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2009-10349 G (Plans)GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISION THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION 2. 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 SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - GRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - GRADING MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADIN APPROVAL AND /OR FINAL RELEASE OF SECURITY AND AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0. 10349 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHE AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND _BADKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED Alf WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL, UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT POUNDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12- INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED 0 OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. i7 -G2 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT IDENTIFICATI NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID FOR YOU DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT: TOLL FREE CALL: 811 TWO WORKING DAYS BEFORE YOU DIG. REVISIONS APPROVED DATE REFERENCES DATE A, GRADING PL AN *WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE ALBIN /S T A H M E R PRIVATE ROAD - CASE N O. 05-167 TPM /C D P /E I A SPECIAL PROVISIONS, AND 1HE FOLLOWING SPECIFICATIONS OF THESE PLANS AND S STANDARD DRAWINGS: ❑STANDARD SPECIFICATIONS 6 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION). GENERAL POTABLE WATER SYSTEM NOTES REQUIRED FOR 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR SUBDIVISION IMPROVEMENT PLANS CONSTRUCTION AND MAINTENANCE WORK ZONES," [7 (1996 EDITION). 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND _, 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER 4. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS. DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER 50' "1 STANDARD DRAWINGS MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL I (WETLAND P' DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON BUFFE 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. THE JOB SITE AT ALL TIMES. i PARCEL 1 ; 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. 3. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD PLANS. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION I I DESCRIPTION STD DWG SYMBOL MEETING WITH THE DISTRICT'S INSPECTOR. m 14 EXIST. EASEMENT ................................. ............................... 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND -. PARCEL 2 s DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE P EXIST. PARCEL MAP BOUNDARY ... ...... DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 7 I LIMITS OF PROP. LOT LINE ........ . 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY WETLAND I PROP. WETLANDS BUFFER . SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. EXIST. 6" ACP WATER LINE PER OMWD DWG. 5594 -M_ _._.. _ _ _ _ - -W - 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF APN 22 EXIST. FENCE LINE ......... EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT 262- 080 -03 Zp 23 1 EXIST. CONTOURS ..... . ...... ............................... - ...... -.. -..... - T95 ® PRIOR TO CONSTRUCTION. 1B 13 I \ 21 I PARCEL 3 PROP. 8" SEWER LINE ....... ..._.........PER 1u013 -L ..................... ...... __._.._..................._.___ ._.___ ._.__........... 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR VARIE SHALL NCTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF I I 9 10 11 12 PROP. SEWER MH ...... PER 10013 -I Milo WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 13 , PROP. SEWER LATERAL... PER 10013 -1 -� 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND 13 SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 _ PARCEL 4 PROP. FIRE HYDRANT..... _ IN HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. _ _ 8 PROJECT PROP. CONTOURS ....... .. G (DIG ALERT PHONE: 811) BOUNDARY 7 8. ALL EXISTING FACILITIES WHICH MAY i- .FFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE 20' WIDE I.O.D. FOR SEWER/ PROP. SPOT ELEVATIONS 16 PARALLELING, OR PROPOSED CONNECTICITS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION EASEMENT `PER PARCEL / D BEGINS. MAP FOR 05 -167 TPM. I I PROP. TOP / 75' PUBLIC /TOE LINE ....... — 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE 40' DRAINAGE EASEMENT APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES APN PER PARCEL MAP PROP. AC PAVEMENT. 4" OVER 6" CIL II BASE.. . INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 262- 080 -28 2B ` APN 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE I I 262- 080 -07 PROPOSED 5' WIDE ROCK -LINED BMP.... . . . ........................... PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. I I TREATMENT SWALE PER DETAIL, SHEET 2. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH PROPOSED 7' WIDE ROCK -LINED BMP... ... .,.. . 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE TREATMENT SWALE PER DETAIL, SHEET 2. PERMITTED. I I PREP. 18" RGP FIRE. ... ' - SID 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW I I PROP, SrORM DMW PIPE" . POINTS IN THE WATER MAIN PROFILE, PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN N PROP. CATCH BASIN......... PER D -7 O METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S _ REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR 100 50 0 100 200 1C 13 APN PROP. CLEAN OUT. ..... ......... .........PER D -9 0 ........ ................ BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS 282- 080 -20 REPRESENTATIVE. — — PROP. WING HEADWALL...... PER D-34-- 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM SCALE IN FEET TENNIS CLUB DRIVE 14 ASIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB SCALE: 1" = 100' PROP. RIP-RAP. ............................PER D- 40........................ OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. I I PROP. "NO PARKING -FIRE LANE" SIGN.......... PER R26 -F 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS EASEMENT LEGEND: STATEMENT OF ENGINEER OF WORK PRIOR WRITTEN CONSENT. 6❑ AN EXISTING EASEMENT GRANTED TO THE COUNT'. 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 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL 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 ENGINEER'S TRADE OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S JANUARY 5, 1929 IN BOOK 1:569, 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 EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO 7 AN EXISTING EASEMENT GRANTED TO OLIVENHAIN : PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. A n 8213629 ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF MUNICIPAL WATER DISTRICT FOR A PIPELINE OR PIPELINES, R 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE RECORDED ON MAY 3, 1961, "INSTRUMENT NO. 76620 OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT OFFICIAL RECORDS. - �� AA.- EXISTIN EASEME lT FOR ,,.,A THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF WHENEVER POSSIBLE. 99 IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCI S AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR 11111 11 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS 1451 Be I BODILY INJU RISING SOL Y FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. AN EXISTING EASEMENT GRANTED TO DALE WOODWARD FOR ENGINEER D IS AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH ROAD AND UTILITY PURPOSES, RECORDED ON SEPTEMBER AGENCY D MPLOYME�/T AND ARISING OUT OF THE 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 UTILITY PURPOSES, F-9] RECORDED ON FEBRUARY 17, 1981, INSTRUMENT NO. /]��r® QROFESS1aN 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE AN EXISTING EASEMENT GRANTED TO THE COUNTY OF SAN 81- 047701 OF OFFICIAL RECORDS. BY: DATE: '�y �° E. q� OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED DIEGO FOR PUBLIC ROAD PURPOSES, RECORDED ON APRIL D UGLAS E. N, RCE 39726 �� 0� 4OC WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. ti o zy a 6, 1967, INSTRUMENT NO. 47464 OFFICIAL RECORDS. 20 AN EXISTING EASEMENT GRANTED TO THE CITY OF ENCINITAS -- RANCHO COASTAL ENGINEERING W C 39726 m 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF FOR EMERGENCY ACCESS PURPOSES, RECORDED DECEMBER 8, � � THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM 2009, INSTRUMENT NO. 2009- 0679928 OF OFFICIAL DOUGLAS E. LOGAN * Exp. 12/31/11 FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN 1O AN EXISTING EASEMENT GRANTED TO THE COUNTY OF SAN RECORDS. 1635 RANCHO SANTA FE ROAD SUITE 20 -- so CfVlu �r THAT SPECIFICATION. DIEGO FOR PUBLIC ROAD PURPOSES, RECORDED ON SAN MARCOS, CA 92078 ` qrF OF CAt.1EO�`' NOVEMBER 6, 1967, INSTRUMENT NO. 173549 OF OFFICIAL 21 AN EXISTING EASEMENT FOR PRIVATE ROAD PURPOSES, PHONE (760) 510 -3152 CE A. ROBERTSON RCE N0. P9529 bA rE 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE RECORDS. RECORDED DECEMBER 14, 2009, INSTRUMENT NO. RCE`NO.: C39726 REC CONSULTANTS, INC,. PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF 2009- 0689114 OF OFFICIAL RECORDS. EXP. DATE: 12 -31 -11 2442 SECOND AYENUE QL PIPES AND APPURTENANCES. 11 AN EXISTING EASEMENT GRANTED TO THE COUNTY OF SAN OWNER'S CERTIFICATE SAIV P1560, CA 92101 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF DIEGO FOR PUBLIC ROAD PURPOSES, RECORDED 22 AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA (611) 23Z -4200 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 RECORDS. 14, 2010 , INSTRUMENT NO. 201 0 - 01 846 22 OF OFFICIAL BEEN (WE) WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND / WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY & PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE RECORDS. ADVISE ON THE COMP CTION ND STA ILITY OF THIS PROJECT. DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND CSEe 23 AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA / �z ?40 TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 12 Afi EXISTING EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR PUBLIC ROAD PURPOSES, RECORDED ON COASTAL COMMISSION DEED RESTRICTION, RECORDED JULY OWNER DATE: Z 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED SEPTEMBER 18, 1968, INSTRUMENT NO. 161776 OF 22, 2010 , INSTRUMENT NO. 2010- 0367873 OF OFFICIAL IN WRITING BY THE DISTRICT. OFFICIAL RECORDS. RECORDS. - OWNER DATE:�;d 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN F419TINA EASEMENT FOR R Af ANB I ITII ITV nl lRPE)SE - -IC-A-1 ­111MER ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. 13 AN EXISTING EASEMENT CONTAINED IN DOCUMENT ENTITLED TLOfcoevinao To GnoGICIGIV i oi� icono nlao o iio i rvici vow P �1\ I 111EE Bu 81F GRANT BEED REG. 12 36 2881 AS 1396. OWN "AN AGREEMENT" FOR ROADWAY AND UTILITY PURPOSES, N®. gBg$ 1229811, G.R. OWNER DATE: �6/= Sosag �,yGR RECORDED ON JANUARY 21, 1972, INSTRUMENT NO. 15917 ZI DEVELOOME111'iSOLU7/0011 ENCLAVE, LLC OF OFFICIAL RECORDS. 130Y cmanyO AEL MAC * EASEMENT INFORMATION PER PRELIMINARY TITLE REPORT o 1q��411xgN_- ,€NCMUTAS,_GA 920 4 7 PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY ADDRESS: DEL MAR, CA 120/¢ X B AN EXISTING EASEMENT FOR ROAD AND UTILITY (8s &I as9 °6s ®o - DATED 10 -20 -2010 AS ORDER N0. NCS- 399489 -SD 33,94' -35 PURPOSES PER _ .. GRANT DEED REC. ASSESSOR'S PARCEL NO.: 262 -080 -� 32, TVAD &14 T A.& 1094 03 -31 -1999 AS DOC. NO. 1999 - 0213629, O.R. - r O.M.W.D. ENCINITAS FIRE DEPARTMENT BUILDING & PLANNING DEPARTMNT PUBLIC WORKS PARKS AND RECREATION DISTRICTAPPROJAL.PROT.NO.W590I BMP PROJECT STATUS •I ,l Z 1 18 • PRIORITY //4HP _K 47 J IEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: E • ROCK -LINED SWALE TO BE MAINTAINED BY OWNERS • T OF PARCELS 1, 2, 3, & 4 OF PARCEL MAP. ,� Z e ! u - €�-P . SIG ATUR E I S< 2 YEARS DATE: MAINTENANCE AGRE MENT DOC: (° Cf\( ` C, Y FRO DA SIGNED. DATE: DATE: DATE: DATE: WDI® NQ RECORDED DATE: REFERENCE NEW G7 3 7 6 3 7472 -. BENCHMARK SCALE SPECIAL (STRICT DES( ED BY DRAWNIIBY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT STATION: ENG - 36 PIL S PREPAR UNDER THE SUPERVISION OF RECOMMENDED( APPRO D GRADING PLANS FOR: STATION ID: 1038_ ALBIN /STAHMER PRIVATE ROAD ELEVATION: 37.521' DATE: Li i� ,, DATUM: NAVD 88, U.S. SURVEY FEET HORIZONTAL: N/A BY: ' /✓ 1 BY: - BERRYMAN CANYON ROAD DESCRIPTION: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE — CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. R.C.E. NO.: 69726 MASMASH IAAHER PETER COTA- ROBLES ENCINITAS, CA 92024 0.1 MILES SOUTH OF INTERSECTION W/ EL CAMINO REAL. VERTICAL: N/A DOUGLAS E. LOGAN EXP. 12-31-11 L DATE- 12/27110 DATE: CASE N0. 05 -167 TPM /CDP /ETA Z: \Projects \5907 — Albin \5907GP01— MYLAR.dwg Dec 02, 2010 1:55pm Xrefs: 5907GP00; 5907 —MAP r bra C: i 1 rel ►o. 10349 -G SHEET 1 OF Z5 O U 'D V/ O W Z_ U LIJ (Il Lu Z 00 Z W J _J Q Q � ~ W U7 Q � O U ON zl Q O In w :2O Q 1D Z � �o Z Li Ld W Z_ Z CD O z = W O_ A EARTHWORK: LEGAL DESCRIPTION: CUT. 1,121 c 9161P. --469 GGIJ )96 THAT PORTION OF THE SOUTHEAST FILL: 1,1Z/ O.Y. CIE± - T QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH, XPORT.' O L.Y RANGE 4 WEST, S.B.M. IN THE CITY OF REMEDIAL: 5,46C� L.Y. ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF. r 5 n o OWNER: A,. TI_I n Q W AT 1" �., AcCn A Inl I A „II 1 AlJr�l]LVG _ 0 Q CA.I n'EGO GA 92122 ENCINITAS .� v BLVD. J Ld GAR O_ A16113 ,.1 CTA11MER 383 6PRU6EW9e9-f)Ri arAl/1MFFI C nA n�ln•]A O ��C11� �CZ T1 An U w SITE ADDRESS: SANTA FE SITE BERRYMAN CANYON RD. ENYON ENCINITAS, CANYON � NNIS CLUB DRIVE i7 -G2 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT IDENTIFICATI NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID FOR YOU DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT: TOLL FREE CALL: 811 TWO WORKING DAYS BEFORE YOU DIG. REVISIONS APPROVED DATE REFERENCES DATE A, GRADING PL AN *WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE ALBIN /S T A H M E R PRIVATE ROAD - CASE N O. 05-167 TPM /C D P /E I A SPECIAL PROVISIONS, AND 1HE FOLLOWING SPECIFICATIONS OF THESE PLANS AND S STANDARD DRAWINGS: ❑STANDARD SPECIFICATIONS 6 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION). GENERAL POTABLE WATER SYSTEM NOTES REQUIRED FOR 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR SUBDIVISION IMPROVEMENT PLANS CONSTRUCTION AND MAINTENANCE WORK ZONES," [7 (1996 EDITION). 