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2020-14802-SG - LDEV-012815-2020 (Plans) (1)RmRT OF WAY R�1T1_N 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 RESPONSIBWTY OF THE OVMER TO KNOW WHERE HIS/HER PROPERTY UNE 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 HE INSTALLED UNDERGROUND GENERAL NOTRS FOR 2. THE SOILS LETTER OF RETENTION TITLED "PROPOSED RETAINING WALL SITE' PREPARED BY ALLIED EARTH TECHNOLOGY DATED JULY 30. 2020. AND UPDATE DATED N/A. PROJECT�20-114706 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE FIELD RECOMMENDATIONS AND SPECIFICATIONS. A HELD REPORT WILL BE FILLED PER THE SOILS ENGINEER CERTIFICAT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WTHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION NTH IMPROVEMENT PLANS. T MITTEN 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 WTHIN 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 HO3DAY3. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE NTH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. R�iM:70:;iD7.Rd9TQR7dl:ii 7;id PFiI aU.i IAP.RL\i X:7CT4-•107dLPIJ3d4�Fia�id�P.Fii:ilL•1!@LiLia 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO DATE Y SHALL IN ITH 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE ANC UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WOW AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES "RICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE IMTH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR 50 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 "THIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERMSE. NO GRADING. EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHAD. 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 'HALT OF THE NOTIFY ALTA CONSULTANTS ARE INADVERTENTLY DIRECT OR VERY TO ALLOW LICANT SHALL I FINDING AT THE TIME L BE DETERMINED BY A 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, TIE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTAnW. 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 EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE OUAURE9 ARCHAEOLOGIST AND/OR SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) 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 WSNU'IM PLACE). OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AN THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SIZE IN THE PRESENCE OF THE TCA NATVE AMERICAN MONITOR. I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL BOHBRBOI R 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 151. ALL NECE55ARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACIUTATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED MTHOIT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO TIE 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 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 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORNATRR AOLLUY'ION CONTROL FOST CONSTRUCTION RNP17MP 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/O8 INTO ME PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM ME CITY. 3. ALL IMPERVIOUS AREAS MTHIN THE SITE SHALL DRAIN TO APPROVED BMP/1MP 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 FACILITY AND OR THE TURF ANDSCAPED AREAS. 4. 