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2020-14802-SG - LDEV-012815-2020 (Plans)IV / ; A 5 OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY UNES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF ME CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS LETTER OF RETENTION TITLED "PROPOSED RETAINING WALL SITE" PREPARED BY Kill 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION NTH 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 REGULATONS. 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 - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WM THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTON 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 NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT. BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN -AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO: 14802 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 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 BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND 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 PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 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 MICH 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 NTH SPECIFICATIONS. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING. EXCAVATION. OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY_ PROJECTION_ ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO ARE INADVERTENTLY DIRECT OR TIME BY A 19. AS SPECIFIED BY CAUFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACTIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE. SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL ME CORONER HAS MADE THE NEC SS RY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBUC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS. A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NATIVE. AMERICAN MONITOR). AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER D @FINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC1 WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCEENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT WSRUI"IN PLACE "). OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO MERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. "jRQSi YSION�(OYjij�'� L 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIMICHAR fHAFL Rl)�OHRER�H jOHRE AT (760) 419 -2305 24 HOURS A DAY, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT TIRE APPROVAL OF 141E ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES MICH MAY ARISE. INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 R). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BXP17MP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP14MP 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 BMP/IMP FACIUTY ANDV�OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE. DRIVEWAYS. OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP MP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RU OFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED 141111 BE REQUIRED FOR THIS STRUCTURE THE TRASH ENCLOSURES SHALL HAVE AN ALLOW RAIN WATER TO ENTER THE IH. THE TRASH ENCLOSURE AREA. ING OF THE DUMPSTER IN AND A DRAIN THAT DISCHARGES t THEN FILTERED THROUGH A 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF. OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTIUTY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES. WHICH MAY AFFECT FINAL DESIGN, I.E.. LINE CROSSING. UNE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLEUNG WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED NTH CATHODIC PROTECTION IN ACCORDANCE NTH WC -17 OR WC -18. TO CONSTRICTION ACTIVI CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY. MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL HE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. :[yi3N_PLl1L!PfcV I�ZH: iA�] L` LHaCNULl1111 "�1N�fa1�4iliL:ORLH"ui�491:1ia DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. COVERED OR PROTECTED NTH SOIL STABIUZATION MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMIUAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AfNJD THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTUNE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCUNG RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. E'OTIFICATIONS THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTIUTIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSO/ESD - (7601 END 760- 753 -0155 B. GAS & ELECTRIC - SDGE - 760 - 438 -6200 C. WATER - SAN DIEGL WA R DSTRICT-1- 800- 227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760) -806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (7601 ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON-SITE = 2_1 MAXIMUM HEIGTH 8' MAXIMUM VERTICAL DEPTH OF CUT= 0' MAXIMUM VERTICAL DEPTH OF FILL = 6' CUT =O0Y. FILL =90 CY IMPORT= 90 CY RFMm1Al = an CY TO PREP. PROPOSED WALL AND FILL AREA DISTURBED AREA =810 SF IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3 6005E IMPERVIOUS 369J AREA