. LOGAN Exp. 112/31/11 THEOMWD STANDARD SPECIFICATIONS PRIOR TO TIE-IN. OR CONNECTION TO::EXI,STING 'SYSTEM 2009, INSTRUMENT NO. 20159-0679928 OF OFFICIAL 4 FACILITIES BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN AN EXISTING EASEMENT, GRANTED TO THE COUNTY OF SAN RECORDS. 1635 RANCHO SANTA FE ROAD SUITE 20, F1 O� THAT SPECIFICATION. DIEGO FOR PUBLIC ROAD PURPOSES, RECORDED ON SAN MARCOS, CA 92074 'CE A� OF NOVEMBER 6, 1967, INSTRUMENT NO. 173549 OF OFFICIAL 21 AN EXISTINP, EASEMENT FOR PRIVATE ROAD PURPOSES, PHONE (760) 510-31.52 PArE 22.CONTRA RCE:� NO.. C39726 REC COAVSULTANTS, Ar- 0FEm CT RECORD DRAWINGS MUST BE SUBMITTED PRIOR. TO FINAL ACCEPTANCE OF WORK, THE RECORDS. RECORDED DECEMBER 14, :2009, INSTRUMENT NO, PLANS MUST PROVIDE P08T CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF EXP. DATE: 12-31.�ll 2009-0689114 OF 0 24112 StCONP AV,6#1u . p�h FACIAL RECORDS CA 'N" PIPE$ AND. APPURTENANCES. F1 �1 AN EXISTING EASEMENT GRANTED TO THE COUNTY OF SAN N kir-C70, CA �210/ OWNER S CERTIFICATE DIEGO FOR PUBLIC ROAD PURPOSES, RECORDED jE2 AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA 23. CONTRACTOR SHALL GUARANTEE. ALL NORK FOR A PERIOD OF ONE'(1) YEAR AFTER THE DATE OF SEPTEMBER 5, 1968, INSTRUMENT NO.. 153672 OF OFFICIAL COASTAL COMMISSION DEED RESTRICTION, RECORDED APRIL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS ACCEPTANCE FOR: THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH Al. 1�� WORK,, TOGETHER WITH ANY OTHER WORK MICH MAY BE DISPLACED IN SO DOING THAT MAY RECORDS. 14, 2010 INSTRUMENT NO. 2010-0184622 OF OFFICIAL BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND 6, RECORDS. ADVISE ON THE COMP 1,AND STAPILITY OF THIS PROJECT. ,gACTI% PROVE DEFECTIVE IN WORKMANSHIP AND/OIR MATERIALS WITHIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXP NSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND G EASEMENT GRANTED TO THE COUNTY OF SAN TEAR: UNUSUAL ABUSE OR NEGLECT EXCEPTED. AN EXISTIN. F2 13AN EXISTING EASEMENT REFERRED TO AS.CALIFORNIA DIEGO FOR PUBILIC ROAD PURPOSES, RECORDED ON TION, RECORDED JULY OWNER DAM COASTAL COMMISSION DEED RESTRIC 2k ALL IRRIGATION METERS SHALL BE SERVED NTH RECYCLED WATER UNLESS PREVIOUSLY APPROVED SEPTEMBER 18, 1968, INSTRUMENT NO. 161776, OF 22, 2010 , INSTRUMENT NO. 2010-03678,73 OF OFFICIAL 1WWkITING BY THE DISTRICT. OFFICIAL RECORDS., RECORDS. OWNER DATE: 25. ALL BURIED NUTS AND BOLTS ON,ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN -07 WA194ING ACCORDANCE NTH OMN TANDARD SPECIFICATIONS. r. 40' EASEMENT FE)R RE)AB ANB UTILITY PURP96E& F131 AN EXISTING EASEMENT CONTAINED IN DOCUMENT ENTITLED L= PER PAReEf: 8 OF 6RANT DEED Rr=e. 11 39 288 4 AS BOG. OWNLK AN AGREEMENT" FOR ROADWAY AND UTILITY PURPOSES, HE). 200+ 1229811, G.R. - OWNER DATE-. RECORDED ON JANUARY:21': 1972,,. INSTRUMENT NO 15917 DE va opma OF OFFICIAL RECORDS. EASEMENT INFORMATION PER PRELIMINARY TITLE REPORT 4 C40VINO.Aft AfAlt ADDRESS: LA I-Ev A0444r_ 41mt Y PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY A UO/f EXISTING EASEMENT FOR I -ROAD AND UTILITY K AfAk P B AN -20-2010 AS ORDER NO. NCS-399489-SD DATED.10 PURPOSES PER GRANT DEED REC. 262-08,0-D"6 -Cost) .251-8500 141, ASSESSOR'S PARCEL NO.: 3' G3-31-1.999 AS DOC. NO-1999-0213629, OI.R. AS.- R( Qt5W D DISI-ItICT APPROVA/4 PPCW% NO.. PJ54014 L 0.111112W.D. ENCNITAS FIRE DEPARTMENT SULMO & PLANMO MPAMrMff PUBLIC WORKS PARKS AND RECREATION Bmp PROJECT STATUIS PRIORITY//4Hp srVIEWED � A I REVIEWED BY: REVIEWED BY: REYIEWED BY: REVIEWED BY: ROCK -LINED SWALE TO BE MAINTAINED BY OWNERS AN VTE. DATE. STAII.M., ENC - 38 AS-BY/LT STATION ID: 1038 :ELEVATION: 37.521' DATUM; NAVD 88, U.S. SURVEY FEET HOR]zoNTAL-,,.N/A 401V AN AAA6 A DESCRIPTION: 2.5" BRASS.,DISC IN NE CORNER OF DRAINAGE CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. 2A �Z,\ Oil. MILES SOUTH OF INTERSECTION W/ tL CAMINO REAL., VERTICAL: N /A_ OAT& v MINIM DOUGLAS-Z LOGAN 0OF a); 0.139_ipoST, P-9, ()F PARCELS 1, 2, 3, & 4 OF PARCEL MAP. x MAINTENANCE AGRE MENT DOC RECORDEE f azata A01 4):3 7 el *3 /WDI,D, 140 DATE: DATE: THE SUPERVISION OF RECOMMENDEDS^"" APPRO DATE. /7 . , R.C.E. NO.: - 39726 BY: BY: MASIH MAHER P 5Tm_A-_R'OE EXP. 12-31-11 DATE: Ill 27110 DATE: 4ZjCZZI, ITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT I DRAWING NO. GRADING PLANS FOR: ALBIN/STAHMER PRIVATE ROAD BERRYMAN CANYON ROAD ENCINITASY. CA 92024 CASE NO. 05-167 TPM/CDP/EiA. SHEET I or 10 Z5 0 LLJ �u 07' < 2: Lu < L0 z < 0: < r- Y) d Z Ld Zz. z Z: \Projects\5907 - Albin\59070P01 �MYLAR.dwg Dec 02, 20101 1: 55pm Xref5: 5907GP.00-, 590-MAP 31 rel .... . .. . .... . ..... . ..... WLY EDGE OF WETLANDS F22 5 ARCEL 3 PARCEL . 2 TPM 05-16 AR EL 1 16 TP .12 05 67 1 7xi 20. nmwn EASEME 05 lv4,-o.jnvMENT NO. 'E� u -7 /,C`Nf tk BUILDING N� ENVELOPE 6 rc"Nimm- P BUILDING 51EE DETAIL ENVELOPE M-..: 2021 30 BUILDING.-im,ll�ill ENVELOPE V 4 A. -4, ................... 4� . . . . . . . T. . ...... 17 Ono W po 44 i_N�, m Ni �u. 0 . . ........ -H j�� - _/_`71. L ARCE L 4 M QlC)0=5.99 o vjOO=z_.04 IRS Ile INSTALL 6' WIDE x 10' LONG x 0.6' THICK #3 BACKING RIP 'RAP, PER D", FILTER BLANKET OF 0 G OVER ._SAND. 0-1 BUILDING UILD EN VELD I L N J n RAIL BUFFER PROPOSED f,1,'J0?lLr0lNIG 50' BUFFER PARCEL 2" STONE —EXISTING %4 CK 'SHED GROUND. INFILTRATION BED 4"-PVC SLOTTED DRAIN 1"CRUSHENE INFILTRA BED ALONG 50-FOOT BUFFER...0 NOT TO SCALE -.EXIST. P;C,C. BROW DITCH TO BE REMOVED & NOTES: REPLACED WITH BMP SWALE 1. TO BE PRIVATELY MAINTAINED & NOT PER DETAIL "D" THIS SHEET. TO BE MODIFIED W/O CITY PERMIT PER MAINTENANCE AGREEMENT DOC 1 4 DATED 2. CONSTRUCT USING 2' INCH STONE ROCK -LINED OMP rD ROCK -LINING, DEPRESSED 1 BELOW ALE gEff DETAIL GRADE. n 'I APN 262-080-07 160.16 FC(&T) AM5R. EXIST. FLU � 17'± �!XA IN BROW DITCH ,,A 5 SLOPE SD RIES ......... VA ft, sb_ �169'0 4570- ... . ........... q 1-1. .8 L. F. i4.85 RIM HORNER APNr. 1_1�1// 0 ROCK -LINED BMP ------ - rLkllNl.,,, 160.7 IE(IN) IV OPENINGS �A ,;SWALE CONSTRUCTED 160.6 IE(OUT) 114 WITH NO. BACKING Bm ROIPERTY 262mO8O 3 ...... APN V=6.40' 5. V= N 262-080-03 18" RCP .CONSTRUCTION NOTES 3.55", ------------- APPROXIMATE LOCATION .PER:: xis EXIST. "I-AIN R: 6A.W:DD'W_G. NN, OF LASTING IS." WATER m 5594-M. EXACT LOCATION TO BE FIELD VERIFIED BY CONTRACTOR: EASEMENT LEGEND: EMT. � 2. PLAN: PRIVATE DRIVEWAY CONSTRUCT OF A.C-, PAVED: PER CROSS-SECTION C2 rAl AKI iryt--mKin rAqvkArwr i-pAxiTpr% r^ nAi p tummmAtAom CnD Dr%An Am 40' MIN. EASENIENTPER al:lu SCALE, 1 20 UTILITY PURPOSES, RECORDED ON SEPTEMBER 19, 1962, INSTRUMENT E TING 24' 1 GROU 12' CONSTRUCT BMP TREATMENT SWALE PER DETAIL, No. 161482 OF OFFICIAL RECORDS. 5 2 12' v EXIST. AN EXISTING EASEMENT CONTAINED IN DOCUMENT ENTIT "AN 2% ESMT NO. 3 BACKING RIPRAP, PER D-40, OVER 1-FOOT FILTER BLANKET OF H �p 2' AGREEMENT" FOR ROADWAY AND UTILITY PURPO T_fflm _%�, w se, VARIES (7' TYP.) PURPOSES, DON oeft I - DRAINAGE DITCH 0 1.4% )W D.G,. OVER sAND, JANUARY 21, 1972, INSTRUMENT NO, 15917 OF RDS AN EXISTING� 31.59' EASEME AC ROCK LINING NT FOR ROAD N R S PER INSTALL ADDITIONAL D G. TO TRANSITION: PROPOSED IMPROVEMENTS INTO Fl BI 4 FLUSH Vx`16" P.C.C. EXISTING UNIMPROVED ROAD. PARCEL .2 OF GRANT DEED REC 03-31-1 s C 0 ED ROCK LINED ,xl6,, P.C.C. CL. 11 BASE PROP SED (SE NOTE 2) 1199 9-021,3629, O.R. WALE FOR TREATMENT CURB, EXTEND BASE MIN. CURB, EXTEND BASE PAR L 3" PROPOSED PRIVATE: SEWER VAIN. INSTALLED PER 10013-1, SUBJta TO & DRAINAGE. SEE DETAIL M UNDER CURB. \=/ UNDER CURB. 2. FUTURE CITY ACCEPTANCE. SEWER FACILITY OPERATING AGREEMENT AN EXISTING EASEMENT FOR ROAD AND UTILIT RJPOV 6 z MAX PER DOC NO, 4�4 jj!) Fl ffR PARCEL I I REC'0 4 OF GRANT DEED REC. 03�31 -1 "9 AS NO. 13629, O.R. 4-INCH P Aeoui �o h, . TYPICAL SECTION OTTED DRAIN FROM y - r I loot. ?�oflwl "C" THIS SHEET. i" ROCK BMP SW 2:1 6" 2- A H FINISHED _Ej AN EXISTING 40' EASEMENT FOR RO NO Ulfff ES PER AX ADJUST M Fl ON (PRIVA OUTLET INTO SWALE -RAP BASIN. M PARCEL 5 OF GRANIT DEED RE.C., 31-199� 0. BERRYMAN CANY E) 6" -4' 0 CUT PIPE ENDPA. AL SLOPE. CONSTRUCT TYPE -F- CATCH BASIN PER D-7. V=3.55' OPENINGS ON 1999-0213629, O.R. A0 BOTH NORTH AND SOUTH SIDES. NOT TO SCALE 4 �1_p L2JO AN EXISTING EASEMENT NTED TO THE CITY OF ENCINITAS. FOR EXIST. SLOTTED V) U9 CONSTRUCT TYPE "A" CLEANOUT PER D.-9, V=6.40'. EMERGENCY ACCES POSES, RECORDED DECEMBER 8, 2009, ESMT DRAIN 3' 21 INSTRUMENT VARIES (5' Typ.) 2' 2*__ --------- NO. z 9�067992_8 OF OFFICIAL RECORDS, DRAINAGE DITCH of N. TYP. MIN. @ 10 INSTALL. 1.87 R.C.P. 0 0.87. 