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2016-12954 G (Plans) (3)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER C cn �1-5 m OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT NICOLE ZARCADES AT 858) 945 -6451, 24 CONCRETE WASHOUT NICOLE ZARCADES , ROAD Z HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ENCINITAS 3453 BUMANN N ROAD K w ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE SANTA FE DR. OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL SITE ADDRESS y ir NCH RD DRAINAGE NOTE DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE POST A SIGN DESIGNATING THE WASHOUT LOCATION. 3453 BUMANN ROAD �0 TUNA STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID APN:264- 101 -25 9O Q �pV� FOR RO NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS i,�N I �F. p c ORSE TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT �O M DR. \o CIR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF O 9m \NGNP 2 RD AN APPROVED DRAINAGE FACILITY. TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL LEGAL DESCRIPTION G� THE ENGINEERING INSPECTOR. PANELS /PLATES. POR SW %q OF SW %q OF NW %q OF S9, UTILITY NOTE T.1JS, R3W, SBM AS SHOWN ON R.O.S. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO CONSTRUCTION VEHICLES ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES 15008 (FILE N0. 1995-08511904) VICINITY MAP° SITE GENERAL NOTES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. OWNER'S CERTIFICATE N.T.S. REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR EROSION CONTROL I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO I HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. FROM, AND AGAINSTANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTOR, SUBCONTRACTORS, OFFICIALS, OFFICERS, 2. THE SOILS REPORT TITLED "INVESTIGATION, PROPOSED RESIDENTIAL BUILDING SITE, 3453 BUMANN INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL OR REPRESENTATIVES FOR ANYAND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLYOR ROAD, ENCINITAS, CALIFORNIA ", PREPARED BY ALLIED EARTH TECHNOLOGY, DATED MAY 16, 2016, INDIRECTLYTO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. PROJECT #16- 1148D -5 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING 8: GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NiECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN g l SAID REPORT. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATU AL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS SIGNATURE: * DATE: 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL FO E PLACE E THE END PE EACH UNNECESSARILY; THEY HELP DECREASE EROSION. NICOLE RCADES 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL SOILS ENGINEER'S CERTIFICATE GRADING. GRASSES TO SHIELD AND BIND THE SOIL. I, ROBERT E. CHAN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE, IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON MAY 2, 2016. ONE REPLACED OR REPAIRED TO CONDITION 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. COMPLETE COPY O?EZHF, S )I LS R T COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN EXISTING PRIOR TO GRADING. SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS SUBMITTED T9 E OFFIC 0 HE C Y ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM ON -SITE CONSTRUCTION MATERIAL STORAGE AND CERT THAT THEKE&MMENOATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DRAIN SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL INCORPO /RATED IN T G DING ANS AND SPECIFICATIONS. DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY ENGINEER OR A LICENSED LAND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES SIGNED: SURVEYOR. NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. 2461 STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN RCE NO.: ` 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. EXP. DATE: 12/31/19 SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF MILE TRAINING JOB #: 16- 1148D5 O 8. �1 PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS URS OF 5:30 30 STRUCTURE FOR HUMAN P.M. CONTRACTORS' EMPLOYEES WHO O AND 7:30 A.M. NOR ON ALLIED EARTH TECHNOLOGY SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE ALLIED D EARTH T AVENUE, SUITE 317 UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SAN DIEGO, , SUITE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. PH. (8 DIEGO, O, CALIFORNIA CA6 F (61 1 447 -4747 FAX (858) 586 -1650 HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE WASTE MANAGEMENT SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (76M 633 -2770. IT TO AN ADEQUATE IMP /BMP. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION STATEMENT OF ENGINEER OF WORK MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY WITHOUT A PERMIT FROM THE CITY. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO, 12954 -G HAS BEEN PERFORMED IN WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER 12. ALL GRADING SHALL BE INSPECTED AND TESTED A A QUALIFIED SOILS ENGINEER OR N OF F HIS AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION REQUIRED FILLS AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE ARISING OUT OF THE WORK FORMED BY THE ENGINEER. AND WILL DLLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS RARING THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A SITE. ESS /O� AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING pig OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER b, - COQ SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL SIGNATURE: DATE: 11 Z 6 11, FOR THEIR INTENDED USE. REQUIRED FOR THIS STRUCTURE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS O . C FFEY ILF/ SURFACES. No. C062716 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE OLIVENHAIN MUNICIPAL WATER DISTRICT POTABLE WATER SYSTEM NOTES: COFFEY ENGINEERING, INC. DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST 9666 BL!SINESSPARKAVENUE, SUITE 210 � CIVIC ?ter DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 1. POTABLE WATERWORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE SAN DIEGO, CA 92131 -1646 1 PH (858)831 -0111 1 FAX (858)831 -0179 9PE MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER RCE EXPIRES: JUNE 30, 2018 CAI-�F DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD NOTIFICATIONS ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. EARTHWORK DATA MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 H: 7 V TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE MAXIMUM VERTICAL DEPTH OF CUT = 6 ' GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES MAXIMUM VERTICAL DEPTH OF FILL = 20 ' COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY -- PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. MEETING WITH THE DISTRICT'S INSPECTOR. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S EXPO 30OC.Y. FILL= 500 C.Y. RESPONSIBILITY TO CONTACT THE FOLLOWING C E OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, EXPORT= 800 C.Y. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: REMEDIAL= 1050 C.Y. (3 REMOVAL AND RECOMPACTION UNDER AND 0 OUTSIDE OF BUILDING AREAS) SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE A. SEWERS - CSD - (760)- 633 -2770 BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN, B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR C. WATER - OMWD- (760)753 -6466 EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING D. TELEPHONE - SBC BELL - (760)- 489 -3411 DRAWING INDEX REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 TITLE SHEET ___ 1 ACCORDANCE WITH THE GRADING ORDINANCE. MONDAY OR FRIDAY. BMP PROJECT STATUS - PDP /HMP 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. V01U ___ OR OTHERWISE DISPOSED AS OFF THE SITE OBJECTIONABLE THE CONTRACTOR RI AS 70 LEAVE THE AREAS THAT 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF PHONE: (760)- 633 -2770. CONSTRUCTION BMP PLAN -__ 3 HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT BMP NOTES AND DETAILS ___ 4 PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK DETAILS, NOTES, AND __ 5 HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR APPROVAL RI LOCATION IS DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. - ABBREVIATIONS 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTROL FACILITIES" 17. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE IMPERVIOUS AREA GRADING & IMP PLA%$1 _ G FO THE REMOVAL OF ANY AND ALL CITY TREES SHALL IN CONSISTENT WITH THE CITY'S URBAN BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0,477 SQ FT RECORDED ON 5EprjmM5E& 20,L2,016 FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY IMPERVIOUS AREA AFTER CONSTRUCTION: 2i�623 -SQ FT PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND INCREASE IN IMPERVIOUS AREA: - SQ FT AS DOC. #: 2016- 0¢9 70VO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG IMPERVIOUS AREA NEW /REPLACE 17,671 SQ FT I 2 THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE ALERT PHONE: 800 - 227 -2600) REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION OLIVENHAIN MUNICIPAL ENCINITAS FIRE DEPARTMENT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, TREE REMOVAL. LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY WATER DISTRICT CONSTRUCTION BEGINS. (NOTES CONTINUED ON SHEET 5) k j 2 • Z • I b i.