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND _, 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER 4. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS. DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER 50' "1 STANDARD DRAWINGS MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL I (WETLAND P' DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON BUFFE 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. THE JOB SITE AT ALL TIMES. i PARCEL 1 ; 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. 3. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD PLANS. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION I I DESCRIPTION STD DWG SYMBOL MEETING WITH THE DISTRICT'S INSPECTOR. m 14 EXIST. EASEMENT ................................. ............................... 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND -. PARCEL 2 s DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE P EXIST. PARCEL MAP BOUNDARY ... ...... DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 7 I LIMITS OF PROP. LOT LINE ........ . 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY WETLAND I PROP. WETLANDS BUFFER . SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. EXIST. 6" ACP WATER LINE PER OMWD DWG. 5594 -M_ _._.. _ _ _ _ - -W - 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF APN 22 EXIST. FENCE LINE ......... EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT 262- 080 -03 Zp 23 1 EXIST. CONTOURS ..... . ...... ............................... - ...... -.. -..... - T95 ® PRIOR TO CONSTRUCTION. 1B 13 I \ 21 I PARCEL 3 PROP. 8" SEWER LINE ....... ..._.........PER 1u013 -L ..................... ...... __._.._..................._.___ ._.___ ._.__........... 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR VARIE SHALL NCTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF I I 9 10 11 12 PROP. SEWER MH ...... PER 10013 -I Milo WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 13 , PROP. SEWER LATERAL... PER 10013 -1 -� 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND 13 SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 _ PARCEL 4 PROP. FIRE HYDRANT..... _ IN HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. _ _ 8 PROJECT PROP. CONTOURS ....... .. G (DIG ALERT PHONE: 811) BOUNDARY 7 8. ALL EXISTING FACILITIES WHICH MAY i- .FFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE 20' WIDE I.O.D. FOR SEWER/ PROP. SPOT ELEVATIONS 16 PARALLELING, OR PROPOSED CONNECTICITS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION EASEMENT `PER PARCEL / D BEGINS. MAP FOR 05 -167 TPM. I I PROP. TOP / 75' PUBLIC /TOE LINE ....... — 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE 40' DRAINAGE EASEMENT APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES APN PER PARCEL MAP PROP. AC PAVEMENT. 4" OVER 6" CIL II BASE.. . INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 262- 080 -28 2B ` APN 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE I I 262- 080 -07 PROPOSED 5' WIDE ROCK -LINED BMP.... . . . ........................... PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. I I TREATMENT SWALE PER DETAIL, SHEET 2. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH PROPOSED 7' WIDE ROCK -LINED BMP... ... .,.. . 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE TREATMENT SWALE PER DETAIL, SHEET 2. PERMITTED. I I PREP. 18" RGP FIRE. ... ' - SID 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW I I PROP, SrORM DMW PIPE" . POINTS IN THE WATER MAIN PROFILE, PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN N PROP. CATCH BASIN......... PER D -7 O METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S _ REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR 100 50 0 100 200 1C 13 APN PROP. CLEAN OUT. ..... ......... .........PER D -9 0 ........ ................ BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS 282- 080 -20 REPRESENTATIVE. — — PROP. WING HEADWALL...... PER D-34-- 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM SCALE IN FEET TENNIS CLUB DRIVE 14 ASIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB SCALE: 1" = 100' PROP. RIP-RAP. ............................PER D- 40........................ OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. I I PROP. "NO PARKING -FIRE LANE" SIGN.......... PER R26 -F 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS EASEMENT LEGEND: STATEMENT OF ENGINEER OF WORK PRIOR WRITTEN CONSENT. 6❑ AN EXISTING EASEMENT GRANTED TO THE COUNT'. 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 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL 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 ENGINEER'S TRADE OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S JANUARY 5, 1929 IN BOOK 1:569, 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 EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO 7 AN EXISTING EASEMENT GRANTED TO OLIVENHAIN : PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. A n 8213629 ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF MUNICIPAL WATER DISTRICT FOR A PIPELINE OR PIPELINES, R 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE RECORDED ON MAY 3, 1961, "INSTRUMENT NO. 76620 OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT OFFICIAL RECORDS. - �� AA.- EXISTIN EASEME lT FOR ,,.,A THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF WHENEVER POSSIBLE. 99 IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCI S AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR 11111 11 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS 1451 Be I BODILY INJU RISING SOL Y FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. AN EXISTING EASEMENT GRANTED TO DALE WOODWARD FOR ENGINEER D IS AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH ROAD AND UTILITY PURPOSES, RECORDED ON SEPTEMBER AGENCY D MPLOYME�/T AND ARISING OUT OF THE 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 UTILITY PURPOSES, F-9] RECORDED ON FEBRUARY 17, 1981, INSTRUMENT NO. /]��r® QROFESS1aN 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE AN EXISTING EASEMENT GRANTED TO THE COUNTY OF SAN 81- 047701 OF OFFICIAL RECORDS. BY: DATE: '�y �° E. q� OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED DIEGO FOR PUBLIC ROAD PURPOSES, RECORDED ON APRIL D UGLAS E. N, RCE 39726 �� 0� 4OC WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. ti o zy a 6, 1967, INSTRUMENT NO. 47464 OFFICIAL RECORDS. 20 AN EXISTING EASEMENT GRANTED TO THE CITY OF ENCINITAS -- RANCHO COASTAL ENGINEERING W C 39726 m 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF FOR EMERGENCY ACCESS PURPOSES, RECORDED DECEMBER 8, � � THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM 2009, INSTRUMENT NO. 2009- 0679928 OF OFFICIAL DOUGLAS E. LOGAN * Exp. 12/31/11 FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN 1O AN EXISTING EASEMENT GRANTED TO THE COUNTY OF SAN RECORDS. 1635 RANCHO SANTA FE ROAD SUITE 20 -- so CfVlu �r THAT SPECIFICATION. DIEGO FOR PUBLIC ROAD PURPOSES, RECORDED ON SAN MARCOS, CA 92078 ` qrF OF CAt.1EO�`' NOVEMBER 6, 1967, INSTRUMENT NO. 173549 OF OFFICIAL 21 AN EXISTING EASEMENT FOR PRIVATE ROAD PURPOSES, PHONE (760) 510 -3152 CE A. ROBERTSON RCE N0. P9529 bA rE 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE RECORDS. RECORDED DECEMBER 14, 2009, INSTRUMENT NO. RCE`NO.: C39726 REC CONSULTANTS, INC,. PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF 2009- 0689114 OF OFFICIAL RECORDS. EXP. DATE: 12 -31 -11 2442 SECOND AYENUE QL PIPES AND APPURTENANCES. 11 AN EXISTING EASEMENT GRANTED TO THE COUNTY OF SAN OWNER'S CERTIFICATE SAIV P1560, CA 92101 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF DIEGO FOR PUBLIC ROAD PURPOSES, RECORDED 22 AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA (611) 23Z -4200 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 RECORDS. 14, 2010 , INSTRUMENT NO. 201 0 - 01 846 22 OF OFFICIAL BEEN (WE) WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND / WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY & PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE RECORDS. ADVISE ON THE COMP CTION ND STA ILITY OF THIS PROJECT. DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND CSEe 23 AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA / �z ?40 TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 12 Afi EXISTING EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR PUBLIC ROAD PURPOSES, RECORDED ON COASTAL COMMISSION DEED RESTRICTION, RECORDED JULY OWNER DATE: Z 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED SEPTEMBER 18, 1968, INSTRUMENT NO. 161776 OF 22, 2010 , INSTRUMENT NO. 2010- 0367873 OF OFFICIAL IN WRITING BY THE DISTRICT. OFFICIAL RECORDS. RECORDS. - OWNER DATE:�;d 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN F419TINA EASEMENT FOR R Af ANB I ITII ITV nl lRPE)SE - -IC-A-1 ­111MER ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. 13 AN EXISTING EASEMENT CONTAINED IN DOCUMENT ENTITLED TLOfcoevinao To GnoGICIGIV i oi� icono nlao o iio i rvici vow P �1\ I 111EE Bu 81F GRANT BEED REG. 12 36 2881 AS 1396. OWN "AN AGREEMENT" FOR ROADWAY AND UTILITY PURPOSES, N®. gBg$ 1229811, G.R. OWNER DATE: �6/= Sosag �,yGR RECORDED ON JANUARY 21, 1972, INSTRUMENT NO. 15917 ZI DEVELOOME111'iSOLU7/0011 ENCLAVE, LLC OF OFFICIAL RECORDS. 130Y cmanyO AEL MAC * EASEMENT INFORMATION PER PRELIMINARY TITLE REPORT o 1q��411xgN_- ,€NCMUTAS,_GA 920 4 7 PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY ADDRESS: DEL MAR, CA 120/¢ X B AN EXISTING EASEMENT FOR ROAD AND UTILITY (8s &I as9 °6s ®o - DATED 10 -20 -2010 AS ORDER N0. NCS- 399489 -SD 33,94' -35 PURPOSES PER _ .. GRANT DEED REC. ASSESSOR'S PARCEL NO.: 262 -080 -� 32, TVAD &14 T A.& 1094 03 -31 -1999 AS DOC. NO. 1999 - 0213629, O.R. - r O.M.W.D. ENCINITAS FIRE DEPARTMENT BUILDING & PLANNING DEPARTMNT PUBLIC WORKS PARKS AND RECREATION DISTRICTAPPROJAL.PROT.NO.W590I BMP PROJECT STATUS •I ,l Z 1 18 • PRIORITY //4HP _K 47 J IEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: E • ROCK -LINED SWALE TO BE MAINTAINED BY OWNERS • T OF PARCELS 1, 2, 3, & 4 OF PARCEL MAP. ,� Z e ! u - €�-P . SIG ATUR E I S< 2 YEARS DATE: MAINTENANCE AGRE MENT DOC: (° Cf\( ` C, Y FRO DA SIGNED. DATE: DATE: DATE: DATE: WDI® NQ RECORDED DATE: REFERENCE NEW G7 3 7 6 3 7472 -. BENCHMARK SCALE SPECIAL (STRICT DES( ED BY DRAWNIIBY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT STATION: ENG - 36 PIL S PREPAR UNDER THE SUPERVISION OF RECOMMENDED( APPRO D GRADING PLANS FOR: STATION ID: 1038_ ALBIN /STAHMER PRIVATE ROAD ELEVATION: 37.521' DATE: Li i� ,, DATUM: NAVD 88, U.S. SURVEY FEET HORIZONTAL: N/A BY: ' /✓ 1 BY: - BERRYMAN CANYON ROAD DESCRIPTION: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE — CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. R.C.E. NO.: 69726 MASMASH IAAHER PETER COTA- ROBLES ENCINITAS, CA 92024 0.1 MILES SOUTH OF INTERSECTION W/ EL CAMINO REAL. VERTICAL: N/A DOUGLAS E. LOGAN EXP. 12-31-11 L DATE- 12/27110 DATE: CASE N0. 05 -167 TPM /CDP /ETA Z: \Projects \5907 — Albin \5907GP01— MYLAR.dwg Dec 02, 2010 1:55pm Xrefs: 5907GP00; 5907 —MAP r bra C: i 1 rel ►o. 10349 -G SHEET 1 OF Z5 O U 'D V/ O W Z_ U LIJ (Il Lu Z 00 Z W J _J Q Q � ~ W U7 Q � O U ON zl Q O In w :2O Q 1D Z � �o Z Li Ld W Z_ Z CD O z = W O_ �STERL�A W OR E� I 4,' � j t 6,3 FCC FC W. I' r f� ARCEL 1 d 05 -16 INSTRUMENT N rxCb o � � ROCK —UNED BMP SWALE SEE DETAIL BUILDING ENVELOPE _..._..� ..._.._.._.. M I I " i 165 � t 1 i BUILDING ENVELOPE d° I w T Y EDGE OF -,. / / _,A -- -- - 15 ARCEL 2 1` 1 i ji ,�r0 1 t'I0" 3 ;1 FILL 1 �_.__ PARCEL 3 � TPM 05 -16 //.. m N, NN it i ., _..., 0 \ 48 L.F. rn- HORNER APN ROCK -LINED BMP _._ "c3 w . PROPERTY 262 - 080 -04 ° T� -I SWALE CONSTRUCTED "`" ROCK- BMP I tt16 t i V ITH NO. BACKING SWALE SE AIL CONSTRUCTION NOTES: `a I 13 O1 APPROXIMATE LOCATION OF EXISTING 6" WATER MAIN PER O.M.W. DWG. ' �f XIS 5594 -M. EXACT LOCATION TO BE FIELD VERIFIED BY CONTRACTOR. EASEMENT LEGEND: E A ` 40 MIN. EASE ENT PER 26 1D 13 2O CONSTRUCT 24' OF A.C. PAVED SURFACE PER CROSS- SECTION e 8❑ AN EXISTING EASEMENT GRANTED TO DALE WOODWARD FOR ROAD AN �)>•STING I 24 _ UTILITY PURPOSES, RECORDED ON SEPTEMBER 19, 1962, INSTRUMENT GROU O3 CONSTRUCT BMP TREATMENT SWALE PER DETAIL e NO. 161482 OF OFFICIAL RECORDS. 5 2' 12 12 13 AN EXISTING EASEMENT CONTAINED IN DOCUMENT ENTIT AN 2% 4O NO. 3 BACKING RIPRAP, PER D -40, OVER 1 -FOOT FILTER BLANKET OF AGREEMENT" FOR ROADWAY AND UTILITY PURPOSES, D ON I `' 3/is D.G. OVER SAND. JANUARY 21, 1972, INSTRUMENT NO. 15917 OF ORIDS i' i '.1111 5O INSTALL ADDITIONAL D.G. TO TRANSITION PROPOSED IMPROVEMENTS INTO 1 g t4 AN EXISTING 31.59' EASEMENT FOR ROAD N P R S PER _ ' �� L' ` ` 4" AC / 6" EXISTING UNIMPROVED ROAD. PARCEL 2 OF GRANT DEED REC. 03 -31 -1 S C. OSED ROCK LINED SH 6'x16" P.C.C. CL II BASE 1999 - 0213629, O.R. WALE FOR TREATMENT CURB, EXTEND BASE MIN. 6O PROPOSED PRIVATE SEWER MAIN INSTALLED PER 10013 -I, SUBJECT TO &DRAINAGE. SEE DETAIL UNDER CURB. FUTURE CITY ACCEPTANCE. SEWER FACILITY OPERATING AGREEMENT 1D AN EXISTING EASEMENT FOR ROAD AND UTILIT RPOS PER PARCEL TYPICAL SECTION PER DOC. NO. p(- 000q� ?2 RECD 4 OF GRANT DEED REC. 03 -31 -1999 AS NO. 1 13629, O.R. REQUIREdO !3Y '00c. aolr -bO6 �ec.SGK'f,�201� - ADJU T 7 N. 0 I 'I to 11 O 18 � - " "_ 164.85 RIM M �S� 163.30 FL(IN); B OPENINGS 8 APN 161.301E(OUT) 262- 080 -03 ,8" RCP V -3.55; EXIST. ARCEL 4 M _05 -16 ADf - > 1 Qt nn =5.99 cfs V100 =2.62 fps 7' TYP. INSTALL 6' WIDE x 10' LONG x 0.6' THICK #3 BACKING RIP -RAP, PER D -40, OVER 0.6' FILTER ROCK— LINING BLANKET OF 3/1s" D.G. ' 'OVER _SAND. (SEE NOTE 2) ESMT 6n- BUILDING j .N VELD 3' PARCEL • BUFFER /� RAIL BUFFER . LONG 50' BUFFER GROUND 2" ENT SWALE 15 ° ALONG 50 -FOOT BUFFER M ° NOT TO SCALE EXIST. P.C.C. BROW DITCH NOTES: TO BE REMOVED & 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. aOI/ "0066436 n DATED &rt I4. 