0 2.0% MIN/3.5% MAX EDGE OF AN EXISTI ASEMENT. FOR PRIVATE ROAD PURPOtES, RECORDED 4-11 1 Lli ROCK-UNING PROP. LLJ EXISTING WATER VALVES TO BE ADJUSTED TO MEET PAVED FINISHED DE.CEM 144, 20.09., INSTRUMENT NO. 2009-0689114 OF OFFICIAL BMP T TMENT SWALE DETAIL PAVEMENT (SEE NOTE 2) Z:o SURFACE. RE S. NOT TO SCALE 0 in, Lo EXI T z MAX z 12 CONSTRUCT FIRE TURNAROUND N 36-FOOT RADIUS OF A.C..PAVED N EXISTING EASEMENT REFERRED TO AS CALIFORNIA COASTAL GROUND NOTES: W. SURFACE: COMMISSION. DEED RESTRICTION, RECORDED APRIL 14, 2010 , 2:1 6" 2 3" ROCK 1. TO BE PRIVATELY MAINTAINE OT TO BE MODIFIED W/O CITY PERMIT PER < INSTRUMENT NO. 2010-0184622 OF OFFICIAL RECORDS. MAX I I FLUSH 6%16" 1 1 MAINTENANCE AGREEMENT DOC. 976� _DATED -V 49:F I)o U <:2' 13 PROPOSED 16.' PRIVATE DRIVEWAY PER 1.0013-G, 6" 4i ROCK �Rvcg A Ro(WIrsolv �__td 23 AN EXISTING EASEMENT REFERRED TO. AS CALIFORNIA COASTAL P.C.C. CURB 'ING, U NLE I SS OTHER SE STATED IN CONSTRUCT WING' ::HEADWALL PER D-34-. COMMISSION DEED RESTRICTION, RECORDED : JULY 22, 2010 , 2. CONSTRUCT USING 2-INCH STONE ROC 14 SLOTTED PLAN Q INSTRUMENT NO. 2010-0,36787,3 OF OFFICIAL RECORDS. VARIES 31 •DRAIN 0 -00-0--a I V END FULL. A C. ROAD IMPROVEMENT 0 SOUTHERLY 00, RY OF -F 1'(TYP.); TYP. PARCEL EXISTING 40' EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL 0 L 111EER11C -n . ON 4 SLOTTED DRAIN INTO RIP0 12 El 8 OF GRANT DEED REC.. 12-30-2004 AS DOC. NO. 2004-1229811, O.R. N f:ESs, 16 TRANSI -INdH`."SLO BMP TREATMENT SWALE DETAIL CH COAS) PROPOSED DRAINAGE EASEMENT PER PARCEL. MAP. <t o SEE IMP VEATM NT SWALE DETAIL � NOT TO SCALE o' Fyni D 0 V 0 I Q M�o 0 t C 0 0 S U'l t a 0 t p ry NQTE5: PROPOSED 20' WIDE I.O.D. FOR SEWER EASEMENT PER PARCEL MAP. 20 10 0 20 40 60 N DWG. NO. C-1.1. 0 39726 1 ANCHO SA TA rE #204 PRELIMIL MAINTENANCE AGREEMENT DOC.'AQ It - (.q3C, Exp. 12/31/11 6 UJ 1. TO BEPRIVATELY MAINTAINED NOT TO BE MODIFIED. W/O CITY-PERVIT PER 4r EASEMENT INFORMATION PER NARY TITLE REPORT PROVIDED COS, Ck 99078CJ -NO PAlRi§G CITY STANDARD R2617 FOR A SCALE IN FEET (760) 510-3153 Fax <cU BYTIRST AMERICAN TITLE INSURANCE COMP,NY DATED 10-2&-2010 (760) 510-3152 -A PRIVATTE1�L�".Aq -INCH STONE ROCK LINING, CONSTRUCT USING 2 U qNG, UNLESS OTHERWISE STATED IN AS ORDER NO. NCS-399489-SD SCALE: 1 20' PLAN WN S BMW REVISIONS lifOR' APPROVED DATE REFERENCES BENCHMARK SCALE SPECIAL DISTRICT DESIG D B ECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING ERVICES DEP RTMEN 0 A DRAWING NO. DEL A Z Ld 414 PLA REpARED/,lJNDER, THE SUPERVISION OF 'RECOMMENDED APPROVZD GRADING 'PLANS FOR: A,^ STATION ENC STATION ID, 1038 Lli bil ELEVATION:; :57.521L, DATE: lb-zo -to ALBIN/STAHMER PRIVATE ROAD Z HORIZONTAL: 1 "=20' YL DATUM:'. NAVD ft, U.S. SURVEY. FEET ILA 10 -G BY. B BERRYMAN CANYON ROAD (DL DESCRIPTION.- 2.5" BRASS biso IN NE CORNER OF DRAINAGE R.C.E. NO.: 39726 7 T_ :CURB INLET ON. THE EAST SIDE OF MANCHESTER AVE. MASIH MAHER PETER CO -ROBLES ENCINITAS.. CA92024 Lij 0 1 0.1 MILES SOUTH OF INTERSECTION . W/ EL.cAmtuo REAL: DOUGLAS I OGAN T VERTICAL: N Z_ EXP. 12-31-11 DATE: Z 12-711 0- DATE.. CASE NO. 05 1 67 TPM/CDP/EIA SHEET 2 OF 3 Z:\Projects\5907 - Albin\59.07GPO2.-MYLAR.dwg Dec 02, 201.0 1:18pm Xrefs. 5907GP00; 5907-TOPE; 5894BASEA; 5594BASEC; 5907BASE; 5907-MAP m , Lj, V I — L_�� * HORNER f PROPERTY LION NOTE.. w� cn �D EX/STING 6" wAm? MAIN PER:aV,#D..- 4-M.TO BE70 RSNOVEV. CONSTRUCT 24' Of A.C. PAVED SURFACE PER, CROSS-56CLION. DECORA71VE MET HAIL PER RSD C-1 5'-4":MAX R BLANKET a, ha 3 BACKING WRAP, PER P-4a ovfR i-Fvor . I- FnE mw OF 34; D.G OVER SANQ. INSTALL A09177ONALao. To TRANslrm moposw ImpRomsmENTs INTO EXISTING UNIMPROVED ROAD. PROPOSED PRIVATE - SEWER� MAIN INSTALLED PER 10013-1, SUBJECT TO FUTURE CITY ACCEPTANCE SEWER. FACILITY OPERA 771VG AGREEMENT PER DOC. NO 2011-0006433, RECID JM 4, 2011. REQUIRED BY DOC. 2011-006434 REC, JAN 4,: 201 1. 0' ADJUST wwous TO MATCH Rmsw SURFACE su E ,r �D 7' WIDE PRIMATE' DRAINAGE EASEMENT PER DOC DAASD 4' WDE G64W,$WAL& SEE DETAIL ON SHEET 28., R INSTALL PV7,.-. 2-6",HDPE ED 0 0,7Z n1l EXIS77NG BOLLARDS TO BE REMOVED 12 PROPOSEDLUO CONNECTION PER 0-63 .g, PROPOSED 24' PRIVATE DRIVEWAY PER 12335-G �g :CONNECT TO EXISTING BROOKS BOX PER 9055-G A0, SIJRfA4`E WITH BINDING AGENTS COMPACTED TO:.90Z (5-1 MINIMUM THICKNESS) comsmor typE -e- cues PER D-2 .INLET SrA 1*05.00 - INSTALL FH, ASSY PER OiMWD. SA9. 00G, C-IJ,W L /1 4 t ". 2 -2 :112 NIS OUTLETS. GUARD POST PER 0. M.W.D. STD. DWG. E- 1. 4 0 1.8 nNo Pmow -FIRE' mtvro SIGN PER CITY STANDARD R26-F FOR PRIVATE 8640S. (TYPICAL) CONSTRUCT PVT 18:-x18- BROOKS GRADED INLET OR EQUAL u" 3 ANY SURVEY MONUMENT SHOWN ON PARCEL MAP 208.53 AND REFERENCED ON THIS PLAN THAT /S DESTROYED OR DISTURBED BY CONSTRUCTION SHALL BE REPLACED BY L1CFAtZD LAND' SURVEYOR AND A CORNER 5, RECORD SHALL BE FILED WITH THE COUNTY. 0 *_j a� --% W who-'rwill wRars? 1111 L/C DELTA I BEARING RADIUS DISTANCE I REMARKS I - I N 0*52'29" E - , 199,45' 110" PVC, CL 150 PUBLIC z-20F21 6 00 EXIST. DIRT RD. N- 166 7 914 x PAjqC_81_ 4 '7' PJJIJ _05— Y67 pjy 20,653 u LIMITS 7 OF GRADING --7,164.3 7W 11160.00 IF f fig Igo F1 I $4. J' 160.6 BUILDING ENVELOPE B' EN PAD FL= 164.0 P. V4NTE fASA ri 9 7 � CA C5 REMOVE END +VEC7 NO L BUILDING HEIGHTS OF FUTURE STRUCTURES CONSTRUCTED ON EACH 40T SHALL 6E'MZASbRED,FROM THE LOWER OF NATURAL OR FINISHED GRADE/PAD IN ACCORDANCE WITH SECTION JO. 15.01096 OF 7Nr ENCINITAS MUNICIPAL CODE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ROADS AND FIRE HYDRANT INSTALLATION, NEED TO BE INSTALLED PRIOR TO ANY COMBUSTIBLE MATERIALS BEING BROUGHT70 THE SITE ..... ..... 164.3 M :-.X:X (161.J f 160.00 7, Tw TF sup I 162.5 FG Tw 1726 SF. IF m 165.J 7W 16J J Eq 160.00 IF B 2B 1, 164.0 TG 161.11 fZ ASTORM DRAIN. DATA NO. DELTA BEARING RADIUS DISTANCE TYPE 01*06'.21" E 166.21' 12 HDPE, (PRIVATE) 1 Z S 11*08'20" E 10.27' HOPE (PRIVATE) 3 S. 8T20'51- E 24.99'. .2"6" HDPE (ro PRIVA' 4 S: 1T03'21" E 66,37' 12" HDPE (PRIVATE) I S 88'54'13" E 38.24' 12" PVC (PRIVATE) STORM AA16? M pNh NANCE AGREEMENT RECORDED lZI-it LLAL, AS DOC. NO. . ... . ............ PRIVATE ROAD MAINTENANCE AGREEMENT RECORDED AS DOC.: N.O. 16 X/m TO /V WATER MAIN I PUBLIC EASEMENT FOR PRIVATE 74 FL IN PER 9055-1 s16250 �'z ........ :5 STREET RECORDED 91112015, AS 41 fl OUT _90C NO. 2015-0464155, OF O.R. w 169.54 7W V_A�_A ic. 1666.9 EX. 6" FLUSH CUIRB�7 16 ......... ......... _00" WATER PER 9055-1) 18 --1�21 J 160HASE LAS 7.2q RIMfZ, EARTHEN SWALE 9 1.79, GRADING -164-91 FL OUT 170.5 RIM HYDROSE-EVED AND 22 166.85 TG 163. f L OUT -NORTH AMERICAN GREEN 162. 73 FL IN 'RANrOF NAUR -- OR EQUAL ZZJOJJ 162.40 FL OUT 6 PLAN, PRI VA TL DRI v SCAL& 1" 20 IC EASEMENT FOR PR/DATE RECORDED ON PARCEL MA NO. n CONTRACTOR'S' NOTE THE SITES6ALL BE SECURED DAILY AFTER GRADING WITH GEOTEXTILES, MATS AND FIBER ROLLS; ONLY AS MUCH GRADING AS CAN BE SECURED DA14Y SHALL BE PERMITTED. q 04 Dr J14 I w ro BE EX. WELTER TO RELATED TO STA.9*45-00 co z BE REMOVED W PER 9055-1 w -16761 EX. 2" WU TO BE REMOVED 4 1672J s s (24" PUBLIC SD PER 90,55-0) (8* PUBLIC SEWER PER 9055-1) SURFACE IMPROVEMENT PER DWG. NO. 9055-1 161.29 FL 0U7-24 " �5 EXISTING OLIV ENHAIN MUNICIPAL EXISTING PUBLIC: EASEMENT FOR PRIVATE �_____.(161.79 fl IN-18-SO) _--DISTRICT EASEMENT REC. MAY,6, 2014 STREET RECORDED MARCH 4, 2014 As CV 1-w; 162.29 FL IN-12" SD AS DOC. 2014-0183512, O.R. DOC. 2014-186716, OF Q.R, + iAFbVffT LEGEND. F8_j AN EXISTING EASEMENT GIMNAED TO DALE WOODWARD FOR ROAD AND UTILITY PUR POSES. RPOSES. RECORDED ON SEPASURER 19, 1962, INSTRUMENT NO 161482 OF OFFICIAL RECORDS. .6.7- A Y. PER 13 AN EXISTING EASEMENT CONTAINED IN DOCUMENT ENTITLED 'AN 90551, AGREEMENT" OR ROADWAY AND U7k17Y PURPOSES, RECORDED ON JANUARY 21, 1972 INSTRUMENT NO. 75917 OF OFFICIAL RECORDS. 16 AN EXISTING EASEMENT FOR ROAD AND U174,17Y PURPOSES PER GRANT DEED REC. 03-31-1999 AS DOC NO. 1.499-213629,, O.R. 20 AN EXISTING EASEMENT ORANrO TO THE CITY OF ENCINITAS FOR EMERGENCY ACCESS PURPOSES, RECORDED DECEMBER 8, 2009, INSTRUMENT NO 2009-0679928 OF OFFICIAL RECORDS M AN EXISTING EASEMENT FOR PRIVATE ROAD PURPOSES RECORDED DECEMBER 14, 2009, INSTRUMENT NO, 2009-0689114 OF OFFICIAL RECORDS. AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA COASTAL 10 WATER PER COMMISSION DEED RESTRICTION, RECORDED APRIL 14, 2010, 111457RUMENT NO. 10-0184622 OF OFFICIAL RECORDS 9055-1 AN EXISTING asmow REFERRED To As cxammm COASTAL COMMISSION DEED RESTRICTION, RECORDED JULY 22, 201Q, INSTRUMENT NO. 2010-0367873 OF OFFICIAL RECORDS. FM 15' WIDE DRAINAGE EASEMENT PER PARCEL MAP NO. 20853 EN-] 20' WIDE I O.D. FOR SEWER EASEMENT PER PARCEL MAP NO. 20853 EASEMENT INFORMATION PER PRELIMINARY 777ZE REPORT 8`SEW ff)? PER DWG &0, 9055-1 45 5�1 PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED 10-20-2010 AS ORDER NO. NCS-399489-SD EL 21 INSTALL PVT 12- HOPE 0 a 79 FOR FUTURE DEVELOPMENT CONSTRUCT PVT A-4 CLEANOUr PER D-9 10' INLET TRANSITION PER PER S00- 110 INSTALL PVT 12- HOPE- SD 0 1..