0 DRAINS SH BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2X 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. SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED ROUGH THE TRASH ENCLOSURE AREA. ROLUNG OF THE DUMPSTER IN AND IAVE A DRAIN THAT DISCHARGES NO IS THEN FILTERED THROUGH A 1 THE PUBLIC SANITARY SEWER A SEPARATE BUILDING PERMIT MAY SAN DIAWFrO WATAB DISTRICT NOTES: 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 UTILITY, PIPE OR STRUCTURE "THIN THE UNITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., UNE 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 PARALLELING 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 MM CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-M. TO CONSTRUCTION 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 BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING. VEHICLE REFUELING. AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. OWNER_ MICHAEL BOHRER 184 PACIFIC VIEW LANE ENCINITAS, CA 92024 PHONE: 760-419-2305 �4 PAcinc NEW LANE ENCINITAS, CA 92024 APN: 258-111-43-00 T.ACAL DESCRIPTION PARCEL 2 OF PACEL MAP NO. 215041N THE .CITY OF ENCINITAS, COUNTY OF SAN DIEGO. STATE OF CALIFORNIA. OWNER'S CERTIFICATE SHALL (WEl HEREBY CERTIFY THAT , GEOLOGIST HAS BEEN OR RILL GRADING ACTIVITY AND ADVISE THE SITE. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION FATE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY MEN 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-GROWNG 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. DRAIN INLETS. STOCKPILES SHALL BE AND PROVIDED NTH A TEMPORARY SEDIMENT TRAINING CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO HE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY Ow%S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AfNND 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. 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTA13LL TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN 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. NDTIFICATRJNS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTIUTIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - GSD/ESD - (760)-633-2770 LOUD 760-753-0155 B. GAS & ELECTRIC - SLIDE - 760-438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT-1-8DO-227-2600 D. TELEPHONE - SEC BELL - (760)-489-3411 E. CABLE N - 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: (760)633-2770. ALL WORK PERFORMED WTHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2:1 MAXIMUM HEI(9TH 8' MAXIMUM VERTICAL DEPTH OF CUT - 0' MAXIMUM VERTICAL DEPTH OF FILL = B' CUT - 0 CY.. FILL - 90 CY IMPORT= 90 CY RPMFMAI - M CY TO PREP, PROPOSED WALL AND FILL AREA DISTURBED AREA = S10 SF IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3 600 SF IMPERVIOUS AREA AFTER CONSTRUCTION: 366SSF INCREASE IN IMPERVIGISAREA: 95 SF PERCENT1WREASE=1.0% IMPERVIOUS AREA REPLACED: 0 SF Ry SIGN DATE PLANNING DIVISION nq;(� 7� (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND GNS FI RS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL UABIUTIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY MTH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERLY OR PUBLIC-[,NSEMENTS. SIGNATURE: ATE: MICHAE OHRER SOILS RNOINRER'S CRRTIFICATR RCE N7 EXP. DATE: 12-31-21 JOB 1: 202 jz0 11-114 D COMPANY. AWED EARTH TECHNOLOGY ADDRESS 7915 SILVERTON AVENUE. SUITE 317 SAN DIEGO, CA 92126 PHONE: 858-586-1665, 619-447-4747 STATEMENT OF ENGINEER OF NARK COMPANY: ALTA CONSULTANTS ADDRESS: 1283 E. MAIN ST.. STE 109, EL CAJON, CA 92021 PHONE NUMBER: 619-749-8818 RCE: 38605 "PIRES: M112021 SHEETINDEX SHEET 1- ....................TITLE SHEET SHEET 2..... ...... ....... ..... GRAD1 NG PLAN SHEETS .................. _... EROSION CONTROL PLAN SHEET4 .......................EROSION CONTROL DETAILS 8 NOTES SHEETS .................. _... KEYSTONE WALL DETAILS 3 3 s VICINITY MAP N.T.S. MY O A O 9 Na.38fi0fi � PROJECT BMP STATUS OVII �GL STANDARD PARES AND RECREATION ISAN DIEGUlTO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 10/1 /20 I 1A/01/2020 I �- I y II DATE SIGN DATE SIGN DATE FHANGE NO.I DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS NFRENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT z-is-z1 : T -. TON: .a ICl AT+zTMaLT. 