�"_- ,rer` /2f:h{. I/ 3 o lip 1 Z. 20 1 & 3d 6 SI DATE SIGN DATE SI ATE SI N V DATE /81GIq DATE DESIGNED BY: DRAWN BY: CHECKED BY: 1 CHANGE 5Ni �TTpfAI 8� IND'cX.ADU S�1T6• Z I / BUILT FR DK Jc ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS- DESCRIPTION: 2%2° D17 /N D1� INLET OC -17 PLANS PREPARED UNDER SUPERVISION OF RECOMMEN D:.)UAv APPROV GRADING PLAN FOR: VOID SNT Z. Up DAZE AREA ( ) HORIZONTAL: N/A -�e 3453 BUMANN: ROAD LOCATION:NSL:VRV CONTT'HRD50S18416IMSRUN DATE IL ZS / ! NICOLE ZARCADES 12954 -G RECORD FROM: SURIIE)' CONTROL (ROS 18416) JUiiN S. I=F Y DATE MASIH MAHER E�+AI[D W. A,E� II ELEVATION: 427.877 VERTICAL: N/A R.C.E. NO.: 62716 ' DATUM: NAVD88 a JOHN . OFF Y y / 23 / I ( /Z• Z3 • /(a (APN: 264 - 101 -25) R IEWER I ECTOR ENGINEER EXP. 6,13008 DATE -� DATE PLANNING CASE NO: N /A SHEET 1 OF G 19i Z V Z LLJ ,Lu V W LL/ LL IL lei IN 1 A M I-N FND 11.5" RCE 11925 �I. 4@6'0C 0TH WAYS 6" 4" AC BW 326.3 3 2 IF 325.33 2 1 1-(E)GRADE 328 1 MA-AP 11809 5%2" PCC 326.. OVER BASE HALL BE SECTION F -F 324 LOT 55 SECTION B -B N.T.S. N.T.S. MH RCA, ° WIDENING '. MATCH EX `TRAIL' AND PAVLUIE� GLADES TO NON- EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, F,. _ THE SA' FACTION:OF PRIVA PURPOSES AND APPURTE t 6" AC LEGEND BERM CITY PA S AND DESCRIPTION STD DWG S OL OVER, ALONG AND ACROSS LOT 73 (BUMANN ROAD) RECREATION PAVE TRAIL OF CITY OF ENCINITAS TRACT NO. 4574, ACCORDING t PER °¢5'45 "W TO MAP NO. 11809, FILED MAY 18, 1987 O.R. TO - G_5 END 1$H 3 A OVER PROPERTY LINE THE BENEFIT OF PROJECT SITE "'¢/�. 4" C"ASS II BAS (P) WALL (PVT) EASEMENT AND RIGHT OF WAY FOR UNDERGROUND UTILITY CONSTRUCTION, ( DEED PAR 4 ) f TM '. 5 (E) WALL OPERATION, REPAIR IN FAVOR OF CITY EXISTING CONTOUR -- EX =7v SDG &E PER DOCUMENT RECORDED 15' RECREATION k °' PROPOSED CONTOUR (PVT) gp NOVEMBER 9, 1970 AS FILE INTERIOR TRAIL 60 --1 NO. 1970 - 204440 OF O.R. SIDE D R (P) PCC DRIVEWAY (PVT) -14F W (XCEPTIO SETBACK EX W I rL6 ® 2 (P) AC BERM, TYPE 'A' (PVT) G -5 N 1'50 33 E 417.80'.. - _,_ _.. a= v _;._ j- - _ E "WM PER C5 390 +p8 FH, ASPHALT PAVING (PVT) 4" AC OVER 6" CL ll BASE _ _ � �:< 4 �, _t "v ., .+nom +^ ':mss �.w iyi'� °' -_... z .._.... a .-r _ _ - - -_% .o "_r.....���( t I ., ., ',.., .., :. 1 r. � :� i _ = ,..,� c ... .�'�5 C � ^fir �; , EX::, EL . ,,. m _::, _ _i_ M. ° I' \ _...: _,. E. EL L... EX.' ELE EX. ELEC E PC PAVING i -- _ 1p' 0T7 C (PVT) 5.5" THICK, OVER 6" CL II BASE =_.- -` _ - -'- NN HEAVY BROOM FINISH _ - - EOh= -- �TECT IN P CE G . _ r , i _! -u_._ s- , - .... - -g �r, '- ^- -� - : =r -! - PROTECT IN _ ._:_.� -- - - VEGETATED SWALE -� - _�.., -- - - --- PLACE E 3/' E(P - - f 4 E t � •- � � ', '; (E)': WATER MET RS : - _ ... EASEMENT FOR CATTLE CRO (E) GARAGE i E 1ONUMENT 4P SURVEY SSING E SPOT EL N -FAVOR OF PHILLIP'`GR TTENDON -& 1 , , ( ) ', 1 w •.:; 1._ TO REMAIN r s E O ALICE C CRITTENDON PER DOCUMENT rq I G P SPO ATION 1000 20' RECORDED SEPTEMBER 19, 1957 ;. EA FOR OA AND UTILITY FOOTPRINT BK 6755 PG 568 OF O.R. ; , :x'. '; ,i P 3' IDE .. (E) DING FOOTPR i 1 URPOSES I ,FAVOR OF HER , BUMANN (DEED PAR. 3 & TR EXCEPTION ; #2) , : , ; , _ _ PER DOCUMENT: RECORDED AUGUST +13 Il A PILLWAY - t T __......, w 1 ) BUILDING FOOTPRINT (PVT) 1969 AS FILE N0. 147574':OF O R. 2 :1 CUT %' f � - (DEED, PARCEL 2 & TR EXCEPTIONS) $LOP I (P) DRAINAGE SWALE OR DIRECTION OF FLOW (PVT) - -► `1' ? EA MENT AND R1GHT DF M4Y FOR PIPELINE CONSTRL CTIO'. 10 DIS `CE T 1 ESS: AND MAINTENANCE, P D G p (E) D OW - - -► - -i VEGETATE: DIRECTION OF FL „,.,;___ i ;AC : N C U POSES IN 'FAVO . OF',OLIV:IVHAIN SWALE , WATER IyiAl� (E) HOUSE MUNICIPAL ATER DISTRICT PER DOCUMENT RECORDED JANUA Y 3f' S P 12x12 BOX W GRATE PVT BROOKS OR SIM O / O ( ) j ) OUTBUILDINGS f j ; _ ;' , , TO BE i PFR DETAIL 4' , ., , PER 01W , Li TO BE REMOVED I REPURPOSED I 2002 AS`DOC 2002 - 0084538 0 0.R.',, : - - - - - \ TR EXCEPTIO 7 1 r, §' E i y (P) PVC DRAIN LINE (PVC) " ,r# PER ARCHITECT ( #) ;STORM DRAIN „ _ ;: 2: /. FILL SLOPE EASEMENT AND RIGHT OF WAD' FOR ROAD AND PUBLIC UT IT cv ii (p) CC (P) 6 LANDSCAPE DRAIN (PVT) (E) SHED TO I S% ° ( PLANS 1 y CHANNEL BELOW c� 1�, .. _ . I AY PER R� 4 I , i , PURPOSES 1N FAVOR OF GWANTOR S ADJOININ: LANDS HLH : DRIVEWAY SEE N .. ,. BE REMOVED -14F MOD. (P) 5 HHRDSCAPE DRAIN (PVT) 8 _.. 1 (- C 6 BEN, Q0 1WN,T `RECD ED `MARCH 24, 19.70 AS INSTR # `,50892 OD d R: , ' SECTION F -F,. ^ ^ D R(M 32 .8 SWALE,�N TOP SAWCUT I NO SIDEWALK (P) 6" CLEAN OUT (PVT) 32 . 