- PORZE: WATU IVA_ ------ PAD TO DRAIN AT 1Z FROM HIGH POINTQ�O 0 FEZ/0 NEW SHEET ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT Civil Engineering. Environmental RM - 48,53 REMLEVED BY: REVIEWED BY. REVIEWED REVIEWED BY: REVIEWED BY. EXP 6 2442 Second, Avonue Son 01145qQ, CA , ' 6 .* . 20 10 0 20 40 60 (,619)232-9200 (619)232-9210 Fax V & IV IG hmad mill I m0i NM_ Consultants, Inc. DATE: DATE: DATE: DATE: DATE: SCALE: 20' 0 wVI.S.1ONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL 'DISTRICT V 01 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. NEW SHEET —,M-A6 2. N. Ao CITY OF ENCINITAS IENC-38 AS -BUILT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: �GLO /-4\ As- RutLT SRN CORNER OF DRAINAGE --20' ,C*.4 _2312 2.5' BRASS btsc IN NE CURB. INLET ON THE EAST SIDE HORIZONTAL 1 DATE: ALBI,N/STAHMER PRIVATE ROAD OF MANCHESTER At AA&44 AVE, 0.1 MILE SOUTH OF INTERSECTION WITH EL. - -,- L -G BRUCE ROOE By. BY. /o M 10349 Rkhal,�pt-Z-Al RCf G481) 48529 BERRY AN CANYON ROAD CAMINO REAL. VERTICAL AS SHOWN R.C.E. NO. - MASIH MAHER ENGINEER; ENCINITAS, CA 92024 OATC I EXP, 6-30-2016 < EL: 37.52 DATUM: NAVD88 DATE: DATE: 2ji1jito CASE NO: 15-133 DR/CDP (05-167 TPM/CDP) SHEET 2A OF 6 z 2 EXIST. ESMT. I .EXISTING SF?OUW DRAINAGE X Wt, 6 DEEP, 'T p 6 TYPICAL SECTION VAN CANYON (P BIORETENTION ENGINEERED SOIL, LAYER SHALL BE MINIMUM 24' DEEP OS41VOY LOAM' SOIL MIX WITH NO MORE THAN 5Z CLAY CONTENT. PfROOLARON AXTF RIM PER PLAN 5- 10inlhR MINIMUM SUSTAINED. 12 —1, 0 I BROOKS BOX 3-1 ORIFICE OUTFAIL PIPE pvc f2ow L SECTION F. 36" X 36"BROOkS BOX le� FLOW OUTFALL PIPE 4 I I PLAN GRATE (N. T. S.) BIORETENTION. OUTLET DETAIL ,(N, TS) EXIST. ESMT. 111111116-101 IMPERMEABLE LINER PERMEABLE" LINER MIRAMESY PER TENCATE- 24' MIN. ENGINEERED SOIL *SEE NOTE BE -Low ,,--PERMEABLE LINER MIRAMESH PER TENCATF RET WALL IMPERMEABLE LINER I I 1EI I 1� I I 1=1 I —I I I I I I I PER RSD C - 1 11 � I I ]--I I I_ —I I 1=1 11-11 1;=1T =I I rL -ff - 111111-1 ill — I — (SIDES) DL-f-P ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 0 36"X36' BROOKS BOX 3-1" ORIFICE 12 2-3" HARDWOOD MULCH 0.5'J -*610RETEA00N "ENGINEERED SOIL �LAYER SHALL BE MINIMUM 24-DEEP -SANDY LOAM'SOIL MIX WITH NO MORE THAN 5Z CLAY CONTENT THE U1,Y SHALL CONTAIN 50-6ox _54m, 20-30X COMPOST OR HARDWOOD MULCH, AND 20-30Z TOPSOIL. -THE - EFFECTIVE -ChIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE 31ORETEIVRON 84,S11V IS 4Z, OF THE IMPERVIOUS AREA DRAINING TO IT -IMPERMEABLE LINER (SIDES ONLY) TO BE JOYX PVC LINER, SPECIFIC GRAVITY (ASTM D792): t20 (MIN.), TENSILE (ASTM D882). 73 (LBIIN-WIDTH, MIN.), ELONGATION AT BREAK (ASTM D882). 380 (Z MIN.), MODULUS (ASTM D882): 30 (L8111V-WIDTH, MIN.), TEAR RESISTANCE (ASDTM 91004).,30 L811N, MIN.) -N9 GRAVEL OR SU50 . RAIN REWIRED DUE TO *TYPE W SOILS TYPICAL BIORETENTION DETAIL (N. TS.) NOTE DECORATIVE RET WALL, PER RSO C- 1. DE CORA TIVE RETAINING WALL 70 BE SPLIT FACE MASONRY SLOCK-PADRE, BROWN OR EQUIVALENT (TYR); BMP AREA (S.F.) I 6RIFId SIZE 1IMPERVIOUS AREA (S 1 1 1726 1 3-1" 1 26,962 *NOTE: SPECIAL INSPECTION REQUIRED* ID LINER THRUST BLOCK FH ASSY ♦ 9 0' BEND 8- FLGV WIEND 8" PVC CL 150 610 Pvc CL 150 WA TE R WATER _90* BEND DETAIL Ov TS) GRASSY SWALE DETAIL. (N. TS) ESS/01 ENCINITASFIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD -OPERATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT civil EIqg, jrjoen ng Environmental I WX - 48529 REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY:. 442 Second Avenue. DIP 6/30, San Dlegla, CA 92101 V A% 0 Fax c: Cb DATE: DATE: DATE:- DATE: DATE: J*ft REV I S I ONS APPROVED DATE REFERENCES DATE BENCHMARK, SCALE SPECIAL DISTRICT PUBLIC WORKS DEPARTMENT DRAWING NO. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS /1\ NEW :SHEET 4&AA CITY:OF ENCINITAS ENC�-38 AS`6VILT' PLANS PREP APPROVED GRADING PLAN FOR. A SR N, 2.5' BRASS DISCI IN , E I CORNER OF DRAINAGE _N�E�UNDER SUPERVISION OF RECOMMENDED HORIZONTAL 1."=2V G CURB INLET ON TNT EAST SIDE iOF MANCHESTER DATE: ALBIN/STA.HMER PRIVATE ROAD IE A.. 1 10349- TI SON N RAAB �!�J!3eN RCE G,19 BRUCE R�SON "VI .1 /0 ll, I I AVE., 0.1 MILE SOUTH 05 INTERSECTION NTH EL 48529 bT: BY. BERRYMAN CANYONROAD CAMINO REAL.., VERTICAL. 1W � 0 AS SHOWN R.C.E. NO. MASIH MAHER GLENN PRUIM ENCINITAS CA 920,24 EL: 37-52 DATUM. NAVD88 I 0't r e ENGINEER EXP. _6-30�2016 DATE: DATE- !Zffj CASE NO, 15-133 DR/CDP (05-167 TPM/CDP) SHEET 2B OF 6 S' NWIFIC CONDITIONS - OSCE19' OF CITY OF ENCINITASrT NOT QF DECISION. NO.- PERi-,2007-06 1. CONSTRUCTIO - VITIES SHALL BE AVOIDED DURING THE NESTING SEASON FOR LEAST BELLS VIREO,: WHICH IS CONSID_ TO OCCUR FROM MARCH 15 TO SEPTEMBER 15, IF AVOIDANCE OF THE NESTING SEASON IS POSSIBLE, USFWS PROTOCOL-LtVEL PRESENCE/ABSENCE SURVEYS. SHALL BE CONDUCTED BY QUA, BIOLOGIST WITHIN 500 FEET OF CONSTRUCTION ACTIVITIES TO DETERMINE THE PRESENCE OF NESTING T BELLS VIREO IN THE ADJACENT RIPARIAN CORRIDOR. THE NESTING SURVEYS SHALL BE, CONDUCTE GREATER THAN SEVEN DAYS PRIOR TO CONSTRUCTION. IF NO NESTING BIRDS ARE FOUND, CON, TION ACTIVITIES MAY OCCUR ANY TIME OF YEAR. IF THE SPECIES IS FOUND TO BE, NESTING Wt 500 FEET OF CONSTRUCTION ACTIVITIES, CONSTRUCTION SHALL NOT COMMENCE UNTIL THE PROJI I PPUCANT HAS CONSULTED WITH THE WILDLIFE AGENCIES (USFWS ANDCALIFORNIA DEPARTMENT OF F1 ND GAME) TO IDENTIFY APPROPRIATE METHODS TO PREVENT INDIRECT NOISE IMPACTS ON: THE SPE INSTALLATION OF TEMPORARY NOISE BARRIERS).. THE PRECONSTRUCTION SURVEY REPOR ALL BE SUBMITTED TO THE WILDLIFE ALL L B E E E N AND ENCINITAS PLANNING AND BUILDING DE ENT FOR REVIEW AND APPROVAL PRIOR .AGENCIES TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. ACTIVITIES. 2, IF CONSTRUCTION IS EXPECTED TO OCCUR DURING THE RAPTOR: DING SEASON (JANUARY 0 THROUGH AUGUST),.A PRE- CONSTRUCTION SURVEY SHALL BE COND . D BY A QUALIFIED BIOLOGIST E T SEVEN DAYS PRIOR TO CONSTRUCTION TO DETERMINE THE PRESENCE 0 TING RAPTORS. WITHIN I THE PROJECT SITE.. IF AN ACTIVE NEST It OBSERVED, A BUF . F . ER . NTH A U I M WIDTH ;OF 50 TO .500 FEET WILL BE ESTABLISHED BETWEEN CONSTRUCTION ON AND THE NEST. TH JMUM WIDTH OF THE. BUFFER WILL BE DETERMINED BASED ON THE SPECIES �OBSERVED AND INPUT THE PROJECT P CI S OBSERVED CZ :- , , BIOLOGIST. A SURVEY REPORT, SUMMARIZING THE. RESULTS AND :CONCLUSIONS OF ESTING SURVEY*. SHALL BE SUBMITTED, TO THE PLANNING AND BUILDING DEPARTMENT FOR REVI ND APPROVAL PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY.1, EMPLOYEES. SHALL. STRICTLY LIMIT THEIR ACTIVITIES, VEHICLES, EQUIPMENT, AND CONSTRUCTION MATERIAL TO THE FENCED PROJECT FOOTPRINT. 4.. THE PROJECT SITE-. SHALL. BE; KEPT AS CLEAN OF DEBRIS AS POSSIBLE. ALL FOOD RELATED TRASH ITEMS SHALL BE ENCLOSED IN SEALED CONTAINERS REGULARLY REMOVED FROM THE SITE; ,AND 5. PETS OF PROJECT PERSONNEL SHALL NOT 'BE ALLOWED ON THE PROJECT SITE. 13, 1 t C'. DISPOSAL OR TEMPORARY PLACEMENT OF EXCESS: FILL, 9RUSH OR OTHER DEBRIS SHALL NOT BEI Ij ALLOWED IN WATERS OF THE UNITED STATES OR THEIR BANKS; t 7. ALL EQUIPMENT MAINTENANCE,, STAGING, AND DISPtNSINO 09 FUEL, OIL, COOLANT OR ANY OTHER SUCH ACTIVITIES SHALL. OCCUR IN DESIGNATED AREAS OUTSIDE OF WATERS OF THE UNITED STATES WITHIN THE FENCED PROJECT IMPACT LIMITS, THESE DESIGNATED AREAS SHALL BE LOCATED IN r"'rVIOUSLY.COMPACTED AND DISTURBED AREAS TO THE M AXI M UM EXTENT PRACTICABLE IN SUCH A M:ANNER AS: TO PREVENT ANY RUNOFF, FORM. ENTERING WATERS OF THE UNITED STATES,, AND I � SHALL BE. SHOWN ON THE CONSTRUCTION PLANS. N EQUIPMENT FV. ELI - G� OF El NT SHALL, TAKE PLACE WITHIN EXISTING PAVED AREAS GREATER THAN 100 FEET FROM WATERS OF THE UNITED STATES. CONTRACTOR EQUIPMENT SHALL BE CHECKED FOR LEAKS PRIOR TO OPERATION AND REPAIRED AS NECESSARY. "NO -FUELING ZONES" .SHALL BE DESIGNATED ON CONSTRUCTION: PLANS. 8. ALL CONSTRUCTION PERSONNEL AND SUPERVISORS INVOLVED IN CONSTRUCTION ACTIVITIES SHALL iI PARTICIPATE IN CONTRACTOR TRAINING: AND BE BRIEFED ON THE SENSITIVITY OF THE ADJACENT 11i I BIOLOGICAL RESOURCES PRIOR TO, THE START OF CONSTRUCTION, ic .I PARCEL JTPM 05-1,67 a I LY voE 7�T E, o . ..... . ..... PARCEL 2 TPM 05-167 4 11 101 I PARCEL 3 TPM 05-167 '11 -2p T k 0-1 67. . ............. . . ...... 1685 5.5/ . ...... APN STORMWATER POLLUTION. CONTROL BMP NOTES 12 2-0,80-Q (PART A) RELATIVE TO C.QN00"TRUCTION ACTIVITIES U\" I PAVED 1; APM . . ......... ... !