02 03 21 INr. D PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: RECOM� APPROVED: E J' WUitY Aolnc Pun FOR: 184 PACIFIC VIEW LANE MICHAEL BOHRER I APR. 268-1fi-43 14802-CSC ------ - ._ -- MAR OME J sroR DATE 2-162h - PLANNING STE OWAK EDWARD J. MMMER itY-_�-?tA ICI-5-20 RECORD FROAE ROS 18416 ftE R [a] ml • J. PASTOR EXP.: SHEET 1 LDEV-012815-2020 II I EX. 20' PRIVATE ROAD & UTILITY EASEMENT PER I,1 DOC. 87182 IN BOOK 2203. PAGE 363 RECORDED 8-13-1948 I� 11g86�.9gTWyy EX SEWER7 MN mm I w 1 SHEE RETAINING WALL SHELF NO. 5 FOR DET I I ) PROJECT BOUNDARY 1 EX. 6' PVC SE PER DWG. 9057-1 V1.. 186.; lT` 182. 20' MADE PUOLI DRAINAGE ' I186.7TV EASEMENT PER PM 21504 .5BV 1 \ SDO&E GAS TO REMAIN U 20' WIDE PRI` EASEMENT PER 1 GRAPHIC SCALE 1p 10 zo ( IN PET) I INCH= 10' FT ALTA CONSULTANTS ���� 21504 \$ EXISTING HOUSE FF=192.67 j Y � EX FRENCH DRAIN E. PUBLIC SEWER EASEMENT PER PM 214 _—EX. J. 6.5BW - — 187.0 EX, .B. EX. SO (PRIVATE) B . SOLID SEWER PER DRAWING 13322-1 _ 10' FENCE TO RD EX. QI CT OU AR _ R Irr EX 2:1 SLOPE - EX. KEYSTONE RETAINING WALL TO EMAIN EX. SEWER LATERAL _ III -EX. (PRIVATE) I; K� EX. C.B. f-14 $ :3 mF S Ij O tY-O` II z I. W� MIX Iw III Irz 31 I, 1 I Ex. C.B. I 0 PARCEL 2 PARCEL MAP 2M4 EXISTING HOUSE FF=187,67 EX I EX CB. 1 AS -BUILT WALL ! ! LOCATION EX. FRENCH DRAIN -4 I 1 I CHMQITS IN PUBLIC 1 T (PRIVATE 1 ". a EX. 20' D/W � - & CE PURSUANT _ 'f J/T A MAINTENANCE TvT'�'fi� Z L I I I CE� C.B� EX. SD fPRIVATEET \ 6X C.B. \ Y I Af 3 EX. SEWER MH 8 S S 3 a �j= GXL z < r ` 3 ' WIDE PRIVATE c DRAINAGE EASEMENT PER PM w CJ 3 I /EX. WATER SERVICE & WATER 1 IN —W �W WA Fe f I4j 3 86.7TW � �EX. RP=RAP IS ' E� � '• 1� PRIVATE DRAINAGE EASEMENT PER PM 21504 EXISTING BASIN AND RETAINING BALLS PER 13322—G TO REA(AIN '�PR�wECTNLOUNDARY 4 O - EX. 4- PVC SD (PRIVATE) LEGEND: 1' INTERVAL CONTOURS... - --- EX. STRUCTURES .............. C EX. CONCRETE .................. ._ EX CURB & GUTTER........ EX. FENCE ........................ EX. 2:1 SLOPE ....... ............ EX SEWER MAIN ............... — S _ S EX WATER MAIN ......... ___. — VJ — w — EX GAS MAIN ................... —GAS—GAS— EX. RETAINING WALL.......... EX. WATER SERVICE ............... EX. SEWER SERVICE ........ 5O EX. LOT LINES ................. STREET CL....................... - RIGHT-OF-WAY ................. SITE BOUNDARY ................ & LIMITS OF GRADING BUILDING SETBACK LINE... — — — PROPOSED CONTOUR ..-...... PROP. KEYSTONE RETAINING WALL. SEE DETAILS ON SHEET NO. 5 PROP. FENCE .................... PROP. DAYLIGHT — _ _ _ _ EX FENCE E. IRREVOCABLE OFFER TO DEDICATE, A EX. IRREVOCABLE OFFER TO DEDICATE, A T \ PORTION OF PARCEL 2 FOR PUBLIC STREET 1.0' 16G `� �� N \ PURPOSES, REC AUG 8, 2017 AS DOC i PORTION OF PARCEL 4 FOR PUBLIC STREET L � H B \ 2017-0359107, PER 2 504 OFFICIAL RECORDS, PER 2017R 359107,EPERUOFFlOALI RECORDS7 AS , PER g PM 21504 \, X. 20' PRIVATE ROAD \ do UTILITY EASEMENT PER EX, SEWER MH�\ DOG. 67182 IN BOOK 203, PAGE 363 ORDED 8-13-194B w 4 Nu.38606 ilV! 1 VCJIHIYCV 01; ERPRR OT: bRCMLV ON ICHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS I..�n .,�., ..... ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. rDER RECOMMEJV� APPROVED: F �jj, �// LdwardJ. W Amer DATE: STEVE I C EDWARD J. WINNER 184 PACIFIC VIEW LANE MICHAEL BOHRER APM 258-111-43 802-SG 1 t EXP.: LDEV-012815-2020 EX. 20' PRIVATE ROAD & UTILITY EASEMENT PER DOC, 87182 IN BOOK 2203, PAGE 363 RECORDED 8-13-194B r PROJECT igN ARY C E 8' PS E PER D 0 7-1 1 M 20' WIDE PI EASEMENT SDG&E GAS TO REMAIN 20' WIDE F�I EASEMENT P 1 GRAPHIC SCALE 10 0 10 2 ( IN FEET ) 1 INCH= 10' FT ALTA CONSULTANTS EX. C.B. T�FPq�� P�CEL 1�1A11�204 I $ 4 EXISTING HOUSE �c I FF=192.67 9� I EX. FRENCH DRAIN EX. PUBLIC SEWER EASEMENT PER PM 21 4 1 7. _ - EX. C.B. 187.0 6.SBII EX. .B. EX. SO (PRIVATE) 86. 1 VUu MCM nM&U,,.,.. 477.,.. 4 •ten oc• SEX. SOLID FENCE TO REMAIN EX. SEWER LATERAL - ,_�. EX. C.B. EX. SO (PRIVATE) ©© I°:Al2CI_L PARCEL M\I" 'I,M HOUSEEXISTING ♦..� i P. �� PRIVATE �EAS aETAINING WALL & FENCE) PURSUANT )RAINAGE EX. FRENCH DRAIN i if JEX. G.B. /a ` a a 1 a 4 a a a a _ a d. e d d EX. SEWER MH 3 S e o ro y I z CXL ¢ f 1 � n I3 ~ a 5WIDE PRIVATE DRAINAGE EASEMENT rr ` PER PM V I w I �IEX. WATER SERVICE & WATER —Wr __W W W call I I I 1 4 d - / CL EiL D5 0/W 1a1 n ® •L EX. C.B. � EX. RIP -RAP fa. 186.71-W k�, 33f9W — PRIVATE DRAINAGE EASEMENT PER PM 21504- \ \ EXISTING BASIN AND RETAINING WALLS PER 13322—G TO REMAIN lay Y \ \_ P OR j EbT.,BOUNDARY 167.40' DI _ � 87.40 EX. FENCE E%. IRREVOCABLE OFFER TO DEDICA PJ POI L'L \ � Rq�ti \ zm X. 20 RIVATE ROAD & UTILITY EMENT PER EX, SEWER MEE DOC. 87182 IN j 7jB 203, PAGE 363 DRONED 8-13-1948 I•Lj \ I 1 � I 1 � I I PM 21504 oVNE J q O N �� No.366C6 0� 8m �d CNIV- 4 CAl EX. 4" PVC SO (PRIVATE) LEGEND: 1' INTERVAL CONTOURS... --^48 �— EX. STRUCTURES C .............. EX. CONCRETE .................. .: . EX CURB & GUTTER........ EX. FENCE ........................ ❑ ❑ EX. 2:1 SLOPE .................... EX. SEWER MAIN ............. S S EX. WATER MAIN ............. V1 W EX. GAS MAIN ................ GAS GAS EX. RETAINING WALL.......... EX, WATER SERVICE ............... EX. SEWER SERVICE ............... O EX. LOT LINES .................. STREET CL........................ RIGHT-OF-WAY ................. SITE BOUNDARY ................ & LIMITS OF GRADING BUILDING SETBACK UNE... PROPOSED CONTOUR.......... PROP. KEYSTONE RETAINING WALL' SEE SHEET NO. 5 FOR DETAILS PROP. FENCE .................. PROP. DAYLIGHT ............. — d. A I"\I - EX. IRREVOCABLE OFFER TO DEDICATE, A PORTION OF PARCEL 4 FOR PUBLIC STREET PURPOSES, RED AUG 8, 2017 AS DOC # 2017-0359107, PER OFFICIAL RECORDS, PER PM 21504 ��P�� u��a���t WIF1 MATERIAL GEUWRY & STORAGE MY-4 SPILL PREVEMION AND CONTROL 'AY-R CONCRETE WASTE MANAGEMENT rW=B-1 SOLID WASTE MANAGEMENT rW:9-1 SANITARY WASTE MANAGEMENT CONSTRUCTION BIMPm 5677 PHYSICAL STABUZATION (CRAVE4 PAMNG, MULCH) SET FENCE — C3 STREET SWEEPING ® GRAVEL OR SAND BAGS—Q(C) ® STORM DRAIN INLET -----® PROTECTION ® STAIBUZED CONSTRUCTION---.-'. LSBY�� (EX.DRIVEWFY) ® PROTECTION OF FLAT PAD AREA / SITE DESIGN & LANDSCAPE PLANNING PROPOSED LANDSCARNG---- LOW IMPACT OEVELPIEIIf REP= ® EX. DRAIN WNGFF FROM IMPERAOUS IIIWA1 5 TO PERNOUS AREAS 7BFd11F1iiSi ® EX. INFILTRARON BASIN ANGE NO.1 DESCRIPTION APPROVED1 DATE I BENCHMARK AS —BUILT APPROVALS lWUjMlVlNLU or 1un.vnry or: un¢�Ncu or. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT - - :2.5 BRASS DISK STAMPED ENT-31 LS 7322 02/03/21 1 TNT. PLANS PREPARED TINDER SUPERVISION OF DATE: R.C.E. NO.: 38606 BARTOLOME J. ASTOR EXP.: REQOn/I jyl Efvf� APPROVED: Ea'ward WGnmvx j' EROSION CONTROL PLAN FOR: 184 PACIFIC VIEW LANE MICHAEL BOFIRER APN..' 258-111-43 p e� 1 �I BO,Z- SC MON 3m OF INIEASEC110N OF FNCINITAS A.M., & WESIIAXE 51 BARE LO J P STOR DATE - PLANNI �, (// STEVE c EDWARO J. WIMMER � 0-5-20 RECORD FFOIE NOS 1B41fi ELEVATION: 1B2995' DATUM: NAM R R OR ENGINEER DATE NSPECTOR DATE , DATE SHEET 3 OF 5 Em LDEV-012815-2020 STORM WATER MANAGEMENT NOTES: EMERGENCY EROSION CONTROL MEASURES NOTES: 1. "DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE1 ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO PREVENT TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY WATER FROM FLOWING FROM THE PAD UNTIL THE STREETS AND DRIVEWAYS THE PROPERTY OWNER IN THE EVENT OF A RAINSTORM. 