5 bf SLOPE, RRI VMT (TR EXCEPTION # -' THIS SKEET Q t 1 - ► � .. 14.7' 11 DETAIL (E),-AC PVMT , q c %' _ (P) RIP RAP (PVT) D -40 T REMAIN - -ly `1y1. `r= C NC HEADWALL (P) PCC HEADWALL (PVT) D -32 -- 1 i 2 1 ° 12 x12 r., 9 0 N ^, _^ ^PIS °F . , PER SDRSD D -32. '1 N . (P) CMU RETAINING WALL (PVT) SDRSD C -2 - M, CATCH BASIN w i IE= =270.8 8 1RIE2I : =325 =1312 2 :5; .4 I, i AC PAVEMENT 3.9 (P) CMU STEMWALL (PVT) ® CAVEGETATED SWALE = PER- TYP SECT SLOPE PROJECTION CUT/FILL 14. AC ILL WAY.. SHEET 3 OP RIP -RAP PER SDRSD D-40,,--,TYPE 1 1 n. +-- (P) DAYLIGHT LINE \ EN CORRAL (MOD. - NO HEADWALL) cS I y PV <f OMWD 0 1 4 0 2 1 z t 25' 3' MAX HIGH RETAINING WALL PER SDRSD C -2 (TYP.) 4 CONC. BROW DITCH AT TOP I OF CMU WALL _ _•3 C.O. . ~` 6'X10' NO 2 BACKING, T 1 `1' P 1 1 2 WATER SERVICE w R _ ;, .p OVER 6" GRAVEL FILTER BLANK t i PRESSURE DEVICE (PVT) y Rlh% =3 '7.5 0 ,E ~ \ A�PROX. ( P.O.C. _ 1�316.C`: ' SFIM�F? S RVICE k- is : 1 "':: �AC BERM � (E) EGDE OF ROADWAY PAVEMENT (E NAI T( ym CONTRAC '`'Q . VERIFY • . N PER ,`G -5 A ALL , E, REIvfOVED � , ��� � (E) PALM TREE /TREE , `DNS ALL, C BERM. . .� §W4 ON 7OP. Z i FF= :326.7 NI _ OE FILLa, SLOPES ,, PVT ,R S ORE ':_, . i I ., X11 (E) SEWER LATERAL ;t o M. _ F ( �, �.. 6.8 �a_ . ,t '` I PAD =376:0 •.. PER D, L` : C',. `' �:. GRz DINMG, 9D� ` ' IE= ` 325.8; N' D \ i ) s 1 ORA /NAGS NOTES P TING TO " �I ; 'i I RIM - 326.0.. �� B SLOPE 's : 1.99 '. M� r r ( IE- "322.8 ,. -;_) SHED T© 1`', I ? g vl '. 1. ALL MAIN DRAIN LINES SHOWN TO BE 6" PVC @ 19 MINIMUM SLOPE UNLESS OTHERWISE NOTED. 6" P 2 B NLM( VEP :1 LOPE I w �, o � RIM' a '` OPEN CORRAL I wyz 2. ALL CATCH BASIN LEADS TO BE 4" PVC @ 29 MINIMUM SLOPE UNLESS OTHERWISE NOTED. / DS Y 3 3.4E 1 1 w W O 3. HARDSCAPE GRADES TO BE 19 MINIMUM TO DRAINS AND AWAY FROM STRUCTURE. \ , DE x 18' O.C. CURB \ RIM =325.5 y. 1' 4 1 _ 8" x 30 SPLASH PAD TO i.� ?. 4. SOFTSCAPE GRADES TO BE 29 MINIMUM TO DRAINS 19 WHERE FLOW IS CONCENTRATED AND VEG�C4TED SWALE PER TYPICAL - c^v i• -� _ ( ) A 0 OP CORRAL ; 29 MINIMUM AWAY FROM STRUCTURE. EN' CO � ' .� /.� . SECTION, SHEET ,.5 1 1 °° 1 30' SINGLE. FAMILY A I , I �. / n:. FRONT 5. SOIL COVER ABOVE DRAIN LINES SHALL BE 12" MINIMUM UNLESS OTHERWISE NOTED. HOUSE. A / _ 'FA I) YARD t A,N FF.> ?326:7 �� tai\ % 1 's t'. � , 1 , :. ,,C1 ti„ / _ 1✓� r., ' N SETBACK 6. NOTIFY CIVIL ENGINEER IF ANY NON DRAINING SUMP CONDITIONS BECOME APPARENT DURING PADT326.0 (E) SHED TO 6�� ' REST j� �BEREMOVED p� ERM ✓ ' BIORETENTION N co' 1 �° CONSTRUCTION. L_ DS C, ao :.! EFFECTIVE AREA N , 7. ALL ROOF DRAINS TO DRAIN TO LANDSCAPE / WALE ON' TOP N °� OR PLANTER AREAS PRIOR TO BEING COLLECTED IN 3 ?Q 326.0 OF:SLOPE t 183x9.2' =1,684 SF �!' PRIVATE STORM DRAIN SYSTEM. \® N N �; '' C.O. P, TOP: 277.00 N E N i 1 'I to - ER DETAIL, (E) MH. i� 8. ALL OVERHEAD UTILITIES SERVICING THE SUBJECT PROPERTY SHALL BE PLACE UNDERGROUND. DS S r7 RIM -301.5 € PONDING:276.83 ° . 15:O.Q' BOTTOM: 276.00 N . ^ Ia ` TRW= :327.3 FF -' 326.7 It �{ - 4 i A .26;0 ' BR - 6:0 0 3 W 2 E A ROAD OAD EDGE OF t ; 1 I , ( ) $ GARAGE . 10 DISTANCE 2 6' PAVEMENT (TYP.) N N FF= 326.7 ?JZ 5+ TO WATER MAIN SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER OF RECORD o t o' � /// �Q PER OMWD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. ®o JL Q N ° ®�CY ° _ ^ PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE STEMWACL N ao N -I � REILIOVE '(E) Yv I I ` CITY AT THE FOLLOWING STAGES: TR - ?6 : ° °► ', 2: E ' SLOPE z DRIVEWAY AC RIM= 276.83 1. BASIN EXCAVATION A/etT $ W�328,0 i I )KSEE sue_ BRW7 -326: S a ° . b " rn� PVMT RESTORE IE= 274.9 °, 0 0� .F 7.7 ,, 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. `a' \ L GRADING, ADD EASEMENT FOR ROAD AND UTILITY J. PLACEMENT OF GRAVEL LAYER a° / STONE WAS �\ PLANTING TO w PURPOSES IN FAVOR OF HERMAN 4. PLACEMENT OF ENGINEERED SOIL LAYER a sr °. m ARC ITE' , EAN, i ` ' `�� SL ©PE BUMANN PER DOCUMENT RECORDED 1 5. b GRADING N° TYP H ' \ ty t AUGUST 13, 1969: AS FILE NO. 1969 147574 OF O.R. 1Y , STONE; I FINAL BASIN a a ° 1 I I OPEN CORRAL '?`' RIP -'RAP PER S RSD D -40, TYPE 1 6" PVC ^ c^v a 9.2 6 FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED ° .OUTLET ° WALL (MO .,'- NO HEADWALL) . _ 25.1 LF I j 1 „ PONC EFFECTIVE AREA @RAIN . /< FIRE DEPT. PROPOSED @8.59 - f'X10' NO. BACKING, T =1.;1' j WEADWALL PER THROUGH, TURNAROUND I� B i i I FENCE ON !AVER 6" �RAV ',FILTER BLANKET I „ VEGETATION PER CONTROL WALL; TYP a ! SDRSD D -32. EXISTING -GRADE ., �,. . 