-,,. V hl262-080-04"" CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN :ADEQUATELY SIZED CONCRETE WASHOUTAREA TO CONTAIN WASHOUT WASTES ON SITE. IT Is ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER EROSION CONTROL CONVEYANCE SYSTEM OR ANY: RECEIVING: WATER. CONTRACTOR SHALL POST.. SIGN DESIGNATING THE WASH OUT.LOCATI 1 IN CASE EMERGENCY WORK IS: REQUIRED, CONTA AN 0 LBIN AT �(8,58) 458, 24 HOURS. PLAN: F CONSTRUCTION SITE ACCESS SCALE. 1' 30' A STABILIZED CONSTRUCTION SITE ACCESS $HALL BE PROVIDED FOR V EQUIPMENT AND WORKERS FOR EMERGENCY A, E M AVAILABLE Al' ALL TI URING THE DIRT OFF SITE. THIS :SHAL . L INCLUDE USING MATERIAL SUIQ EHICLES EGRESS AND INGRESS TO: PREVENT TRACKING RAINY SEASON (OCTOBER 1 TO APRIL 1 E M LS SHALL BE, STOCKPI SITE ON AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLE$ OCTOBER 1. AT CONVENIENT LOCATIG TE D N TRUCTION OF TEMPOR,AR Y DE A SPECIFIC AREA AWAY FROM. GUTTERS AND STORM DRAIN. SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, WHEN RAIN IS IMMINENT. VEHidt REFUELINO, AND ROUTINE EQUIPMENT MAINIrtNANCE..ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 3. DEVICES ;SHOWN ON PLANS SH .0 D OR MODIFIED WITHOUT THE APPROVAL OF THE EROSION CONTROL' ENGINEERING INSPECTOR. EROSION :CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL.MATS, ADEQUATE GROUND COVER :4, THE CONTRACTOR SHALL R E SION CONTROL DEVICES TO WORKING ORDER TO THE .1. 1 1 1 INSTALLING I I : 11 1 4 0 EXIST G'eA� n. EASEMENT, LEGEND: AN EXISTING EASEMENT GRANTED TO DALE WOODWARD FOR ROAD AND UTILI URPOSES, RECORDED ON SEPTEMBER 19, 1962, INSTRUMENT NO. 1:61482 OF OFFICI CORDS. FAN EXISTING EASEMENT CONTAINED IN DOCUMENT ENTITLED AN A MFNT" FOR 131, ROADWAY AND UTILITY PURPOSES, RECORDED ON JANUARY 21, 2, INSTRUMENT NO. 15917 OF OFFICIAL RECORDS. 11: RPOSES PER PARCEL 2 OF . . . . . .... F1B] AN EXISTING 31.59' EASEMENT ENT FOR ROAD AND UTIL GRANT DEED REC. 03-31 -1999 AS DOC. NO. 19. O.R. . .... . .. AN EXISTING EASEMENT FOR ROAD AND UT PURPOSES PER PARCEL 4 OF GRANT DEED Eo REC. 03-31-1999 AS DOG. NO. 1999- 29, 0 R. AN EXISTING 40' EASEMENT FOR D AND UTILITY PURPOSES PER PARCEL 5, OF GRANT AS DEED REC. 03-31-1,999 NO. 1999-0213629, O.R. . ........... AN EXISTING EASEMENT ANTED TO THE CITY OF ENCINITAS FOR EMERGENCY ACCESS PURPOSES RECORD ECEMBER 8, 2009, INSTRUMENT NO. 2009-0679928 OF OFFICIAL 15, RECORDS. . . .... 21 ASEIMENT FOR PRIVATE ROAD PURPOSES, RECORDED DECEMBER 14, 2009, AN EXISTI POSES , . .... ..... . ........ INSTR T NO. 2009-06,89114 OF OFFICIAL RECORDS. 22 EXISTING EASEMENT REFERRED TO AS CALIFORNIA, COASTAL. COMMISSION DEED 3 E I STRICTION, RECORDED APRIL 14, 7-010 INSTRUMENT NO.. 2010-0184622 OF OFFICIAL RECORDS. 23 AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA. COASTAL COMMISSION DEED RESTRICTION, RECORDED JULY 22, 2010 , INSTRUMENT NO. 2010-0367873 OF OFFICIAL RECORDS, 2 E13 EXISTING 40' EASEMENT FOR ROAD AND UTILITY PURPOSES PER, PARCEL B OF GRANT DEED F RECI, 12-.30-200,4 AS DOG. NO. 2004-1229811, O.R. PARCE PROPOSED DRAINAGE EASEMENT PER PARCEL MAP.140.. 20,863, TPM -167 PROPOSED 20' WIDE I.O.D. FOR SEWER. EASEMENT PER PARCEL MAP 140. 2.0863, . .. ........ EASEMENT INFORMATION PER PRELIMINARY TITLE REPORT PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED 10-20-2010 AS ORDER NO. NCS-399489-SD 3, APN N 5 282-080-07 . . ...... . .. ............ 30 15 0 30 60 90 VEGETATION, Mf'.W OUNUjr-U rfOr-M MATRIX. NO EXCAVATION AND GRADING AL;IIVI!ItZ:i AKE ALLOWED DURING WET WEATHER SATISFACTI THE CI 11 R EACH RUN-OFF PRODUCING RAINFALL. 1. S OSTS AND EXCAVATE A SHALL `BE' CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL *PROTECT IN (10 BY 10 CM) DIVERSION DIKES. CHANNELS 'AGAINST EROSION USING PERMANENT AN DITIONAL EROSION CONTROL MEASURES AS MAY BE' -REQUIRED BY D TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION 5� THE Co R rR N SLOPE FROM AND ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF C11T EN I DU TO E OF POSTS. THE ( 'I ALONG TH INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANoES WHICH THE NATURAL GROUND COVER. DO. NOT REMOVE, TREES OR SHRUBS UNNECESSARILY; THEY P DECREASE EROSION. IV I RI HELP .1 . v TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL: PURPOStS,� EROSION SHALL BE PREVENTED' BY PLANTING FA.ST-G.ROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD 6. T A SHALL BE RESPONSIBLE, AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT AND BIND. THE. SOIL, PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING� ACTIVITIES' ARE P S 'ONTO AREA "JS CONDITION. COMPLETE.. WATER USAGE FOR DUST CONTROL SHALLI BE MINIMIZED:: S WHEN IMPOUNDED WATERS CREATE A HAZA" ON -SITE CONSTRUCTION MATERIAL. STORAGE A ER, CONTROL MEASURES. PROVIDED PER THE APPROVED GRADING rLM14 "SHALL BE INCORPORATED STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACT H OR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN: CONTRACTOR SHALL: PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON ELIMINATE OR REDUCE POLLU11ON OF STORMWATER FROM STOCKPILES K 8i GR D AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE ON -SITE:. STOCKPILES MAY.INCLUDE SOIL, PARINGMATERIALS,ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCK T'' SHALL CONCLUSION OF EACH WORK, DAY. BE -LOCATED AWAY FROM CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILE ALL BE 3. ATTACH THE FILTER FABRIC TO COVERED OR PROTECTED WITH SOIL STABILIZATION. MEASURES AND PROVIDED WITH A. TEMPORARY SEDIMENT 'JER AROUND, 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY THE WIRE FENCE AND EXTEND IT THE PERIMETER AT ALL TIMES.. MEN THE FIVE 05) DAY PAIN PROBABILITY PnPVt-A-ZT EXCEEDS C'nDTV 1397PnIrKIT fAnCV% SILT AND rNTUC7D INTO THE TRENCH. TRAINING DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CONTRACTORS EMPLOYEES WHO PERFORM. CONSTRUCTION 114 THE CITY OF ENCINITAS SHALL BE T TO BE FAMILIAR WITH THE, CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES L BE AVAILABLE TO EVERYONE WORKING ON SITE. THE, PROPERTY- OWNER(S) AND THE PRIME CONTRACTOR MUST ORM SUBCONTRACTORS ABOUT NOTIFICATIONS $v"4VA tm �mcWYI Ktm,t4. Zmlu rtim VVVN KLZO-VININtIlt-111tZ). WASTE MANAGEMENT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE CONTRACTOR .SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE UNUSED CONSTRUCTION MATERIALS., PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE nI Ik4DIKIr_1 OF HMHcr7r) OR WASTE 0DAnHo'll-C ON THE f1Mf%"kIn WHERE 11 11 FNF- WATERMRml If1LM INTO THE 1,UNVLTANtt `>TZ)dtM /AfXr- INLJ C-A13111'," VIlLf"tZI LAUtrl AS SHOWN ON IrItZ)t PLANS, HOWEVER : THE CONTRACTOR IS IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTER SHALL BE DISCHA INTO STORMWATER. BEANS DIKES SHALL BE REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES PLACED: AROUND DUMPSTERS TO DIVERT: THE NATURAL STORM RUNOF MPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAks.. LOCATED AT THE WORK SITE ITIS THE CONTRACTOR I S RESPONSIBILITY TO CONTACT THE FOLLOWING DUM.P,STEk � LIDS- SHALL. 'REMAIN TO AT ALL TIMES. tWMPSTERS OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION; FOR VERIFICATION AND LOCATION OUT LIE 8 SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS. ROOFING OR COVERED. WITH TARPS IN 0 .t OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 0 ORDER 0 A RAIN CONTACT WITH ANY TRASH MATERIAL, MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER=BA PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE A. SEWERS - CSD 811 WOOD, AND 'CLEARED VEGETATION CAN BE RECYCLED. N. ECYCLABLE MATERIALS T BE TAKEN, TO AN APPROPRIATE MUST B. OAS & ELECTRIC - SDGE - 811 LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. P FORMATION ON DISPOSAL OF HAZARDOUS: MATERIAL, CALL C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - 811 HAZARDOUS WASTE HOTLINE D. TELEPHONE - SBC BELL - 811 170 APN 262-080-23 NOTE DEVELOPER &/OR FUTURE: OWNERS SHALL MAINTAIN THE DRAINAGE AND FILTRATIONS SYSTEMS SO THAT THEY ARE FUNCTIONAL THROUGHOUT THE LIFE OF THE APPROVED DEVELOPMENT. .2. STAPLE WIRE FEN THE POSTS. 4. BACKFMk* 4L ND COMPACT THE I FILTER FABRI SILT PEN QETAIL NOT TO SCALE TOLL FREE, AT (800) 714-11:95. FOR INFORMA ON LANDFILLS AND TO ORDER AT (760) 456-4151,. WCO DUMPSTERS CALL POSED POLLUTANTS �SHALL.. BE KEPT OFF EXPOSED FACES. PLACE TRASH CANS AND RECYCLING. RECEPTACLES AROUND THE SITE.. PORTABLE TOILETS MUST BE IN GOOD ING ORDER AND CHECKED FREQUENTLY FOR. LEAKS. CONTRACTOR SHALL PROVIDE 2. SECONDARYI-V I dwfAINM�NTAND Loc PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL "'FOR CONSTRUCTION;; IS- SHALL BE T AWAY FROM THE STREET `GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY :CHECK AND btjj N Uk MATE THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFO 3. INFORMATION ON, STORMI V.