1.0tl . rn ROCK LINED BMP 2. CONSTRUCT USING 2 -INCH STONE SWALE SEE DETAIL ROCK- LINING, DEPRESSED 1" BELOW GRADE. {I t t` 1 APN f{ `r ` 262- 080 -07 i I � r' 160.16 FL- OUT I MATCH EXIST. FL• ,14 IN BROW DITCH`y� 1Tt DRIVABLE j SURFACE.. 5 .. ...... - \ �n `� \ 167.0 RIM 9 / 160.7 IL(IN) 160.6 IE(OUT) �.. I V =6.40' ESMT. PLAN: PRIVATE DRIVEWAY 4 -INCH P OTTED DRAIN FROM BMP SW "C" THIS SHEET 2:1- SLOPE VARIES 1 CONTRACTOR'S NOTE THE SITE SHALL BE SECURED DAILY AFTER GRADING WITH GEOTEXTILES, MATS AND FIBER ROLLS; ONLY AS MUCH GRADING AS CAN BE SECURED DAILY SHALL BE PERMITTED. VARIES 7' TYP. SCALE: 1" = 20' �� INAGE DITCH 0 1.4% 1 ROCK— LINING EXIST. -_� (SEE NOTE 2) ESMT 2 %t 2:1 FLUSH 6 "x16" P.C.G. PROPOSED CURB, EXTEND BASE PARCEL UNDER CURB. .�. \ 6" 2 4 -INCH P OTTED DRAIN FROM BMP SW "C" THIS SHEET 2:1- SLOPE VARIES 1 CONTRACTOR'S NOTE THE SITE SHALL BE SECURED DAILY AFTER GRADING WITH GEOTEXTILES, MATS AND FIBER ROLLS; ONLY AS MUCH GRADING AS CAN BE SECURED DAILY SHALL BE PERMITTED. VARIES 7' TYP. �� INAGE DITCH 0 1.4% 1 ROCK— LINING 1 (SEE NOTE 2) 2 %t 2:1 MAX 1 3" ROCK Xl C \ 6" 2 BERRYMAN CANYON (PRIVATEI A `� \L/ S MANHOLES TO MATCH FINISHED SU F C 1 E AN EXISTING 40 EASEMENT FOR RO ND U ES PER OUTLET INTO SWALE RAP BASIN. PARCEL 5 OF GRANT DEED REC. 31 -1999 NO. CUT PIPE END PARALL SLOPE. MAX 6" -Y4' ROCK 0 O CONSTRUCT TYPE S CATCH BASIN PER D -7. V =3.55' OPENINGS ON 1999 - 0213629, O.R. NOT TO SCALE 4" -PVC BOTH NORTH AND SOUTH SIDES. 20 AN EXISTING EASEMENT NTED TO THE CITY OF ENCINITAS FOR EXIST. SLOTTED Cn O9 CONSTRUCT TYPE "A" CLEANOUT PER D -9, V= 6.40'. EMERGENCY ACCES POSES, RECORDED DECEMBER 8, 2009, ESMT Ld INSTRUMENT NO. 9- 0679928 OF OFFICIAL RECORDS. VARIES 5' TYP. 2' 2, DRAIN 3, 2, Z 0 DRAINAGE DITCH IN. TYP. MIN. 10 INSTALL 18° R.C.P. ®0.8 %. ( 0 2.0% MIN /3.5% MAX EDGE OF w 21 AN EXISTI ASEMENT FOR PRIVATE ROAD PURPOSES, RECORDED ROCK- LINING PROP. Ld CD 11 EXISTING WATER VALVES TO BE ADJUSTED TO MEET PAVED FINISHED ❑ DECEM 14, 2009, INSTRUMENT NO. 2009 - 0689114 OF OFFICIAL I O NOTE 2) %t ;v PAVEMENT BMP T TMENT SWALE DETAIL z O SURFACE. RE S. ( 2: NOT TO SCALE D (5 p EXIST. i 12 CONSTRUCT FIRE TURNAROUND 36 -FOOT RADIUS OF A.C. PAVED N EXISTING EASEMENT REFERRED TO AS CALIFORNIA COASTAL GROUND '' ��� ?Z MAX ��i�' / NOTES: w SURFACE. COMMISSION DEED RESTRICTION, RECORDED APRIL 14, 2010 :1\ ��� / 1. TO BE PRIVATELY MAINTAINE OT TO BE MODIFIED W/O CITY PERMIT PER J J INSTRUMENT NO. 2010 - 0184622 OF OFFICIAL RECORDS. 2:1 6" 2�3" ROCK /Z /� ® Q MAX MAINTENANCE AGREEMENT DOC. DATED �. 13 PROPOSED 16' PRIVATE DRIVEWAY PER 10013 -G. 6" 4a' ROCK LUSH 6 "x16" g ��E A RoBERI'SON r' / a 23 AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA COASTAL P.C.C. CURB Ld COMMISSION DEED RESTRICTION, RECORDED JULY 22, 2010 4 -PVC 2. CONSTRUCT USING 2 -INCH STONE ROC 'ING, UNLESS OTHERWISE STATED IN 14 CONSTRUCT WING HEADWALL PER D -34. SLOTTED PLAN O INSTRUMENT N0. 2010 - 0367873 OF OFFICIAL RECORDS. VARIES 3' DRAIN 1' 15 END FULL A.C. ROAD IMPROVEMENT ® SOUTHERLY BO RY OF 11 (TYPO) TYP• 04 PARCEL MAP. 2B EXISTING 40' EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL O Ln B OF GRANT DEED REC. 12 -30 -2004 AS DOC. N0. 2004 - 1229811, O.R. N \ ENGINEERING BMP TREATMENT SWALE DETA1� PR �� 16 TRANSITION 4 —INCH SLOTTED DRAIN INTO RIP P. o q� ,- �H,01 L \\ PROPOSED DRAINAGE EASEMENT PER PARCEL MAP. E. Z I SEE BMP TREATMENT SWALE DETAIL D NOT TO SCALE y o�� °� 2� S I a 9 u r c e D e v e l o p m e a t C o a s u l t a o t < ❑N PROPOSED 20' WIDE I.O.D. FOR SEWER EASEMENT PER PARCEL MAP. NOTES: B m 20 10 0 20 40 60 L 17 INSTALL FIRE HYDRANT PER O.M. STANDARD DWG. NO. C -1.1. 1. TO BE PRIVATELY MAINTAINED & NOT TO BE MODIFIED W/O CITY ERVIT PER w c 3s22s � 16 RANCHO SANTA FE #204 Exp. 12/31/11 LLJ ^ * EASEMENT INFORMATION PER PRELIMINARY TITLE REPORT PROVIDED MAINTENANCE AGREEMENT DOC.20It-000&g3� DATED a rY,7L011• it it SA t COS, CA. 92078 g O 18 "NO PARKING - FIRE LAN GN PER CITY STANDARD R26 -F FOR BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED 10-20-2010 sr clvl� P SCALE IN FEET PRIVATE ROADS. (TYPI AS ORDER N0. NCS- 399489 —SD 2. CONSTRUCT USING 2 —INCH STONE ROCK— LINING, UNLESS OTHERWISE STATED IN 9TF OF CAO F�� SCALE: 1" = 20' (760) 510 -3152 (760) 510 -3153 Fax z PLAN REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIG -D BY D WN BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMEN1 ING NO. 0 BMW. 77 Z Lli 2.111115 STATION: : 1 — 38 PLA S` PREPARED NDER THE SUPERVISION OF RECOMMENDED APPRO D GRADING PLANS FOR: STATION I: 7.52 ALBIN /STAHMER PRIVATE ROAD w ELEVATION: 37.521' DATE: �f' 0 _ ^ z O DATUM: ION: 88, U.S. SURVEY FEET HORIZONTAL: 1 ' =20 gy; BY: - BERRYMAN CANYON ROAD �r1 DESCRIPTION: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE R.C.E. NO.: 39726 MASIH MAHER PETER COTA- A0_ � CA 92024 BLES ENCINITAS CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. — z 0.1 MILES SOUTH OF INTERSECTION W/ EL CAMINO REAL. VERTICAL: �A DOUGLAS . LOGAN W EXP. 12 -31 -11 DATE: 12T 2� 1 O DATE: CASE NO. 05 -167 TPM /CDP /EIA SHEET 2 OF 3 Z: \Projects \5907 — Al bin \5907GP02— MYLAR.dwg Dec 02, 2010 1:18pm Xrefs: 5907GP00; 5907 —TOPO; 5894BASEA; 5894BASEC; 5907BASE; 5907 —MAP FL r1�J ZfJ��:� I I l 20' OMWD EASEMENT PER DOC. RECD 05 -03 -61 AS I I Il ( INSTRUMENT NO. 76620, O.R. DELTA BEARING RADIUS DISTANCE I REMARKS 1 / WESTERLY R.O.W. LINE,,- FOR EL CAMINO REAL N 0'52'29" E - Y) - WILY EDGE OF J - 2 v WETLANDS - <u i \ - 3 m S 89'20'51" E - 164.3 TW 2 -6" HDPE (PRIVATE 4 i s S 12'03'21" E - 66.37' 3 5 o �� �AFICrI 2 - Cq 02 7PJJAJ 05--Y� 15'j,' 162.5 FG oo�a ° _ P11/1 20853 1726 S.F. FL r1�J ZfJ��:� I I l 20' OMWD EASEMENT PER DOC. RECD 05 -03 -61 AS I I Il ( INSTRUMENT NO. 76620, O.R. FINE GRARI JIG I m 166.34 FL THIS AREA f0 BE APPROVED BY I -� LIMITS OF GRADING O.M.W.D. PRIOE� TO 1 IMITS OF 166.6 FL COMMENC N�± ' WORK GRADING TI I i \ �r BUILVELO E oo �j PAD EL= 167.3 // F� = BUILDING 25 ENVELOPE - - - / / (PAD �E25 169.5 SPLIT -RAIL FENCE \ \ 21 w 20 g w 0 V) LLJ IN W (N I I I i V l APJJ I I I HORNER ZZ�JJ�J� PROPERTY 3 CONSTRUCT /ON NOTS: - o O EX /STING 6 WATER MAIN PER O.M.W.D. DWG. 5594 -M TO BE o REMOVED. A ° 2O CONSTRUCT 24' OF A. C. PAVED SURFACE PER CROSS- SECTION. � 2B 3O DECORATIVE RET. WALL PER RSD C -1 5' -4" MAX. a --M 3 BACKING RIPRAP, PER D -4Q OVER 1 -FOOT FILTER BLANKET OF 3 /s' D.G. OVER SAND. E 5O INSTALL ADDITIONAL D.G. TO TRANSITION PROPOSED IMPROVEMENTS INTO EXISTING UNIMPROVED ROAD. © PROPOSED PRIVATE SEWER MAIN INSTALLED PER 10013 -4 SUBJECT TO a FUTURE CITY ACCEPTANCE. SEWER FACILITY OPERATING AGREEMENT PER DOC. a NO 2011-0006433 RECD JAN 4, 2011. REQUIRED BY DOC. 2011-0064j4 N REC. JAN 4, 2011. O7 ADJUST MANHOLES TO MATCH FINISHED SURFACE. E © 7' W /DE PRIVATE DRAINAGE EASEMENT PER DOC No.------ - - - - -, DATED O9 4' WIDE GRASSY SWALE, SEE DETAIL ON SHEET 2B. a 10 INSTALL PVT. 2 -6" HDPE SO ® 0.79 ii EXISTING BOLLARDS TO BE REMOVED i2 PROPOSED LUG CONNECTION PER D -63 13 PROPOSED 24' PRIVATE DRIVEWAY PER 12335 -G W 14 CONNECT TO EXISTING BROOKS BOX PER 9055 -G 15 D.G. SURFACE WITH BINDING AGENTS COMPACTED TO 909 (5" MINIMUM THICKNESS) 16 CONSTRUCT TYPE 'B" CURB INLET PER D -2 O STA 1105.00 - INSTALL F.H. ASSY. PER O.M.W.D. STD. DWG, C -1.1 W 11 -4" & 0 17 2 -2 112" NTS OUTLETS GUARD POST PER O.M.W.D. STD. DWG. E -1.4 18 "NO PARKING - FIRE LANE" SIGN PER CITY STANDARD R26 -F FOR PRIVATE ROADS (TYPICAL) M 19 CONSTRUCT PVT. 18"X18" BROOKS GRADED INLET OR EQUAL t 20 ANY SURVEY MONUMENT SHOWN ON PARCEL MAP 20853 AND REFERENCED ON THIS PLAN THAT IS DESTROYED OR DISTURBED BY CONSTRUCT /ON SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD SHALL BE FILED WITH THE COUNTY. ° 21 INSTALL PVT. 12" HDPE 0 0.79 FOR FUTURE DEVELOPMENT a 22 CONSTRUCT PVT. A -4 CLEANOUT PER D -9 w Q 10' INLET TRANSITION PER PER SDG -110 ® INSTALL PVT. 12" HDPE SO 0 19 t ©5 PAD TO DRAIN AT 19 FROM HIGH POINT o Qg'IESS /p, w Civil Engineering • Environmental F- RCE 48529 ao 2442 Second Avenue * pXP 6/30/16 r San Diego, CA 92101 sf C IVIV �Q a (619)232-9200 (619)232 -9210 Fax 9jFOf CA0��� r Consultants, Inc. CIO �1Q 0) co tD o SEE 90' BEND DETAIL ON SHEET _.CUT & END CAP EXIST. 6" WTR MAIN J // 1 R, W U O WATERLINE DATA - - - L/C DELTA BEARING RADIUS DISTANCE I REMARKS 1 - N 0'52'29" E - Y) - WILY EDGE OF J - 2 v WETLANDS - <u i \ - 3 m S 89'20'51" E - 164.3 TW 2 -6" HDPE (PRIVATE 4 160.00 TF S 12'03'21" E - 66.37' 3 5 o �� �AFICrI 2 - Cq 02 7PJJAJ 05--Y� 15'j,' 162.5 FG oo�a ° _ P11/1 20853 1726 S.F. M • 160.00 IF M : 9055 -/ 7.61 TC BUILDING 0 o 1 ENVELOPE BOR /LANDS UF E 165.12 FL 165.3 TW D FINE GRARI JIG I m 166.34 FL THIS AREA f0 BE APPROVED BY I -� LIMITS OF GRADING O.M.W.D. PRIOE� TO 1 IMITS OF 166.6 FL COMMENC N�± ' WORK GRADING TI I i \ �r BUILVELO E oo �j PAD EL= 167.3 // F� = BUILDING 25 ENVELOPE - - - / / (PAD �E25 169.5 SPLIT -RAIL FENCE \ \ 21 w 20 g w 0 V) LLJ IN W (N I I I i V l APJJ I I I HORNER ZZ�JJ�J� PROPERTY 3 CONSTRUCT /ON NOTS: - o O EX /STING 6 WATER MAIN PER O.M.W.D. DWG. 5594 -M TO BE o REMOVED. A ° 2O CONSTRUCT 24' OF A. C. PAVED SURFACE PER CROSS- SECTION. � 2B 3O DECORATIVE RET. WALL PER RSD C -1 5' -4" MAX. a --M 3 BACKING RIPRAP, PER D -4Q OVER 1 -FOOT FILTER BLANKET OF 3 /s' D.G. OVER SAND. E 5O INSTALL ADDITIONAL D.G. TO TRANSITION PROPOSED IMPROVEMENTS INTO EXISTING UNIMPROVED ROAD. © PROPOSED PRIVATE SEWER MAIN INSTALLED PER 10013 -4 SUBJECT TO a FUTURE CITY ACCEPTANCE. SEWER FACILITY OPERATING AGREEMENT PER DOC. a NO 2011-0006433 RECD JAN 4, 2011. REQUIRED BY DOC. 2011-0064j4 N REC. JAN 4, 2011. O7 ADJUST MANHOLES TO MATCH FINISHED SURFACE. E © 7' W /DE PRIVATE DRAINAGE EASEMENT PER DOC No.------ - - - - -, DATED O9 4' WIDE GRASSY SWALE, SEE DETAIL ON SHEET 2B. a 10 INSTALL PVT. 2 -6" HDPE SO ® 0.79 ii EXISTING BOLLARDS TO BE REMOVED i2 PROPOSED LUG CONNECTION PER D -63 13 PROPOSED 24' PRIVATE DRIVEWAY PER 12335 -G W 14 CONNECT TO EXISTING BROOKS BOX PER 9055 -G 15 D.G. SURFACE WITH BINDING AGENTS COMPACTED TO 909 (5" MINIMUM THICKNESS) 16 CONSTRUCT TYPE 'B" CURB INLET PER D -2 O STA 1105.00 - INSTALL F.H. ASSY. PER O.M.W.D. STD. DWG, C -1.1 W 11 -4" & 0 17 2 -2 112" NTS OUTLETS GUARD POST PER O.M.W.D. STD. DWG. E -1.4 18 "NO PARKING - FIRE LANE" SIGN PER CITY STANDARD R26 -F FOR PRIVATE ROADS (TYPICAL) M 19 CONSTRUCT PVT. 18"X18" BROOKS GRADED INLET OR EQUAL t 20 ANY SURVEY MONUMENT SHOWN ON PARCEL MAP 20853 AND REFERENCED ON THIS PLAN THAT IS DESTROYED OR DISTURBED BY CONSTRUCT /ON SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD SHALL BE FILED WITH THE COUNTY. ° 21 INSTALL PVT. 12" HDPE 0 0.79 FOR FUTURE DEVELOPMENT a 22 CONSTRUCT PVT. A -4 CLEANOUT PER D -9 w Q 10' INLET TRANSITION PER PER SDG -110 ® INSTALL PVT. 12" HDPE SO 0 19 t ©5 PAD TO DRAIN AT 19 FROM HIGH POINT o Qg'IESS /p, w Civil Engineering • Environmental F- RCE 48529 ao 2442 Second Avenue * pXP 6/30/16 r San Diego, CA 92101 sf C IVIV �Q a (619)232-9200 (619)232 -9210 Fax 9jFOf CA0��� r Consultants, Inc. CIO �1Q 0) co tD o SEE 90' BEND DETAIL ON SHEET _.CUT & END CAP EXIST. 6" WTR MAIN J // 1 R, W U O WATERLINE DATA - - - L/C DELTA BEARING RADIUS DISTANCE I REMARKS 1 - N 0'52'29" E - 199.45' 1 10" PVC CL 150 PUBLIC W i 20 L 3 PAf -1T"r/ 3 ' rPJIIJ -06-Y,6,7' .PiV 20853. ' SPLIT RAIL FENCE \� \164.02 R� \ v ^ 4' WIDE GRASSY J SWALE J BUILDING ` ENVELOPE PAD EL= 166.0 1.- U"i T EXIST. - - - DIRT RD. Cq - 67 � 166 0 Li!J W W M 3:1 FILL 18 - ! _ _ PHASE /l LIMITS 169.7 FL EARTHEN SWALE ® 1.7% 0 - 164 ` 1 21 LlMlTS OF 16 1 GRADING nn _ RlM HYDROSEEDED AND 6, f 7PJV _05�Y67 'PJl/12L7853 _ L /NITS OF GRADING _ NOTES.- BUILDING HEIGHTS OF FUTURE STRUCTURES CONSTRUCTED ON EACH LOT SHALL BE MEASURED FROM THE LOWER OF NATURAL OR FINISHED GRADE /PAD IN ACCORDANCE WITH SECTION 30.16.01036 OF THE ENCINITAS MUNICIPAL CODE. IMPROMSMENTS, INCLUDING BUT NOT LIMITED TO ROADS AND FIRE HYDRANT INSTALLATION, NEED TO BE INSTALLED PRIOR TO ANY COMBUST /BLE MATERIALS BEING BROUGHT TO THE SITE A STORM DRAIN DATA NO. DELTA BEARING RADIUS 164.3 TW 164.3 TW "'';.. 1 160.00 TF ' >: x....: '> (161.3 E - ->: 160.00 TI 2 - S 11'08'20" E - 164.5 TW 163.60 FL 12" HDPE (PRIVATE) 3 160.00 TF S 89'20'51" E - 164.3 TW 2 -6" HDPE (PRIVATE 4 160.00 TF S 12'03'21" E - 66.37' 3 5 - - BMP 1 - 38.24' 15'j,' 162.5 FG 164.3 TW 1726 S.F. M • 160.00 IF M : 9055 -/ 7.61 TC BUILDING 0 o 1 ENVELOPE \ PAD EL= 164.0 165.3 TW D 25 ? (163.3 EGA - Cf) \ G ZWf \OF WATER. 160.00 TF FINISH n v EASSMEIJr TO OMB / v Rio 9 1/1OH�19/ >>: a (24" PUBLIC SD PER 9055 -G) -7n I 164.0 TG N �' REMOV END CA & C NECT I 161.11 FL (L S TO 10" WATER MA /N o A STORM DRAIN DATA NO. DELTA BEARING RADIUS DISTANCE TYPE 1 - N 01'06'21" E - 166.21' 12" HDPE (PRIVATE) 2 - S 11'08'20" E - 10.27' 12" HDPE (PRIVATE) 3 - S 89'20'51" E - 24.99' 2 -6" HDPE (PRIVATE 4 - S 12'03'21" E - 66.37' 12" HDPE (PRIVATE) 5 - S 88°54'13" E - 38.24' 12" PVC (PRIVATE) 7.16 1 F PUBLIC EASEMENT FOR PRIVATE 54.74 FL IN PER 9055 -1 54.41 FL OUT 162.50 R 5 1 STREET RECORDED 91112015, AS G -DOC. N0. 2015-0464155, OF O.R. W 4 169.54 W4 4 I m - - J (167.9 EG) �I •�i/ I 24' / ___ _ 22 163.89 FL OUT NORTH AMERICAN GREEN I 13 ( (;RANTOF WATARAASIR T- --- OR EQUAL ro -pMWt� REC "'q { ' , _ ,a- 2a1, 1gz1 PLAN: PRI VA TE_ Cn 3 -3 0 } 'vx ARJV `°, rl � JFi (JF�(,J'�0 j n 166.85 TG io 16273 FL IN 16240 FL OUT - - _DRIVE SCALE.' l = 20 3 -PU STR JC EASEMENT FOR PRIVATE ET RECORDED ON PARCEL N0. - __ -__ -• Y. PER 1 7/1 9055 -1 _.. o_ m (10" WATER PER cn ----" � `o N EX. WATER TO MA - -- 10" WATER PER - - 167.72 fS a BE REMOVED W - RELOC47ED TO STA 9145.00 "3 M • PER 9055 -1 DWG N e 9055 -/ 7.61 TC h 0 o ? 