125% OF ALL ARE PAVED AND WATER CAN FLOW FROM THE PADS MTHCUT CAUSING EROSION, SUPPLIES NEEDED FOR BMP MEASURES SHALL BE RETAINED ON THE JOB SITE OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION OF THE COUNTY IN A MANNER THAT ALLOWS FULL DEPLOYMENT AND COMPLETE DEPARTMENT OF PUBUC WORKS THAT Will ALLOW WATER TO DRAIN FROM INSTALLATION IN 48 HOURS OR LESS OF A FORECAST RAIN." THE PAD WITHOUT CAUSING EROSION. 2. "NO AREA BEING DISTURBED SHALL EXCEED 50 ACRES AT ANY GIVEN 2. FOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM TIME WITHOUT DEMONSTRATING TO THE SAN DIEGO COUNTY DPW FLOWING OVER THE CREST OF SLOPES. DIRECTOR'S SATISFACTION THAT ADEQUATE EROSION AND SEDIMENT 3. MANUFACTURED SLOPES AND PADS SHALL BE ROUNDED VERTICALLY AND CONTROL CAN BE MAINTAINED. ANY DISTURBED AREA THAT IS NOT HORIZONTALLY AS APPROPRIATE TO BLEND WITH THE SURROUNDING TOPOGRAPHY. ACTIVELY GRADED FOR 10 DAYS MUST BE FULLY PROTECTED FROM . EROSIONUNTIL ADEQUATE q, AS SOON AS COTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN LONGTERM PROTECTIONS ARE INSTALLED, THE DISTURBED AREA SHALL OCTOBER 1 ALL CUT AND FILL SLOPES SHALL BE STABILIZED WITH A BE INCLUDED WHEN CALCULATING ACTIVE DISTURBANCE AREA. ALL HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY THE COUNTY EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND DEPARTMENT OF PUBLIC WORKS. BETWEEN OCTOBER 1 AND APRIL 30, APPROVED MAINTAINED DURING ANY ACTIVE PERIOD." SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND THE EXPOSURE OF CUT SLOPES AND/OR THE CREATION OF EMBANKMENT SLOPES. 3 "THE PROPERTY OWNER IS OBLIGATED TO INSURE COMPLIANCE WITH ALL S CATCH BASINS, DESILTING BASINS, AND STORM DRAIN SYSTEM SHALL BE APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE BMP's (BEST INSTALLED TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC MANAGEMENT PRACTICES) THAT HAVE BEEN INCORPORATED INTO THIS PLAN WORKS. SHALL BE IMPLEMENTED AND MAINTAINED TO EFFECTIVELY PREVENT THE POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION 6. GRAVEL BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY ACTIVITIES ON STORMWATER QUALITY. THE MAINTENANCE OF THE BMPs IS THE COUNTY DEPARTMENT OF PUBLIC WORKS IN UNPAVED STREETS WITH THE MAUTY, GRADIENTS IN EXCESS OF 2% AND ON OR IN OTHER GRADED OR EXCAVATED ON RESPONSIBILITY AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE AREAS AS REQUIRED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. BMPs MAY RESULT IN ENFORCEMENT ACTION BY THE COUNTY OF SAN 7, THE DEVELOPER TO MAINTAIN THE PLANTING AND EROSION CONTROL MEASURES DIEGO OR OTHERS. IF INSTALLED BMPs FAIL, THEY MUST BE REPAIRED OR DESCRIBED ABOVE UNTIL RELIEVED OF THE SAME BY THE COUNTY DEPARTMENT REPLACED WITH AN ACCEPTABLE ALTERNATE WITHIN 24 HOURS OR AS OF PUBLIC WORKS. THE DEVELOPER TO REMOVE ALL SOIL INTERCEPTED BY SOON AS SAFE TO DO SO." THE GRAVEL BAGS, CATCH BASINS, AND DESHLTING BASINS, AND KEEP THESE 4. "A NOTICE OF INTENT (NOI) HAS BEEN FILED, WITH THE STATE WATER FACILITIES CLEAN AND FREE FROM SILT AND SAND AS DIRECTED BY COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER SHALL REPAIR ANY ERODED RESOURCES CONTROL BOARD SOURCE AND A STORMWATER POLLUTION SLOPES AS DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. PREVENTION