AFTER CONSTRUCTION: BE INCREASE IN IMPERVIOUS AREA: 95 SF PERCECTTINCREASE = 1.0% IMPERVIOUS AREA REPLACED: 0 SF OWNER MICHAEL BOHRER 184 PACIFIC VIEW LANE ENCINITAS, CA 92024 PHONE: 760- 419 -2305 SITE ADDRESS ADDRESS: 184 PACIFIC VIEW LANE ENCINITAS, CA 92024 APN: 258- 111 -43 -00 Iw' DRSCRIPI'!ON PARCEL 2 OF PACEL MAP NO. 21504, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA OWNER'S GUMLElCATE I (WE1 HEREBY CERTIFY THAT A REGISTERED G OL ST HAS BEEN OR WILL BE RETAINED GRADING ACTIVITY AND ADVISE ON THE COM THE SITE. 7 5 (1 � a n RCE N L� EXP. DATE: 12 -31 -21 JOB III: 20- 1147D6 COMPANY: AWED EARTH TECHNOLOGY ADDRESS: 7915 SILVERTON AVENUE. SUITE 317 SAN DIEGO, CA 92126 PHONE: 858 -586 -1665, 619 - 447 -4747 VICINITY MAP N.TS. OF CALIFORNIA, PRINCIPALLY DOING CERTIFY THAT THE PLANS HAVE AND COMPACTION AND INCLUDE MY SUBMITTED TO THE OFFICE OF THE NO PLANS AND CERTIFY THAT THE THIS PROJECT WILL BE STATEMENT OF ENGINEER OF NARK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPANY: ALTA CONSULTANTS ADDRESS: 1283 E. MAIN ST., SEE 109, EL CAJON, CA 92021 PHONE NUMBER: 619 - 749-8818 RCE: 3860G_ EXPIRES: 313112021 SHEETINDEX SHEET 1 .......................TITLE SHEET SHEET 2 .......................GRADING PLAN SHEET 3 .......................EROSION CONTROL PLAN SHEET4 .......................EROSION CONTROL DETAILS 8 NOTES SHEETS ....................... KEYSTONE WALL DETAILS 10 PRO✓ECT BMP STATUS STANDARD PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT ALTA CONSULTANTS 1011120 Cam\ 1.010IJ2020 PLANNING RNGDNNNRJNG SDRVBYJNG 10'I'lb kW 1w 1. Hem W. m . IN, U w . M NN1 cAOn. 41101 7"M a (110) 74 - 13 SIGN q DATE SIGN DATE DATE SIGN DATE SIGN DATE JOB N0. 47RY -01, 1MI 8zrrmamoi� M. 8080 DESIGNE RANGE NO. DESCRIPTION gPPROVED DATE BENCHMARK AS -BUILT APPROVALS -- -- ` ` ` ENGINEERING DIVISION APPROVALS T CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DISK STAMPED HI -T GRADING PLAN FOR: -- ocaTlou: TNT. DATE PLANS PREPARED UNDER RECOM E APPROVED: _ SUPERVISION OF 184 PACIFIC VIEW LANE BARTOLOME J. PASTOR DATE DATE Ld'T' W�rY1v11.eH' MICHAEL BOHRER 14802 -SG - - -- -- - - PLANNING STE OWAK EDWARD J. WIMMER "- -- - RECORD FROM: ROS 18416 REVIEWER R.C.E. NO.: 38606 I APN.' 258 - 111 -43 - - ATD18182.995' DATIk NNDB8 SENIOR ENGINEER DATE in- 2e) SO -5 -20 INSPECTOR ARTOLOME J. PA TOR EXP.: 03 31 21 DATE DATE SHEET 1 OF 5 LDEV- 012815 -2020 A •• FEW uw u z- �Q� Z aLj7c awQ s on U m W �..z _J0 w wW z�z Soo waa LEGEND: Ek C.B, 1'INTERVAL CONTOURS ... EX. C,B. EX. STRUCTURES .............. PARCEL MIAP 2504 EX. CONCRETE .................. < EX CURB & GUTTER ........ 4 EX. FENCE ........................ EX, 20' PRIVATE ROAD EXISTING HOUSE \� < 14 & UTILITY EASEMENT PER FF=192.67 4 �4l EX. 2:1 SLOPE .................... DOC. 87182 IN BOOK 'Rol", 2203, PAGE 363 4 EX. SEWER MAIN ... ...... S — S EX. FRENCH DRAIN EX. WATER MAIN ............... — W — W RECORDED 8-13-1948 L -EX. PUBLIC SEWER < 10, EASEMENT PER PM 21 4 EX. GAS MAIN ................... — OAS — GAS < EX. RETAINING WALL .......... EX. C.B. w EX. WATER SERAICE.. ....... E EX. SEWER MH 8 OT EX(� B EX SI EX. SEWER SERVICE ............ 1 -8 .5D SEWER PER DRAWING 13322-1 140.85' EX. SOLID FENCE TO REMAIN EX. SE MH 3: EX. LOT ......... - - 0 � �OUNDAR 8. — STREET CL... EX. 1 PROJECT 6\ 0 S s RIGHT-OF-WAY ................ EX. KEYSTONE RETAINING EMAIN EX. SEWER L SITE BOUNDARY ............... ATERAL & LIMITS OF GRADING -------- EX&C B EX SD_ UPMVATE) 3: BUILDING SETBACK LINE... < E W�: < PROPOSED CONTOUR .... As KEYSTONE RETAINING WALL 0 A. EX. 0.13, 171�1 PROP. KEYSTONE RETAINING WALL. z SEE DETAILS ON SHEET No. 5 SEE SHEET NO. 5 FOR BETA S PARCEL 2 < PROP. FENCE .................... � i'� FACE OF WALL S L NOT EXTEND BEY D OF PROP. DAYLIGHT ............... EX. TOE OF SLOPE 0 5; PARCEL MAP 204 �m F x WO > 0 � 5' WIDE PRIVATE PROJECT BOUNDARY EXISTING HOUSE DRAINAGE EASEMENT 3: EX. 8" �PVC SEWER Z: PER PM PER DWO. 9057 1 FF= 18 7.6 7 EX. C,B. ow wx 0 . I m OZ x 5 EX, C.Bl 25' SE AC EX. WATER SERVICE & WATER ------------ L ------------ J__7 L w �w �w W \'SO r IN� EX. FRENCH DRAIN EX. 18" RCP D CO PRIVATE ENCRUACHMENTS IN PUBI 3: W HEADWALL INLET DRAINAGE EASEMENT (PRIVATE / CL EX. 20' D/W (PRIVATE) RETAINING WALL & 9NCE) PURSUANT TO ENCROACHMENT AN� M 20' WIDE PUBLI DRAINAGE COVENANT DOC. # / 1 EASEMENT PER PM 21504 \RECORDED ON — \ < EX.FENCE C A I X. C.8t_ 8L =7� \�\ f EX. G.R. U 0. EX. 4" PVC SD (PRIVATE) SDO&E GAS FA ILITY <; EX. RIP=RAP TO REMAIN UNDI TUBBED OV w PRIVATE DRAINAGE < 207 WIDE PRIVAT ROAD EASEMENT PER PM 21504 4 4 EASEMENT PER PM 21504 4 PARCEL 4 EXISTINC BASIN AND RETAINING WALLS PER 13322-G TO REMAIN "A PARCEL MAP 204 PROJECT-,,B.OUNDARY 1 F7.40 EX. FENCE EX. IRREVOCABLE OFFER TO DEDICATE, A PORTION 1.0, EX. IRREVOCABLE OFFER TO DEDICATE, A -OF PARCEL 2 FOR PUBLIC STREET PORTION OF PARCEL 4 FOR PUBLIC STREET 180 SES, REC AUG '8-2017 AS DOC # L L 2017-0359107, PER OFFICIAL RECORDS, PER PURPOSES, REC AUG 8, 2017 AS DOC # PM 21504 2017-0359107, PER OFFICIAL RECORDS, PER X. 20 RIVATE R04D & PM 21504 UTILITY -ASEMENT