11 FL D - 7 3 FS FINISH GRADE 0 0 0 0 (24" PUBLIC SD PER 9055 -G) -7n + o 000 o O °- (8" PUBLIC SEWER PER 9055 -1) EXISTING ROUND I co O o c h PER DWG. NO. 9055 -1 \ 161.29 FL OUT -24 ") \ Cn EXISTING OLIVENHAIN MUNICIPAL WATER (161.79 FL 1N -18" SO) 162.29 FL 1N -12" SO DISTRICT EASEMENT REC. MAY 6, 2014 AS DOC. 2014-0183512, O.R. TOP O 10" - PVC TER ?O R 2 A.SS'Y PFR _ 0 S a REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE a 1 NEW SHEET 2 11 b CITY OF ENCINITAS ENC -38 N 2.5' BRASS DISC IN NE CORNER OF DRAINAGE w CURB INLET ON THE EAST SIDE OF MANCHESTER HORIZONTAL 1 " =20' AVE. 0.1 MILE SOUTH OF INTERSECTION WITH EL o CAMINO REAL. VERTICAL AS SHOWN EL: 37.52 DATUM: NAVD88 BE REMOVED ^1� 0 1 I_q OR& �i H �; t 6 '11 Q STORM WATER M, INT NANCE AGREEMENT RECORDED _I �- !s AS DOC. NO. 2015 -0-6 - PRIVATE ROAD MAINTENANCE AGREEMENT RECORDED -------- AS DOC. NO. CONTRACTOR'S NOTE THE SITE SHALL BE SECURED DAILY AFTER GRADING WITH GEOTEXTILES, MATS AND FIBER ROLLS- ONLY AS MUCH GRADING AS CAN BE SECURED DAILY SHALL BE PERMITTED. W W- - O = - o S 168 EXISTING PUBLIC EASEMENT FOR PRIVATE STREET RECORDED MARCH 4, 2014 AS DOC. 2014-86716, OF O.R. EASEMENT LEGEND: ❑e AN EXISTING EASEMENT GRANTED TO DALE WOODWARD FOR ROAD AND UTILITY PURPOSES. RECORDED ON SEPTEMBER 19, 1962, INSTRUMENT NO. 161482 OF OFFICIAL RECORDS 13 AN EXISTING EASEMENT CONTAINED IN DOCUMENT ENTITLED °4N AGREEMENT" FOR ROADWAY AND UTILITY PURPOSES, RECORDED ON JANUARY 21, 1972 INSTRUMENT NO. 15917 OF OFFICIAL RECORDS. 1B AN EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES PER GRANT DEED REC. 03 -31 -1999 AS DOC. NO. 1999 - 213629, O.R. 20 AN EXISTING EASEMENT GRANTED TO THE CITY OF ENCINITAS FOR EMERGENCY ACCESS PURPOSES, RECORDED DECEMBER 8, 2009, INSTRUMENT NO. 2009 - 0679928 OF OFFICIAL RECORDS 21 AN EX /STING EASEMENT FOR PRIVATE ROAD PURPOSES, RECORDED DECEMBER 14, 2009, INSTRUMENT NO. 2009-0689114 OF OFFICIAL RECORDS 22 AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA COASTAL COMMISSION DEED RESTRICTION, RECORDED APRIL 14, 2010, INSTRUMENT NO. 10- 0184622 OF OFFICIAL RECORDS. 23 AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA COASTAL COMMISSION DEED RESTRICT /ON, RECORDED JULY 22, 2010, INSTRUMENT NO. 2010- 0367873 OF OFFICIAL RECORDS. ® 15' WIDE DRAINAGE EASEMENT PER PARCEL MAP NO. 20853 �N 20' WIDE I.O.D. FOR SEWER EASEMENT PER PARCEL MAP NO. 20853 * EASEMENT INFORMATION PER PRELIMINARY TITLE REPORT PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED 10 -20 -2010 AS ORDER NO. NCS- 399489 -SD 166.9 TF EX. 6" FLUSH CURB- B.O. A nfll� A111 Y. PER 1 7/1 9055 -1 _.. o_ m (10" WATER PER 9055 -1) ----" � `o N EX. WATER TO EX. 3/4" WM TO BE 10" WATER PER - - 167.72 fS M z BE REMOVED W - RELOC47ED TO STA 9145.00 "3 M • PER 9055 -1 DWG N e 9055 -/ 7.61 TC EX. 2" AM TO 0 ? 11 FL BE REMOVED - 7 3 FS S -� (24" PUBLIC SD PER 9055 -G) (8" PUBLIC SEWER PER 9055 -1) SURFACE IMPROVEMENTS \ h PER DWG. NO. 9055 -1 \ 161.29 FL OUT -24 ") \ Cn EXISTING OLIVENHAIN MUNICIPAL WATER (161.79 FL 1N -18" SO) 162.29 FL 1N -12" SO DISTRICT EASEMENT REC. MAY 6, 2014 AS DOC. 2014-0183512, O.R. STORM WATER M, INT NANCE AGREEMENT RECORDED _I �- !s AS DOC. NO. 2015 -0-6 - PRIVATE ROAD MAINTENANCE AGREEMENT RECORDED -------- AS DOC. NO. CONTRACTOR'S NOTE THE SITE SHALL BE SECURED DAILY AFTER GRADING WITH GEOTEXTILES, MATS AND FIBER ROLLS- ONLY AS MUCH GRADING AS CAN BE SECURED DAILY SHALL BE PERMITTED. W W- - O = - o S 168 EXISTING PUBLIC EASEMENT FOR PRIVATE STREET RECORDED MARCH 4, 2014 AS DOC. 2014-86716, OF O.R. PROFILE.• WA TER MAIN -} -�- SCALES 1 =20' (H), 1'=4' (V) - NEW SHEET ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT REVIEWED BY: REVIEWED BY: REVIEWED REVIEWED BY: REVIEWED BY: - -� 20 10 0 20 40 60 ?.�i ®/!6 Sal b•� ->e ►1•sL �7e 2.r��i� DATE: DATE: DATE: DATE: DATE: SCALE: 1" = 20' SPECIAL DISTRICT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED �RD APPROVED GRADING PLAN FOR: DATE: � �� ALBIN STAHMER PRIVATE ROAD 10349 -G BRUCE /k�ROBERtS_ BY. BY; 44. BERRYMAN CANYON ROAD %1 +r -- R.C.E. N0. X529 MASIH MAHER A/ GLENN PRUIM ENCINITAS, CA 92024 ENGINEER! EXP. 6-30 -2016 DATE: DATE: 2111/16 CASE NO: 15 -133 DR /CDP (05 -167 TPM /CDP) SHEET 2A OF 6 EASEMENT LEGEND: ❑e AN EXISTING EASEMENT GRANTED TO DALE WOODWARD FOR ROAD AND UTILITY PURPOSES. RECORDED ON SEPTEMBER 19, 1962, INSTRUMENT NO. 161482 OF OFFICIAL RECORDS 13 AN EXISTING EASEMENT CONTAINED IN DOCUMENT ENTITLED °4N AGREEMENT" FOR ROADWAY AND UTILITY PURPOSES, RECORDED ON JANUARY 21, 1972 INSTRUMENT NO. 15917 OF OFFICIAL RECORDS. 1B AN EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES PER GRANT DEED REC. 03 -31 -1999 AS DOC. NO. 1999 - 213629, O.R. 20 AN EXISTING EASEMENT GRANTED TO THE CITY OF ENCINITAS FOR EMERGENCY ACCESS PURPOSES, RECORDED DECEMBER 8, 2009, INSTRUMENT NO. 2009 - 0679928 OF OFFICIAL RECORDS 21 AN EX /STING EASEMENT FOR PRIVATE ROAD PURPOSES, RECORDED DECEMBER 14, 2009, INSTRUMENT NO. 2009-0689114 OF OFFICIAL RECORDS 22 AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA COASTAL COMMISSION DEED RESTRICTION, RECORDED APRIL 14, 2010, INSTRUMENT NO. 10- 0184622 OF OFFICIAL RECORDS. 23 AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA COASTAL COMMISSION DEED RESTRICT /ON, RECORDED JULY 22, 2010, INSTRUMENT NO. 2010- 0367873 OF OFFICIAL RECORDS. ® 15' WIDE DRAINAGE EASEMENT PER PARCEL MAP NO. 20853 �N 20' WIDE I.O.D. FOR SEWER EASEMENT PER PARCEL MAP NO. 20853 * EASEMENT INFORMATION PER PRELIMINARY TITLE REPORT PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED 10 -20 -2010 AS ORDER NO. NCS- 399489 -SD B.O. A nfll� A111 Y. PER 1 7/1 9055 -1 --- -- - -- ----" 10" WATER PER 9w6_* 8" SEW R_PER DWG N e 9055 -/ PROFILE.• WA TER MAIN -} -�- SCALES 1 =20' (H), 1'=4' (V) - NEW SHEET ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT REVIEWED BY: REVIEWED BY: REVIEWED REVIEWED BY: REVIEWED BY: - -� 20 10 0 20 40 60 ?.�i ®/!6 Sal b•� ->e ►1•sL �7e 2.r��i� DATE: DATE: DATE: DATE: DATE: SCALE: 1" = 20' SPECIAL DISTRICT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED �RD APPROVED GRADING PLAN FOR: DATE: � �� ALBIN STAHMER PRIVATE ROAD 10349 -G BRUCE /k�ROBERtS_ BY. BY; 44. BERRYMAN CANYON ROAD %1 +r -- R.C.E. N0. X529 MASIH MAHER A/ GLENN PRUIM ENCINITAS, CA 92024 ENGINEER! EXP. 6-30 -2016 DATE: DATE: 2111/16 CASE NO: 15 -133 DR /CDP (05 -167 TPM /CDP) SHEET 2A OF 6 0 E 0 N C n N i E 0 a i w 0 IL N z z w Z �n EXIST ESI T. EXISTING GROUND 7 DRAINAGE SWALE-1 3' WIDE, 0.8' DEEP, TYP 6" CURB AND GUTTER PER RSD G -2 0 31011UENTION ENGINEERED SO /L LAYER SHALL BE MINIMUM 24" DEEP SANDY LOAM" SOIL MIX WITH NO MORE THAN 5X CLAY CONTENT. PERCOLATION RATE 5- 10inlh8 MINIMUM SUSTAINED. `4" AC / 6" CL II BASE MIN. TYPICAL SECTION BERRYMAN CANYON (PRIVATE) (N. T. S.) 12" a o I I I I I I I I SECTION IN. TS) RIM PER PLAN —36" X 36" BROOKS BOX 3 -1 " ORIFICE OUTFALL PIPE 72" PVC FLOW oG X 36" BROOKS BOX PLAN \-GRATE (N.T.S.) BIORETENTION OUTLET DETAIL (N. T. S.) EXIST. ESI T. TYP. `--4' D.G. PATH FLUSH 6 "x16" P.C.C. CURB OR REDWOOD HEADER. EXTEND BASE UNDER CURB. IMPERMEABLE LINER PERMEABLE LINER MIRAMESH PER TENCATE- DECORATIVE RET. WALL PER RSD C -1 ' WIDE EASEMENT 4WELL E, DROUGHT SUITABLE SOIL "X36" BROOKS BOX 3 -1 " ORIFICE 2 -3" HARDWOOD MULCH 24" MIN. ENGINEERED SOIL *SEE NOTE BELOW PERMEABLE LINER MIRAMESH PER TENCATE IMPERMEABLE LINER (SIDES) U 0.5' - *BIORETENTION ENGINEERED SOIL 'LAYER SHALL BE' MINIMUM 24 "DEEP 'SANDY LOAM 'SOIL MIX WITH NO MORE THAN 59 CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. -THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT - IMPERMEABLE LINER (SIDES ONLY) TO BE 30MIL PVC LINER, SPECIFIC GRAVITY (ASTM D792): 120 (MIN.), TENSILE (ASTM D882): 73 (LBIIN- WIDTH, MIN.), ELONGATION AT BREAK (ASTM D882): 380 (% MIN.), MODULUS (ASTM D882).• 30 (LBIIN - WIDTH, MIN.), TEAR RESISTANCE (ASOTM D1004): 30 LBIIN, MIN.) -NO GRAVEL OR SUBDRAIN REQUIRED DUE TO 'TYPE A' SOILS TYPICAL BIORETENTION DETAIL (NT.S) NOTE: DECORATIVE RET. WALL, PER RSD C -1. DECORATIVE RETAINING WALL TO BE SPLIT FACE MASONRY BLOCK -PADRE BROWN OR EQUIVALENT (TYP.). BMP AREA (S.F.) ORIFICE SIZE JIMPERVIOUS AREA 1 1726 3 -1" 1 26,962 *NOTE: SPECIAL INSPECTION REQUIRED* GROUND IMPERMEABLE LINER TYPICAL SECTION B-iMP 1 (B (N. T.S.) THRUST en"vo" 0=11 NCO 90' BEND — 8" FLGV WIEND CAP as —o rvL, LL i ✓v WATER 90° BEND DETAIL (N. T.S.) ASSY. 10" PVC CL 150 WATER GRASSY SWALE DETAIL (N. T. S.) RQq„`�Fy ENCINITAS FIRE DEPARTMENT PLANNING &BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT Civil Engineering • Environmental �P - w RCE - 48529 m REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: ¢o _ 442 Second Avenue * E)P 6/30/16 San Diego, CA 92101 CiVll- y a (619)232 -9200 (619)232 -9210 Fax ��jF pF CAI�E���\ Z 'b Z� �1 �'�� b • `{ • { (� Z . l ®, / 2 COt1SUl'�'flfS, C. - DATE: DATE: DATE: DATE: DATE: MEW �J,��L\s r `w 8 o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 1 NEW SHEET oM.AA 2XIIIAlf. CITY OF ENCINITAS ENC -38 q !� 2.5' BRASS DISC IN NE CORNER OF DRAINAGE PLANS PREPA UNDER SUPERVISION OF RECOMMENDED dt,CD APPROVED,^ ,,^ GRADING PLAN FOR: CURB INLET ON THE EAST SIDE OF MANCHESTER HORIZONTAL 1 " =20' BRUCE R SON DATE' /y` /V1�- ALBIN /STAHMER PRIVATE ROAD 10349 -G W AVE. 0.1 MILE SOUTH OF INTERSECTION WITH EL BY: BY: BERRYMAN CANYON ROAD a CAMINO REAL. VERTICAL AS SHOWN / - -- R.C.E. N0. 48529 MASIH MAHER CW -GLENN PRUIM ENCINITAS, CA 92024 ENGINEE I EXP. 6 -30 -2016 1 a EL: 37.52 DATUM: NAVD88 DATE: DATE: 2211 / % CASE NO: 15 -133 DR /CDP (05 -167 TPM /CDP) SHEET 26 OF 6 G ffcm ^off it I yr v16vovmvrm rov. rcv -L i -v 1. CONSTRUCTIO TIVITIES SHALL BE AVOIDED DURING THE NESTING SEASON FOR LEAST BELL'S VIREO, WHICH IS CONSID TO OCCUR FROM MARCH 15 TO SEPTEMBER 15. IF AVOIDANCE OF THE NESTING SEASON IS POSSIBLE, USFWS PROTOCOL -LEVEL PRESENCE /ABSENCE SURVEYS SHALL BE CONDUCTED BY A UALI BIOLOGIST WITHIN 500 FEET OF CONSTRUCTION ACTIVITIES TO DETERMINE NE THE PRESENCE OF NESTING ST BELL'S VIREO IN THE ADJACENT RIPARIAN CORRIDOR. THE NESTING SURVEYS SHALL BE CONDUCT E GREATER THAN SEVEN DAYS PRIOR TO CONSTRUCTION. IF NO NESTING BIRDS ARE FOUND, CONS TION ACTIVITIES MAY OCCUR ANY TIME OF YEAR. IF THE SPECIES IS FOUND TO BE NESTING WI 500 FEET OF CONSTRUCTION ACTIVITIES, CONSTRUCTION SHALL NOT COMMENCE UNTIL THE PR PPLICANT HAS CONSULTED WITH THE WILDLIFE AGENCIES ( USFWS AND CALIFORNIA DEPARTMENT OF FI ND GAME) TO IDENTIFY APPROPRIATE METHODS TO PREVENT INDIRECT NOISE IMPACTS ON THE SPE (e.g., INSTALLATION OF TEMPORARY NOISE BARRIERS). THE PRECONSTRUCTION SURVEY F POR ALL BE SUBMITTED TO THE WILDLIFE AGENCIES AND ENCINITAS PLANNING AND BUILDING DEP MENT FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. 2. IF CONSTRUCTION IS EXPECTED TO OCCUR DURING THE RAPTOR DING SEASON (JANUARY THROUGH AUGUST), A PRE - CONSTRUCTION SURVEY SHALL BE COND D BY A QUALIFIED BIOLOGIST SEVEN DAYS PRIOR TO CONSTRUCTION TO DETERMINE THE PRESENCE 0 STING RAPTORS WITHIN THE PROJECT SITE. IF AN ACTIVE NEST IS OBSERVED, A BUFFER WITH A UM WIDTH OF 50 TO 500 FEET WILL BE ESTABLISHED BETWEEN CONSTRUCTION AND THE NEST. TH NIMUM WIDTH OF THE BUFFER WILL BE DETERMINED BASED ON THE SPECIES OBSERVED AND INPUT M THE PROJECT BIOLOGIST. A SURVEY REPORT, SUMMARIZING THE RESULTS AND CONCLUSIONS OF T " ESTING SURVEY, SHALL BE SUBMITTED TO THE PLANNING AND BUILDING DEPARTMENT FOR REVIE ND APPROVAL PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. 3. 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 AND REGULARLY REMOVED FROM THE SITE. 5. PETS OF PROJECT PERSONNEL SHALL NOT BE ALLOWED ON THE PROJECT SITE. 6. DISPOSAL OR TEMPORARY PLACEMENT OF EXCESS FILL, BRUSH OR OTHER DEBRIS SHALL NOT BE ALLOWED IN WATERS OF THE UNITED STATES OR THEIR BANKS. 7. ALL EQUIPMENT MAINTENANCE, STAGING, AND DISPENSING OF 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 " -VIOUSLY COMPACTED AND DISTURBED AREAS TO THE MAXIMUM EXTENT PRACTICABLE IN SUCH A M114NER AS TO PREVENT ANY RUNOFF FORM ENTERING WATERS OF THE UNITED STATES, AND SHALL BE SHOWN ON THE CONSTRUCTION PLANS. FUELING OF EQUIPMENT 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 PARTICIPATE IN CONTRACTOR TRAINING AND BE BRIEFED ON THE SENSITIVITY OF THE ADJACENT BIOLOGICAL RESOURCES PRIOR TO THE START OF CONSTRUCTION. I NO, REp1. EL GAM, i' LA ENT TPPA RC EL M 05 -167 v 170�`°�� Ni4L 1 ,• FAiNO REA OF E OF-WAY DS 3 PARCEL 2 TPM 05 -167 r I W W i 1 2 1 0 I PARCEL 3 TPM 05 -167 0 - � EASEMENT LEGEND: �g AN EXISTING EASEMENT GRANTED TO DALE WOODWARD FOR ROAD AND UTILI URPOSES, ° f RECORDED ON SEPTEMBER 19, 1962, INSTRUMENT NO. 161482 OF OFFICI CORDS. `,. t' I ` 13 AN EXISTING EASEMENT CONTAINED IN DOCUMENT ENTITLED "AN A MENT" FOR 150 ROADWAY AND UTILITY PURPOSES, RECORDED ON JANUARY 21, 2, INSTRUMENT NO. _.. 15917 OF OFFICIAL RECORDS. _ ... 1 g AN EXISTING 31.59 EASEMENT FOR ROAD AND UTILIT RPOSES PER PARCEL 2 OF GRANT DEED REC. 03 -31 -1999 AS DOC. NO. 199 213629, O.R. r 15 AN EXISTING EASEMENT FOR ROAD AND UT PURPOSES PER PARCEL 4 OF GRANT DEED \ REC. 03 -31 -1999 AS DOC. NO. 1999- 629, O,R. 1 E AN EXISTING 40' EASEMENT FOR D AND UTILITY PURPOSES PER PARCEL 5 OF GRANT Efl DEED REC. 03 -31 -1999 AS D F N0. 1999 - 0213629, O.R. _.. ;` 20 AN EXISTING EASEMENT ANTED TO THE CITY OF ENCINITAS FOR EMERGENCY ACCESS ' PURPOSES, RECORD ECEMBER 8, 2009, INSTRUMENT NO. 2009 - 0679928 OF OFFICIAL RECORDS. r 21 AN EXISTI ASEMENT FOR PRIVATE ROAD PURPOSES, RECORDED DECEMBER 14, 2009, INSTRU T NO. 2009 - 0689114 OF OFFICIAL RECORDS. _ " "I 22 EXISTING EASEMENT REFERRED TO AS CALIFORNIA COASTAL COMMISSION DEED _.. 3 ESTRICTION, RECORDED APRIL 14, 2010 INSTRUMENT N0. 2010 - 0184622 OF OFFICIAL 2 RECORDS. I 23 AN EXISTING EASEMENT REFERRED TO AS CALIFORNIA COASTAL COMMISSION DEED n RESTRICTION, RECORDED JULY 22, 2010 , INSTRUMENT NO. 2010-0367873 OF OFFICIAL ���j RECORDS. 1 - 2B EXISTING 40' EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL B OF GRANT DEED 0 REC. 12 -30 -2004 AS DOC. NO. 2004 - 1229811, O.R. PARCE ., l M] PROPOSED DRAINAGE EASEMENT PER PARCEL MAP NO. 20953. TPM —167 �N PROPOSED 20' WIDE I.O.D. FOR SEWER EASEMENT PER PARCEL MAP N0. 20853. * EASEMENT INFORMATION PER PRELIMINARY TITLE REPORT PROVIDED BY FIRST AMERICAN j �W } TITLE INSURANCE COMPANY DATED 10 -20 -2010 AS ORDER NO. NCS- 399489 -SD rf 3 APN N 5 __-�, '" a60°"�•.. 262-080-07 ,r W , • .. 30 15 0 30 60 90 o °0 SCALE IN FEET SCALE. 1 = 30 mm- � w • r .. s "" J CONSTRUCTION NOTES: ..