PLAN (SWPPP) HAS BEEN OR WILL BE PREPARED IN ACCORDANCECALIFORNIA FORSTCONSTRUCTION ACTIVITY RMWATER DISCHARGES ASSOCIATED BMP STENCIL PLACEMENT NOTES (PERMIT NO. CA000002) FOR ALL OPERATIONS ASSOCIATED WITH THESE PLANS. THE NOI NUMBER ASSIGNED BY SWEDE FOR THIS PROJECT IS A) ALL STORM DRAIN INLETS AND CATCH BASINS WITHIN THE PROJECT AREA 937-C322548 THE PERMITTEE SHALL KEEP A COPY OF THE SWPPP ON SHALL HAVE A STENCIL OR TILE PLACED WITH PROHIBITIVE LANGUAGE SITE AND AVAILABLE FOR REVIEW BY THE COUNTY". (SUCH AS: "NO DUMPING - I LIVE IN <<NAME RECEIVED WATER>>") AND/OR GRAPHICAL ICONS TO DISCOURAGE ILLEGAL DUMPING. SOIL STABILIZATION NOTES: 1. PHYSICAL STABILIZATION THROUGH USE OF GEOTEXTILES, MATS, FIBER ROLLS B) SIGNS AND PROHIBITIVE LANGUAGE AND/OR GRAPHICAL ICONS, WHICH (SS-7 OR ESC20), BONDED FIBER MATRIX OR OTHER MATERIAL APPROVED PROHIBIT ILLEGAL DUMPING, MUST BE POSTED AT PUBLIC ACCESS POINTS BY THE COUNTY FOR STABILIZING SLOPES, OR ALONG CHANNELS AND CREEKS WITHIN THE PROJECT AREA. 2. VEGETATION STABILIZATION USING H"DROSEED (SS-4 OR ESC10) OR ACCEPTABLE C) LEGIBILITY OF STENCILS, TILES AND SIGNS MUST BE MAINTAINED AND TILES LANDSCAPING MAY BE USED ONLY MAY I TO AUGUST 15. VEGETATION MUST BE PLACED FLUSH WITH THE TOP OF CONCRETE TO REDUCE TRIPPING PROPOSED TO STABILIZE SLOPES MUST BE INSTALLED BY AUGUST 15, BY PEDESTRIANS. WATERED, AND ESTABLISHED PRIOR TO OCTOBER 1. THE PROPERTY OMER SHALL SHOW ON THE PLAN A CONTINGENCY PHYSICAL BMP TO BE INSTALLED BY OCTOBER 1 IF HYDROSEED ESTABLISHMENT DOES NOT OCCUR BY EROSION CONTROL NOTES. THAT DATE. IF LANDSCAPING IS PROPOSED, EROSION CONTROL MEASURES MUST ALSO BE USED WHILE LANDSCAPING IS BEING ESTABLISHED. ESTABLISHED 1. EROSION CONTROL ON SLOPES SHALL BE MITIGATED BY INSTALLING VEGETATION SHALL HAVE A SUBSURFACE MAT OF INTERTWINED MATURE ROOTS LANDSCAPE PLANS AS APPROVED WITH THE BUILDING PLANS. OR BY WITH A UNIFORM VEGETATIVE COVERAGE OF 70 PERCENT OF THE NATURAL TEMPORARY EROSION CONTROL CONFORMING TO THE FOLLOWING: VEGETATIVE COVERAGE OR MORE ON ALL DISTURBED AREAS. NON HYDROSEED MIX 3. ALL MANUFACTURED SLOPES AND CLEARED SLOPES OF 3 TO 1 (HORIZONTALS -IRRIGATED /ACRE, TO VERTICAL) AND STEEPER ARE TO BE PROTECTED WITH A BMP APPROVED y,PURITY/ACRE SEED SPECIES J F BY THE COUNTY OF SAN DIEGO, AS DESCRIBED IN NUMBER I AND 2 ABOVE. 20 707 ATRIPLEX GLAUCA CLEARED SLOPES FLATTER THAN 3 TO 1 MUST STILL BE PROTECTED FROM 50 PLANTACE INSULARIS EROSION USING EITHER AN APPROVED BMP OR BY USING HYDROMULCH WITH 8 ENCELIS FARINOSA A GUAR BINDER. FLAT AREAS OF LESS THAN 5% (LIKE BUILDING PADS, 6 SCARIFIED LOTUS SCOPARIUS PARKING AREAS, LEACH FIELDS) SHALL HAVE 100% PROTECTION USING 7 50% PLUS E%CHSCHOLZIA CALIFORNIA GEOTEXTILES, MATS (SS-7 OR ESC20), OR OTHER MATERIAL APPROVED BY TOTAL 91 LBS. THE COUNTY FOR STABILIZING SLOPES, OR USING TRACKING AND SOIL 2. THE TOPS OF ALL SLOPES SHALL BE DIKED OR TRENCHED TO PREVENT STABILIZERS/BINDERS (SS-5), TEMPORARY SEEDING (SS-4), MULCH/WOOD WATER FLOWING OVER CRESTS OF SLOPES. CHIPS (SS-3, SS-6, SS-B), OR JUTE MATTING (SS-7). THE COUNTY MAY REDUCE THIS REQUIREMENT FOR FLAT AREAS AND THE BELOW REQUIREMENT, 3. CATCH BASINS, DESILTING BASINS AND STORM DRAIN SYSTEMS SHALL BE PROVIDED FULL SEDIMENT CONTROL IS PROVIDED THROUGH CONSTRUCTED INSTALLED TO THE SATISFACTION OF THE COUNTY INSPECTOR. AND MAINTAINED DESILTATION BASINS (SC-2) AT ALL PROJECT DISCHARGE 4, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOSE LUIS ANDREU. POINTS. AT TEL NO. (619) 661-5325 4. AREAS OF GRADED PADS THAT HAVE ACTIVE STRUCTURE CONSTRUCTION UNDERWAY MAY BE PROTECTED BY ROLLED PLASTIC AS PART OF A WEATHER- 5. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE TRIGGERED ACTION PLAN UNTIL THE STRUCTURE'S ROOF HAS BEEN COMPLETED. AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL THE REMAINDER OF THE PAD AREA MUST CONTINUE TO BE PROTECTED USING BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID EROSION CONTROL MEASURES IDENTIFIED ABOVE. CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 5. UNPAVED ROADS ARE EXEMPT FROM 100% PROTECTION REQUIREMENT BUT 6. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT SHALL HAVE APPROPRIATE BMP9 INSTALLED SUCH AS GRAVEL BAG CHEVRONS. THE APPROVAL OF THE COUNTY INSPECTOR. BONDED FIBER MATRIX (BFM) NOTES: THE USE OF BFM IS SUBJECT TO THE FOLLOWING UMITATIONS AND RESTRICTIONS: 1. 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. B. 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. B. 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 (4D%). 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 2% 200 FEET MAXIMUM 2% TO 4% 10C FEET 4% TO 10% 50 FEET OVER 10% 25 FEET 5. AFTER UTILITY TRENCHES ARE BACKFlLLED AND COMPACTED THE SURFACES OVER SUCH TRENCHES SHALL BE MOUNDED SUGHTLY 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. CRADE OF STREET INTERVAL NUMBER OF RACS HICH LESS THAN 2% 200 FEET MAXIMUM 1 2% TO 4% 100 FEET 1 4% TO 6% 5D 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 EROSON CAUSED BY THE INCREASED FLOWS THAT MAY BE ANTICIPATED FROM DENUDED SLOPES, R 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 e NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR i • FISEA ROLLS A a a40'm . . . y y i i 9�4�q ii ice' 10 B P�'�Pi'c �02 . 001, aF 1 y LL FIBER ROLL NEAR ' OPE WERE IT TRANSITIONS n INTO A STEEPER SLOPE TYPICAL FIBER ROLL INSTALATION NOT TO SCALE GRAVEL FILLED BAGS 2 BAGS HIGH WEIR Z3 BAGS HIGH) B SECTION SECTIONGRAVEL FILLED ' , GjF4VTL HOG / NOT TO SCALE II FIBER ROLL SLOPE B" MIN. z v ry 3/4" x 3/4" OD WOOD STAKES coMAX 4' 19 SPACING ENTRENCHMENT DE \OT TO SCALE S EARTHEN BERM PAD BLADED SWALE F " . iR MIN. GRADE MIN?� FOR FLOW LINE '4y+ 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 1D 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. x i 10' MAX. r 4 IA (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKRLL AND COMPACT THE THE WORE FENCE AND EXTEND IT EXCAVATED SOIL INTO THE TRENCH. t IL-ll- • l! 11=11�11=1 )I ' .IITII�II-IIKIf-11k=11-1 11=11=�k11=11=11=.11 SILT FEAVE 50, MIN. PUBLIC RIGHT-OF-WAY WRE SCREEN s:•_xr:::.��:�:..: _ 4=�>F OVERFLOW FILT R•n n- -11Fn AliI�=L=n a a•WA TER RUNOFFW 8" MIN_J PUB IC GRAVEL FILTER EXISTING GROUND PaROFILE RIGHT-0 -WAY LET IWITH GRATE I SEDIMENT P UN LAN CONCRETE BLOCK •••• STABILIZEDBETWEEN STABILIZED CONSTRUCTION— ENTRANCE AND PUBLIC RIGHT-OF-WAY PRIVATE CATCH BASIN CONSTRUCTION ENTRANCE BLOCK-SCREEN-CRAVEL SILT BASIN NOT TO SCALE HANGE NO.1 DESCRIPTION APPROVED DATE wroiv¢u OT: JMOIN 0T: WL 'E mu OT: BENCHMARK AS -BUILT APPROVALS wr uccRura ENCINEERlNC DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO �AM� :• /i7AMIIIIIIIIII--�a r• ;r I'll • ) I �� " _.•. •_ 184 PACIFIC VIEF LANE UI A i I Sf Lil . tljoZILM:�M_ I LAKE ST._ - i I�•_I REO= FROM; RCS IB416 ELEVATION: r WTI: ��� w yj M7 U NI �a LDEV-012815-2020 KEYSTONE COMPAC It & COMPAC Ill STANDARDIZED MANL•AL KEYSTONE COMPAC 11 & COMPAC III STANDARDIZED MANUAL KEYSTONE INTRooccrtoN c� am 114E n.x COMPAC This nl It sae,LCW) untAn.W Is d1 IW mil c lion fileI ell&I c lord L. lb,r Kemme N li lW II This Exit Ke±nha saWmlol wall wX his h loci E Fw l a cops. aN1 one (a rtyaves An hall %W)wks Csopld wd mhn(ttcrthmat w, RAanw'c fortlrnm wlrsh a. 