PER Ex. SEWER MH� DOC. 87182 IN BOOK /DS 2203, PAGE 363 ORDED 8-13-1948 10 0 2 GRAPHIC SCALE 10 IN FEET ) I INCH= 10' FT ALTA CONSULTANTS P�MG ENGUNNEI �G L W.. SM 1W. EL �ON. CA mn F�ao (619) 7"-ma (Ulu) 7"-wia IM NO. 4M-01. MM � 29. � 0 i S' CKED BY+. ,HANGE NO. DESCRIPTION APPROVED1 DATE I BENCHMARK AS-BUILT APPROVALS NE 7==77F IN ENGINEERING DEVELOPMENT SERVICES DEPARTMENT DRAWING I FR N DIVISION APPROVALS CITY OF ENCINITAS No. IDESCW�ONI RRASS DISK STAMPED DEC 31 IS 7322 INT. I DATE PLANS PREPARED UNDER RECOMMENDED:— APPROVED: GRADING PLAN FOR: MON: NW CORNER OF A SO IF FTHFRI Y _—PUbLI� 184 PACIFIC VIEW LANE OF �t�WFF FIR *6 TTF fl SUPERVISION OF F&~dj W� _�E nPIK'Z DATE 09 Z29 Z20 ze�� INTERSECflON OF ENUNITAS BLVD., & WESTLAKE ST. BARTOLOME J. PASTOR DATE PLANNING STEVE NI EDWARD J. WNIMER MICHAEL BOHRER 14802-SG RECORD FROM: ROS 18416 REVIEWER cz!%5 R.C.E. NO.: 38606 QLI) 10-5-20 APM 258-111-43 D-A-T SHEET 2 OF 5 MATION: 182.995' DAT0 NAVD88 SENIOR ENGINEER DATE -INSPECTOR I BARTOLOME J. PASTOR EXP.: 03Z31/20 E DATE LDEV-01 2815-2020 *7 EX. 20' PRIVATE ROAD & UTILITY EASEMENT PER DOC. 87182 IN BOOK 2203, PAGE 363 RECORDED 8 -13 -1948 PROJECT O' NI EX. 8" PV PER D G. 90 I� —r N I EX. C.B. EX. C.B. PARCEL MO MN P i lnp d 4° 4 q EXISTING HOUSE ¢� ° FF= 192.67 ° a ° y Fk 3 v� �. /d ao•O 1 ° 1' s EX. FRENCH DRAIN I �H• 10' I EX. PUBLIC SEWER ° a EASEMENT PER PM 21 4 ° °d L ° ° \ ° Od Q 4 _ E %. C.B. a j�' MH I 18TOT E� EX. SD (PRIVATE) 4 d 86.5B S VIER PER DRAWING 13322 -1 140.85' EX. SOLID FENCE TO REMAIN EX. SEWER MH \ / PROJECT OUNDAR �� L V i S S 3 EX. SEWER LATERAL _ EX. C.B. EX. SO (PRIVATE) PARCEL 2 PARCEL Me 204 EXISTING HOUSE FF= 187.67 `W 125' SE r I �Sp _o ro,P,L I CA _ 9�J EX. 18" RCP D I °� = PRIVATE ENCROACHMENTS IN PUBLIC W/ HEADWALL IN T DRAINAGE EASEMENT (PRIVATE (PRIVATE) RETAINING WALL & FENCE) PURSUANT TO ENCROACHMENT A D MAINTENANCE 2EWIDE T D Al A E ( ��RECORDED ONC # \ r1 EASEMENT ER P 21 0 � SDG &E GAS TO REMAIN 20' WIDE I EASEMENT P EX. FRENCH DRAIN \.. sF�s y\ \PROJECT EX. C. I lad / rn \\ x \ EX. C.B. / A 4 ° L E. m D/W f \ Ev. C.B. EX. RIP-RAP BF PRIVATE DRAINAGE EASEMENT PER PM 21504 EXISTING BASIN AND RETAINING WALLS PER th, 13322 -G TO REMAIN o z a Cl$ �� g ° 13 ti > a ° 5' WIDE PRIVATE ro 4 DRAINAGE EASEMENT PER PM rrV I w �Y & I V� EX. WATER SERVICE & WATER W W W W 0 EX. 4" PVC SO (PRIVATE) ° d ° 4 d 4 3 a' LEGEND: BMPsBI & WASTE MANAGEMENT CONTROL MATERIAL DELIVERY & STORAGE w 7 EX. STRUCTURES C .............. CONCRETE WASTE MANAGEMENT a z w WM -5 5o I> NM -9 M w SANITARY WASTE MANAGEMENT S d Y -0 ❑ ❑ 0 1 77 ow IOU S S ai W W W- � — GAS —GAS- EX. SEWER LATERAL _ EX. C.B. EX. SO (PRIVATE) PARCEL 2 PARCEL Me 204 EXISTING HOUSE FF= 187.67 `W 125' SE r I �Sp _o ro,P,L I CA _ 9�J EX. 18" RCP D I °� = PRIVATE ENCROACHMENTS IN PUBLIC W/ HEADWALL IN T DRAINAGE EASEMENT (PRIVATE (PRIVATE) RETAINING WALL & FENCE) PURSUANT TO ENCROACHMENT A D MAINTENANCE 2EWIDE T D Al A E ( ��RECORDED ONC # \ r1 EASEMENT ER P 21 0 � SDG &E GAS TO REMAIN 20' WIDE I EASEMENT P EX. FRENCH DRAIN \.. sF�s y\ \PROJECT EX. C. I lad / rn \\ x \ EX. C.B. / A 4 ° L E. m D/W f \ Ev. C.B. EX. RIP-RAP BF PRIVATE DRAINAGE EASEMENT PER PM 21504 EXISTING BASIN AND RETAINING WALLS PER th, 13322 -G TO REMAIN o z a Cl$ �� g ° 13 ti > a ° 5' WIDE PRIVATE ro 4 DRAINAGE EASEMENT PER PM rrV I w �Y & I V� EX. WATER SERVICE & WATER W W W W 0 EX. 4" PVC SO (PRIVATE) ° d ° 4 d 4 3 a' LEGEND: BMPsBI & WASTE MANAGEMENT CONTROL MATERIAL DELIVERY & STORAGE 1'INTERVAL CONTOURS... 48 EX. STRUCTURES C .............. CONCRETE WASTE MANAGEMENT EX. CONCRETE NIA -5 .................. EX CURB & GUTTER....... SANITARY WASTE MANAGEMENT EX. FENCE .................... -0 ❑ ❑ EX. 2:1 SLOPE ................. 1 77 EX. SEWER MAIN ............... S S EX. WATER MAIN ............... W W EX. GAS MAIN ................... — GAS —GAS- EX. RETAINING WALL.......... SC-8 GRAVEL OR SAND BAGS-(ZDQ EX. WATER SERVICE.. .......... O EX. SEWER SERVICE ............... O EX. LOT LINES .................. PROTECTION STREET CL... © RIGHT-OF-WAY ................. _0 SITE BOUNDARY ................ ENTRANCEN EX. DRIVEWAY) BI & LIMITS OF GRADING SOURCE BUILDING SETBACK LINE... - - — - - — - - — PROPOSED CONTOUR.... A6 PROP. KEYSTONE RETAINING WALL.¢ SEE SHEET NO. 5 FOR DETAILS PROP. FENCE .................. PROP. DAYLIGHT ............. I I VZ I Nomi I a Lm OVAL TEMPORARY MATERIALS NM -1 I BMPsBI & WASTE MANAGEMENT CONTROL MATERIAL DELIVERY & STORAGE BIAPfCW�M�A��T���� FW-M---41 SPILL PREVENTION AND CONTROL N/A-8 CONCRETE WASTE MANAGEMENT NIA -5 SOLID WASTE MANAGEMENT FUM'I SANITARY WASTE MANAGEMENT CONSTRUCTION 55-7 EMPM PHYSICAL STABILIZATION (GRAVEL, PAYING, MULCH) SILT FENCE - - 43-- STREET SWEEPING SC-8 SC-8 GRAVEL OR SAND BAGS-(ZDQ STORM DRAIN INLET - - - - -® PROTECTION © _0 PERMANENT ENTRANCEN EX. DRIVEWAY) BI SOURCE ODNTROL BMPs PROTECTION OF FLAT PAD AREA / SITE DESIGN & LANDSCAPE PLANNING PROPOSED LANDSCAPING - - -- I�I LOW IMPACT DEVELOPMENT BMP& rU-p-1-2-P-51 EX DRAIN RUNOFF FROM IMPERVIOUS SURFACES TREATMENT TO PERVIOUS AREAS