1 „'� Yn I �; IE =273.0 �2" FREEBOARD ( i ': I LANDSCAPE PLANS IFINLET BMP SPEC /AL INSPECT /ON NOTES so hoHrvuviv LAII )WVo w�ri ao SUIL MLUTA fox t :I �:r L AL PER OMWD RI 382.0 ' li 1 - 281: 4 1 _�.. STE �� . °�..? cal CONTRACTOR TO ...� , .:.. ,!` ntN : a41 ° ° CN t a' N ° a� m N ... ° 1.._9 _ ._ . ° o bf 8E I . , - -V RIFY LOCATION SECTION E -E I L ,� ° coz < 35' � ) _ _ ° .4 -._ B10-RETENTION _ _ _ �" ...� `��.. __ a < cn ti 2Olairj; STRE GONG. BROW B a a „� NOT ALE ET SWQLE� -� P DIT H I _..... . , _.._. _ = O't7.G P 5 E SHE TO 1 � FACILITY �- BE EMOVED i s � 'j :, , `� �', � ; � ° . 0 _ CONC .SPILL WAY,L;. - -- - • _ _ �. , ) 1 PCC S 0'5628" W 16.35' " c0 STA. 27 +27 1 D 20 0 20 40 60 CO TYPE B AC DIKE PER G -5 6 CONIC CURB h i ^ DRIVEWAY PER ND 1 DRIVEWAY AND TURNAROUND 3" CONC 0 d INSTALL 1Y2" WATER N "" "' or x� el TYP (OUTLET ONLY) NEW 16' °p^ PER SDRSD G -1 6 ° G- 14F MOD. 0.75" IP 2 AC SURFACES TO BE CAPABLE 15 ro 1 � + L6 SERVICE W/ RPBFP ASSY. NO SIDEWALK 0062716 PROTECT 1 INTERIOR CONCRETE o `L F N 2q OF SUPPORTING A 75,000 LB. DRIVEWAY °p 0� N PER OMWO STD DWG I SURVEY MO IS �� FIRE APPARATUS TI =5.0 SIDE N `� a NO. B -1.4, C -2.1 PROTECT IN PLACE SCALE: 1 =20 IN E, TYP 1 SECTION GC SETBACK o v SECTION G G ,a v m STA. PER MAIN (E) 3/4" IP SURVEY �'y7 6X`1: 227 OWGr. N.T.S. "' N.T.S. MONUMENTS GRADING & DRAINAGE PLAN F of c I-. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N ®° FR DK JC Voto SHEET / / 1 PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: DESCRIPTION: 2/2 " BRASS DISK IN DfiL1° INET (LTC -17) RECOMMENDE : �Q� APPROVED: LOCATION: N SE FCR7W RMM RD 50S OF AWS RUN HORIZONTAL: 9' Z� ' I $ DATE : ��Z__1?_I LL �(���,¢ %L 3453 BUMANN ROAD 12954-G RECORD OM: SURVEY CONTROL (ROS 18416) VERTICAL: J041N . COF DATE MASH MAHER FaJ Alt j W DEAAE, /j NICOLE ZARCADES R.C.E. NO.: 62716 DATUM: NAVD88 12/2-3/16 REVIEWER I PECTOR C k NGINEER EXP. 6/30/18 DATE DATE PLANNING CASE NO: NIA HEET 2 OF VOID SKEET SEE SHEET ro • Ck ° RIM325;$ L 0, ', 1E- 324. j ry. ro TR14 =328: BRIf=3261 I ` I , r t' � ; '31 t ; p 1RIAIl 3$210 , IET f81 4 v j . IiL 3 ; j ,40Oj 1 f: i` 132 0: z I° 3' MAX HIGH RETAINING WALL PER SDRSD C -2 (TYP.) 4 CONC. BROW DITCH AT TOP I OF CMU WALL _ _•3 C.O. . ~` 6'X10' NO 2 BACKING, T 1 `1' P 1 1 2 WATER SERVICE w R _ ;, .p OVER 6" GRAVEL FILTER BLANK t i PRESSURE DEVICE (PVT) y Rlh% =3 '7.5 0 ,E ~ \ A�PROX. ( P.O.C. _ 1�316.C`: ' SFIM�F? S RVICE k- is : 1 "':: �AC BERM � (E) EGDE OF ROADWAY PAVEMENT (E NAI T( ym CONTRAC '`'Q . VERIFY • . N PER ,`G -5 A ALL , E, REIvfOVED � , ��� � (E) PALM TREE /TREE , `DNS ALL, C BERM. . .� §W4 ON 7OP. Z i FF= :326.7 NI _ OE FILLa, SLOPES ,, PVT ,R S ORE ':_, . i I ., X11 (E) SEWER LATERAL ;t o M. _ F ( �, �.. 6.8 �a_ . ,t '` I PAD =376:0 •.. PER D, L` : C',. `' �:. GRz DINMG, 9D� ` ' IE= ` 325.8; N' D \ i ) s 1 ORA /NAGS NOTES P TING TO " �I ; 'i I RIM - 326.0.. �� B SLOPE 's : 1.99 '. M� r r ( IE- "322.8 ,. -;_) SHED T© 1`', I ? g vl '. 1. ALL MAIN DRAIN LINES SHOWN TO BE 6" PVC @ 19 MINIMUM SLOPE UNLESS OTHERWISE NOTED. 6" P 2 B NLM( VEP :1 LOPE I w �, o � RIM' a '` OPEN CORRAL I wyz 2. ALL CATCH BASIN LEADS TO BE 4" PVC @ 29 MINIMUM SLOPE UNLESS OTHERWISE NOTED. / DS Y 3 3.4E 1 1 w W O 3. HARDSCAPE GRADES TO BE 19 MINIMUM TO DRAINS AND AWAY FROM STRUCTURE. \ , DE x 18' O.C. CURB \ RIM =325.5 y. 1' 4 1 _ 8" x 30 SPLASH PAD TO i.� ?. 4. SOFTSCAPE GRADES TO BE 29 MINIMUM TO DRAINS 19 WHERE FLOW IS CONCENTRATED AND VEG�C4TED SWALE PER TYPICAL - c^v i• -� _ ( ) A 0 OP CORRAL ; 29 MINIMUM AWAY FROM STRUCTURE. EN' CO � ' .� /.� . SECTION, SHEET ,.5 1 1 °° 1 30' SINGLE. FAMILY A I , I �. / n:. FRONT 5. SOIL COVER ABOVE DRAIN LINES SHALL BE 12" MINIMUM UNLESS OTHERWISE NOTED. HOUSE. A / _ 'FA I) YARD t A,N FF.> ?326:7 �� tai\ % 1 's t'. � , 1 , :. ,,C1 ti„ / _ 1✓� r., ' N SETBACK 6. NOTIFY CIVIL ENGINEER IF ANY NON DRAINING SUMP CONDITIONS BECOME APPARENT DURING PADT326.0 (E) SHED TO 6�� ' REST j� �BEREMOVED p� ERM ✓ ' BIORETENTION N co' 1 �° CONSTRUCTION. L_ DS C, ao :.! EFFECTIVE AREA N , 7. ALL ROOF DRAINS TO DRAIN TO LANDSCAPE / WALE ON' TOP N °� OR PLANTER AREAS PRIOR TO BEING COLLECTED IN 3 ?Q 326.0 OF:SLOPE t 183x9.2' =1,684 SF �!' PRIVATE STORM DRAIN SYSTEM. \® N N �; '' C.O. P, TOP: 277.00 N E N i 1 'I to - ER DETAIL, (E) MH. i� 8. ALL OVERHEAD UTILITIES SERVICING THE SUBJECT PROPERTY SHALL BE PLACE UNDERGROUND. DS S r7 RIM -301.5 € PONDING:276.83 ° . 15:O.Q' BOTTOM: 276.00 N . ^ Ia ` TRW= :327.3 FF -' 326.7 It �{ - 4 i A .26;0 ' BR - 6:0 0 3 W 2 E A ROAD OAD EDGE OF t ; 1 I , ( ) $ GARAGE . 