-TION. ROL U L MEASURE AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT JOG_ 6 770., E. CABLE TV .- COX COMMUNICATIONS 811 CON RAPTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY THIS PROJECT. PHONE-, (760)-633-2770. THE CONTRACTOR SHALL GIVE 24HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- ALL. WORK PERFORMED WITH OUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND WORK ON 633-2770. REMOVAL. OFESS/ -4ucs A. R rn C 39726 Exp. 12/31/11 cjvkN_ OF CaX_F REV]SION APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS Tha STATION- ENC - 38 STATION ID: 1038 ELEVATION: 37.521' DATUM: NAYI3 88, U.S. SURVEY FEET INSCRIPTION: 2.5" BRASS DISC IN I NE COR I NER, OF DRAINAGE THE EAST SIDE OF MANCHESTER A CURB INLETAVE: HORIZONTAL: _f.3(Y _= PLANS REPARE UNDER! TDOU THE SUPERVISION OF DATE. R.C.E. N 0.: 39726 - RECOMMENDED APPRO� BY, BY: MASIH MAHER PI 0 1 MILES SOUTH OF INTERSEC11ON W 8L CAMINO REAL, VERTICAL. GLA SV'..10"GAN EXP. 12-31-11 DATE: DATE. L DA76 SCALE IN FEET SCALE: 1" = .30' CONSTRUCTION CONSTRUCT BMP TREATMENT SWALES PER DETAILS ON SHEET 2. INSTALL NO. 3 BACKING RIP -RAP, PER D-4.0, OVER 1-FOOT FILTER BLANKET OF iris" D.G. OVER SAND. INSTALL SILT FENCING PER DETAIL THIS SHEET, INSTALL GRAVEL BAG CHECK DAMS PER DETAIL THIS. SHEET. INSTALL SLOPE STABILIZATION FOR EROSION. CONTR.OLI. INSTALL GRAVEL BAGS FOR INLET PROTECTION PER DETAIL THIS SHEET TYPICAL BE RM NOT TO SCALE TORM DRAIN INLET PROTECTION PER SC-10 TYPICAL GRAVEL BAG PLACEMENT EACH DRAINAGE INLET tosION CONTROL DET NOT TO SCALE -3 BAGS HIGH (MAX:} 2 BAGS HIGH (MIN.) NOTE: LOWER BA TO BE _T BURIED 6" UN DSL GRADE. 10 NOT TO SCALE ITY OF ENCINITAS ENGINEERING SERVICES DEPARTM EROSION CONTROL PLAN FOR: ALBIN/STAHMER PRIVATE ROAD BERRYMAN CANYON ROAD ENCINITAS, CA 92024 CASE NO, 05-167 TPM/CDP/EIA DRAWING NO. %k49:.G Z:\Projects\5907 - Albin \5907GIP03. dwg Dec 02, 2010 12:51pm Xref3:, 5894BASEC; 5894BAsEA; 5907-TOPO; 59070P00; 5907BASE; 5907-MAP EROSION CONTROL NOTES STORMWATER,POLLgTION CONTROL POST CONSTRUCTION BMP/IMP NOTES 1. FOR SWRMWATER POLLU77ON CONTROL PURPOSES, RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS 1. �IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN ELL16T AT (760) 419-1091 .24. HOURS ALL. SHALL AREAS PRIOR TO COLLE A DAY DISCHARGE ONTOGRASS AND LANDSCAPE C71ON AND DISCHARGE ONTO THE STREET ANDIOR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 71MES 2. GRASSAND LANDSCAPE AREAS DESIGNATED FOR STORM Jill POLLU71ON CONTROL SHALL NOT BE MODIRED WTHOUT A PERMIT DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 16)� ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON S17F ON OCTOBER 1 AT CONVENIENT LOCAM TA TE RAPID CT FROM THE M. DNS TO FACILI CONSTRU, IONOF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CAO 3. ALL IMPERVIOUS AREAS WTHIN THE S17E SHALL DRAIN, TO APPROVED 8MP11MP FACIL177ES ANDIOR TO. TURF OR LANDSCAPED AREAS WITH ADEQUATE QROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED 39. DEVICES SHOW ON PLANS SHALL NOT BEMOVED OR MODIFIED K17HOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. BMPl FACILItYANDIOR THE TURPILANDSCAPED AREAS... z" 4. THE CONTRACTOR SHALL RESTORE ALL EROSION :CONTROL DEVICES To WORKING ORDER TO THE z 4. NO DRAINS SHALL BE INSTALLED IN HARD$CAM DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN -OFF PRODUCING RAINFALL. DISCHARGES TO AN ADEQUATE IMPIBMP, SATISFACRON OF THE CITY ENGINEER AFTER EACH RUN 774E CONTRACTOR SHALL INSTALL ADD17IONAL EROSION CONTROL MEASURES AS MAY BE 5. DRIVEWAYS SHALL HAVE A:MWIMUM 27.:CROSS SLOPE TOWARD THE IMPIBMP AREA OR HAVE AN07HER APPROVED DRAINAGE SYSTEM REQUIRED 6 Y THE Cl TY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA 71ON OR UNFORESEEN THAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE It TO AN ADEQUATE IMP18MR. CIRCUMSTANCES WHICH MAY ARISE. 6. ALL STORMWA7ER IMP/WP FACILITIES SHOW HEREON 5%L. NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. AKE NECESSARY PRECAUTIONS TO THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL T 6. 7. THE INSTALLA71ON Or ADD17IONAL IMPERVIOUS SURFACES NOT SH49WN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE:OR.ARE POTENTIALLY UNSAFE. 7 :THAT A SEPARATE. ENGINEERING PERMIT�BE OSTAINED. 7. ALL EROSION CONTROL MEASURES PROV ED PER ID THE APPROVED. GRADING PLAN SHALL BE EDGE OF INCORPORATED HEREON .ALL EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL BE F11M..D TO COMPLY WTH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS, THE TRASH ENCLOSURES SHALL HAVE AN IMPEPW NON-COMBUS77BLE ROOF THAT WILL NOT ALLOW RAIN WATER WETLANDS GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE jPAROj5L 4 TO EN TER THE ENCLOSURE. THE ENCLOSURE 94A L BE: LOC�ABLE AND . LOCKED WHEN NO T IN 'USE, A BERM SHALL BE INSTALLED A T AT THE CONCLUSION OF EACH WORK DAY 'PAJ 06-Y9.7 ALL OPENINGS TO HOLD IN ANY LIQUIDS THATESCAPE FROM �tHE OUMPSTER ANDJ6 PREVENT ANY FLOW OF STORM WATER THROUGH PM 2V861 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END or EACH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT WORKING DAY WHEN THE FIVE (5) DAY Y ELY SIZED OIL/ RAW PROBABILITY FORECAST EXCEEDS FORT PERCENT PA908L 8 47- THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT:DISCHARGES THROUGH AN: ADEQUAT ,AP .7j (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFIERE4CH RAINFALL. GREASESEPARATORAND IS THEN 17ILTERED THROUGH A CITY , PROVED HYDROCARBON MIEPAND DISCHARGED INTO THE PUBLIC �k-,K:z -r RARCj5L 2 Pm 20B68 SANITARY SEll SYSTEM, NOT TO PLANTERS OR THE STORM DRAW SYSTEM. A SEPARATE BUILDING:PERMIT MAY BEREQUIRED FOR r 06-Y61 LEGEND THIS STRUCTURE. PAq08L f ITEM CALTRANS# SYMBOL PM STORMIWATER POLLUTION CONTROL NOTES RIPRAP ENERGY DISSIPATOR SS-10 & CONCRE M 'j, Oil CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZCD� CONCRETE 50' WETLANDS,,>j 7E WASHOUT WASHOUT AREA TO: CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH: CONCRETE AR, STUCCO, Fill AND THE CD BUFFER t SILT FENCE SC-1 STORM DRAIN INLET LIKE INTO THE STORMW47ER CONVEYANCE SYSTEM OR ANl RECEIVWG WATER. CONTRACTOR SHALL POST A SIGN DESIGNA71NG THE SLURRY, MORT zii TEMPORARY DESIL77NG BASIN SC-10 WASHOUT LOCATION. PROTECTION C1 SEE EROSION CONTROL CONSTRUCTION S17E ACCESS S�ECIAL N07-E jf3 GRAVEL BAGS SC-6, SC-8 A STABIL12ED CONSTRUCTION S17E ACCESS SHALL BE PRO FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE./ t t THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK ANDIOR CORRUGATED STEEL PANELSIPLA7ES. S. DRAINAGE SWALE CONSTRUCTION VEHICLES 4 CHECK DAMS Sc- A: ERS AND ALL BE DESIGNATED FOR CONSTRUCTION AREA: AW FW M_- -51 STORM DRAIN 5H VEHICLES PARKING, VEHICLE. A SPEC011C Y GUTT 4 FR _j REFUELWG,� AN W7ENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -97E, FIBER ROLL: $C-5 -FR- D ROU77NE EQUIPMEN T MA APjV t EROSION. CON 7ROL 262��080-03 HYDROSEEDING: SS-4 ALL ER09VE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED FIR EROSION CONTROL MUST BE PROWDED :FOR AGAINST' WM_1 EROSION Y ING EROSION RES!SIANT SURF4 MATERIAL DELIVERY.& STORAGE. 6 INSTALL CES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND NED J Y CONCRETE WASTE MANAGEMENT: WMI_8 BONDED RBER MATRIX. k i�4 S LID WASTE MANAGEMENT: WM�5 MEN NO EXCAVATIONAND GRADING AC77W7TES ARE ALLOWED DURING WET WEATHER. ---------- Y WASTE MANAGEMENT. WM�91 SANITAR PRO DIVERSION DIKES "LL BE CONSTRUCTED TO CHANNEL RUNOFF. AROUND THE CONSIRUC71ON SITE.. CON.TRACTOR SHALL TECT CHANNELS EROSION CONTROL SPECIAL NOTES: AGA T 3ING PERMANENT AND TEMPORARY 8ROSI CONTROL MEASURES. 71� TO A REMOVE EXIS71NG VEGETA71ON ONLY WEN ABSOLUTELY NECESSARY LARGE PROJECTS SHALL BE CONDUCTED IN PHASES UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER, DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP D-RD, lalwamew 1. PRIOR TO FINAL GRADING INSPECTION, CLEAN ALL EXIST. P.C.C. :DITCHES AND .......... ------- W11 i IE APN _A TY OF THE CONTRACTOR TO PROTECT EXIS77NG FENCESAND 282-080-08 1 I I BE REPLACED TEMPORARY VEGETATION MUST 13E PLANTED, ON SLOPES: OR NiERE CONSTRUCTION IS: NOT IMMEDIA LY PLANNED FOR ER09ON CONTROL AO _ __ k� 1 1 2. IT IS THE RESPONSIBILI __< �M:_ -- �11 P PRIVATE FACIL177ES DAMAGED BY CONSTRUC77ON WLL HORNER IN KIND BY COST 282-4,60 7-08, N\ _7i LANDSCAPING. PURPOSES. EROSION SHALL BE PREVENTED BY PLAN71NG FAST-WOWNG ANNUAL AND PERENNIAL GRASSES To SHIELD AND. BIND THE SOIL PROPERTY THE: CONTRACTOR AT HIS PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADWG.AC7IW7IES ARE COMPLETE. /L P DRI VEWA NOTES: PIAN. R1 VA Tf J. DESILTING BASIN NOTE. BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS W47ERISACE FOR DUST CONTROL SHALL BE MINIMIZED. 