CONTROIBMPm ® EX. INFILTRATION BASIN 167.4'0""\ - i \� X78° \ E %. FENCE E� X. IRREVOCABLE OFFER TO DEDICATE, S�9 780 �\�S�OR \ PORTION OF PARCEL FOR PUBLI C ASTREET PORTION FOR PUBLIC STREET 1.0' \Mp \ SES, REC AUG 8, DOC $ PURPOSES, RED AUG 8, 2017 AS DOC $ L L ^ \ 201 7- 0 3591 07, PER M 21504 L RECO R 2017- 0359107, PER OFFICIAL RECORDS, PER S X. 20 RIVATE RDA \ \\^^ \ & UTILITY EVENT PER EX. SEWER MH� DOG. 87182 IN \ »B 2203, PAGE 363 SCALE CORDED 8 -13 -1948 \ GRAPHIC N 10 0 10 z ( IN FEET) 1 INCH= 10' FT 1 � 1 Qba I A O 9 iNo.38606 0 �' ALTA CONSULTANTS PLANNING BNGUNDE II4G SVIRVSYING `Pl CIVIC alp iaw Lawn W... SM toe. n F ON, n emv Fe ao (ala) 7w -eela rss (ale) 7"-wla q�'CFCAL \V�' IM NO. 4TBV -01. DATED � ED, E080 i S' HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS Y' ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAN7NJOFF DESCRPRON:zs INT. DATE PLANS PREPARED UNDER RECOMMEND APPROVED: EROSION CONTROL PLAN FOR: Lac 10x: NW CORNER of A sD THE r SUPERVISION OF 0� 184 PACIFIC VIEW LANE OF �i. / Edwards Winuner ./ ,/ q INTERSECTION OF ENCINITAS BLVD. & WESTLAKE ST. BARTOLOME J. PASTOR DATE PLANNING DATE: STEVE AK EDWARD J. WINNER MICHAEL BOHRER / 9 802 RECORD FROM: RUN 18416 REVIEWER R.C.E. NO.: APM 258- 111 -43 ELEVATION: 182.995' DATUM NAVD88 /f,,. %� 30 -5 -20 SENIOR ENGINEER DATE INSPECTOR BARTOLOME J. ASTOR EXP.: 03 31 20 DATE DATE SHEET LDEV- 012815 -2020 u STORM WATER MANAGEMENT NOTES: 1. "DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE1 TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY AND THE PROPERTY OWNER IN THE EVENT OF A RAINSTORM. 125% OF ALL MUST BE PLACED FLUSH SUPPLIES NEEDED FOR BMP MEASURES SHALL BE RETAINED ON THE JOB SITE THE IN A MANNER THAT ALLOWS FULL DEPLOYMENT AND COMPLETE BY PEDESTRIANS. INSTALLATION IN 48 HOURS OR LESS OF A FORECAST RAIN." OTHERWISE 2. "NO AREA BEING DISTURBED SHALL EXCEED 50 ACRES AT ANY GIVEN 2. TIME WITHOUT DEMONSTRATING TO THE SAN DIEGO COUNTY DPW TO POSTS. DIRECTOR'S SATISFACTION THAT ADEQUATE EROSION AND SEDIMENT 3 CONTROL CAN BE MAINTAINED. ANY DISTURBED AREA THAT IS NOT X � ACTIVELY GRADED FOR 10 DAYS MUST BE FULLY PROTECTED FROM EROSION. UNTIL ADEQUATE 4. LONG -TERM PROTECTIONS ARE INSTALLED, THE DISTURBED AREA SHALL BE INCLUDED WHEN CALCULATING THE ACTIVE DISTURBANCE AREA. ALL DATE EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND RECOMMEND APPROVED: / Edwards Winuner 0� MAINTAINED DURING ANY ACTIVE PERIOD." 97802 -SG 3 "THE PROPERTY OWNER IS OBLIGATED TO INSURE COMPLIANCE WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE EMIR'S (BEST 5 MANAGEMENT PRACTICES) THAT HAVE BEEN INCORPORATED INTO THIS PLAN HE r' SHALL BE IMPLEMENTED AND MAINTAINED TO EFFECTIVELY PREVENT THE WOOD STAKES POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECTS CONSTRUCTION 6. ACTIVITIES ON STORMWATER QUALITY. THE MAINTENANCE OF THE BMPs IS MAX 4' THE PERMITEE'S RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMPs MAY RESULT IN ENFORCEMENT ACTION BY THE COUNTY OF SAN 7_ DIEGO OR OTHERS. IF INSTALLED BMPs FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATE WITHIN 24 HOURS OR AS SOON AS SAFE TO DO SO." BLW. & BESILAKE 4. "A NOTICE OF INTENT (NOI) HAS BEEN FILED, WITH THE STATE WATER BARTOLOME J. PASTOR DATE RESOURCES CONTROL BOARD ( SWRCB) AND A STORMWATER POLLUTION PREVENTION PLAN ( SWPPP) HAS BEEN OR WILL BE PREPARED IN STEVE AK EDWARD J. WIMMER �i. /f,,. %Qn 10 -5 -20 ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (PERMIT NO. CA000002) FOR ALL OPERATIONS ASSOCIATED WITH THESE RECORD FROM: ROS 18416 DEMATILN: 182.995' DANK NAW88 PLANS. THE NOI NUMBER ASSIGNED BY SWRCB FOR THIS PROJECT IS 937 - 0322548 THE PERMITTER SHALL KEEP A COPY OF THE SWPPP ON SENIOR ENGINEER DATE SITE AND AVAILABLE FOR REVIEW BY THE COUNTY'. SOIL STABILIZATION DATE DATE NOTES: 1. PHYSICAL STABILIZATION THROUGH USE OF GEOTEXTILES, MATS, FIBER ROLLS (SS -7 OR ESC20), BONDED FIBER MATRIX OR OTHER MATERIAL APPROVED BY THE COUNTY FOR STABILIZING SLOPES, OR 2, VEGETATION STABILIZATION USING HYDROSEED (SS -4 OR ESC10) OR ACCEPTABLE LANDSCAPING MAY BE USED ONLY MAY 1 TO AUGUST 15. VEGETATION PROPOSED TO STABILIZE SLOPES MUST BE INSTALLED BY AUGUST 15, WATERED, AND ESTABLISHED PRIOR TO OCTOBER 1. THE PROPERTY OWNER SHALL SHOW ON THE PLAN A CONTINGENCY PHYSICAL BMP TO BE INSTALLED BY OCTOBER 1 IF HYDROSEED ESTABLISHMENT DOES NOT OCCUR BY THAT DATE. IF LANDSCAPING IS PROPOSED, EROSION CONTROL MEASURES MUST ALSO BE USED WHILE LANDSCAPING IS BEING ESTABLISHED. ESTABLISHED VEGETATION SHALL HAVE A SUBSURFACE MAT OF INTERTWINED MATURE ROOTS WITH A UNIFORM VEGETATIVE COVERAGE OF 70 PERCENT OF THE NATURAL VEGETATIVE COVERAGE OR MORE ON ALL DISTURBED AREAS. 