•_...•m.,,m.,m,,.170 `., B 168.5 167.5j 1F5 5 CONSTRUCT BMP TREATMENT SWALES PER APN \:- FL _ FL _ 1 FL,__.. 163.5 to / O DETAILS ON SHEET 2. STORMWATER POLLUTION CONTROL BMP NOTES �_� FIL o `I( 2 2 -00 -04 ,• 1s { _...__. �.,_...,...... '.• 6 APN (PART A) RELATIVE TO CONSTRUCTION ACTIVITIES'.' >� o °`teax PAVED APB 262 - 080 -2s Q INSTALL No. 3 BACKING RIP —RAP, PER D -4o, _� 262 - 080 -04 "' OVER 1 -FOOT FILTER BLANKET OF 366 D.G. OVER ,.., t SAND. CONCRETE WASHOUT �`s. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON EROSION CONTROL SITE. IT IS CONVEYANCE LSYSTEM OORA ANY CRECEIVNG WATER. CONTRACTOR USHAL LPOSTEA SIG NTDESGNATIINGOTHEEWASOHOUTALOCATION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTA AN 0 LBIN AT (858) -5458, 24 HOURS. PLAN: PRIVATE DRIVEWAY CONSTRUCTION SITE ACCESS SCALE: 1' = 30' A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING 2. EQUIPMENT AND WORKERS FOR EMERGENCY AID E M AVAILABLE AT ALL TI STRING THE DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. RAINY SEASON (OCTOBER 1 TO APRIL 15 NE " 1, M LS SHALL BE STOCKPILED SITE ON CONSTRUCTION VEHICLES OCTOBER 1. AT CONVENIENT LOCATIO ATE D N TRUCTION OF TEMPORARY DE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, WHEN RAIN IS IMMINENT. VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 3O INSTALL SILT FENCING PER DETAIL THIS SHEET. 4O INSTALL GRAVEL BAG CHECK DAMS PER DETAIL THIS SHEET. O5 INSTALL SLOPE STABILIZATION FOR EROSION CONTROL. EROSION CONTROL 3. DEVICES SHOWN ON PLANS SH 0 ED OR MODIFIED WITHOUT THE APPROVAL OF THE 6O INSTALL GRAVEL BAGS FOR INLET PROTECTION ENGINEERING INSPECTOR. PER DETAIL THIS SHEET 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 RESTORE ,E SION CONTROL DEVICES TO WORKING ORDER TO THE VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. SATISFACTI THE CI , EN Ii>� fffEEER EACH RUN -OFF PRODUCING RAINFALL. 1. S OSTS AND EXCAVATE A 2, STAPLE WIRE FENCIN DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT y 4 B IN (10 BY 10 CM) THE POSTS. CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION 5. THE CO RA R - LjoIN L DITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY TRENC SLOPE FROM AND ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE CIT EN 1 R DU TO INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH ALONG TH E OF POSTS. THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. RI TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION - k, CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD�T CONTRA 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 PUBLIC SP ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZA' "JS CONDITION. COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. � IHY M LMYi ,Y / ON -SITE CONSTRUCTION MATERIAL STORAGE A ER CONTROL MEASURES PROVIDED PER THE APPROVED GRADING rLmN SHALL BE INCORPORATED „•I• =,Ix/ STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL H STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY � ✓� II TIII- (10 CM) CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES K J 8. GRAD AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE �firT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPkSS 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 P111MIER AROUND 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY THE WIRE FENCE` AND EXTEND IT 4. BACKFI P THE PERIMETER AT ALL TIMES. WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER INTO THE TRENCH. EXCAVATE TRAINING DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TR D TO BE FAMILIAR WITH ((((� I 11 III y FILTER FABRIC — THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES CL BE AVAILABLE TO NOTIFICATIONS ( III) EVERYONE WORKING ON SITE, THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST ORM SUBCONTRACTORS ABOUT - STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 1 T11 III WASTE MANAGEMENT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE III III =III III - III =111= III = III =11 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 =III= III= III =III= DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CARRY THEM INTO THE CONVEYANCE SYSTEM ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS -Il li' = IIL- 11LI11 -11 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 -III ,,111 = III -III= PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF MPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING COMPACT THE E m 048529 0 DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS OUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION �+ * IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO A RAIN CONTACT WITH ANY TRASH MATERIAL. MANY OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: SILT FENCE DETAIL CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BA yPAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, A. SEWERS - CSD - 811 NOT TO SCALE WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NO ECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE B. GAS & ELECTRIC - SDGE - 811 LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. F FORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - 811 __ -- HAZARDOUS WASTE HOTLINE D. TELEPHONE - SBC BELL - 811 TOLL FREE AT (800) 714 -1195. FOR INFORMA ON LANDFILLS AND TO ORDER AT (760) 436 -4151. EDCO DUMPSTERS CALL E. CABLE TV - COX COMMUNICATIONS - 811 OQµOFESSt,, POLLUTANTS SHALL BE KEPT OFF EXPOSED RFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. Y �e� G�P� E. <� FZ � A' kAIKI TYPICAL BERM NOT TO SCALE `� ❑v 1,,----STORM DRAIN ® INLET PROTECTION PER SC -10 TYPICAL GRAVEL BAG PLACEMENT EACH DRAINAGE INLET EROSION CONTROL DETAIL NOT TO SCALE 3 BAGS HIGH (MAX.) 2 BAGS HIGH (MIN.) PORTABLE TOILETS MUST BE IN GOOD ING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON o �y RVCG A. 9,01SO ON RCE fKZ9 DATE NOTE: LOWER BA W TO BE j SECONDAMY.CONTALNMENT AND LOC PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL THIS PROJECT. PHONE: (760)- 633 -2770. m w C 39726 m CONSTRUCTION DEBRIS 'SHALL B T AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY Exp. 12/31/11 ;u CHECK AND CLEAN UP MATE THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. STORMWATER.,POLL TION C ROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. sr C vt �P ENCINITAS AT 760 6 770. q� OF CA,0F REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS STATION: ENC - 38 PLANTS REPAR UNDER THE SUPERVISION OF RECOMMENDED APPROV STATION ID: 1038 ELEVATION: 37.521' DATE: �Z'w�lD wol DATUM: NAVD 88, U.S. SURVEY FEET HORIZONTAL: 1 " =30 / BY: A • /1ft BY: DESCRIPTION: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE R.C.E. NO.: 39726 MASIH MAHER PETER CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. 0.1 MILES SOUTH OF INTERSECTION W/ EL CAMINO REAL. VERTICAL: N/A DOUGLAS . LOGAN EXP 12 -31 -11 DATE: 112/21/10 DATE: BURIED 6 UN GRADE. (D GRAVEL BAG CHE AM 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 Z \Projects \5907 — Albin \5907GPO3. dwg Dec 02, 2010 12:51pm Xrefs: 5894BASEC; 5894BASEA; 5907 —TOPO; 5907GP00; 5907BASE 5907 —MAP WE i 0 U) U w Of Z_ U w U w ::D Z_ 0 Z w J Q Q :2 ~ w In Q � O � U ON U Z I Q O W � O Q c9 Z � DRAWING NO. O �z w ww 49 -G c5 o Z = w O_ SHEET STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES _ I EROSION CONTROL NOTES s 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL l� _ / ) \ 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN ELLIOT AT (760) 419 -1091, 24 HOURS DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE 1 / ( _�� / A DA Y. PUBLIC STORM DRAIN SYSTEM. - _ �- /" / 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT '� y �` / DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE FROM THE CITY. STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. l y / / / _ i i f - ENGINEERING INSPECTOR. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN Y // _� �``' -_� ice i - 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE DISCHARGES TO AN ADEQUATE IMP /BMP. / _ _ _ _ - - _ SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. i '� / ' -u 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM i i - _ / / / i / N / - / 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE _ REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE BMP IMP . ~ - - - / / x / _ _ - ° / i � �- _-- `�' � --- f- CIRCUMSTANCES WHICH MAY ARISE. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM 174E CITYr - r 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR �' i_ - -- - - - - - - _ ` - -Q - - -�� PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. i THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. % / i dim _ \ ° \ - _ r _ - ° 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY W17H STORM WATER BEST MANAGEMENT PRAC77CE // m a - W'LY EDGE OF J - - - - ` - - ' /_ INCORPORATED HEREON. REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER / / \ \o r - WETLANDS \ r / PAACEL 4 X l� e 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT o / TPM 05 16y / / AT THE CONCLUSION OF EACH WORK DAY. ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH i - - - - - - -. THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. / - - - _ - - i PM 24653 / / r g. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ / /s - %'AR09L 3 WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC % \ PAACAL 2 " - - TPM 06 -i67 _ _ - (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR V ° _ - - - - _ 7pM - - - - - - THIS STRUCTURE PARCEL / - _ _ - PM 20653 0 - LEGEND TPM 06 -i6y - - PM 20653 - _ STORMWATER POLLUTION CONTROL NOTES \ PM 2D653 Jai ITEM CALTRANS # SYMBOL CONCRETE WASHOUT , I \ \ m s� RIPRAP ENERGY DISSIPATOR SS -10 CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ' j 50' WETLANDS SILT FENCE SC -1 WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE ' CD BUFFER LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNA71NG THE I� CDCDCDCD WASHOUT LOCATION. I I - TEMPORARY DESILIING BASIN STORM DRAIN INLET SC -10 BME O i \SEE EROSION CONTROL PROTECTION D CONSTRUCTION SITE ACCESS I I `� ' SPECIAL NOTE # 3 <` A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE./ I I r f \ g >> GRAVEL BAGS SC -6, SC -8 CDCDCD THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES 1 DRAINAGE SWALE CONSTRUCTION VEHICLES ' ice+ -8 (J °' ` n ° CHECK DAMS SC -4 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE 1 1 ��J WM -5 ...... REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. FIBER ROLL: SC -5 FR EROSION CONTROL APN EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST` - SS -4 FR " 262 086=03 HYDROSEEDING: SS -4 SS -4 EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND \ - - - _ �s8� - -` -- --._ - - - MATERIAL DELIVERY & STORAGE: WM -1 WM7 BONDED FIBER MATRIX. CONCRETE WASTE MANAGEMENT: WM -8 WM -8 Y' • ' W \ W JJ -4 �, - Y•. W WVs W W � •Y W NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. ` I ' ' ° , 3:1 FILL - - -5 SANITARY WASTE MANAGEMENT WM 9 '-1sa SS 4 SOLID WASTE MANAGEMENT: WM 5 _ SANIT WM -9 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS` ` -- _ __ - - AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES i CONTROL SPECIAL NOTES a REMOVE EXIS77NG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID EROSION UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE 1. PRIOR TO FINAL GRADING INSPECTION, CLEAN ALL EXIST. P.C.C. DITCHES AND EROSION. ,.;..c >::.. e xr- ::: .::........:... REPAIR AS REQUIRED BY CITY INSPECTOR. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL API\\ `APN 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING FENCES AND PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. ORNER ' 262 -0$0- 6 _ 262- 080 -03 -"OLf - \ i LANDSCAPING. PRIVATE FACILITIES DAMAGED BY CONSTRUCTION WILL BE REPLACED PROPERTY r �� I - IN KIND BY THE CONTRACTOR AT HIS COST. PLANT PERMANENT VEGETA7ION AS SOON AS POSSIBLE, ONCE EXCAVA7ION AND GRADING ACTIVITIES ARE COMPLETE. NOTES: PR / V,4 TE DR/VEW4 Y NOTES: J. DESILTING BASIN NOTE BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS WATER USAGE 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. SCALE.• l = 3O AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SI7E STABILIZATION IS ON -SITE CONSTRUCTION MATERIAL STORAGE 1.2m MATS /BLANKETS SHALL HAVE GOOD L SOIL CONTACT. ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. T STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE 200' MAX � STEFL OR WOOD POST PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED 36" (1m) HIGH MAX. ON -SITE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING =jII E1 2. LAY BLANKETS LOOSELY AND STAKE 8' MIN. VEHICLE r MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER _ - -I I =III= OR STAPLE TO MAINTAIN DIRECT PONDING HEIGHT y STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED W97H SOIL STABILIZATION MEASURES AND STRETCH. I- III= CONTACT WITH THE SOIL. DO NOT °w} ACCESS DIRECTION OF 75% OF >>- PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND 774E PERIMETER AT ALL TIMES III - -I i - -Ili STRETCH. ¢3 ROADBED �I -�� �I -II=I1 �+ -�I- > STREET FLOW i BERM_ _ - 0 3 III ;,III, 3. FOR BONDED FIBER MATRIX Q E TRAINING I I=1 I -1 hI 1. =1 I- o 150mm x 150mm ALTERNATE SLOPE STABILIZATION SEE Xo = CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF anchor trench APPLICATION SPECIFICATIONS AND ON FLOW w GRAVEL BAGS 8' MIN. VEHICLE n ENCINITAS STORMWA7ER POLLU77ON CONTROL REQUIREMENTS. THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE NOTES THIS SHEET. 