1. SLOPE SURFACE SHALL BE FREE OF DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL. BE COMPLETELY REMOVED ROCKS, CLODS, STICKS AND GRASS. 5CA�E I" - Jo., AND THE 131ORETEN71ON BASINS COMPLETED ONCE FINAL SITE STABILIZAni IS L ON-97E CONSTRUCTION MATERIAL STORAGE MATS/BLANKETS SHALL HAVE GOOD ACHIEVED, PRIOR TO OCCUPANCY ANDIOR FINAL. STORED :MATERIALS SHALL BE -CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SF�LLAGE. CONTRACTOR SHAII STORE THESE SOIL CONTACT. STE�L OR WOOD POST MAX PRObUCTS WIERE THEY WLL STAY: DRY -OUT OF THE.RAIN. CONTRACTOR SHALL..PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED 36" (1m) HIGH MAX. ON -SHE ELIMINATE OR REDUCE POLLUTION OF STORMWA7V? FROM STOCKPILES KEPT ON -SHE STOCKPILES MAY INCLUDE SOIL, PARING 2. LAY BLANKETS LOOSELY AND STAKE '8' MIN. VEHICLE MATERIALS, ASPHALT CONCRETE, AGGREGATE BAS& EIC. §,TOCKPILES SHALL BE LOCA.7ED AWAY FROM CONCENTRATED STORMW47ER OR STAPLE TO MAINTAIN DIRECT PONDING HEIGHT ACCESS DIRECTION OF 75% OF CONTACT NTH THE SOIL. DO NOT STORMIlli FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WTH SOIL STABILIZATION MEASURES AND "_ , i�, H < STRETCH. D THE PERIMETER AT ALL TIMES. ROADBED PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUN < 3:: > C) STREET FLOW HO _T I - -1- _j, .1 ! 3- < < 9j, f.T,� �,�% I TRAINING 3. FOR BONDED FIBER MATRIX 150mm x 150mm ALTERNATE SLOPE STABILIZATION SEE X Uj GR CONTRACTORS' EMPLOYEES RIO PERFORM CONSTRUCTION IN THE CITY OF ENCWITAS SHALL BE TRAINED :70.8E FAMILIAR WITH THE CITY OF AVEL BAGS anchor trench APPLICATION SPECIFICATIONS AND ON FLOW 2 BAGS I HIGH, TYP. 8': MIN. VEHICLE 5 ENCINITAS S70RMW47ER POLLU71ON CONTROL REQUIREMENTS *ESE 13MP N07ES SHALL BE AVAILABLE TOEVERYONE WORKING ON SITE. THE NOTES THIS SHEET. ACCESS 3" OPENING "RAVEL BAGS s PROPERTY OWVER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS. ABOUT STORMIlli REQUIREMENTS AND THEIR OWq IN TOP ROW X HIGH MIN..) RESPONSIBILITIES. "W (TYP.) Mot�s/blanket should SLOPE NOTES: FINISH :WASTE MANAGEMEWT be installed vertically 20'-30' 5' < 4% 200 MAX. 1. GRAVEL BAGS ARE REQUIRED IN AREAS SURFACE n downslope CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE, AND CONSTRUCTION MATERIALS. DUMPING OF 31'-40' 7' 4% TO 9% 100' MAX WHICH ARE PARTICULARLY SENSITIVE TO IV- _V1 (FUTURE) 12"' MIN. UNU OR WASTE PRODUCTS ON THE GROUND, WERE WAXRCAN CARRY THEM 1100 THE. �CONVEYANCE� SYSTEM IS STRICTLY PROHIBITED, t (30001�'l 11 41'-50' 9' SEDIMENT DEPOSITION. > 9% 50' MAX 4'x6" (100 X 150mm) iAx 51'-60' 10.5' TRENCH V41TH COMPACTED 0;, NO SEEPAGE FROM ANY DUMPS7ER SHALL BE DISCHARGED INTO S-IORMWATER BERMS1 2. REQUIREMENTS FOR AND SPACING OF UNDERCUT PIKES SHALL BE PLACED AROUND ALL DUMFSTERS BACKFILL 61'-70' 12' ROADBED STORM RUNOFF DUMPS17ES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN C(00 VELOCITY REDUCERS FOR STREETS WITH :70: DIVERT THE NATURAL AT ALL TIMES.. Dumpl wjH6uT.LIDS SHALL BE PLACED W I 7HW STRUCT I URES WTH impmous Ro6FWG OR COVERED W.IH T400s., IN TRENCH DETAIL GRAD LL BE AS ES OF LESS THAN 4% SHA 3" P.V.C. DRAIN (TEMP.) PLUG .0RDER �TO AVOID RAW.CONTACT W:7H ANY TRASH MATERIAL. 41 NTS GRAVEL VELOCITY REDUCER SHOWN ON THE EROSION CONTROL PLAN. W/ P.V.C. CAP AT TIME OF PAVING EXTRA STRENGTH FILTER FA13RIC NO SCALE :SECTIQN B-B 'ERIALS, INCLUDING SOLVENTS; WATEP-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, . 2 - I" . 1 MANr CONSTRUCTION MAI WOOD, AND CLEARED VEGETA77ONCAN BE RECYCLED. NCN- CYCLAALE MA NEEDED WITHOUT WIRE MESH SUPPORT I- NOT T RE 7ERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED V/-, L!il � 0: SCALE STEEL OR NOTES: RDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE 1. PRIOR To FINAL GRADING INSPECTION, OLEAN ALL OF AS HAZA A T (800) 714-1195 FOR INFORMA 77ON ON LANonLLS AND TO: ORDER DU&IPS.7ERS CALL FOCO. A T,(760)_436�4151. WOOD: POST ATTACH FILTER EXIST. P.C.0 DITCHES AND REPAIR AS REQUIRED FABRIC SECURELY BY COUNTY INSPECTOR. POLLUTANTS.SHALL BE.KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE STE. a --J'a TO UPSTREAM 50 mm, to SIDE OF POST PROPOSED DRAINAGE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENMY� FOR LEAKS. CONTRACTOR SHALL PROWDE SECONDARY 7 Filter cloth 5m,m overlap CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAW: INLETS ON PERWOUS SURFACES. INLET 1.2m above -OW 4' TYP Source Of water GRAVEL BAGS OVFRLA, URB 60' C SIDE ALL CONSTRUCTION DEBRISSHALL BE KEPTAWAY FROM THE STREET GUTTER, AND ST0RMDRAk CONTRACTOR MUST ROUTINELY CHECK ONTO DIKE AND CLEAN UP MATERIAL THAT MAY HAW 7RAVELEDAWAYFROM CONSTRUC77ON SITE 147 H=j 10� FOR MORE INFORMA71ON ON STORMWAIER POLLU71ON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING i Water x WIRE SUPPORT FENCE TOP ROW, ISOMETRIC MEW ---------------- 10' (3m) MAXIMUM SPACING WITH DEPARTMENT, CITY OF ENCINITASAT (760) 6,33-2770. E-.:� 3" OP . :ENING 6' (1.8m) MAXIMUM SPACING WITHOUT Y", 2 BAGS HIGH LEAVE 3" OPENING 3 FT (0.9 M) MIN. EARTHEN RIDGE WIRE SUPPORT FENCE >13 RUNOFf- 9 IR 1(23 CM), Non -woven NOTES: TOP ROW (TYP.) (12� :Il j geotextile filter 1. SILT'FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY STORM DRAIN INLET PROTECTION (SC-10) 4: FILL SLOPE T fabric under 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NOT TO SCALE GAP BETWEEN THREE LAYERS Or GRAVEL WET SLOPE.LINING typical treatment NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. BAGS ACTS AS BAGS WITH ENDS OVERLAPPED SPILLWAY 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE 1/2 BAG: BUR.Y1/2 BAG TO PREVENT q MIN. S1 . LT RUN-OFF SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. GRAVEL BAGS (SC-6, SC�8) lt7_ 2 FT NOT TO SCALE z GRAVEL BAGS DETAIL (STREETS) TYPICAL SLOPE SOIL STABILIZATION SILT FENCE NOT TO SCALE.. NOT TO SCALE NOT TO: SCALE UNLINED SWALE & BERM NEWSHEET Cq SPACING. AS SHOWN ON PLANS L wATER DISTRICT NOT TO SCALE SEDIMENT CONTROL NOTE 8 ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS OLIVENHAIN MUNICIPA 1:2 ON--,\ REVIEWED BY: .$ILT:RETENT1 REVIEWED BY. REVIEWED BY� REVIEWED REMEWED BY. Civil Engineering Enyiro,nmento I RCE 48529 30 15 0 1 50 60 90: 244? SdCdh.0 A,�er�.pe EXP 6/30/t$ Diego, CA 9:2101 4r. �6fS)232-09200 (614,232--:92VID RIX LW I VI -A 12-Amym-All U11.0% CL T ATE: .2, Cons0to'ht,$ I Q,. OF DAM DATE: DATE: DIATF�_ SCALE: 1" 30' Lo REVIS10NS APPROVED DATE. REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DIVISIOA APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. NEW SHEET *4^ 4 0. ff I.: L4 _,C" OF ENCINITAS �N(-38 AS -BUILT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED Y;to APPROVED EROSION CONTROL PLAN FOR: A& 2.5.' BRASS DISC IN.NE CORNEROF DRAINAGE HORIZONTAL ALBIN/STAHMER PRIVATE ROAD AS-AUII.r Sl? N 2�2312 C.VRB INLET ON THE EAST SIDE OF MANCHESTER DATE: 10,349-G AVE, 01 MILE SOVTH OF 4NTERSEC'nON :MTH EL BRUCE OBE N BY: BY- AA. /0 1= BERRYMAN CANYON ROAD 48529 I I c AMIRO REAL VERUCAL AS SHOWN R.C.E. NO. MASIH MAHER rv(GLENN PRUIM ENCINITAS, CA 92024 ENGINEER EXP. 6-30�2016 DATE: DATE. CASE NO: 15-133 DR/CDP (05-167 TPM/CDP) SHEET 3A OF 6 t1fVz7!:8 -YO �4w Ill"(6 E L' 37.52 DATUM: NAVD88, PROJECT SITE TENNIS CLUB !COPE V1CINI,TY MAP. NO SCALE TIMOTHY E METCALFE,, A REGISTERED 'INCIPALLY DOING BUSINESS IN THE .f RAfY :THAT I HAVE REVIEWED THE RE GEOSOILS REMAIN APPLICABLE UNLESS OTHERN REPORTS BY THIS RRM, ONE COMPLETE" COPY FROM THIS STUDY, HAS BEEN SUBMITTED M 7 FURTHERMORE,I HAYS REVIEWED THESE GRAPA RECOMMENDATIONS INCLUDED IN T8E. SOILS RE INCORPORATED' IN THE,&kjANOPLANS AND SI LOT AREA TABLE LOT 1 I LOT 2: LOT 3 LOT 4 GROSS AREA ..(A} 0,94 1 1.:16 1:14 0.99 NET AREA (AC) 0.39 1 0.6.0 0.65 0.60 .. /N THE STATE OF CALIFORNIA, ?LIED SOIL MECHANICS HERE6 SUPERSEDED IN FUTURE THE SOILS REPORT COMPILED 2FROE OF THE CITY ENGINS 'CANS AND CERTIFY THAT GE SCALE,-�` III c 0 8' TYP` 6' CURB AND GUTTER PER RSD G-2 GEOTEK INC. . 1384 POINSTE7T/A AV€;, SUI7F A, VISTA, CA 92081 (760)599%,9509 (PROD, NO.. ,3460 SD)' Consultants, Inc. REVISIONS Civil Engineering•Enviranmentai 2442 Second Avenue San Diego, CA 92161 (619)232-9200 (619)232-9210 Fax TYPICAL SECTION DATE I REFERENCES DATE BENCHMARK SCALE CITY OF ENCINITAS ERC-36 ` 2.5' BRASS DISC IN NE CORNER OF DRAINAGE (23 2 CURB INLET ON THE EAST SIDE OF MANCHESTHORIZONTAL 1 =40' ER AVE. 0.1. MILE SOUTH OF INTERSECTION WITH EL CAMINO REAL VERTICAL AS SHOWN EL:: 37:52 DATUM: NAVD88 KEY YAP 1 #-40' LEGEND D£�`CRfPTf©N �TI1. ...