3. ALL MANUFACTURED SLOPES AND CLEARED SLOPES OF 3 TO 1 (HORIZONTAL TO VERTICAL) AND STEEPER ARE TO BE PROTECTED WITH A BMP APPROVED BY THE COUNTY OF SAN DIEGO, AS DESCRIBED IN NUMBER 1 AND 2 ABOVE. CLEARED SLOPES FLATTER THAN 3 TO 1 MUST STILL BE PROTECTED FROM EROSION USING EITHER AN APPROVED BMP OR BY USING HYDROMULCH WITH A GUAR BINDER. FLAT AREAS OF LESS THAN 5% LIKE BUILDING PADS PARKING AREAS, LEACH FIELDS) SHALL HAVE 100% PROTECTION USING GEOTEXTILES, MATS (SS -7 OR ESC20), OR OTHER MATERIAL APPROVED BY THE COUNTY FOR STABILIZING SLOPES, OR USING TRACKING AND SOIL STABILIZERS /BINDERS (SS -5), TEMPORARY SEEDING (SS -4), MULCH /WOOD CHIPS (SS -3, SS -6, SS -8), OR JUTE MATTING (SS -7). THE COUNTY MAY REDUCE THIS REQUIREMENT FOR FLAT AREAS AND THE BELOW REQUIREMENT, PROVIDED FULL SEDIMENT CONTROL IS PROVIDED THROUGH CONSTRUCTED AND MAINTAINED DESILTATION BASINS (SC -2) AT ALL PROJECT DISCHARGE POINTS. 4. AREAS OF GRADED PADS THAT HAVE ACTIVE STRUCTURE CONSTRUCTION UNDERWAY MAY BE PROTECTED BY ROLLED PLASTIC AS PART OF A WEATHER - TRIGGERED ACTION PLAN UNTIL THE STRUCTURE'S ROOF HAS BEEN COMPLETED. THE REMAINDER OF THE PAD AREA MUST CONTINUE TO BE PROTECTED USING EROSION CONTROL MEASURES IDENTIFIED ABOVE. 5. UNPAVED ROADS ARE EXEMPT FROM 100% PROTECTION REQUIREMENT BUT SHALL HAVE APPROPRIATE BMPs INSTALLED SUCH AS GRAVEL BAG CHEVRONS. BONDED FIBER MATRIX (BFM) NOTES: THE USE OF BFM IS SUBJECT TO THE FOLLOWING LIMITATIONS AND RESTRICTIONS: L APPLICATION RATES SHALL BE 3,500 POUNDS PER ACRE MINIMUM FOR 2:1 OR SHALLOWER SLOPES AND 4,000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. 2. BFM SHALL SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. 3. THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS AT THE TOP OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE SLOPE. 4. BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE ( I.E. APPLICATION FROM MULTIPLE ANGLES). 5. FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN CONJUNCTION WITH SEEDED EROSION CONTROL VEGETATION. 6. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL. EMERGENCY EROSION CONTROL MEASURES NOTES: ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO PREVENT WATER FROM FLOWING FROM THE PAD UNTIL THE STREETS AND DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS WITHOUT CAUSING EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS THAT WILL ALLOW WATER TO DRAIN FROM THE PAD WITHOUT CAUSING EROSION. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWING OVER THE CREST OF SLOPES. MANUFACTURED SLOPES AND PADS SHALL BE ROUNDED VERTICALLY AND HORIZONTALLY AS APPROPRIATE TO BLEND WITH THE SURROUNDING TOPOGRAPHY. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN OCTOBER 1 ALL CUT AND FILL SLOPES SHALL BE STABILIZED WITH A HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. BETWEEN OCTOBER 1 AND APRIL 30, APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND THE EXPOSURE OF CUT SLOPES AND /OR THE CREATION OF EMBANKMENT SLOPES. CATCH BASINS, DESILTING BASINS, AND STORM DRAIN SYSTEM SHALL BE INSTALLED TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS. GRAVEL BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS IN UNPAVED STREETS WITH GRADIENTS IN EXCESS OF 2% AND ON OR IN OTHER GRADED OR EXCAVATED AREAS AS REQUIRED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER TO MAINTAIN THE PLANTING AND EROSION CONTROL MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF THE SAME BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER TO REMOVE ALL SOIL INTERCEPTED BY THE GRAVEL BAGS CATCH BASINS, AND DESLTING BASINS, AND KEEP THEE FACILITIES CLEAN AND FREE FROM SILT AND SAND AS DIRECTED BY COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. BMP STENCIL PLACEMENT NOTES A) ALL STORM DRAIN INLETS AND CATCH BASINS WITHIN THE PROJECT AREA SHALL HAVE A STENCIL OR TILE PLACED WITH PROHIBITIVE LANGUAGE (SUCH AS: "NO DUMPING - I LIVE IN <<NAME RECEIVED WATER» ") AND /OR GRAPHICAL ICONS TO DISCOURAGE ILLEGAL DUMPING. B) SIGNS AND PROHIBITIVE LANGUAGE AND /OR GRAPHICAL ICONS, WHICH PROHIBIT ILLEGAL DUMPING, MUST BE POSTED AT PUBLIC ACCESS POINTS ALONG CHANNELS AND CREEKS WITHIN THE PROJECT AREA. C) LEGIBILITY OF STENCILS, TILES AND SIGNS MUST BE MAINTAINED AND TILES MUST BE PLACED FLUSH WITH THE TOP OF CONCRETE TO REDUCE TRIPPING BY PEDESTRIANS. SUPPORT IS NEEDED ONLY. OTHERWISE ALONG THE EROSION CONTROL NOTES: 1. EROSION CONTROL ON SLOPES SHALL BE MITIGATED BY INSTALLING LANDSCAPE PLANS AS APPROVED WITH THE BUILDING PLANS, OR BY TEMPORARY EROSION CONTROL CONFORMING TO THE FOLLOWING: NON- IRRIGATED HYDROSEED MIX LBS. /ACRE %PURITY /ACRE SEED SPECIES 20 70% ATRIPLEX BLANCA 50 PLANTAGE INSULARIS 8 ENCELIS FARINOSA 6 SCARIFIED LOTUS SCOPARIUS 7 50% PLUS EXCHSCHOLZIA CALIFORNIA TOTAL 91 LBS. 2. THE TOPS OF ALL SLOPES SHALL BE DIKED OR TRENCHED TO PREVENT WATER FLOWING OVER CRESTS OF SLOPES, 3. CATCH BASINS, DESILTING BASINS AND STORM DRAIN SYSTEMS SHALL BE INSTALLED TO THE SATISFACTION OF THE COUNTY INSPECTOR. 4. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOSE LUIS ANDREU AT TEL NO. (619) 661 -5325 5. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 6. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE COUNTY INSPECTOR. 8, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE COUNTY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 9. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE COUNTY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 11. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHAL BE INCORPORATED HEREON. 12. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 13, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL. BE REMOVED AFTER EACH RAINFALL. 14. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 15. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. SILTATION AND SEDIMENT CONTROL MEASURES NOTES: 1. THE SEDIMENT BASINS SHALL BE PROVIDED AT THE LOWER END OF EVERY DRAINAGE AREA PRODUCING SEDIMENT RUNOFF. THE BASINS SHALL BE MAINTAINED AND CLEANED TO DESIGN CONTOURS AFTER EVERY RUNOFF PRODUCING STORM. THE BASINS SHOULD BE SEMI PERMANENT STRUCTURES THAT WOULD REMAIN UNTIL SOIL STABILIZING VEGETATION HAS BECOME WELL ESTABLISHED ON ALL ERODIBLE SLOPES. 2. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE COUNTY ENGINEER. 3, UTILITY TRENCHES THAT ARE CUT THROUGH BASIN DIKES OR BASIN INLET DIKES SHALL BE PLUGGED WITH GRAVEL BAGS FROM TOP OF PIPE ON TOP OF DIKE. 4, ALL UTILITY TRENCHES SHALL BE BLOCKED AT THE PRESCRIBED INTERVALS WITH A DOUBLE ROW OF GRAVEL BAGS WITH A TOP ELEVATION TWO GRAVEL BAGS BELOW THE GRADED SURFACE OF THE STREET. GRAVEL BAGS ARE TO BE PLACED WITH LAPPED COURSES. THE INTERVALS PRESCRIBED BETWEEN GRAVEL BAG BLOCKING SHALL DEPEND ON THE SLOPE OF THE GROUND SURFACE BUT NOT EXCEED THE FOLLOW: GRADE OF STREET INTERVAL LESS THAN 27 200 FEET MAXIMUM 2% TO 4% 100 FEET 4% TO 10% 50 FEET OVER 10% 25 FEET 5. AFTER UTILITY TRENCHES ARE BACKFILLED AND COMPACTED, THE SURFACES OVER SUCH TRENCHES SHALL BE MOUNDED SLIGHTLY TO PREVENT CHANNELING OF WATER IN THE TRENCH AREA. CARE SHOULD BE EXERCISED TO PROVIDE FOR CROSS FLOW AT FREQUENT INTERVALS WHERE TRENCHES ARE NOT ON THE CENTERLINE OF A CROWNED STREET. 6. ALL BUILDING PADS SHOULD BE SLOPED TOWARDS THE DRIVEWAY AND VELOCITY CHECK DAMS PROVIDED AT THE BASE OF ALL DRIVEWAYS DRAINING TO THE STREET. 7, PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT THE FOLLOWING INTERVALS INDICATED BELOW: GRADE OF CHANNEL INTERVAL BETWEEN CHECK DAMS LESS THAN 3% 100 FEET 3% TO 6% 50 FEET OVER 6% 25 FEET 8. PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS ACCORDING TO INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE COUNTY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES TO THE CENTERLINE. VELOCITY CHECK DAMS MAY SERVE AS SEDIMENT TRAPS. GRADE OF STREET INTERVAL NUMBER OF BAGS HLGH LESS THAN 2% 200 FEET MAXIMUM 1 2% TO 4% 100 FEET 1 4% TO 6% 50 FEET 1 6% TO 10% 50 FEET 2 OVER 10% 25 FEET 2 9. PROVIDE A GRAVEL BAG SILT BASIN OR TRAP BY EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING DRAIN SYSTEM. 10. GRAVEL BAGS AND FILL MATERIAL SHALL BE STOCKPILED AT INTERVALS, READY FOR USE WHEN REQUIRED. 11. ALL EROSION CONTROL DEVICES WITHIN THE DEVELOPMENT SHOULD BE MAINTAINED DURING AND AFTER EVERY RUNOFF PRODUCING STORM, IF POSSIBLE, MAINTENANCE CREWS WOULD BE REQUIRED TO HAVE ACCESS TO ALL AREAS. 12. PROVIDE ROCK RIP -RAP ON ALL CURVES AND STEEP DROPS IN ALL EROSION PRONE DRAINAGE CHANNELS DOWNSTREAM FROM THE DEVELOPMENT. THIS PROTECTION WOULD REDUCE EROSION CAUSED BY THE INCREASED FLOWS THAT MAY BE ANTICIPATED FROM DENUDED SLOPES, OR FROM IMPERVIOUS SURFACES. 13. ANY PROPOSED ALTERNATE CONTROL MEASURES MUST BE APPROVED IN ADVANCE BY ALL RESPONSIBLE AGENCIES; I.E., COUNTY ENGINEER, DEPARTMENT OF SANITATION AND FLOOD CONTROL, OFFICE OF ENVIRONMENTAL MANAGEMENT, ETC. No.38606 NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR e LL FIBER ROLL NEAR E WERE IT TRANSITIONS INTO A STEEPER SLOPE TYPICAL FIBER ROLL INSTALATION NOT TO SCALE GRAVEL FILLED BAGS 2 BAGS HIGH WEIR (3 BAGS HIGH) B 8' r... SECTION B -B GRAVEL FILLED BAGS SECTION A -A AtA 1 L=�c I EXISTING GROUND 14' GRAVEL BAG DETAIL NOT TO SCALE 50' MIN. 8" MIN. PROFILE PUBLIC T -OF -WAY PUBLIC TT- -0 -WAY PLAN I PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF -WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE FIBER ROLL 8" MIN. Z X AND EXCAVATE A 2. STAPLE WIRE FENCING TO THE POSTS 4 BY 4 IN (10 BY 10 CM) PRIOR TO FILTER FABRIC WERE ADDITIONAL TRENCH UPSLOPE FROM AND SUPPORT IS NEEDED ONLY. OTHERWISE ALONG THE LINE OF POSTS. STAPLE FABRIC DIRECTLY TO POSTS. iv y JL= X � DESCRPnaN:zs z INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: BARTOLME J. PASTOR EXP.: 03 31 21 RECOMMEND APPROVED: / Edwards Winuner 0� GRADING PLAN FOR: 184 PACIFIC VIEW LANE MICHAEL BOHRER APM 258- 111 -43 97802 -SG 3/4 x 3/4 N HE r' WOOD STAKES 3L OFx: MAX 4' SPACING ENTRENCHMENT DETAIL NOT TO SCALE 3 EARTHEN BERM PAD ° R S �O BLADED SWALE 1% MIN. GRADE FOR FLOW LINE ma y+ SECTION - EARTH BERM & BLADED SWALE DETAIL 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO THE POSTS 4 BY 4 IN (10 BY 10 CM) PRIOR TO FILTER FABRIC WERE ADDITIONAL TRENCH UPSLOPE FROM AND SUPPORT IS NEEDED ONLY. OTHERWISE ALONG THE LINE OF POSTS. STAPLE FABRIC DIRECTLY TO POSTS. JL= X � ouu ummumu u� ' •:_ _ _ p � ■ II II �LII II =11 T ,� II lAxii , 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE ARE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. GRAVEL FILTERS OVERFED RUNOFF WATER WITH SEDIMENT SILT FENCE -WARE SCREEN FILTERED WATER DROP INLET WITH GRATE a - CONCRETE BLOCK PRIVATE CATCH BASIN BLOCK- SCREEN - GRAVEL SILT BASIN ALTA CONSULTANTS PLANNING BNGIONOR II4G SVRV&YINO J'T CNI� P A�CFCAI \� 1 HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS GEED Y' ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JL= = SILT FENCE -WARE SCREEN FILTERED WATER DROP INLET WITH GRATE a - CONCRETE BLOCK PRIVATE CATCH BASIN BLOCK- SCREEN - GRAVEL SILT BASIN ALTA CONSULTANTS PLANNING BNGIONOR II4G SVRV&YINO J'T CNI� P A�CFCAI \� IM L � W... SW 1N. n WON. n =21 a ao (619 xw -8618 rss (619) M -W13 IM NO. 4TBV -01. DATED � 29. 