2 BAGS HIGH, TYP. ACCESS 3" OPENING PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN - IN TOP ROW 2 GRAVEL BAGS c X TYP. HIGH (12" MIN.) RESPONSIBILITIES �` Mats blanket should ' / \ / \/ "W" "X" SLOPE "L" ( ) / % / '; :;: / / / NOTES: Ton> be installed vertically / \ \/\ ;..:', .: /\ \ /\\ FINISH WASTE MANAGEMENT dirt downslape - ���jj / /�i 20 -30 5 < 4% 200' MAX. 1. GRAVEL BAGS ARE REQUIR D IN AREAS O SURFACE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUC71ON MATERIALS. DUMPING OF r 0Ver 12" MIN. \\ '\ ' \ \�� \ \�� 31 -40 7 4% TO 9% 100' MAX WHICH ARE PARTICULARLY SENSITIVE TO FUTURE UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. go r mO o / \\ \\ 4'x6" (100 X 150mm) SEDIMENT DEPOSITION. (FUTURE) E t bi (300mm) / /\ 41 -50' 9 > 9% 50' MAX - a / TRENCH WITH COMPACTED 51' -60 10.5' =. Iq!" UNDERCUT n NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS IKES SHALL BE PLACED AROUND ALL DUMPSTERS O ^ \� 2. REQUIREMENTS FOR AND SPACING OF TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY OR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED `� �° BACKFILL 61 -70 12 , VELOCITY REDUCERS FOR STREETS WITH ROADBED TRENCH DETAIL 5 AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN I- _ II NTS GRADES OF LESS THAN 4% SHALL BE AS 3" P.V.C. DRAIN (TEMP.) PLUG ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. t< -III 11= 111 -11' GRAVEL VELOCITY REDUCER SHOWN ON THE EROSION CONTROL PLAN. W/ P.V.C. CAP AT TIME OF PAVING r X09 =11= III,= _i��lTi =li' SECTION B -B Ili= 1 =i- _li -I' EXTRA STRENGTH FILTER FABRIC NO SCALE MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD, `� / F 11= III = "' "' NEEDED WITHOUT WIRE MESH SUPPORT ° AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED NOT TO SCALE i OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE -11_- I F STEEL OR NOTES: > 0 1. PRIOR TO FINAL GRADING INSPECTION, CLEAN ALL o' AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151. G F . ° =j1 I WOOD POST F ATTACH FILTER B EXIST. P.C.C. 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 SITE. -III= III- � o•c 1 =1j TO UPSTREAM PROPOSED PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY 75mm overlap III =III` -I SIDE OF POST - ` i P r j ( = =Li= - IIFilter cloth" O DRAINAGE P, CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. =III E, III 1.2m above :' ;y: FLOW INLET 1 =11 11= source of water 4' TYP GRAVEL BAGS OVERLAP o Ili -=III �� A H 6 CURB ONTO DIKE ALL CONSTRUC77ON DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROU77NELY CHECK / c_ - _ 1+ =1I_, =1�- :.::. ,.. SIDE E AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE ,L! T FOR MORE INFORMA7ION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING ill I' I I ( W-� } DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 3 OPENING II -_I` -I'_ _ \ \ \ ��� 10' (3m) MAXIMUM SPACING WITH M n TOP ROW ISOMETRIC VIEW �r \ 6'iR(1.8m)P MAXIMUM CSPACING WITHOUT 2 BAGS HIGH 111 \i LEAVE 3" OPENING 3 FT (0.9 M) MIN. o EARTHEN RIDGE (TYP. III =� =1-- - .......... - WIRE SUPPORT FENCE B 9 IN (23 CM) (12' MIN.) II= III= {LL =iil = Non -woven NOTES: TOP ROW (TYP.) --�-� ?% ?% 'WEII I I -- I I -i -' geotextile filter RUNOFF i n -- 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. STORM DRAIN INLET PROTECTION (SC -LO) i FILL SLOPE - fabric under 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NOT TO SCALE GAP BETWEEN THREE LAYERS OF GRAVEL -( =- ai -:1i J1 !( Imo( -1= WET SLOPE LINING typical treatment -il ft_il II =1IF �- III -=IT NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. BAGS ACTS AS BAGS WITH ENDS OVERLAPPED i I It- �T Ihl- �.I�I..L I�r+�+� 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SPILLWAY L� 1/2 BAG BURY 1/2 BAG TO PREVENT SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. GRAVEL BAGS MIN. SILT RUN -OFF (SC -6, SC -H) 2 FT GRAVEL BAGS DETAIL (STREETS) TYPICAL SLOPE SOIL STABILIZATION SILT FENCE NOT TO SCALE (0.6 M) NOT TO SCALE NOT TO SCALE NOT TO SCALE UNLINED SWALE &BERM NEW SHEET QROfESS/p�,�� SPACING AS SHOWN ON PLANS N NOT TO SCALE �0 P RggFy SEDIMENT CONTROL NOTE 8 ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT FCivil Engineering Environmental R� -X29 SILT RETENTION REVIEWED BY: REVIEWED BY: REVIEWED BY REVIEWED BY: REVIEWED BY: 2442 Second Avenue * UP 6/30/16 * • • • • / 30 15 0 30 60 90 O San Diego, CA 92101 9 IVIL • O. .I�3 (619)232 -9200 (619)232 -9210 Fax f jtcOF CAI�F���\ • S7 GTR RA p W 1 ( ( + �'•` O I � �' 11 �l'O �� " - '' �� 2 Consultants, Inc. E DATE: DATE: DATE: DATE: DATE: SCALE: 1" = 30' N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. N 1 NEW SHEET AA.A/� _Z411/14 CITY OF ENCINITAS ENC -38 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AO APPROVED EROSION CONTROL PLAN FOR: 2.5' BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1 " =20' CURB INLET ON THE EAST SIDE OF MANCHESTER DATE: Z /3 ALBIN /STAHMER PRIVATE ROAD 10349 -G ti AVE. 0.1 MILE SOUTH OF INTERSECTION WITH EL BRUCE OBE N BY; BY, AA/ Mo BERRYMAN CANYON ROAD o CAMINO REAL. VERTICAL AS SHOWN R.C.E. NO. 48529 MASIH MAHER ('.O(GLENN PRUIM ENCINITAS, CA 92024 ENGINEER EL: 37.52 DATUM: NAVD88 EXP. 6-30-2016 DATE: DATE: Zd y0 CASE No: 15 -133 DR /CDP (05 -167 TPM /CDP) SHEET 3A OF 6 rn __ r ,S1 �N PROJECT SITE s m TENNIS CLUB DRIVE INTERSTATE 5 MANCHESTER DESCR IPT ION STD, DWG SYMBOL ✓� i' j - _ % PROPERTY LINEI RIGHT -OF -WAY LME - - `% - , r �- --'`�� LOT LINE 7 �� %�i '✓i - - i / 7 0 �L -` r EASEMENT LINE -- - - - - -- f - - - - �` �,a EXIST CONTOURS -195-- - - - x ax Y PROPOSED CONTOURS 160 -AL �� - - - �- - - GRADED SLOPES (21 AIA? CA 1Np R - 1 3 4" I.P. w IsC "<s 8253 4 'x _ -- EL M = - +A / - PROPOSED SPOT ELEVATIONS - 165 s ,� L 314" I.P. w DISC "LS 8253" -- __--~ 3 4° I.P. w DISC "LS 8253" DAYLIGHT LINE _ - x i _ � , EXIST WATER LINE EXIST SEWER LINE _ EXIST STORM DRAIN EXIST TYPE F' CATCH BASIN D -7 LS 8 r- 3 4 I.P. w DISC 253 " EXIST E- CLEANOUT D -9 % CATCH BASIN 2" I.P. PER MAP 8143 -- �� - - / "'f/ -- 50' WETLAND BUFFER & FUEL MODIFICATION e - / - - _ . - :- ' y r RETAINING WALL ALL WALLS ST E C -1 C -9 - - _ - - SPLIT FACE MASONRY BLOCK-RCP B ZONE SEE FINAL FUEL MODIFICA110N PLAN _ _ ° � _ _ _ � PADRE BROWN OR EQUIt/ALENTJ - - BY ! UDEK, DATED 03- 16 -10. _ - + + /, _ '- x �_.- - 1 - i I _ -{ +}� '. + t* ` +ty __ f mix -_r tl WROUGHT IRON FENCE (PER LANDSCAPE ARCHITECT) - - -- _ _. + *4 «+ -� ,+ {'+ + GRASSY SWALE `: + + + + t +. + .{ + t h` „ + } , ',� + t + 1 *« }'+ _ - TRENCH DRAIN S + a + +1 I ^- / _ +` Y N (ND OR EQUAL) / * - .♦ =_ : a0+ ;_ �. x x PCC BROW DITCH SHT 5 /f +` ;} *+ }� . ��' �f I z I - i . + SHT , -- --7 i. f PCC DRW5., Y t j* / + + , + a + + + , a d , , i + t , + } �- +� -i--Y +`ii a`�.'T k " i T " i-'� t -- 1 1 + ♦ 4 L $ MIN �^ ..i f ++� +mod ++i 4 i ♦ + + , i ! 4 t } , + , d, ++ 4{ '. ' / • + +'+ t - - AC PAVEMENT „ + , + +` + `, t + + + + + , + + + }, + + t f ,* J* d + +f , + t { #4} mx � 1I PROPOSED BUILDING - - - -- y 1 J� ��4 P? "a.:• r �.: fit` I ROOF EAVES - Z ` s �i x FUEL MODIF /CATION ZONE (FMZ) NOTES• I ( ! T s 1. NO PART OF RETAINING WALLS AND FOOTING SHALL ENCROACH INTO ADJACENT PROPERTIES OR EASEMENTS. 2" LP. w1DISC "LS 8253' _ • -_� __� fa Qeo z•z 1� 2. PROPERTY OWNER SHALL MAINTAIN ALL DRAINAGE FACILITIES LOCATED WITHIN THE PARCEL AND BE RESPONSIBLE 2 -J THE PROPER r3 4" LP. w DISC IS 8253" "; T 3 4" LP. w ISC "LS 8253" 3 4 LP w DISC LS 8253 _ _ - _ - TO PREVENT DAMAGE TO DOWNSTEAM PROPERTIES. a �, - J. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO LOCATE PROPERTY LINES AND CONFORM TO SETBACK _ - - - -_ I" LP. w /SC "LS 3712" _ - REQUIREMENTS \\ , -3/4 I.P. w /CAP LS 5871 a -M M - -- - M M T Yl �'/� T - -� ��'��`� \� ! I - ��" •- ; �r �� _ � 4. PRIOR TO GARAGE FOUNDATION INSPECTION, DRIVEWAY SLOPES ARE TO BE INSPECTED BY THE PLANNING DIVISION FOR � j _ _ _ _ _ COMPLIANCE WITH CITY OF LA MESA PARKING STANDARDS 5. TO MAINTAIN THE BACKWATER VALVE PER THE MANUFACTURERS SPECIFICATIONS AND g.•.:: _ _- - - - - -- PROPERTY OWNERS Q`\�I• '•.- -., ,.• �y�i `{t �. .. � '^ r1• - -, � - - - -- ,' -_ - - --� -� RECOMMENDATIONS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND MUD ON ADJACENT STREETS DUE TO THE W 0 W MANCHESTER AVENUF Q VICINITY MAP NO SCALE LOT AREA TABLE PARCEL LOT 1 LOT 2 LOT 3 LOT 4 GROSS AREA (AC) 1 0.94 1.16 1.14 0.99 NET AREA (AC) 0.39 0.60 0.65 0.60 IMPERVIOUS AREA DATA TABLE (ENCLAVE - PHASE 11) PARCEL IMPERVIOUS AREA (S.F.) BMP AREA REQUIRED (S.F.) 1 3,866 154.6 2 t1- 67821-- 279.9 �7z13- 3 4393 -4,85 115.3 194.1- 4 5,171 37595° 270.0 Ri9.8 ROAD 5,827 233.1 TOTAL 6,248 4&%R- 1,049.9 -;,876.5� SOILS ENGINEER'S CERTIFICATE /, TIMOTHY E. METCALFE, A REGISTERED GEOLOGIST IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUS /NESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT l HAVE REVIEWED THE REPORT PROVIDED BY GEOSOILS, INC DATED APRIL 14, 2014 AND THAT l CONCUR WITH THE FINDINGS, CONCLUSIONS AND E EXIST. RECOMMENDATION PROVIDED THEREIN. THE RECOMMENDATIONS PROVIDED BY E ESMT. GEOSOILS REMAIN APPLICABLE UNLESS OTHERWISE SUPERSEDED IN FUTURE REPORTS BY THIS FIRM. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER FURTHERMORE, l HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE, GR IN PLANS AND SPECIFICATIONS. E ' EXISTING '11� ' SIGNED. DATE. GROUND I� r It° yx� - CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY, AT THE END OF EACH WORKDAY, OR AFTER A KEY MAP 40 20 0 40 80 120 STORM EVENT THAT CAUSES A BREECH IN INSTALLED CONSTRUCTION BMP'S, WHICH MAY COMPROMISE STORM WATER QUALITY WITHIN ANY STREET, A STABILIZED CONSTRUCT /ON EXIT MAY BE REQUIRED 0 PREVENT CONSTRUCTION VEHICLES 1 " =40' " "` °' OR EQUIPMENT 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 SEVEN CALENDAR DAYS ARE TO BE COVERED. ALL REMOVABLE SUP DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE -DAY RAIN PROBABILITY FORECAST EXCEEDS 409 DESIGN REVIEW SUMMARY ` FLOOR PLAN BUILDING AREAS REd'D LOT NO. LOT AREA TYPE OF BED OF BATH 1st FLOOR 2nd FLOOR SUBTOTAL GARAGE STORAGE TOTAL ARCHITECTURAL SnIE PARKING SPACES 1 16,806 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. 3719 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 SEE ENCLAVE PHASE 111 GRADING AND IMPROVEMENT LANS FOR EMERGENCY ACCESS TURNAROUND. - -- *ALL IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ROADS AND FIRE HYDRANT INSTALLATION, NEED TO BE INSTALLED PRIOR TO ANY COMBUSTIBLE �WATERIALS BEING BROUGHT TO THE SITE. 4 EXIST. ESMT. V An- semi 181 [IC4 AC CL 11 BASE CURB OR REDWOOD TYPICAL SECTION HEADER. EXTEND BERRYMAN CANYON .. O UNDER 8. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS, WHICH PROPOSE THE CONSTRUCT /ON OF ANY CONCRETE IMPROVEMENTS THAT ARE T0, BE POURED ON- SITE.- 9. THE CONTRACTOR SHALL RESTORE ALL EROSION /SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER EACH RUN -OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREACHES IT EFFECTIVENESS. 10. ALL SLOPES THAT CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 11. THE STORAGE OF ALL CONSTRUCTION MATERIAL AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS IN TO THE ENVIRONMENT. NPDES STATEMENT /SPECIAL NOTE: WDID N0. 937CJ69341 CONTRACTOR'S NOTE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE MOST RECENT STATE UMV7hVfiYZED CHVVGES & USES WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCT /ON ACTIVITY. IN ACCORDANCE WITH USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF 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 ACTIVITIES, CONSTRUCT /ON CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, AND A COMPLETE AND ACCURATE NOTICE-OF-INTENT TH TENT (NOl) SHALL BE FILED WITH THE SWRCB. A COPY OF CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY AL THE DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT THIS COMPLETED NO/ FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND WITH THE CITY OF ENCINITAS WHEN RECEIVED. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF ENCINITAS HARMLESS FROM ANY AND IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY PORTION OF THE PROPERTY COVERED ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. BY THIS GRADING PERMIT NO. 9055 -G, AND BY SWRCB ORDER NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB LEGAL DESCRIPTION ORDER NO. R9- 2009 - 0001. N011 (APNs. 262- 080 -32, 33, 34, 35) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 WEST, S.B.M., IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF. By, - - -�' -LATE.- Z 2 Z, �. DI S- EARTHWORK DEVELOPMENT SOLUTION ENCLAVE, LLC STEEPEST EX /STING NATURAL SLOPE ON -SITE _ I H: / V SITE ADDRESS 1302 CAMINO DEL MAR, MAXIMUM VERTICAL DEPTH OF CUT = 88 DEL MAR, CA 92014 MAXIMUM VERTICAL DEPTH OF FILL = 4.4 1264, 1268, 1272, 1276 BERRYMAN CANYON RD. ENCINITAS CA, 92024 CUT = 768 C. Y. FILL = 675 C. Y. EXPORT = 93• C. Y. * RETAINING EXPORT TO BE USED FOR RECOMPACTION OF SITE OWNER R��F� ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT DEVELOPMENT SOLUTION ENCLAVE, LLC 1302 CAMINO DEL MAR, Civil Engineering Environmental ? DEL MAR, CA 92014 wfr RCE „ 48929 REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: 2442 Second Avenue * ExP 6/30/16 * (858) 259 -8500 San Diego, CA 92101 `fJ,9 CIVIC- �� (619)232 -9200 (619)232 -9210 Fax TFOF �EO�� �� z. •1U I • c i • `� Z• 1V. IG NEW SHEET Consultants, Inc. CA1 DATE: DATE: DATE: DATE: DATE: REVISIONS APPROV D DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DIVISION APPROVALS `CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 1 NEW SHEET 2 II 1 CITY OF ENCINITAS ENC -38 PLANS PREPARED_ UNDER SUPERVISION OF RECOMMENDED ,Q0 APPROVED PRECISE GRADING PLAN FOR: A1S -> Afr fARCEA ItZ y 1 2.5' BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1 " =40' CURB INLET ON THE EAST SIDE OF MANCHESTER BRUCE A.. TSON DATE: Ia /7 //s ,w�AA ENCLAVE - PHASE I I 10349 -G AVE. 0.1 MILE SOUTH OF INTERSECTION WITH EL 48529 BY: BY: /V,, M BERRYMAN CANYON ROAD CAMINO REAL. VERTICAL AS SHOWN R.C.E. N0. MASIH MAHER GwGLENN PRUI ENCINITAS, CA 92024 ENGINEER 6 -30 -2016 EL: 37.52 DATUM: NAVD88 EXP. DATE: DATE: 2/11/16 CASE NO: 15 -133 DR /CDP (05 -167 TPM /CDP) SHEET 4 OF 6 SEE ENCLAVE PHASE 111 GRADING AND IMPROVEMENT LANS FOR EMERGENCY ACCESS TURNAROUND. - -- *ALL IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ROADS AND FIRE HYDRANT INSTALLATION, NEED TO BE INSTALLED PRIOR TO ANY COMBUSTIBLE �WATERIALS BEING BROUGHT TO THE SITE. 4 EXIST. ESMT. V An- semi 181 [IC4 AC CL 11 BASE CURB OR REDWOOD TYPICAL SECTION HEADER. EXTEND BERRYMAN CANYON .. O UNDER 8. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS, WHICH PROPOSE THE CONSTRUCT /ON OF ANY CONCRETE IMPROVEMENTS THAT ARE T0, BE POURED ON- SITE.