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W.T Piyb1B Awlllge IN CAI, ,r L`9)4w n+19) i +rim )R%vyrl.Me WIma yIWrR An. :(1))blpe„' ;mflrming app R+hlhty dlhlt pudrltm -IrH14151d INa1lWgl el (a1q HFlIN 11W116111N pNllaaaNa plop wTb Nw 10 Oppaa•1 Cale\ DLNIGN SVMMABI' Tn plow_ r Ir IT wear 7E-EIM 1 Tit Nui . .' h SpN r Ir IT 4 ear "IN I Tm N. The desists R Y W on inks gmtal4c neea\ Imcmulo atcMR a (acrans a aaMy W I r LEA Tit"CAT� w1lor. rw 3 a.wa+r r,rnvnmg am 4arhnc Wlwcnr Ionic. An Emtfi*m c agdn.. Rip ,� 2N I. �— M i raf i •do)I nmadsitd ollai Walls cnnaldc aupa.nkwuly I1-0eglm burnrJme.:, L.. •. nRl M'In'tonlAYly [ ax'CR Ron ru,gnJ nmhnnmon rn Mms" .KT rmwfutumf by Tcmrc The ldka•W plan IWf follow Pmldr typical WAll h h and rcinl<x<tnra+(htlule fitr' nynGlntc- nLoeKABRICK r, r.r. na 1. . NanlvrN SNW.WIo6'mhRpkl. The padm[uwWlN wJlJmwap.nmar lhuvpeatr.ec won .war fmn IUW uwnd rh Yall HYNwuu h Rn.Wes toe hW .sn,kdnN m Ill JnI[n rMWVRn aReel Y+'FLYfW IKYrgaa++RYVI1ra11IV HA •nits M+AY 41Tl"alba)f('f all%L Mn1V nit VIRYJXNfIMN(I na It a/r•nl r It Vk Ulfl9lp tII11 KM1'i1r Ra W M!R [A\Mnr C(WaA(na(OMP.1(0U%Ii MLI F Y}[UI[l1t•14.(ab IYNrA'U e[fIL'bN[LI loll fX wlr%a/lirllra rnVf+a raa "sol set vors, MAVI'/A(T R[Lal lff a(a%YI [all AJ YIIAGEW } nV+1t'I.+[TrRQrlr rbKAIP • !✓ ,tit. a I YAtWyT%lblr nXaT[ F u.,.wtawpr.nww.w.r.wee..++wanmxMlltWwata',,W�ctahnrnrau.Il•++aganw.Of vh Ienwvcn0amh.nwvl.krbeuralms.ahnlYraw+.muw4r�RCu'naR�•IM�\ww.huwf 1< mr naRl aw•, mrsnrwlwkeeur[aRa�acnlMlnta+we"'rww�Cannwat.+. t..w+.p+.wwO IrJPT nhpa)a9 olY �w KEYSTONE COMPAC 11 & COMPAC III STANDARDIZED MANUAL ICEYST(]N'E COMPAC II & COSRAC III STANDARDIZED MANUAL SIFK MR DESIGN SELE(71thN Rtt-n).vet sill IlWlma[Nrrf . hnttnrNndWrm. A 9YRhred paaair%J sWr,,J may k haw D I. 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WRiYNR1G[rLL. mane MatJrlablapOd\]yla[hrhlr yl Untbadwaagdrxna]r pnhbkmt <\tst•tN able IapOISFNk *IF WR)TAaa1BlRbamptt REeaa lbbl FeRam 9la llYeln trldanar aATIRpIRT r �rlM rq¢1ahalXa•Xfr'YY a. W/w li%RTATTONS IKOWD Gas"awowy IITplr.►s.bslw: GapblyYar nrrr�Mlwrdbh,� ' oRklashw pot•areeah•maAr R%vRs elrwrr.s•era T1Y deW,n pKxnW hue+n et MrNan the usedth+prnfaN Rltlucl manufciWell tlrhkf h(enu Iran RCP Bh%hs A Bruin anal fire µYnDC owl LIAy nit, It III the mprwnsAollry n( IN uvr of this manual to i' rrtllEpRlptlfla(. r,.I.e hWypn/ab,PnW ralneaRNn,Marrnr IRYSTOW 6EGIEMALBLOp( WALL CDWAC 116 COAiACIIItNR nC,art verify IN crud tole wd c.wdd wwam m nhnao-ui the wallon u.ttduwe shill ,Ialmla/d .t.nYru,tlnn G5y£ J QiVIID rFIVCICFO I[Va )WKIL'RCIp1 Me%:+[bRr)a'L+'rer FOR 1Y %If1r a[)<f0\b'(OVIa[I",F4m, I'll ff rE% mWr.ammranxaen'.pprst+n N No.36606 ewevm nndmurbw rW aTlR p).na'e ion+nu reuaArmrnn, ALTA CONSULTANTS uhht n,nnoAr Rrf rlplA WRae cw ¢ o •a)a.At,lelD.11fW%...R%R+.se ruae,aru+rtlAlnaunreW raagg Bagp, d e PLANETING BNGMd G BURYRYING CN)1. MOON i RIREIt (F(ya 19tl L WP set [h 10. a CYON. u 12M Peal, (bB) 1 mho ran (afa) )([-Ntl N!H NO. E7111IJ SAM � NEa MN HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALSNIEH ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INFH T AS -BUILT 2-16-2T 02 03 21 INT. PLANS PREPARED UNDER SUPERVISION OF RECJ APPROVED: GRADING PLAN FOR: 184 PACIFIC VIEW LANE LDDAII �n , 1 F '� _ DATE: Ealli. 11116 m'Ltbr MICHAEL BOHRER 17802— SG INIERSECPDN DF MRII AS Ie & AESTIAIx ST. ARTC LO J. STOR DATE PLANNIN STEVE K EDWARD J. WIMMER - fPh R.C.E. NO.: 38606 BARTOLME J. P STCR EKP.: 03 31 2T ��%�� O-S-20 APN..' 253-111-43 RE(WRD IBDR RO51%Ifi ElEVA110N: 182.99V DAMN: NA199S RE R IDR ENGINEER DATE SPECTOR DATE DATE SHEET 5 OF 5 t LDEV-012815-2020