11080 HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS GEED Y' ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRPnaN:zs INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: BARTOLME J. PASTOR EXP.: 03 31 21 RECOMMEND APPROVED: / Edwards Winuner 0� GRADING PLAN FOR: 184 PACIFIC VIEW LANE MICHAEL BOHRER APM 258- 111 -43 97802 -SG Rw CORNER of A HE r' 3L OFx: INTERSECTION OF FNCINITAS BLW. & BESILAKE Si. BARTOLOME J. PASTOR DATE PLANNING STEVE AK EDWARD J. WIMMER �i. /f,,. %Qn 10 -5 -20 RECORD FROM: ROS 18416 DEMATILN: 182.995' DANK NAW88 REVIEWER SENIOR ENGINEER DATE INSPECTOR DATE DATE SHEET 4 OF 5 N 0 N a M U� m z I om U w� O X �m NN N -I z�m m�? z I � Nam zso 0 Uww Jlz o ala LDEV- 012815 -2020 •• u� u C OMPAC II C OMPAC III Standardized Manual for Engineered Retaining Walls up to 6 feet "In %aw7t raaum Widq pyp . wrlxtlaar..41 onwast. le W40 t IY Pull wu pw 11 a IM a MAN WIN H !o`• IT' m w NwV. m.&1 NI/ IM NN Wit . 4SfT M-11 M 1 TU, Na Y1 ca9aA 1 11" IT - l�l ]I>aN�r 1 TAIL NRIw Oimm.lm Jaye '1rM ir„6" OE"MA LENROM bon mowpA urgv p Y4RU +! ri%PAS LM[.nba nuMyMIM Mon vyaal ouw olloNw A.. W. "An+...•. 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Into prpm of SWANdY M6 M D b Printout wmalni Er,lneten Site the deuln and Cimino, .owl Kertm auAIWIItS r'a�ga In .,tit .v1mm ttawLotl M Pavice Lv1n n novae ;, 01% typically & Sim.pmfw MPaaino art IMmlnny ma) M myalrN It any 11441111 nr I m) MI IW aO place chori local WNrlanMw bet Prambep on cone nxhm. NccemWdv<a \II Pnssdtkcpresnp i3vin In lux cmurumm� Pf avpwmM units Ti hh6RWIMl. 1 ;n, to p Iah rnwi 6 .. nost K<yight With ric hanargar m III umu I ,..kiln& pmldcn u, mr worn dun n neat hrldll vnh .pnlBc batfitl al Aach,q . x(i TM1CJr r ., 11.♦e � Ilmmc NaaaryAwaMIM IN('MAI "fe"� •.IjmAlIaSePnv' - t OYII•AI 111 Np a 1 \Ilgl Ill BLM'R IIEfAI1S wt II Rbw tiLl�l 1. I n -Plan Fan I: We _ Slrahlbl Spm Eam it NI rear IDdIRI Widq DepiT Gas Dlaarl,son W40 Pohyft Ankbk Collins Tri-State_ _ - B' IT' IT 4SfT M-11 M 1 TU, Na um4ft SPOI r 1 11" IT 4.3"aT N -i4bs 1 TAIL NRIw M4nvfn LM'I[ 3n'RrI /M ell[ wIM rllrrwrf(MIryEK4l1YIACML'M( MIAe'I4t,l'ML I] Kf MIK'a a NM1aa A Va YlYO4DII]Y4WIfRFlNII1LYEIII ly>:wY 9Lw(♦a 1pmlrW I}IpaV •aq; wlflMLy ealalM9WFGeyLYlpMrrnl4n�ayutWO] KEYSTONE COMPAC R & COMPAC 111 SI'ANDURDRRD MANUAL KEYSTONE COMPAC 11 & COMPAC III SEANDARDUTED MANUAL KEYSTONT. CO IJPAC It & COMPAC 111 STANDARDIZED MANUAL va.u.8 swiwaptRV.aauw _ STEPS FOR DPSIGN SELECTION Ppce HRBW WIRt Depth Cm I W'apN PEaeAA A9ada -I Oimm.lm ureteral 1!k uwl ivw al anV other pNVKluttC9 sorsh rvo vshwlk Rua al(M the drvl(n and Lllhllly of (•EDpI. No IFhtlw4 Gvlldr ' T41JIr P IB' IT I 7E "1723" 67.72161 I 1 Ta6lia.al 1 , Nall &IM wrmvmfln Mra AM W de Ins rim al Sewn JMIn wall mnstril Tle n F M•aI pit p m,a> i wA Snaija SpW or Is- 12- I 30Ea7.23' 7I461h I I TM.NMWM APPLICABILITY This roari M apNnabk fair r mag wall, with IMal trlOn of 6 fm a local mcllno • r' Jeep emhnlmml hrlow pale. The wall hm aU Ind Wctfill ce tlepnl h►klill Ic'11h m1 Smarm than a M il.kpee JuPe a vanK IDS OI7�1)pIA1RJt M Wuart Iwl The unit A Statute cL osd) n 6" arty MM, Claye) will Willy inlel, clayey innl, a allalum Ihenar. ,IM low Ill Innm:ll &Role ae /rccem M J(Y a peat& SIwT ado m tad type.awlwlenM Sn h Ctll Innis tluI1LnP [ak teBCI ClAn6 type rI. BunDINS PEDLMIT The ton shall ..null the twat Fulldmi aeMnl) fa Pms1u rcol At to for c9nrlueinaA Wla,ahy wall, Itr we oar Ill1M dal ClicPaifi:ACOMImca C%unit AM Of"Cmtwalm The trrc rrprnence m:ul arwuoe at Ihete w,Ilt al M otwl The amhmrr mar %'!It 1[Nuue • npan fmrn a xwh enpnen Lx ,o,l ypr e1M m ..�, .� r Wool almfirmmp apPhcahhlny nl IW1 panikllre of DESIGN SUMMARY The lira t Po rrd In his LunLar "WE' mmlmum Mcaparde Urn,,, I • lulwe.. atld2 naguna r.m,mlWo al b[Mlni capa,ty fallu,r An FAnllqual<. MO13p IS UtM on ttr druyn Wan1U[r{clxwdrlN It apomnhn.arIY ILJeora< hatl. uM apwnamarl)Rdeon<Mn fsolpl rrinhnnnrTC ae Mlrail .XT n.RI•1... The Cables awl poles Wa follow pinMc typical wall Ikmis ad rtinfrncRKnl rh[AUfe Ile i n rynl' Ron!atW SRW'w up to 6'In hotpot. Thn psmmo 41,nl mr wall allows PwnnelkanaleM MUIYr. mq Inul ell owl E6: wall N)nlmcW 1t Pntmr ua rwl C.moldnnd .n Ik datum MWV /Y I rre Y,2f a actual',!' waYC /llro,(InYfre SEA CV111,44 HIS '11M YIVi 11r]I tlLlr He Yllfa a llXle 1aD YIMWm l fI YIYI'LnR.'felHr I[K' AIE Wo nPl.S.aa OlrVa mvnuawnlmav�nEtPSaNDIn (UtwLlv'ILffr-0CYtPgrrC• 16'nwaapawrlY•O] R lwy atatmo ; I a'tY]pN n'/-wa Eg N m Q M U� of Z Om� <h U �m w� OX Q LL H 00 U W Non N - z�m H N r �?I N m ZEm N O UIlizZ JOjO ¢Ia LDEV- 012815 -2020 1. spa (u' u KEYSTONE COMPAC 11 & COMPAC III SEANDARDUTED MANUAL KEYSTONT. CO IJPAC It & COMPAC 111 STANDARDIZED MANUAL _ STEPS FOR DPSIGN SELECTION ,,,.