10 DISTANCE 2 6' PAVEMENT (TYP.) N N FF= 326.7 ?JZ 5+ TO WATER MAIN SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER OF RECORD o t o' � /// �Q PER OMWD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. ®o JL Q N ° ®�CY ° _ ^ PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE STEMWACL N ao N -I � REILIOVE '(E) Yv I I ` CITY AT THE FOLLOWING STAGES: TR - ?6 : ° °► ', 2: E ' SLOPE z DRIVEWAY AC RIM= 276.83 1. BASIN EXCAVATION A/etT $ W�328,0 i I )KSEE sue_ BRW7 -326: S a ° . b " rn� PVMT RESTORE IE= 274.9 °, 0 0� .F 7.7 ,, 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. `a' \ L GRADING, ADD EASEMENT FOR ROAD AND UTILITY J. PLACEMENT OF GRAVEL LAYER a° / STONE WAS �\ PLANTING TO w PURPOSES IN FAVOR OF HERMAN 4. PLACEMENT OF ENGINEERED SOIL LAYER a sr °. m ARC ITE' , EAN, i ` ' `�� SL ©PE BUMANN PER DOCUMENT RECORDED 1 5. b GRADING N° TYP H ' \ ty t AUGUST 13, 1969: AS FILE NO. 1969 147574 OF O.R. 1Y , STONE; I FINAL BASIN a a ° 1 I I OPEN CORRAL '?`' RIP -'RAP PER S RSD D -40, TYPE 1 6" PVC ^ c^v a 9.2 6 FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED ° .OUTLET ° WALL (MO .,'- NO HEADWALL) . _ 25.1 LF I j 1 „ PONC EFFECTIVE AREA @RAIN . /< FIRE DEPT. PROPOSED @8.59 - f'X10' NO. BACKING, T =1.;1' j WEADWALL PER THROUGH, TURNAROUND I� B i i I FENCE ON !AVER 6" �RAV ',FILTER BLANKET I „ VEGETATION PER CONTROL WALL; TYP a ! SDRSD D -32. EXISTING -GRADE ., �,. . 1 „'� Yn I �; IE =273.0 �2" FREEBOARD ( i ': I LANDSCAPE PLANS IFINLET BMP SPEC /AL INSPECT /ON NOTES so hoHrvuviv LAII )WVo w�ri ao SUIL MLUTA fox t :I �:r L AL PER OMWD RI 382.0 ' li 1 - 281: 4 1 _�.. STE �� . °�..? cal CONTRACTOR TO ...� , .:.. ,!` ntN : a41 ° ° CN t a' N ° a� m N ... ° 1.._9 _ ._ . ° o bf 8E I . , - -V RIFY LOCATION SECTION E -E I L ,� ° coz < 35' � ) _ _ ° .4 -._ B10-RETENTION _ _ _ �" ...� `��.. __ a < cn ti 2Olairj; STRE GONG. BROW B a a „� NOT ALE ET SWQLE� -� P DIT H I _..... . , _.._. _ = O't7.G P 5 E SHE TO 1 � FACILITY �- BE EMOVED i s � 'j :, , `� �', � ; � ° . 0 _ CONC .SPILL WAY,L;. - -- - • _ _ �. , ) 1 PCC S 0'5628" W 16.35' " c0 STA. 27 +27 1 D 20 0 20 40 60 CO TYPE B AC DIKE PER G -5 6 CONIC CURB h i ^ DRIVEWAY PER ND 1 DRIVEWAY AND TURNAROUND 3" CONC 0 d INSTALL 1Y2" WATER N "" "' or x� el TYP (OUTLET ONLY) NEW 16' °p^ PER SDRSD G -1 6 ° G- 14F MOD. 0.75" IP 2 AC SURFACES TO BE CAPABLE 15 ro 1 � + L6 SERVICE W/ RPBFP ASSY. NO SIDEWALK 0062716 PROTECT 1 INTERIOR CONCRETE o `L F N 2q OF SUPPORTING A 75,000 LB. DRIVEWAY °p 0� N PER OMWO STD DWG I SURVEY MO IS �� FIRE APPARATUS TI =5.0 SIDE N `� a NO. B -1.4, C -2.1 PROTECT IN PLACE SCALE: 1 =20 IN E, TYP 1 SECTION GC SETBACK o v SECTION G G ,a v m STA. PER MAIN (E) 3/4" IP SURVEY �'y7 6X`1: 227 OWGr. N.T.S. "' N.T.S. MONUMENTS GRADING & DRAINAGE PLAN F of c I-. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N ®° FR DK JC Voto SHEET / / 1 PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: DESCRIPTION: 2/2 " BRASS DISK IN DfiL1° INET (LTC -17) RECOMMENDE : �Q� APPROVED: LOCATION: N SE FCR7W RMM RD 50S OF AWS RUN HORIZONTAL: 9' Z� ' I $ DATE : ��Z__1?_I LL �(���,¢ %L 3453 BUMANN ROAD 12954-G RECORD OM: SURVEY CONTROL (ROS 18416) VERTICAL: J041N . COF DATE MASH MAHER FaJ Alt j W DEAAE, /j NICOLE ZARCADES R.C.E. NO.: 62716 DATUM: NAVD88 12/2-3/16 REVIEWER I PECTOR C k NGINEER EXP. 6/30/18 DATE DATE PLANNING CASE NO: NIA HEET 2 OF VOID SKEET SEE SHEET ro • Ck J F+a J GRAVEL BAGS STACKED 2 HIGH, TO COMPLETELY SURROUND INLET 1 SECTION DETAIL 'Q' DRAIN INLET GRAVEL BAGS AT INLET [PVT, NO SCALE ALLOW 2' -5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE I FILTER STAKE FABRIC BACKFILL agmil I!qq=04 KEY IN FILTER FABRIC A Diu MINIMUM OF 6' BELOW THE GROUND SURFACE AND 6" ACROSS, THEN BACKFILL WITH DIRT OR GRAVEL FILTER STAKES I L_ FABRIC 1% INSTALLATION L BACK FILL STRENGTHENING -STAKE OFF o.•[mcrmi•rei BACK FILL DETAIL R' SILT FENCE INSTALLATION NO SCALE EXISTING 8" MINT 1 PROFILE PAVED UND SURFACE REMAINING I � DESCRIPTION CHAWGE SASS T TO•TAI APPROVED DATE Z' '` SCALE HORIZONTAL: VERTICAL: 0 0 ° °�o�� PAVED 20 MIN ENGINEERING DIVISION APPROVALS RECOMMENDS : 3G(O APPROVED: MASIH MAHER bWMRO W, DEM E AE,T/ DATE DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING PLAN FOR: 3453 BUMANN ROAD NICOLE %ARCADES (APN: 264- 101 -25) PLANNING CASE NO: N/A 0 oc As� SURFACE REMAINING T _- .._.._.. -. 