�....._. ,..__. _ , OSYMBOL w ;. PROPERTY LINEI RIGHT-OF-WAY LINE ... ._.y _ LOT LINE EASEMENT LINE ...."...:. ,�- w,.� - : ,:, ..,.._ EXIST CONTOURS — v' 4 - X. PROPOSED. CONTOURS #, x 160 g GRADED 1 M to n i i'mt ~'i. 'p •,fir i V V- ` 3 4" I.P. w ISC LS 825,3 t,.:_, SLOPES (2 AA*) � PROPOSED SPOT ELEVATIONS C Es,�l .. -•-- \ m � ,- � . ,,, DAYLIGHT LINE r ;.r' ; , EXIST WATER LINE ...., _. EXIST SEWER LINE _... s EXIST STORM DRAIN - ..... -. _.: EXIST TYPE 'F CATCH BASIN D 7 EXIST TYPE;4-4' CLEANOUT -9 Fo ..__. .. - 12p CATCH BAsiN :.: RETAINING WALL (ALL WALLS MUST 8E - LOCK-R P C" 1, 0' 9 SPLIT FACE MASONRY B G' PADRE BROWN OR EQUIVALENT) ) .,... � WROUGHT IRON FENCE (ER LANDSCAPE ARCHITECT) t P CT { GRASSY SWALE 1.? ', t? i t4 +,4 Y'WY f{{i kX „:.: -M1 .fi/-Y jV.-'.>'•.( f;.. .-..... t.. ..,.. ,� jp ( TRENCH DRAIN (NOS QR EQUAL) POC - y 4 BROW DITCH P 9 AC PAVEMENTY 1-a PROPOSED BUILDING } ! t I ROOF LAVES t r ,ls y 4�iFUEL MODIFICATION ZONE (FZ) 6', Epill S. z`G SHALL IVCR A \ _ r 3 t 1. NO PART OF RETAINING WALLS AND F0077N LL E O CH INTO ADJACENT PROPERTIES OR EASEMENTS: 2 I.P. 'wfDiSC LS 8253 ea-aea m-7 wdtf , 2. THE PROPERTY OWNER SHALL MAINTAIN ALL DRAINAGE FACILITIES LOCATED WITHIN THE PAI',CEL AND BE RESPONSIBLE TO PREVENT DAMAGE TO DOWNSTEAM PROPERTES• r SE 3 £ RESPON OF THE APPLICANT TO TE PROPERTY LINES AND CONFORM TO SETBACK .'>� •...: /T SfrGALL BE THE SIBILITi' � PP : NT � LOCA _1, �, ram" - - 7 _ REQUIREMENTS. kt..,'-t {��y1 ice`�.- x. 3 � I S ION DRIVEWAY SLOPES ARE TO �, INSPECTED BY 7fIE PLANNING D/VAS/ON FOR 4: PRIOR TO GARAGE FOUNDATION N PECT , BE . E 5 I > F't ,, ?"#`i. { xq 2^ ti:.,,i ',': `�"„ .cs. ,,{:kj ..>i: :e ':i: ra, x. S p• :ice^' r ^ r...::: z• _.:t '.z f:;o> ..,w. COMPLIANCE WITH CITY OF LA MESA PARKING STANDARDS, 4 -- _ � .:. � rya„ �. ea n ; k+ -� ]s✓ '« .-�_ _� „'�' - 5. PROPERTY OWNERS TO MAINTAIN THE BACKWATER VALVE PER THE AMNUFACTURLR'S SPECIFICATIONS AND r --- � � RECOMMENDAri0N5 kcn'-o `.aux=ra.ave.::ev.+.�w. c.,+.:�!... 1 ( I• KJ ......-s _. ,.::z CONTIRACTOR SHALL BE arcLvime.1w/ rl FOR CLEANUP OF' ALL SILT AND MUD O/V' ADJACENT STREETS DUE TQ THE CONSTRUCTION VEHICLES OR ANY OTHER CONSTRU077ON ACTIVITY, AT THE END OF EACH WORKDAY, OR AFTER A 40 20 0 40 80 180 STORM EVENT THAT CAUSES A BREECH IN INSTALLED CONSTRUCTION BMP'S, WHICH MAY COMPROMISE STORM WATER Immod Modyf QUALITY WfTHIN ANY STREET, A STABILIZED CONSTRUCTION EXIT MAY BE REQUIRED 0 PREVENT CONSTRUCTION VEHICLES OR EOUIPMENT FROM TRACKING MUD OR SILT INTO THE STREET. SCALE! 1" 40' 7 ALL STOCKPILES OF SOIL AND OR BUILDING MATERIALS THAT ARE INTENDED TO BE :LEFT FOR A PERIOD GREATER THAN SEYEN CALENDAR DAYS ARE TO BE COVERED. ALL REMOVABLE BMP DEVICES `SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40% DESIGN REVIEW SUMMARY LOT NO. LOT AREA OF BED Of BATH BUILDING AREAS ARCHITECTURAL STYLE PARKING VACES 1st FLOOR 2nd I FLOOR SUBTOTAL GARAGE STORAGE TOTAL 1 116,1806 S.F. 2z 5 4.5 1593 S.F. 1686 S.F. 3279 S.F. 641 S.F. - 3920 S.F. MODERN FARMHOUSE 3 2 26,332 S.F. 2 . 6 5.5 1775 S.F. 1944.S.F. 3119 S.F. 854 S.F. - 4573 S.F. RUSTIC FARMHOUSE 3 3 28,129 S.F. 2x 5 4.5 1775: S.F. 1747 S.F. 3522 S.F. 854 S.F. - 4376 S.F. TRADITIONAL FARMHOUSE 3 4 26,346 S.F. 4 5 5.5 3191 S.F. 1899 S.F. 5090 S.F. 419 S.F. 190 S.F. 5699 S.F. RUSTIC FARMHOUSE 3 8,' A CONCRETE WASHOUT SHALL BF PROVIDED ON ALL PROJECrS WHICH PROPOSE THE CONSTRUCTION OF ANY �r CONCRETE IMPROVEMENTS THAT ARE TO BE POURED' 0N-.SIT£- 9. THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL Or VICES TQ WORKING ORDER AFTER EACH RUN-OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREACHES IT EFFECTIVENESS.. 10. ALL SLOPES THAT CREATED OR DISRAOSED BY CONSTRUCTION .ACTIVITY MUST BE :PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES ND r T ... °. E 11. THE STQRAI;E OF ALL CONSTRUCTION MATERIAL A QUIPMEN MUST BE PRO £,CTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS IN TO THE ENVIRONMENT.. F ENCLAVE PHASE /// GRADING AND IMPROVEMENT /� 7- 7- T �+/ ,�^� NPDES Sl EM N/ S EC+/ L Nt ANS FOR EMERGENCY ACCESS TURNAROUND. / t L.' Y CONTRACTOR S NOTE' LL IMPROVEMENTS, INCLUDING BUT NOT LIMITED WDID' NO. 937C369341 'a ROADS AND FIRE HYDRANT INSTALLATION, NEED DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE MOST RECENT STATE &NW70AWW CAIMA2M & USES.• BE INSTALLED PRIOR TO ANY COMBUSTIBLE R WAiE RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE f'OR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR t) TERIALS BEING BROUGHT TO THE SITE. DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION AC77VlTY /N ACCORDANCE W/TH TO THE PLANS MUST BE IN WRITING AND MUST . E APPROVED VED BY THE P `EPAR R f USES OF THESE PLANS ALL CHANGES B RO i? E O �' 5 SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN THESE PLANS. SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIIHTIE5, AND A COMPLETE AND ACCURATE NOTICE -OF -INTENT (N01) SHALL BE FILED WITH THE SWRCB. A COPY OF CONSTIRUCTION CONTRACTOR AGREES THAT ITV ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES ; EXIST. THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS, FURTHER, A COPY OF THE CONS7RUmm CONTRACTOR WILL BE REQUIRED TO.ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION 77u ESMT, COMPLETED NQl FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED DURING' THE COURSE OF CONSTRUCTION OF THE.PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS WITH THE CITY OF ENCINITAS WHEN RECEIVED REQUIREMENT SHALL BE A1ADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF ENCINITAS HARMLESS FROM ANY AND /N ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY PORTION Of THE PROPERTY' COVERED- 1 T PERFORMANCE ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH HE MANGE OF WORK ON THIS PROJECT. BY THIS GRADING PERMIT NO. 9055-GAND BY SWRCB ORDER NO. R9-200.9-0001 AND ANY SUBSEQUENT a AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SECTION C7 OF SWRCB LEGAL DESCRIPTION ORDER NO.- R9-2009-000.1. r (APNS: 262-080--32, 33, 34, 35). 2:1 NOI/ rHAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 WEST TYP. < S.B.M., IN THE CITY OF ENCINITAS, .COUNTY OF SAN DIEGO, STATE OF CAL/FORMA, ACCORDING TO OFFICIAL PLAT THEREOF BY,, DATE. EARTHWORK 4 ' D.G. PATH DEVELOPMENT SOLU77ON ENCLAVE, LLC /� /�+ STEEPEST EXISTING NATURAL SLOPE ON -SITE _ I H I V SITE Atl1JRESJ k ` FLUSH 6'X16" P.C.C. 1302 CAMINO DEL MAR, MAXIMUM VERTICAL DEPTH OF CUT = as ' CURB OR REDWOOD DEL MAR, CA 92014 MAXIMUM VER77CAL DEPTH OF FILL = 4.4 1264, 1268, 1272, 1276 BERRYMAN CANYON RD HEADER. EXTEND ENCINITAS CA, 92024 BASE UNDER CURB. CUT = 788 C. Y. RILL = 675 C. Y EXPORT - 9.3 C.Y. *REMMINING EXPORT TO BE USED FOR RECOMPACTION OF SITE OWNER ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT DEVELOPMENT SOLUTION ENCLAVE; 44C IJ02 CAMINO DEL MAR, ' REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY. REVIEWED BY: DEL MAR, CA 9204 (858) 259-8500 ',;, . DATE:. SPECIAL DISTRICT fig- BV1L ONA hN RAA VOf6N RCE 64011 a r c r 1[�t I ' 1 (46 c-mmir DATE: DATE: DATE: 1 0 DATE. NEW SHEET tp ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED. 'UNDER SUPERVISION OF RECOMMENDED QO APPROVED PRECISE GRAD PLAN FOR:' /a ss `s` ENCLAVE — PHASE ii _ BRUCE A TSON DATE. 14349 G -� BY: BY; .+M • � BERRI'MAN CANYON: ROAD- 4a52s �..-�--- R.C.E. NO.MAStH MAHER ;wGLENN RRUI ENCINITAS, CA 92024�' ENGINEER P. 6-30-2016 DATE:. DATE:. Z/Il j%tV r `:, CASE N0: 15-133 QR/CQf' (05-1`67 TPM/G6P) SHEET 4 4F 6 Z1, • �Qv LANDSCAPE LEOEND SYMBOL DESCRIPTION 6' HIGH: WOUGHT IR i:aNCE PER LANDSCAPE PLANS 6' MASONRY WALL PER LANDSCAPE PLANS 6! I-fiGH WOOD FENCE PER LANDSCAPE PLANS PV LANDSCAPE PLANS RETAINING WALL (SPLIT FACE 94SONRY &XK-R0P: PAOAF BRO&V OR FONVALENT) 16" INDEDW . Y, I TO BE PERMEABLE, AWAS OTHER DECORAW TwAimENT NOT PLAIN ASPHALT OR CONCRETE) CONSISTENT WTH BERRHAN CANYON DESIGN GUIDELINES 4' WDE D.G, WALKWAY, SEE LANDSCAPE PLANS FOR DETAILS *SEE LANDSCAPE PLANS FOR FENCE AND WALL DEIMS Al I : r - - - - - - - - - - Owl 168, t�Z15 �FC FL ROOF L 2.8% Wj 1679�ft 16ZJ8 FG CON co 166.98 FG C. PA -44 16-:7 1-46E�LL 16&45 16ZJ8 FC F 4111' 8% 6% 30Y. 5. 16jO P! 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ANCHOR IN 4 PVC SEW L - - - --- - - - - - - - - - - - - - - - - - - ---- EXPANDABLE ANCHOR IN MASONRY - - - - - - - - - - - - - - - - - - - - - - - - - LATERAL PER 10013-/ 4-1 - 2. 