- 9. THE CONTRACTOR SHALL RESTORE ALL EROSION /SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER EACH RUN -OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREACHES IT EFFECTIVENESS. 10. ALL SLOPES THAT CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 11. THE STORAGE OF ALL CONSTRUCTION MATERIAL AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS IN TO THE ENVIRONMENT. NPDES STATEMENT /SPECIAL NOTE: WDID N0. 937CJ69341 CONTRACTOR'S NOTE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE MOST RECENT STATE UMV7hVfiYZED CHVVGES & USES WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCT /ON ACTIVITY. IN ACCORDANCE WITH USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF 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 ACTIVITIES, CONSTRUCT /ON CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, AND A COMPLETE AND ACCURATE NOTICE-OF-INTENT TH TENT (NOl) SHALL BE FILED WITH THE SWRCB. A COPY OF CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY AL THE DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT THIS COMPLETED NO/ FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND WITH THE CITY OF ENCINITAS WHEN RECEIVED. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF ENCINITAS HARMLESS FROM ANY AND IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY PORTION OF THE PROPERTY COVERED ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. BY THIS GRADING PERMIT NO. 9055 -G, AND BY SWRCB ORDER NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB LEGAL DESCRIPTION ORDER NO. R9- 2009 - 0001. N011 (APNs. 262- 080 -32, 33, 34, 35) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 WEST, S.B.M., IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF. By, - - -�' -LATE.- Z 2 Z, �. DI S- EARTHWORK DEVELOPMENT SOLUTION ENCLAVE, LLC STEEPEST EX /STING NATURAL SLOPE ON -SITE _ I H: / V SITE ADDRESS 1302 CAMINO DEL MAR, MAXIMUM VERTICAL DEPTH OF CUT = 88 DEL MAR, CA 92014 MAXIMUM VERTICAL DEPTH OF FILL = 4.4 1264, 1268, 1272, 1276 BERRYMAN CANYON RD. ENCINITAS CA, 92024 CUT = 768 C. Y. FILL = 675 C. Y. EXPORT = 93• C. Y. * RETAINING EXPORT TO BE USED FOR RECOMPACTION OF SITE OWNER R��F� ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT DEVELOPMENT SOLUTION ENCLAVE, LLC 1302 CAMINO DEL MAR, Civil Engineering Environmental ? DEL MAR, CA 92014 wfr RCE „ 48929 REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: 2442 Second Avenue * ExP 6/30/16 * (858) 259 -8500 San Diego, CA 92101 `fJ,9 CIVIC- �� (619)232 -9200 (619)232 -9210 Fax TFOF �EO�� �� z. •1U I • c i • `� Z• 1V. IG NEW SHEET Consultants, Inc. CA1 DATE: DATE: DATE: DATE: DATE: REVISIONS APPROV D DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DIVISION APPROVALS `CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 1 NEW SHEET 2 II 1 CITY OF ENCINITAS ENC -38 PLANS PREPARED_ UNDER SUPERVISION OF RECOMMENDED ,Q0 APPROVED PRECISE GRADING PLAN FOR: A1S -> Afr fARCEA ItZ y 1 2.5' BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1 " =40' CURB INLET ON THE EAST SIDE OF MANCHESTER BRUCE A.. TSON DATE: Ia /7 //s ,w�AA ENCLAVE - PHASE I I 10349 -G AVE. 0.1 MILE SOUTH OF INTERSECTION WITH EL 48529 BY: BY: /V,, M BERRYMAN CANYON ROAD CAMINO REAL. VERTICAL AS SHOWN R.C.E. N0. MASIH MAHER GwGLENN PRUI ENCINITAS, CA 92024 ENGINEER 6 -30 -2016 EL: 37.52 DATUM: NAVD88 EXP. DATE: DATE: 2/11/16 CASE NO: 15 -133 DR /CDP (05 -167 TPM /CDP) SHEET 4 OF 6 OWNER R��F� ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT DEVELOPMENT SOLUTION ENCLAVE, LLC 1302 CAMINO DEL MAR, Civil Engineering Environmental ? DEL MAR, CA 92014 wfr RCE „ 48929 REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: 2442 Second Avenue * ExP 6/30/16 * (858) 259 -8500 San Diego, CA 92101 `fJ,9 CIVIC- �� (619)232 -9200 (619)232 -9210 Fax TFOF �EO�� �� z. •1U I • c i • `� Z• 1V. IG NEW SHEET Consultants, Inc. CA1 DATE: DATE: DATE: DATE: DATE: REVISIONS APPROV D DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DIVISION APPROVALS `CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 1 NEW SHEET 2 II 1 CITY OF ENCINITAS ENC -38 PLANS PREPARED_ UNDER SUPERVISION OF RECOMMENDED ,Q0 APPROVED PRECISE GRADING PLAN FOR: A1S -> Afr fARCEA ItZ y 1 2.5' BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1 " =40' CURB INLET ON THE EAST SIDE OF MANCHESTER BRUCE A.. TSON DATE: Ia /7 //s ,w�AA ENCLAVE - PHASE I I 10349 -G AVE. 0.1 MILE SOUTH OF INTERSECTION WITH EL 48529 BY: BY: /V,, M BERRYMAN CANYON ROAD CAMINO REAL. VERTICAL AS SHOWN R.C.E. N0. MASIH MAHER GwGLENN PRUI ENCINITAS, CA 92024 ENGINEER 6 -30 -2016 EL: 37.52 DATUM: NAVD88 EXP. DATE: DATE: 2/11/16 CASE NO: 15 -133 DR /CDP (05 -167 TPM /CDP) SHEET 4 OF 6 + J + -F I­- + + + + + 1- 4 4 t- -:-F- --4-- - __ -' __ 1- 4 + + + + + + + t + FMZ- I - -FAIZ + + + I i ---- + + + + + + + F + + + + + + -4- + + + + + + + + + I _-4- 4- + + + i- - -q- 62 4- + + 4- + + + 4- 4- + + + + + + I- + 4- -f- + EASEMENT LEGEND: _+__ ___ ___ 4- + + + + --F + + + + + + + + + 4- 4- + + + + [8] AN EXISTING EASEMENT GRANTED TO DALE WOODWARD FOR ROAD -164 + + + + + + + + + 4- 4- -4 _f + 4- 4_ -9- + +1 -t- + AND UTILITY PURPOSES RECORDED ON SEPTEMBER 19, 1962, + 4- + + + + _j� -4- T + t + + + -F 4 + 4- + + I 4 + + + .---f + + 4- + + =t� + + INSTRUMENT NO. 161482 OF OFFICIAL RECORDS. + + 106 -4- 13 AN EX /STING EASEMENT CONTAINED IN DOCUMENT ENTITLED + + + + + -4- + 4- + + + + + 4- 4 + + + + + + + + + + AGREEMENT" FOR ROADWAY AND UTILITY PURPOSES, RECORDED ON +1 + 4 + JANUARY 21, 1972 INSTRUMENT NO. 15917 OF OFFICIAL RECORDS. E&ISTIN + + + + + + + + + + 7 + + 4- 4- + + + + + 4- BROK�_D 4 -1 r + + + + + + + 4 + 4' + 4- + + + + + + 4 + + + + EXISTING FOR ROAD s FIB] AN EX ING EASEMENT f AD AND UTILITY PURPOSES PER 41 4- + + -4- 4- + + 4- + GRANT DEED REC. 03 -3I-1999 AS DOC. NO. 1999-213629, O.R. 4- + + + 1+ + + + + + + + F2_0] AN EYISTING EASEMENT GRANTED TO THE CITY Of ENCINITAS FOR 1 5, 4- 4- 4 _'L T IC C0 H N�. i>1 + 4- '�k + + + + + + + + + + 166.J4 Ff + + 4- 4- -1- + + \4- EMERGENCY ACCESS PURPOSES, RECORDED DECEMBER 8, 2009, + 4- INSTRUMENT NO. 2009-0679928 OF OFFICIAL RE-CORDS. + + 4 + + 7' WIDE PRIVATE DRAINAGE EASEMENT I + + 4_ 160- 166 4 FL PER DOC NO. W 9-00'7886, + +. 4- + _T + 4- + 4- 1+ + -i FUZ F2_1] AN EXISTING EASEMENT FOR PRIVATE ROAD PURPOSES, RECORDED DATED-3-A-m- 9,?A8 4 c FEZ + + + + 4- DECEMBER 14, 2009, INSTRUMENT NO. 2009-0689114 OF OFFICIAL I 1 6' HIGH MASONRY WALL RECORDS. T + + + + + 1 4 PER LANDSCAPE PLANS .... . 4 + + 4 4 + ROOF LINE LANDSCAPE LEGEND SYMBOL OESCRIP77ON 6' HIGH WROUGHT IRON FENCE PER LANDSCAPE PLANS 6' MASONRY WALL PER LANDSCAPE PLANS 6' HIGH WOOD FENCE PER LANDSCAPE PLANS 6' HIGH VINYL FENCE PER LANDSCAPE PLANS RETAINING WALL (SPLIT FACE MASONRY BLOCK -RCP PADRE BROWN OR EQUIVALENT) 16' WIDE OWY, TO BE PERMEABLE PAVERS OR OTHER DECORATIVE TREATMENT (NOT PLAIN ASPHALT OR CONCRETE) CONSISTENT WITH BERRYMAN CANYON DESIGN GUIDELINES 4' WIDE D.G. WALKWAY, SEE LANDSCAPE PLANS FOR DETAILS A, -4 A: *SEE LANDSCAPE PLANS FOR FENCE AND WALL DETAILS AJACnAlOV JAIAI I 1 1 F_ - - - - - - NSTAL I 168- 11 - - - MCA (TIP) MEAD FG ROOF LINE 166-80 FL ib�).11 FL 2.8% W793 FL k _*1 16 7.38 FG 6Z9 FL 6.6 1673 FL ---CON (10 (Tw) C. PATIO____ 16738 FG FL 166.98 FG T % \ - - - - - - - 167.46 FLT 168.45 FG _j 17 z 6% F/ T 157 - - - 307 5.41 4.1 8% 67..48 R 71L _j '17-4 11 168.01 FL 16ZOO FG fE T 68.5 FG 16765 __aL75 F 770 167.38 FG - My E CO- CONC t-I 77 1 1 SYSB I ROOF Of IE �168 58 FG GP 1600.1 L 169.0 EG DARr� IDA I?Cf 2 11 0 20.31 FP 167. 30 T _ 7 0' S YSB FP 168.50 f'f_ 168.05 167.95 FS Ff- 169.25 J FL 10' SYSB '54 FS" ' II 20 21 w _147 \167.75 FS 168.81 10, SYSB 168.95 FS' 168.75 FS 7 50 FS 1% ..16R 47 ­-7 T 20.19' Vp GP `168.1 4. GP 166.9 4 16" TRENCH DRAIN PER I. A 167.75 FS DETAIL THIS SHT. 0" E06�2fj 168. 168.95 FS 072 . , . . . � 1 1 . : .; 1.10, 1FO-0 H 187 FS .. . . ..' I? : ... 1. 1� 167.38 FG 167.,38 FG CONC. PATIO _E00 4 FS 1 . ' w - 3 16A54 FS DETAIL AIL M113 SHT. 1 7 6 J8 FG 166.2 ;�Igp C-11 16Z71 Z C-1 4, 1 R.39 F1 IN- a, --- 44 FO LEGEND: 1. ANCHOR INTO WALL: SCREW EYE FOR MASONRY EXPANDABLE ANCHOR IN MASONRY 2. 13 GAUGE GALVANIZED WIRE. NUMBER AS REQUIRED TO COVER WALL J FLEXIBLE TIE TAPE SECURING VINE TO WIRE 4. FINISH SURFACE NOTE: WHEN PLANTING SEVERAL VINES ON ONE WALL, WIRE TRELLIS SHALL BE CONTINUOUS WALL SOFTENING DETAIL (VINE TYING) SCALE. • NONE DIMENSION DENOTES ENCROACHMENT OF ROOF EAVES OVER THE SETBACK LIMITS FUEL MODIFICATION ZONE (FUZ) Civil Enpeering • Environmental 2, Set' Avenue San Diego, CA 92101 (619)232-9200 (619)232-9210 Fax Consultants, Inc. REVISIONS APPROVED I DATE 0 RCE 48529 Z E X Xp p 6/30/16 /16 16 "I'. REFERENCES I DATE T- PTO— 6" PVC @ 0.67 C 1�"` GRATE _1Y'_ GRATE 12" GRATE__ 170.41 FL PARKING" 12" GRATE - 170.0 FL 170.55 F17L 169.68 TG 169.78 TG 170.40 TG HP 67 169.88 TG 168.50 1E 168.80 1E 6" PVC ®0.69 FH P1 • 168.68 1E VC WA TER 772 168 9 2 IE PER 1OJ49-G M L - - - - - - - - - - --------- - - - - -- - - --- - - - - - - - 4 PVC SEWER - - - - - - - - - - - - - - - - - - - - - - ZATERAL PER 1001.3-1 T__ BERMAN CA INV RD. 2.77. 2 p 8" PVC SEWER / 76 PER 0013-1 4" PVC SEWER TING CONC. EXISTING X LATERAL PER 10013-/ BROW DITCH z - - - -- - - - - - - - - - - - - - - - z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o rn RETAINING WALL TYPE 'A' 8" 2.8' NOTES: 0 10" GRATE PER EAST AC PAVEMENT 1. EX /STING MONUMENTS TO SE PROTECTED IN PLACE ANY SURVEY PER SDRSD C-9 2:1 MAX 1' MAX EXPOSURE 6" MIN. 4' JORDAN IRON WORKS MONUMENT SHOWN ON PARCEL MAP 20853 AND REFERENCED ON VAR. (OR EQUIV.) CATALOG THIS PLAN THAT IS DESTROYED OR DISTURBED BY CONSTRUCTION No. V -7382 6" MIN. SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A C) CORNER RECORD SHALL BE FLED WITH THE COUNTY (ADA TRAFF1 2% 4 z GROUND 2 RETAINING WALLS TO RE SOFTENED WITH VINE TYING PER DETAIL. -1 1 - %"_ EXISTING DRIVEWAY MODIFIED 11 �T-j rg-1 77, L-l' F, T .4 V-GUTTER PUBLIC EASEMENT FOR PRIVATE z TI III -tv IET STREET RECORDED ON PARCEL LO GRASSY SWALE - SECTION 13-13 TRENCH DRAIN DETAIL - 91- 0 (N. TS) SCALE NEW SHEET MAP NO. SECTION A-A ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT (N. TS) I REVIEWED Y: REVIEWED BY: REVIEWED REVIEWED BY. REVIEWED BY. __ 10 5 0 10 20 30 �L 1 777 `1 Via Q0 -Ito AQ DATE: DATE: DATE: DATE: DATE: SCALE: 1' = 10' BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DIVISIOWAPPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. - CITY OF ENCINITAS ENC-38 PLANS PREPARED )6NDER SUPERVISIgN .CIF RECOMMENDED ,Q® APPROVED PRECISE GRADING PLAN FOR: - 2.5' BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1"=10' CURB INLET ON THE EAST SIDE OF MANCHESTER U DATE: ENCLAVE PHASE 11 -G - AVE. 0.1 MILE SOUTH OF INTERSECTION WITH EL BRUCE IZZ7 BY. BY: AA- /0 BERRYMAN CANYON ROAD 10349 - CAMINO REAL. VERTICAL AS SHOWN ENGINEE R.C.E. NO. 48529 MASIH MAHER f-Gr GLENN PRUIM ENCINITAS, CA 92024 1 IEL: 37.52 DATUM: NAVD88 EXP, 6-30-2016 DATE: DATE: Z/10/11, CASE NO: 15-133 DR/CDP (05-167 TPM/CDP) C1<0 I SHEET 5 OF 6 - + - - - - + - � -- - +I F + ; + + + + + + ' _ ± + + + + + i + + + + + +- +- i 5g + - EASEMENT LEGEND: + I + + -+-� + + =f _ - i i t - + + 4 + _ - - + + + �_ 1- f f + + L�7 _ - ., _ MZ�, - �.. ROAD XAND U TY PURPOSES.TERECORDEDE W/OODWEMBER9, __ _ _ U - - 1 INSTRUMENT NO 161482 OF ECOROS -+- k + 4 -4- + -+ i + -f t � - + + 4- -f F + f i� - -r - -- - 962, IN +f + FFIC/ _ - 2' X 5' RIP RAP - -- r _ _ + + + - -- - - + - 1 C a _ EE LEGEND) M 13 AN EXISTING EASEMENT CONTA /NE DOCUMENT ENTITLE f + I + + + + + + + } + + + - -s_ - - - �- t _+- -- + fi + +- >- + 1609TF 164.30 TW AN AGREEMENT FOR ROADWA ND UTILITY PURPOSES, __ -- - - I - + + + t 7 WIDE PRIVATE DRAINAGE EASEMENT +- + i 161.30 EG RECORDED ON JANUARY 2 1972 INSTRUMENT NO. 15917 +- _ + - + - } + ! + 7 6 4 -- D 161.00 IF - +- + PER DOC NO. Q • w- OI R 163.60 FL , k , OF OFFICIAL RECORDS + + -+ + + + + + + + + + + + + + + + r + i DATED:.IALL�,3P1� \ I ' -- - - -411 + - 6 + r + + + + T f + F { 7 _- - - - - - ❑ C. 03 -31 -1999 AS l , - ' , ' EX /STING LAS NI FOR ROAD AND UTILITY + + \ 1B PURPOSES P GRANT DEED RE C. + + + + + + + + + + - + ' 6' HIGH MASONRY WALL / + +� rt +163.89+F / / ROOF LINE 164.50 TW DOC. N0. 99- 213629, O.R. 160.00 1F .' - + H 4 + + + + + + + - f + + -i_ PER LANDSCAPE PLANS �I / 0- $ - / + /-17 (�) 163.53 FL \ I 20 X/STING EASEMENT GRANTED TO THE CITY OF ENCINITAS v 163.85 FL _ _ + + -r + + + + + + + - + + +- + 4- + + } 64 00 / -�/ A� {yALL OPEN / G OR EMERGENCY ACCESS PURPOSES RECORDED DECEMBER 8, 164.10 FS - - -- N { , ' ' , ' i ' 2009, INSTRUMENT N0. 2009 - 0679928 OF OFFICIAL RECORDS. + i + + + +' + + + + Z - -------- - - - - -- - --L- PER DETAIL X 5' RIP P rs 164.10 FS + 4,64-0`5 -FL- THIS SHT._ + T WIDE PRIVATE DRAINAGE EASEMENT - / 163.98 FL __-- (SEE LEGEND) 21 AN EXISTING EASEMENT FOR PRIVATE ROAD PURPOSES, W + �+ _ PER DOC NO. 164.54 FL / _ 0.8 - - _ - I RECORDED DECEMBER 14, 2009, INSTRUMENT NO `DATED: / OOF LIVE - -- I 2009-0689114 OF OFFICIAL RECORDS 16 FL -F \ / - - - - - - - - - 163.96 FL ( ) - a+{{,{ _ � 0.94 � , ' , �j f�fZ / - - - - - - ROOF LINE of -- -CONC. PA710- I� a`. ' ® OLIIVENHA /N MUNICIPAL WATER DISTRICT WATER EASEMENT 164 50 TW -- � (�) H =0.36' � �: _.. I � • , • , ' ' ' > '' ' ' ' • ' -- REC. � - - -� AS DOC. N0. - - - - - -• OF O.R. 9 __ CONC PA 1 164.14 BW 10' SYSB I t - - -;� �'$% / 1 -- . 65.25 FG 164.45 FS L 1�I - - 12 � 164.45 FS , -- , I / -- 1164.14 FL I I'.',' ENS cP >s3 s LEG �° I I I 341'• DIMENSION DENOTES ENCROACHMENT OF 0 I 165 I q' I 65:25 1 °j 164.10 FS / + I ROOF EAVES OVER THE SETBACK LIMITS 165.55 FS I I 150' � I� � , 163.94 FL I L 2352 L 2.00 RIP RAP (5' X 2' FACING CLASS ROCK, 1' THICK) LANDSCAPE LEGEND 161.30 FS 1 cP 165.6 1500. PARCEL 3 6' HIGH WROUGHT IRON FENCE PER LANDSCAPE PLANS If �j 1- PARCEL 4 PRECISE GRADING PLAN FOR: 6' HIGH WOOD FENCE PER LANDSCAPE PLANS F 5.00' i FP 165.00 BRUCE A. ROBERTSON DATE: 4' WIDE D.G. WALKWAY, SEE LANDSCAPE PLANS FOR DETAILS 164.25 FS�' ' j 1 1 0 FS FP 9 6.00 i o 46529 By; By. /V�• /✓� BERRYMAN CANYON ROAD o R.C.E. N0. FF 165.75 ENCINITAS, CA 92024 � I � 1s4:z5: s .. " � FF 164. 