-NUm al rwlularrer c mmnm,dslmt A quahfm peaamMlol mpneer may be mourom to ureteral 1!k uwl ivw al anV other pNVKluttC9 sorsh rvo vshwlk Rua al(M the drvl(n and Lllhllly of No IFhtlw4 Gvlldr I. 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Drerdllt Mlal vR hdB6l IwIYd6q prylOaad rnlhadarN: The IMiI Yi I height o deflnd a 11aI Win of the maslmutn dry Smelly dcnimlllnp uanK 61LMIIIad Favor C.mpnlm Tel per AST \I Su ckfow i I pool plot eln!<drut dePh Tew mmlmum call rma'Jnwm raNnll IA b' In k >el HISS: Tom Standards, I oak A low Ivor Of the wall. s dirtiest Cut W Yh ooC 3' dstW Ya W ita iM Y Soon hate M the k COIaKRO Sfa wall I llr dCNpl elf Ine r[WIOIOL wall atwmrt Ml MIWNptd hydnnUIX If[, \YR\ Y'11111016[ TIIIIY[[d hII f1YY IAyyr0ra IHIl01A66 M 01td1R000 J. F*19r m toot lypt d aOBa Ihat wD tr IYMIal: F.uloue lose loll npr FAIN m nwaal sal iI dY wall Thounfoxa, ."Poo m of An affechte summin tyaem hehlwl Ilia wall la uuwal W Shot claoificsNon,v "NI using Ftv mae deWl. m WII "itr a your air. .meal A Ssb Enprsm In /unun< of SW wall Any hat-cuI &on mqutt .lull h dtrmlwl h) Ihr project pmlmhmcAl WALL 6M MAn11ff f4 4. 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MCI, PvWm. meal. \lamed Romp with afar out dcwoo Wn<y Plaoo. hrraurt, na loot may tx ItgOIrN at the .Nor, of ,tt% ftlow wromsorvel mail Olen the West d thltdatvrlsnT hmWoni,Icrynllm 7, Wall C9 ion: Stan wail tYMtemt'IaN tgly&(In I M Ltinfin tflulow d, on nomA PamIL It of M1(/I IMr. yly (a{r {a CPYlal irMeA Hner.!)We'tlW,S /ltlafV ohm A Pone It clwarwer Cmtnua wall Ise Ikudc shown an Pose I Cmoulr a Kt)wawe ra Aan NpLr wlwaM•MMPH nwv+.lwaamw '¢r6yfTE UP UST" a'1(T rA/o- repRnlllave to NRalalluW ellflMae lnureklNLl lhr<mwYrllnn drWlf am IM16Nt YOGI RIhbI. aM arfADAO�wal61awe1hY pI L<&w]walrn +Y a'wwaNM.ar parwl SYO„Y 'Also an Non 0..urwnW,m of to IyPt by A hoosed enprocci Inllnp ISO m&t her ottuoN IV use fhBFD1ENl moaa 4ldn ✓r•sparstu rtp 6esvnm,.I,eaWm a„IC�sn amaocllld6' SIMdN1lcdF lllmneo whalcM41nnl perrl111t CV onI CW>Ih.aron topics, or ddiad by 6tm NptbnM era r. ASTI DM7 A AST61024RR. WNW t�ltl. w/tlOra MYRIYMwoI^rPlRu aofewYV OnbYner .Wit Op FJGtY1Td. IIw FY*m ftarea a Ma¢wVNwl aneI twrnlYlt MYgna lYapY Cae EXCLUSIOVB M "wPay +terelMa..nal+w..al 1EVFlaa: P.1p :Mgw0a6raralanwaNaemtavOWClm6 mw9paw a'RM pe6'slnnrute IbmWin SSt drain PI& line. if any M ltr mot Ini All ba ail errA ffaiesryaelr W a uaa 11 h tDa M no Yix+.INpe M tlmnRdl pAranacn of wait, IDA4IIAR- Tpnbra aplRRlaYVaranfarrpe ,u Yg6va aMY antiasvaPnwer.p 2) TOW well hmpl1% m.&CCU of 6 fed. I�r��rl�o ll Bark app ,c slml<1lhan : MaILnW tO I s<mcal ty6 [. Jrpml. Al SpaeW awchMp bdlni aNtdll,msesiu. x16 u.lwdahopa aM ttntnurn. a. WR6EWhYi ryy. Dyq Beaiwawpeils aowM warwe win AuaYbalyve!: YCatHrv� y1CaDwli +ticMdnln t rtAklnc .&taros tin Ag P IEMOKPJ9R- V4peY RONI PKIP ab MOpPN Of Mph0a9rnun9T twursnhOaN la5ik11FBD r /saPYl•la lamamdwo screw K o1Pw LIMITATIONS IJE6tlED- Gapaalae twgY Ay9urar+Awso, dr1r�wlPnaYa nasa.90 Pr, r.r bYmsd• 11rnone Gw a>oe w tow Mtaae vwxYwat too 611wY cps laaP41r4 The dCNSn I rug Mon It MIN IN lh1 use d Not tplomwd Pta2uct manufamred Conan+ Ilcm,e fm RCI• BIatL A Snds al fa tpnfie tool Comilwnc It la the mapmlhhhry of lM Urn of Ihn nu AS E` /6,,, rYlYE6NlxStLiE rcalwemrya mrlu a.+wp aYesenn u4ravatmreW KEYSTONE S£GBENTAL BLOCK WALL 'COWAC If A COMPAC III UNR ESAR Weery am Wall or unl CLeMUAt. and n o nunwe of wall In aC:11N2ita< with "Ann al omarwmM OBE d ,o v aowro AElYpeED WAI Irpvts[croY IAaaGNLa cm time l Final it wr/h Am row rdalfAC If l TDUr44t' DI Iwo \nVI1AriAW ]IIY4YCLA(R'llbll FEWA1l p.38606 N No aSKYLbLTfIl'SItTLTLDAC.Q wa[MM1aerJY[[DYI ro rnUNllr ���• ALTA CONSULTANTS WXCr.nTL11aD IY M'I arWYAUK6r �p raAl.,a,a uDn MrAl.trA..MrLt .m YlMnan I mood aAa,a.Y.,..:., a m Q WIae1lw�Iw6�1�p 1aN1El ISE.ANNING BNGMERR G SURVEYING IoM f YAW Sit Ste. IN. R WON, CA =21 PLoae (619) 7r6 -2018 oic a 9) Cal CNIL� a DLOCN n uMCK 1011 NO. 4.707 -01. DATED M! Eh• E080 �CALS RANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS GNED ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRPBON:2 ,5` RRASS DISK STAMPED INC 31 IS 7327 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPROVED: 0� GRADING PLAN FOR: 184 PACIFIC VIEW LANE LOCATION: Not CORNER or AT nlE NrR1H DATE: / Edwards Wiriuner MICHAEL BOHRER 17802-SC INTERSECRON OF ENCINITAS BLVD., & RES7LAKE Si. BARTOLOME J. PASTOR DATE PLANNING STEVE AK EDWARD J. WINNER �i. R.C.E. NO.: � 30 -5 -20 APM 258- 111 -43 RECORD FROM: ROS 18416 REVIEWER ELEVATION: 182.995' DANK NAW88 SENIOR ENGINEER DATE INSPECTOR BARTOLME J. PASTOR EXP.: 03 31 21 DATE DATE SHEET 5 OF 5 N m Q M U� of Z Om� <h U �m w� OX Q LL H 00 U W Non N - z�m H N r �?I N m ZEm N O UIlizZ JOjO ¢Ia LDEV- 012815 -2020 1. spa (u' u