13 GAUGE GALVANIZED WE NUMBER AS 7, 77 REQUIRED TO COVER WALL T 8f RR IKYA N CA A FLEXIBLE TIE, TAPE SECURING VINE TO WIRE. R 4. FINISH SURFACE. P V�r A71 SEWER i -s NOTE: PEI? TO013-1 45AWL "��ISTI �GCOKC. tw,. '4 PW SEWER WHEN PLANTING SEVERAL 'VINES ON ONE WALL, z WIRE TRELLIS SHA P4 1001, LL BE CONTINUOUS BROW DITCH - - - - - --- -- L SOFTENING.DFTAIL (VIK TYINQ). --- - - - - - - - - - - SCALE- NONE t - - - - - - - - - - - -- -- - - - - - - - - - - NO 2.8' RETAINING WALL TYPE 'A' 10" GRATE PER EAST A C PAVEMENT 1. ExIsTiNo mowmms To BE PROTfC70 /A( PLACE ANY SURVEY 2:1 MAX JORDAN IRON W0RKS----_, MONUMENT SHOWN ON PARCEL MAP 20853 AND REFERENCED ON DIMENSION DENOTES ENCROACHMENT OF 1� MAX EXPOSURE 6" MIN. VAR 4? (OR EQUIV.) CATAI OG THIS PLAN 7HAT IS DESTROYED OR DISTURBED BY CONSTRUCTION 6END: PERSORSD C�9 8. No. V- 7382 6" MIN. SHALL 8E. REPLACED BY A LICENSED LAND SURVEYOR AND A ROOF EAVES 0 THE SETBACK LIMITS TYP. EXIS77NO .DRIVEWAY CORNER RECORD SHALL BE FILED WITH THE COUNTY (ADA TRAFF10) GROUND + + 4 f U& MODIRCA 2. RUAINING WALLS TO BE SOFTENED WITH VINE TYING PER DETAIL. ow zmw (rmw 4 MODIFIED 4. iNw V-GUT7ER PUBLIC E4SEMENT FOR PRIVATE T SECTION B-B TRENCH DRAIN DETAIL STREET - RECORDED ON PARCiL GRASSY SWALE '0 MAP NO SCALE' I"= I NEW SH (N. TS) EET TIO OLIVENHAIN MUNICIPAL WATER DISTRICT SECtION A.�A, ENCINITAS FIRE DEPARTMENT NG& BUILDING DEPARTMENT PARKS AN FIELD OPERA NS PLANNI D RECREATION N Envirotimontal .1s) 9 RCE - 48529 REVIEWEDAY: REVIEWED BY: REVIEWED BY' REVIEWED BY.- REVIEWED. BY- xp 6A 30/16 ad n u OF Spom 10 5 0 10 20 30 io:` CA'�.21101 I I IVI k Mg-7 g�7k -mat 14 Fax 0101 6 1 L )132� 200 L�9� Consultonts.., Ind. I � DATE: DATE: DATE: DATE: DATE' SCALE, 1' 10' REVISIONS APPROVED. DATE REFERENCES DATE BENCHMARK ENGINEERING DIVIS10 SCALE SPECIAL DISTRICT WAPPROVALS� CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.. NEW SHEET -A, OA #1 Bulk 7" 1A PRECISE GRADING PLAN FOR: CITY OF ENCINITAS ENC�-38 At PLANS PREPARED NDER SUPER\4SIgN OF RECOMMENDED Qo APPROVED i\ ks - Aull T f 2.5! Aem a 11 BRASS DISC IN NE CORNER OF DRAINAGE ENCLAVE PHASE11 TER HORIZONTAL 1 =1V CURB INLET ON THE EAST SIDE OF MANCHES - --RI DATE: AA� AA -4\- As - SuILT BRUCE ROB ON 10349-G A AN AA 0.1. MILE, SOVTH OF INTERSIECTION WITH EL Ab ;RpfF14 Act G45/1 BY, BY. BERRYmAN CANYON ROAD CAMINO EAL VERTICAL AS SHOWN R.C.E. NO, 48529 MASIH MAHER ;Sir GLENN PRUIM ENCINITAS, CA. 9204 V2- 12, i ENGINE EU .3742 -167 TPM/CDP). PATIN: NAVD88: EXP. 6-30-2016 DATE: DATE CASE NO. 15-133 DR/CDP (b5 HEFT 5 OF 6 S + + 4- 4- t + 4- EASEWN LEGiND.- + 4- + 4-- + -4- 4- N J.9 j- _1 _T" AN EXISTING EASEMENT GRANTED TO DALE FOR + 4- -4- 4 4 4- + + J-1 + -i- + &Z ROAD AND UTILITY PURPOSES RECORDED ON rEMNER 19, No + + 4� 4- 4- + + 4- + 1 4- + 1962, INSTRUMENT NO, 161482 OF + 4 4 4� 4T + + 47 + + 4- - 2' X 5' RIP RAP + + 162 + + i 4z + 16* 30 TWL f AN EXISTING EASEMENT CONTAWE DOCUMENT` 077ALLD ...... (SEE LEGEND 460�0a- TF T_71 - ___ - '%( AGREEMENT` URLItY PURPOSES, 41- + j + + j F 64.30 TW + 4 + + + + . ....... 4-- . ...... M Nr NO, 15917 7' WIDE"PRIVATE DRAINAGE EASEMEN . . . . 1,61.30 EG RECORDED ON JANUARY 972 INSTRU E J_ -1-- f -4 + 6) 4 + ...... 16 J.r'6 n OF Off'ICIAL RECORDS. It - wang 160.00 TF PEP DOC NO. 4- . . . . . . + 4 4 41 + -4- DA 7ED. A" 6, IMS AN 4alsrlw EA T FOR ROAD AND Ul L17Y 4 + + + 4' A % J� '_L - 4, + t - . . 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R 10, S'yss -CONC-PAII 12 or LCGf W: LI --ipm 114174 F1 L OP 163. 6 41� DIMENSION DENOTES ENCROACHMENT OF _4J ROOF EAVES OVER THE SE7BACK,L)MITS o'� L 20 2,1 52�' L r�'�t Z. UL/ RIP RAP (5' X 2' FACING CLASS ROCK, 1' THICK) :6. FS CEL 4, F 'P 164.00 gy ggjg "g, w M7 FUEL MODIFICA 77ON ZONE (f M V T, 1 64 160.00 IF 101 idoo ROW U_NE f63.6 fTw) J tuu/ �15. �QTW '10 S 4' - -------- 163.30 E6 �g 16 5 FS d" 160.00 7F m V2 1 1475 's, 7? 8 4 SIN PER L .. '.* A V -T ------ SHEET 2A 26 �RQQF LINE �16 7. JO F�S i I 16 1.12 0 165.43 FS, (Typ) 164� 69 FL (Typ) 53 FL 163. ix 0.8X 165.51 FS 7ie_ 'Iw' 5 25. 00, 4. 8 TW 2,500' HAII OPEN11 VG PER 6 74 \1_65-09 �rL H=0.41' 163.97 FY f Y58 164,47 BW FYSB DETAIL THIS' SHT . . ......... 2'Y 5' RIP RAP A (SIFF IE�Gflw) . . . 46.10' MET WALL PER GRAD)MG PLAN 163.50 TG �H=O. 71' '164.17 B -0 28 10349 SH T 2A & 162.520 FL n FL 0 FG, 0 PG RD11P LA IVDSCA PE LEGEND SYMBOL DESCRIPTION b WKUUUH1 IMUN ftNU "PIGH PER LANDSCAPE. PLANS 6' MASONRY WALL PER LANDSCAPE PLANS 6'HIGH W" FENCE 0 13 13 PER LANDSCAPE PLANS 6' HIGH WNYL FENCE PER LANDSCAPE PLANS RETAINING WALL (SPLff FACE MISOARY BLOCK-ROP PADRE 9ROWN OR EONYALS T 6' WDE DWY TO BE PD?MEABLE PAWRS OR 07HER DECORA71VE TREATMENTr(NOT.PLAIN ASPHALT OR CONCRETE) COffSISTENT NIH BERRYMAN CANY0N,DESfGN GUIDELINES 4-� WIDE D.G. WALKWAY, SEE LANDSCAPE 7, PLANS FOR DETAILS *Sff LANDSCAPE PLANS FOR ffNCE AND WALL DETAILS _-4 .16ZO 4C MiIYE WA T 5_6 T) &Z. 44, FS ?q -------- 7W PER PLAN . . . . . . . . . . . . . . . . . . . . . ns F1 16790 EG - - - - - - - - - - V1.1 1=:Q 3 gp '27' 3 _,\\169.27 FS 16Z5 167,38 FS Xj'67 I m \ 10" PVC WATER A, 0 WALL OPERING DETAIL 4" PVC "ER LA7E?A4 fK Nor rO SCALE pu OR 100 13 A SEM t FOR PRIVA7F 1.687. STREET RE C DO 911115- AS '.4m; V-1 P�c'Z'1'11:1,4.1"§il 144,'k ;,4 NQ DOC. 2015-0464155, OF OR. "0 �'�,Rkr o N c _q o,,#A ANrOA RD. PVT. �0(' 8" PVC SE lk PER 9055 167.2, �q 166.4 r E''A' — ------ INING WALL TYR PEI? SDRSD C-9 2' N I' MAX EXPOSURE 4 -- - - - - - - - I - - - - T UTff PU&/V E4SEMEW MAP IMPROVEMEN7S 7-4 —4 4 9. 4. 4 PRIVATE SM�& RE"DED DRIVEWAY 4 PER 9055 4- 3, 4 ---------------- Civil Engine '.Envvironmon tal "2) 4 44 2 S Avenue San . o, CA 92101 232-9200 (619)232-9210 Fax Consultants, RCE 6 REFERENCES DATE ENCINITAS FIRE DEPARTMENT RE EWE DATE: BENCHMARK SCALE SPECIAL DISTRICT CITY OF6 ENCINITAS ENC-38 2.5' BRASS DISC. IN NE CORNER OF DRAINAGE HORIZONTAL 1"=10' CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF INTERSECTIONNITH EL CAMINO REAL. VERTICAL AS SHO I WN EL:, 37.52 DATUM: NAVD88 PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS REVIEWED BY: REVIEWED B REVIEWED BY. 1-104 02-16-11 , V - L DATE: DATE: DATE: ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED Ao APPROVED BRUCE A. ROBERTSON DATE; BY. sy� e!LA -, ENGINEER R.C.E. NO. � 48529 MASIH MAHER AW GLENN PRUIM EXp. 6-30-2016 DATE- DATE. NEW SHEET kIN MUNICIPAL WATER DISTRICT Z_-10- I.& I DATE: SECTION A —A (N. T S.) CITY OF ENCINIINt- PUBLIC WORKS DEPP PRECISE GRADING PLAN FOR: ENCLAVE�— P SE 11 BERRYMAN CANYON ROAD ENCINITAS, CA 92094 CASE NO. 15-133 DR/CDP (05-167 TPM/CDP) SCALF-1 I' = 101 I— ..,q.. .. r ..t,.. .. ;. .,_f... ..i .' .£.. !. .l. 3 ._F.:. I I .....,. f I r.. { ,., w... w .EASfMENT LEGEND. 2 X 5 RIP RAP ... g + I "'/� —�-- -: _ _... G (EE LE END '.-FdIZ �,. : t ❑ ROAD AND UAL TY PURPOSES>AN -XlSrIIVG EASEMENT T RECORDED ODALE NOSEPTEMBERODWARD 19 ......:.. ... . •.:.-. . m„- •.. -.• -<" , .': .., t 962 INSTRUMENT N0. 161462 OF DFFICIAL RECORDS, 70 B,L� ,.. ..w.. •- <.� � i e < f `�' r :.. r., ,.e .i. �,. €:.... QUt1Ct,AtMED•'Sf+E$E[onl� €„ a . � _. . �.,,.:a:,. :.,. . .::, ..:_ �., t . _.g:.. it . -. :r.. ..3 : .i... _t,,, rt.w .__ _._ 1 £ _. I i r „- 13 AN EXISTING EASEMENT CONTAINED !N DOCUMENT ENTftLE11 . _. _..jj:.. „„_. ,..-m. 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PER 9055-1 n 4.�:. �; ,: DRIVEWAY AS DOC OCTO f i$ 8 R I1, zolq As 9 Q t. Doc, NO:S 210l----------- a .. - -- G�essro, SECTION A —A p ESS/ (N.T,S �R NEWSHEET r P C 6481 ENCINITAS FIRE DEPARTMENT PLANNING DIVISION PARKS. AND RECREATION FIELD OPERATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT { Cxyil Engineering- EnVlronmenfal RCE �N529 �� I$11 - ��A- REVIEWED BY. REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: 244.2 Second Avenue s zo 10 5 0 I, 10 20 30 OF CAS- lismNWT ;� r . San Diego, CA.92101 CIVIL `�'' � 1 (619)232-920f7 (61$)232-9210 Fax: �l�r �` }�( /($'I �f i� N /A I � �A CansUItObtS I C: f CALF DATE: —y��L i�DATEt �- DATE DATE: DATE:. /ji;,,:i> n:... N' ' SCALES 1 10. c - IG BY. DR BY. •� CHANGE, NO . DESCRIPTION APPROVED `DATE B E N C H M A" A CK - DRAWING r RK _ AS --BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WOWS DEPARTMENT WING N0. NEW SHEET REVISE.. !� !� CITY OF ENCINITAS E INT. DATE NC 38 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PRECISE GRADING PLAN FOR: . 'A .. 2.5' BRASS DISC; IN. NE CORNER OF DRAINAGE IA 9- CURB INLET ON THE EAST SIDE OF MANCHESTE.R.Dab PUBLIC WORKS ENCLAVE _ PHASE 11 I� I 4 SZN 2 23 21 N:0 VEER S N E DATE THAi� R 1 v 349 — G AVE. 041 ,MILE SOUTH OF TERSE WITH EL (} ( AA$,,%jpE DATE CAMINO REAL. PLANNING BY.` BY: BERRYMAN CANYON ROAD R.0 E, NO. $�( JESSE OWENS IwKH.iA�rtl ENCINITAS, CA '92024 i; �- 9 REVIEWER ENGIN : EL: 3752 DATUM: NaVD 8 CI ' EXP, (01NIZIDATE: DATE: /f 7 CASE NO: 15-133 DR CDP 05-167 TPM CDP 5 CITY E IN R DATE INSPECTOR % ( % ) SHEET 6AOF 6