1s4.5D 164:45 FS 75 rl " ' FUEL MODIFICATION , . � ZONE � FMZ 165.04 1 � FL ll -� - - = - ' ' 165.25 FS M 1R5 F5 Fc � 10' SYSB 164.5FB I 1% ?60.00 , , , , LANDSCAPE LEGEND SYMBOL DESCRIPTION CITY OF ENCINI - PUBLIC WORKS DEPARTMENT 6' HIGH WROUGHT IRON FENCE PER LANDSCAPE PLANS 6' MASONRY WALL PER LANDSCAPE PLANS RECOMMENDED �Q� APPROVED PRECISE GRADING PLAN FOR: 6' HIGH WOOD FENCE PER LANDSCAPE PLANS 6' HIGH VINYL FENCE PER LANDSCAPE PLANS RETAINING WALL (SPLIT FACE MASONRY BLOCK -RCP PADRE BROWN OR f- 00VILENT) 16' WIDE DWY, TO BE PERMEABLE PAVERS OR OTHER DECORATIVE TREATMENT (NOT PLAIN ASPHALT OR CONCRETE) CONSISTENT WITH BERRYMAN CANYON DESIGN GUIDELINES BRUCE A. ROBERTSON DATE: 4' WIDE D.G. WALKWAY, SEE LANDSCAPE PLANS FOR DETAILS 10349 -G *SEE LANDSCAPE PLANS FOR FENCE AND WALL DETAILS -168 r co W 1670 FG 167.44. FS - �i t. Y-- TW 'o. a. 69.53 S v -g $ 90 If ,i6 16 7.14 �S.-. }67. FS 169. 'd III C141 169.65 FS q L_ M 03 169.27 FS 16756 FS 16738 FS 16727 FS - ° n M- M M M 10 PVC WATER M M I h 10" PVC WATER o I PEK 10349 -G (� M L M j -- -- 6 3 PER 905 -'1 L M - M " M- -- - - - =- -- � ° II II 4° PVC SEWER I - - ------ - - - - -- - -� - - +� - - - - - - - � LATERAL PER 10013 -1 o a -- ------------ - - - -`� - - PUBLIC EASEMENT FOR PRIVATE 2.79 �' ❑ � - - - - - -- SE}y I 1.689 I - STREET RECORDED 911115, AS BERRYMAN. CANYD RD PVT. (� f f I DOC. NO. 2015 - 0464155 OF O.R. - - 8 PVC SEWER TE PER 10013 -1 8 PVC SEWER " I =�- PER 1013 -1 - - S - -- -S- S S - _� S p I - S - - - - - - - - - - - L _ S 167.29 TC � PER 9055 -I 166.46: FL _ c ------ - - -_�__ _ - -- - _ _ __ - - - - - -- _ - - - - -_ - -� - -- - - a - - - _ , - - - - - - - -- - PUBLIC EASEMENT FOR-. - - - -' -f1 - - _- PRLIVATE STREET RECORDED .; -ON- PARCEL MAP a a a 4 , 3 3 1 ( IMPROVEMENTS Civil Engine ' g•Environmental 244K�e Avenue SanA 9201 00 (619)232 -9210 Fax Consultants, APPROVED I DATE NEW RCE - 48529 2 DIP 6/30/16 REFERENCES DATE BENCHMARK SCALE CITY OF' 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 INTERSECTION WITH EL CAMINO REAL. VERTICAL AS SHOWN EL: 37.52 DATUM: NAVD88 CAN WALL OPENING DETAIL NOT TO SCALE 9 1 2 1 RETAINING WALL TYPE 'A' I 1 �PER SDRSD C -9 1' MAX EXPOSURE PER 9055 -1 i I 1= III -i I I�i i 1-1 i I i I r- �ORIVEWAY - C+} ------ - - - - -- - ill -1In I EiII= I a ENCINITAS FIRE DEPARTMENT REVIEWED 8 i b DATE: SPECIAL DISTRICT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS REVIEWED BY: , REVIEWED 8Y REVIEWED BY: 1-10• 2.10-11 Z• �l • 6 DATE: DATE: DATE: J SECTION A -A NEW SHEET (NTS.) o HAIN MUNICIPAL WATER DISTRICT N I o 10 5 0 10 20 30 � a 2 DATE: SCALE, 1' = 10' m 0 I CASE NO. 15 -133 DR /CDP (05 -167 TPM/CDP) SHEET 6 OF 6 ENGINEERING DIVISION APPROVALS CITY OF ENCINI - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED �Q� APPROVED PRECISE GRADING PLAN FOR: ENCLAVE - P SE II Q BRUCE A. ROBERTSON DATE: 10349 -G 46529 By; By. /V�• /✓� BERRYMAN CANYON ROAD o R.C.E. N0. MASIH MAHER AW GLENN PRUIM ENCINITAS, CA 92024 > ENGINEER - EXP. 6-30-2016 _- DATE • DATE• 6 a � I CASE NO. 15 -133 DR /CDP (05 -167 TPM/CDP) SHEET 6 OF 6 a o 16 7. 0 FG ti .v PVC S . o v. a v EASEMENT LEGEND: ® AN EXISRAIG EASEMENT GRANTED TO DALE WOODWARD FOR ROAD AND UTILITY PURPOSES RECORDED ON SEPTEMBER 19, 1962, INSTRUMENT NO. 161482 OF OFFICIAL RECORDS, TO BE QVITCLA /MED• SEE BfLON. 13 AN EXISTING EASEMENT CONTAINED IN DOCUMENT ENTITLED %( AGREEMENT' FOR ROADWAY AND UTILITY PURPOSES, RECORDED ON JANUARY 21, 1972 INSTRUMENT NO. 15917 OF OFFICIAL RECORDS, To BE QU1TC1NMEO• SEf BELok4. 20 AN EXISTING EASEMENT GRANTED TO THE CITY OF ENCINITAS FOR EMERGENCY ACCESS PURPOSES, RECORDED DECEMBER 8, 2009, INSTRUMENT NO 2009 - 0679928 OF OfRCG4L RECORDS. 21 AN EXISTING EASEMENT FOR PRIVATE ROAD PURPOSES, RECORDED DECEMBER 14, 2009, INSTRUMENT NO 2009-0689114 OF OFFICIAL RECORDS, To BE QVITUA/MED. SEE BELOW • ® OLIVENHAIN MUNICIPAL WATER DISTRICT WATER EASEMENT REC. SEP, 14, 2017 AS DOC. NO. 2017 - 0421920, OF O.R. REC. SEP, 14, 2017 AS DOC. NO. 2017 - 0421919, OF O.R. LEGEND: 3.41' DIMENSION DENOTES ENCROACHMENT OF IL ROOF EAVES OVER THE SETBACK LIMITS 2.00" RIP RAP (5' X 2' FACING CLASS ROCK, 1' THICK) 5.00' DFUEL MODIFICATION ZONE (FMZ) I. / i , 2 X 5' RIP RAP � 8 (SEE LEGEND) FMZ 964 ti � SHEET 24 & 2B ..,,_ .: _. FM 164.30 TW WIDE RRIVATE DRAINAGE EASEMENT " PE DOC NO.�o1B_ _ 163160 FL -9G? , ,• ,k. .�. 1�^ f 161.30 EG 160.00 TF DATED .(AIM, 0 778 a 2' X 5' RlP RAP I „ 6 _. _ .... ( (SEE LEGEND) I • _.,• f' 0 TF 64.50 TW GONG PATIO 0.8% 160.00 TF I 7 Y , _ m . , 163.53 R - -- � ,. - - - - - - 16385 FL 164.10 FG c �'. WALL OPENING 163.50 TG 16' DRIVEWAY 164.05 FL PER THIS DETAIL I { � i , a { a { a 2' X 5' RIP RAP 763.98 FL { (SEE LEGEND) �� OOFLI - - - ` ( ) -WALL OPENING PER f �I { DETAIL THIS SHT. ROOF LINE 1 1 f 25. B ' " 10' SYSB '' 164.45 FS 162.50 R (TIP) 165 0 FG 2 B R I - - - - - -r -y - -- L---- I ,{.a, _.. 10349 -G, SHT, 2A & 28 ...- -� I„ y ' CONC PATIO I ' I � � 1Cz4.4 FG I '1650 TVA o 418 ,16Q { QO, TF, Iro� 10.00 SWALE TO FLOW UNDER FENCE �" �/ FYSB .164. I . ' ' ' 50 b ` 1 4:20 I FS I 163.30 EG 160.00 TF 764.25 'FS - ' 184..5 FS. EASEMENT LEGEND: ® AN EXISRAIG EASEMENT GRANTED TO DALE WOODWARD FOR ROAD AND UTILITY PURPOSES RECORDED ON SEPTEMBER 19, 1962, INSTRUMENT NO. 161482 OF OFFICIAL RECORDS, TO BE QVITCLA /MED• SEE BfLON. 13 AN EXISTING EASEMENT CONTAINED IN DOCUMENT ENTITLED %( AGREEMENT' FOR ROADWAY AND UTILITY PURPOSES, RECORDED ON JANUARY 21, 1972 INSTRUMENT NO. 15917 OF OFFICIAL RECORDS, To BE QU1TC1NMEO• SEf BELok4. 20 AN EXISTING EASEMENT GRANTED TO THE CITY OF ENCINITAS FOR EMERGENCY ACCESS PURPOSES, RECORDED DECEMBER 8, 2009, INSTRUMENT NO 2009 - 0679928 OF OfRCG4L RECORDS. 21 AN EXISTING EASEMENT FOR PRIVATE ROAD PURPOSES, RECORDED DECEMBER 14, 2009, INSTRUMENT NO 2009-0689114 OF OFFICIAL RECORDS, To BE QVITUA/MED. SEE BELOW • ® OLIVENHAIN MUNICIPAL WATER DISTRICT WATER EASEMENT REC. SEP, 14, 2017 AS DOC. NO. 2017 - 0421920, OF O.R. REC. SEP, 14, 2017 AS DOC. NO. 2017 - 0421919, OF O.R. LEGEND: 3.41' DIMENSION DENOTES ENCROACHMENT OF IL ROOF EAVES OVER THE SETBACK LIMITS 2.00" RIP RAP (5' X 2' FACING CLASS ROCK, 1' THICK) 5.00' DFUEL MODIFICATION ZONE (FMZ) I. / 06 , LANDSCAPE LEGEND SYMBOL DESCRIPTION 6' HIGH WROUGHT IRON FENCE PER LANDSCAPE PLANS 6' MASONRY WALL PER LANDSCAPE PLANS 6' HIGH WOOD FENCE PER LANDSCAPE PLANS 6' HIGH VINYL FENCE PER LANDSCAPE PLANS RETAINING WALL (SPLIT FACE MASONRY BLOCK -RCP MORE BROWN OR EOUAVALENT) 16' WIDE DWY, TO BE PERMEABLE PAVERS OR OTHER DECORATIVE 7REATMENT (NOT PLAIN ASPHALT OR CONCRETE) CONSISTENT WITH BERRYMAN CANYON DESIGN GUIDELINES a + 4' WIDE D.G. WALKWAY, SEE LANDSCAPE e . .,.. PLANS FOR DETAILS *SEE LANDSCAPE PLANS FOR FENCE AND WALL DETAILS +3 a } f� 2 a tls t - .r - _ - • - - - -- ��_ 16714 FS 167.16'FS -� 168_ -n oz W S 169.54 TW 7W PER PLAN ut 167.90 EG 166 90 F .. � �LsJl�i - - - - -- - - T -1_ PUBLIC EASEMENT FO - THE FOLLONI1V6ARE THE QUITCLAIM Off4i FOR THE PRIVATE STREET RECORDED EASEMENTS AS GISTEp ABOVE. �. �.... ON PARCEL MAP 21357 QUITCLAIM DEED RfCbRDfD DECE118ER -4 � m OCNOA 2019' - 0038807. DOCN0,,201 7-058 74 28,F RvARYl.20/9 s�08, SP OL.I OCT06ER 11, 20/9 As Dot NO.s 20/9 /0� G799 9 z0/9- 19 -70% D IS /SR .Zo /9 0 a> OFESS /O QROFESS/ Consultants, Inc. CHANGE N0. PVC SEWER aaaaaaaaair - - = c� -- - WALL OPENING DETAIL NOT TO SCALE PUBLIC EASEMENT FOR PRIVATE j � j �j S1REET RECORDED 1115, AS 2015 - 046464155, OF F O.R. R I 2' 1' RETAINING WALL TYPE A' - - - - PER SD EXPOSURE 1' MAX EXPOSURSUR E a - 1z IMPROVEMENTS ' PER 9055 -I DRIVEWAY ; k R , f ------------------- c,. P, RCI C 64811 ENCINITAS FIRE DEPARTMENT PLANNING DIVISION PARKS AND RECREATION FIELD OPERATIONS F:Xp.6/30/21 Civil Engineering Environmental `Pa• z acE X8529 qp IV1, o� REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: 2442 Second Avenue * 6 20 * �OF CA1�� San Die o CA 92101 �9, (619)232 -9200 (619)232 -9210 Fax DESCRIPTION I APPROVED I -DATE N/A ll 1RAI NIA- N /A DATE: DATE: DATE: DATE BENCHMARK DESIGNED BY: DRAWN BY: CHECKED BY: AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS ENC -38 2.5' BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET ON THE EAST SIDE OF MANCHESTER ENGINEER'S NAME AVE. 0.1 MILE SOUTH OFTERSECTION WITH EL CAMINO REAL. EL: 37.52 DATUM: NAVD88 CITY ENGINEER DATE DATE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED JBLIC WORKS 70NgTHAN RAAB RYDEEN DATE: Z / PLANNING � ra 811 BY: BY: _ _ REVIEWER 1.f9 -�'-r� , R.C.E. N0. JESSE OWENS J• �,y /,y4mcm ENGIN EXP. INSPECTOR DATE: DATE: h M 'I s SECTION A -A NEW SHEET (NTS.) fl} OLIVENHAIN MUNICIPAL WATER DISTRICT I+ REVIEWED BY: 10 5 0 I 10 20 30 DATE: SCALE. 1' = 10' T ca CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. =; A, PRECISE GRADING PLAN FOR: ENCLAVE - PHASE II 10349 -G BERRYMAN CANYON ROAD ENCINITAS, CA 92024 CASE NO: 15 -133 DR /CDP (05 -167 TPM /CDP) SHEET MOF 6 18.84 . B BIORETENTION BASIN PER 964 SHEET 24 & 2B I. .7 4.25 , 164.96: FS" 1�^ f - - --I _ 2' X 5' RlP RAP I • � , _. _ .... ( (SEE LEGEND) I • GONG PATIO 7 Y m . , ........ __.... .._ _...... - -- � �-��- - - - - - - - - R 164.10 FG c �'. 163.50 TG 16' DRIVEWAY O 0.8% 63.53 FL _ 1 - - - - - - - - - -WALL OPENING PER DETAIL THIS SHT. 164.88:. 1 1 1 25. B " 162.50 R 164 17 8W H 165 0 FG 2 B R RET, WALL PER GRADING PLAN " , _.. 10349 -G, SHT, 2A & 28 LANDSCAPE LEGEND SYMBOL DESCRIPTION 6' HIGH WROUGHT IRON FENCE PER LANDSCAPE PLANS 6' MASONRY WALL PER LANDSCAPE PLANS 6' HIGH WOOD FENCE PER LANDSCAPE PLANS 6' HIGH VINYL FENCE PER LANDSCAPE PLANS RETAINING WALL (SPLIT FACE MASONRY BLOCK -RCP MORE BROWN OR EOUAVALENT) 16' WIDE DWY, TO BE PERMEABLE PAVERS OR OTHER DECORATIVE 7REATMENT (NOT PLAIN ASPHALT OR CONCRETE) CONSISTENT WITH BERRYMAN CANYON DESIGN GUIDELINES a + 4' WIDE D.G. WALKWAY, SEE LANDSCAPE e . .,.. PLANS FOR DETAILS *SEE LANDSCAPE PLANS FOR FENCE AND WALL DETAILS +3 a } f� 2 a tls t - .r - _ - • - - - -- ��_ 16714 FS 167.16'FS -� 168_ -n oz W S 169.54 TW 7W PER PLAN ut 167.90 EG 166 90 F .. � �LsJl�i - - - - -- - - T -1_ PUBLIC EASEMENT FO - THE FOLLONI1V6ARE THE QUITCLAIM Off4i FOR THE PRIVATE STREET RECORDED EASEMENTS AS GISTEp ABOVE. �. �.... ON PARCEL MAP 21357 QUITCLAIM DEED RfCbRDfD DECE118ER -4 � m OCNOA 2019' - 0038807. DOCN0,,201 7-058 74 28,F RvARYl.20/9 s�08, SP OL.I OCT06ER 11, 20/9 As Dot NO.s 20/9 /0� G799 9 z0/9- 19 -70% D IS /SR .Zo /9 0 a> OFESS /O QROFESS/ Consultants, Inc. CHANGE N0. PVC SEWER aaaaaaaaair - - = c� -- - WALL OPENING DETAIL NOT TO SCALE PUBLIC EASEMENT FOR PRIVATE j � j �j S1REET RECORDED 1115, AS 2015 - 046464155, OF F O.R. R I 2' 1' RETAINING WALL TYPE A' - - - - PER SD EXPOSURE 1' MAX EXPOSURSUR E a - 1z IMPROVEMENTS ' PER 9055 -I DRIVEWAY ; k R , f ------------------- c,. P, RCI C 64811 ENCINITAS FIRE DEPARTMENT PLANNING DIVISION PARKS AND RECREATION FIELD OPERATIONS F:Xp.6/30/21 Civil Engineering Environmental `Pa• z acE X8529 qp IV1, o� REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: 2442 Second Avenue * 6 20 * �OF CA1�� San Die o CA 92101 �9, (619)232 -9200 (619)232 -9210 Fax DESCRIPTION I APPROVED I -DATE N/A ll 1RAI NIA- N /A DATE: DATE: DATE: DATE BENCHMARK DESIGNED BY: DRAWN BY: CHECKED BY: AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS ENC -38 2.5' BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET ON THE EAST SIDE OF MANCHESTER ENGINEER'S NAME AVE. 0.1 MILE SOUTH OFTERSECTION WITH EL CAMINO REAL. EL: 37.52 DATUM: NAVD88 CITY ENGINEER DATE DATE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED JBLIC WORKS 70NgTHAN RAAB RYDEEN DATE: Z / PLANNING � ra 811 BY: BY: _ _ REVIEWER 1.f9 -�'-r� , R.C.E. N0. JESSE OWENS J• �,y /,y4mcm ENGIN EXP. INSPECTOR DATE: DATE: h M 'I s SECTION A -A NEW SHEET (NTS.) fl} OLIVENHAIN MUNICIPAL WATER DISTRICT I+ REVIEWED BY: 10 5 0 I 10 20 30 DATE: SCALE. 1' = 10' T ca CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. =; A, PRECISE GRADING PLAN FOR: ENCLAVE - PHASE II 10349 -G BERRYMAN CANYON ROAD ENCINITAS, CA 92024 CASE NO: 15 -133 DR /CDP (05 -167 TPM /CDP) SHEET MOF 6 +3 a } f� 2 a tls t - .r - _ - • - - - -- ��_ 16714 FS 167.16'FS -� 168_ -n oz W S 169.54 TW 7W PER PLAN ut 167.90 EG 166 90 F .. � �LsJl�i - - - - -- - - T -1_ PUBLIC EASEMENT FO - THE FOLLONI1V6ARE THE QUITCLAIM Off4i FOR THE PRIVATE STREET RECORDED EASEMENTS AS GISTEp ABOVE. �. �.... ON PARCEL MAP 21357 QUITCLAIM DEED RfCbRDfD DECE118ER -4 � m OCNOA 2019' - 0038807. DOCN0,,201 7-058 74 28,F RvARYl.20/9 s�08, SP OL.I OCT06ER 11, 20/9 As Dot NO.s 20/9 /0� G799 9 z0/9- 19 -70% D IS /SR .Zo /9 0 a> OFESS /O QROFESS/ Consultants, Inc. CHANGE N0. PVC SEWER aaaaaaaaair - - = c� -- - WALL OPENING DETAIL NOT TO SCALE PUBLIC EASEMENT FOR PRIVATE j � j �j S1REET RECORDED 1115, AS 2015 - 046464155, OF F O.R. R I 2' 1' RETAINING WALL TYPE A' - - - - PER SD EXPOSURE 1' MAX EXPOSURSUR E a - 1z IMPROVEMENTS ' PER 9055 -I DRIVEWAY ; k R , f ------------------- c,. P, RCI C 64811 ENCINITAS FIRE DEPARTMENT PLANNING DIVISION PARKS AND RECREATION FIELD OPERATIONS F:Xp.6/30/21 Civil Engineering Environmental `Pa• z acE X8529 qp IV1, o� REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: 2442 Second Avenue * 6 20 * �OF CA1�� San Die o CA 92101 �9, (619)232 -9200 (619)232 -9210 Fax DESCRIPTION I APPROVED I -DATE N/A ll 1RAI NIA- N /A DATE: DATE: DATE: DATE BENCHMARK DESIGNED BY: DRAWN BY: CHECKED BY: AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS ENC -38 2.5' BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET ON THE EAST SIDE OF MANCHESTER ENGINEER'S NAME AVE. 0.1 MILE SOUTH OFTERSECTION WITH EL CAMINO REAL. EL: 37.52 DATUM: NAVD88 CITY ENGINEER DATE DATE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED JBLIC WORKS 70NgTHAN RAAB RYDEEN DATE: Z / PLANNING � ra 811 BY: BY: _ _ REVIEWER 1.f9 -�'-r� , R.C.E. N0. JESSE OWENS J• �,y /,y4mcm ENGIN EXP. INSPECTOR DATE: DATE: h M 'I s SECTION A -A NEW SHEET (NTS.) fl} OLIVENHAIN MUNICIPAL WATER DISTRICT I+ REVIEWED BY: 10 5 0 I 10 20 30 DATE: SCALE. 1' = 10' T ca CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. =; A, PRECISE GRADING PLAN FOR: ENCLAVE - PHASE II 10349 -G BERRYMAN CANYON ROAD ENCINITAS, CA 92024 CASE NO: 15 -133 DR /CDP (05 -167 TPM /CDP) SHEET MOF 6