1 C L04"71 to-y-If PLAN JOHN 5• CO `( DATE PROVIDE APPROPRIATE TRANSITION GRAVEL STONE SHALL BE 1 -3 INCHES BETWEEN STABILIZED CONSTR. ENTRANCE AND PAVED SURFACE DETAIL 'S' STABILIZED CONSTRUCTION ENTRANCE IPVT, BIFFY \Jim DETAIL 'T' SANITARY TOILET [BI, TWO LEVELS OF _ SAND OR GRAVEL 4 BAGS – ONE BELOW VISQUEEN, ONE ABOVE SPILLAGE) CONTAIN �,VISQUEEN SKIRT PROTECTION GRAVEL BAGS ( MAnc DETAIL 'V' GRAVEL BAGS BARRIER NO SCALE GRAVEL BAGS OVERLAP ONTO CURB OR SIDE BERM RUNOFF / GAP BETWEEN BAGS ACTS AS SPILLWAY DETAIL 'W' CURB OR SIDE OF TRAVELWAY FT MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS ON TRAVEL WAYS NO SCALE TURF REINFORCEMENT MATTING, UV RESISTANT VMAX3, C350 BY NORTH AMERICAN GREEN OR EQUAL 3' MIN. GRASS I DEPTH 1;:BASE OSEED F D * FOR WATER CLEANSING CAPABILITIES, FLOW DEPTH SHOULD BE LIMITED TO TWO INCHES FOR 85TH PERCENTILE STORM OF 1 = 0.2 INCH /HR. * SUBGRADE UNDER REINFORCEMENT MATTING SHALL BE PREPARED AND HYDROSEEDED. C -350 OR EQUAL SHALL BE PLACED OVER THE HYDROSEEDED AREA AND PROPERLY ANCHORED PER MANUFACTURER'S SPECIFICATIONS. THE GRASS SWALE SHALL BE IRRIGATED WITH A PROPERLY DESIGNED IRRIGATION SYSTEM. DETAIL X TYPICAL GRASS SWALE: NOT SUBJECT TO VEHICLE TRAFFIC NO SCALE 10 mil WOOD FRAME PLASTIC SECURELY FASTENED AROUND ENTIRE VT PERIMETER TWO– STACKED SECTION 1 W /TWO STAKES 2x10 ROUGH WOOD FRAME _ =S 'IN) 10 mil PLASTIC LINING -6' MIN --- WOOD STAKE (TYP) DETAIL Z' TOP VIEW CONCRETE WASHOUT- ABOVE GROUND NO SCALE DETAIL NOTES 1. CONSTRUCTION BMP DETAIL DRAWINGS ARE FOR REFERENCE. THE CASQA STANDARD DRAWINGS WILL OTHERWISE GOVERN. STORMWATER POLLUTION CONTROL BMP NOTES FOR CONSTRUCTION ACTIVITIES 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 GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES • A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE 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. • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. • 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. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON –SITE. • ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON –SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH 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 FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND 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 DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. • 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 HOTLINE 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 RECYCLING 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 STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE CONSTRUCT /ON BMP NOTES SITE MANAGEMENT REQUIREMENTS: DRY SEASON REQUIREMENTS (APRIL 1 THRU SEPT 30) A. EXPOSED DISTRRBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS WOULD INCLUDE ALL BUILDING PADS, UNFINISHED ROADS AND SLOPES. THE ONLY RELIEF FROM THIS REQUIREMENT FOR SLOPES GREATER THAN 3:1 (HOR TO VERT) IS IF THE SITE HAS PROPERLY – DESIGNED DE– SILTING BASINS AT ALL DISCHARGE POINTS. B. ADEQUATE PERIMETER PROTECTION BMP's MUST BE INSTALLED AND MAINTAINED. C. ADEQUATE SEDIMENT CONTROL BMP's MUST BE INSTALLED AND MAINTAINED. D. ADEQUATE BMP's TO CONTROL OFF –SITE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. E. A MINIMUM OF 1259 OF THE MATERIAL NEEDED TO INSTALL STANDBY BMP's NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION, AND TO PREVENT SEDIMENT DISCHARGES, MUST BE STORED ON SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMP's AS DESCRIBED BELOW ARE NOT CONSIDERED TO BE EXPOSED" FOR PURPOSES OF THIS REQUIREMENT F. THE PROJECT PROPONENT MUST HAVE AN APPROVED "WEATHER TRIGGERED" ACTION PLAN AND HAVE THE ABILITY TO DEPLOY STANDBY BMPs AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT. A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 509' CHANCE OF RAIN. ON REQUEST, THE PROJECT PROPONENT MUST PROVIDE PROOF OF THIS CAPABILITY. G. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMP's MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED FOR ANY PORTION OF THE SITE. THE PROJECT PROPONENT MAY NOT CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED. H THE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE PROJECT PROPONENT CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAINSTORM. RAINY SEASON REQUIREMENTS (OCT 1 THRU MARCH 31� IN ADDITION TO THE REQUIREMENTS LISTED UNDER THE DRY SEASON REQUIREMENTS: 1. PERIMETER PROTECTION AND SEDIMENT CONTROL BMP'S MUST BE UPGRADED IF NECESSARY TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING THE RAINY SEASON. 2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMP'S MUST BE INSTALLED AND ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. IF A SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP SHOWS THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP IN PLACE. J. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMP'S PRIOR TO A PREDICTED RAINSTORM. 4. A DISTURBED AREA THAT IS NOT COMPLETED BUT THAT IS NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 10 OR MORE DAYS. THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. BMP'S MUST ACTUALLY BE DEPLOYED. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND PERMIT HOLDER TO SELECT, INSTALL AND MAINTAIN APPROPRIATE BMP'S. s No. C062716 a O I V 1 \- BMP NOTES AND DETAILS F of ca,��F DESCRIPTION CHAWGE SASS T TO•TAI APPROVED DATE Z' BENCHMARK DESCRIPTION: 2 % "B7ASS DEW IN DROD IMTT (SAC -17,) LOCATION: NSDEFOR/WRWQIR950S CIF AWSRUN RECORD FROM: SURREY CONTROL (ROS 18416) ELEVATION: 427.877 DATUM: NAVD88 SCALE HORIZONTAL: VERTICAL: AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS RECOMMENDS : 3G(O APPROVED: MASIH MAHER bWMRO W, DEM E AE,T/ DATE DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING PLAN FOR: 3453 BUMANN ROAD NICOLE %ARCADES (APN: 264- 101 -25) PLANNING CASE NO: N/A DRAWING NO. 12954 -G FR DK JC PLANS PREPARED UNDER SUPERVISION OF DATE 118114 R.C.E. NO.: 62716 JOHN CO FEY o EXP. 6 30 18 rGE C L04"71 to-y-If JOHN 5• CO `( DATE a RE EWER I IkJAPECTOR 1 SHEET 4 OF! 64 EARTH SCALE AT TOP OF WALL W/ 19 MIN SLOPE TO DRAIN OR END WALL WATERPROOFING (VULKEN MEMBRANE OR MIRADRI 861 MEMBRANE) - TO TOP OF WALL PROTECTION BOARD MIRADRAIN 6000 (OR SIM) (TO BE LAPPED OVER DRAIN) v PERFORATED PVC SCHEDULE 40, 4" PIPE WITH 0.59 MIN. SLOPE, WITH 1.5 FT 'RAVEL 1 " DIA. MAX, WRAPPED W /FILTER CLOTH MIRAFI 140N OR SIMILAR. SEALANT -� d Qa NOTE: THIS IS NOT A STRUCTURAL DETAIL. IT IS FOR INSTALLATION OF WATERPROOFING AND FOOTING DRAIN ONLY. RETAINING WALL AND FOOTING DESIGN ARE NOT A PART OF THIS DETAIL. DETAIL A' -TYPICAL RETAINING WALL WATERPROOFING AND DRAIN NO SCALE 2 i� 6 � ' 1 E +_\�, CMU WALL WHERE APPLICABLE LL 1. SEE S.D.R.S.D. D -75, TYPE A' FOR ADDITIONAL NOTES 2. MIN FLOW SLOPE IS 0.59 DETAIL 'B' - BROW DITCH AT TOIL OF CMU WALL _Nu_srAEE- 3.0'-5.0' - PAD ELEVATION TON PLANS MIN SLOPE ROUNDING - �-SEE CHART BELOW L --I T ir'Il l .Iii _ ITI- 1iI,�I 2 Q 1 SLOPE ROUNDING TOTAL HEIGHT OF SLOPE- H FEET L FEET 0' - 5' - 5' - 20' 2.5' 20' - 40' 5' OVER 40' 10' DETAIL V- TYPICAL BERM /SWALE AT TOP OF ALL FILL SLOPES NO SCALE rs .5T (min) 40' WIDE 0&4Wr2 EASEM" VARIES (E) GRADE 2.4 - 8' 4' _ MIN. S�09 E �� GRASS Fl I SWAI F FI FV =971 1 2i HYDROSEED BASE EASEMENT 24' MIN.- GUTTER (� DEPRESSION DETAIL I AC DIKE PER SDRSD G -5, TYPE A. CURB CUTS VAR /ES - W/ 18" WIDE x 18.5' 0. C. PER SO BMP DESIGN 10' motif. MANUAL GS -2.6a, TYP. SEE DETAIL ABOVE. VARIES I (VARIES) 4" AC EDGE (E) PAVEMENT AC PVMT (E) AC PVMT UNDISTURBED r(E) GRADE N MIN. COMPACTED � { �- 3'GRIND (E) FOR 18 ENGINEERED 6" CLASS II BASE SMOOTH TRANSITION SOIL MEDIA COMPACTED NATIVE OVERLAY 12" THICK \ ( THICK ROCK SPLASH PAD PER COUNTY SD 3/4" CRUSHED ROCK GREEN STREET (DRAFT) DESIGN STANDARD GS -2.6b _IMPERMEABLE * DIRECTION VARIES - SEE PLAN MIN. 3" DEPTH LINER (E) 8" PVC WATER MAIN � AT sTf}.25 +80 T.O.P. ELEV =265 PER DWG MAIN EXT. 227 TYPICAL SECTION A9 A - BUMANN ROAD (PRIVATE) r. , ,.,r,. VALE NOTE: 19 MIN. FLOW SLOPE DETAIL 'G' VEGETATED SWALE NO SCALE 189 (E) GRADE ALONG TRAIL TYPE B AC DIKE PER u3-3 20' 72:%' I- 3" PROPOSED 3" _f CLASS 11 BASE 1 =1 (P) ROADWAY PER TYPICAL SECTION A -A DETAIL 'H' REC TRAIL END NO SCALE ) AC ROAD WIDENING (E)EOP AC ASPHALTIC CONCRETE I I HIGH POINT BRW GRADE AT BOTTOM OF RETAINING WALL ( N0. 4 BARS NOTES: B CENTER LINE PCC PORTLAND CEMENT CONCRETE B CONCRETE P.O.C. POINT OF CONNECTION C.O. CLEANOUT PT POINT OF TANGENCY CMU CONCRETE MASONRY UNIT PVMT SLOT (E) 1. PLANS SHALL SPECIFY: SAN DIEGO REGIONAL STD DRAWINGS ELEV ELEVATION STA STATION FL; FL FLOW LINE STD STANDARD FF FINISH FLOOR A) ROCK CLASS AND THICKNESS (T) SEWER MANHOLE IE INVERT ELEVATION TRW GRADE AT TOP OF RETAINING WALL 1ST (min) a. TYP B) FILTER MATERIAL, NUMBER OF LAYERS AND WM WATER METER HORIZONTAL:._ VERTICAL: o 5 FF = l� .1 THICKNESS RECOMMEND `D: QD APPROVED: J dL A% MASIH MAHER E.o4R1�.1J CEAA�, a 23iI 6 12.23 • /ie DATE DATE GRADING PLAN FOR: 3453 BU MANN ROAD NICOLE -ARCADES (APN: 264- 101 -25) PLANNING CASE NO: N/A A 1 2( To �IORETENTION. 5 UPDATE SECT /ON• n 2. RIP -RAP SHALL BE EITHER QUARRY STONE OR 6.. - SILL, CLASS BROKEN CONCRETE OF SHOWN ON THE PLANS.) SECTIONAA 420 -CLASS COBBLES NOT ACCEPTABLE. CONCRETE R (EWER SPECTOR C NGINEER SHEE 10 J. RIP RAP SHALL BE PLACED OVER A FILTER BLANKET WHICH MAT BE EITHER GRANULAR MATERIAL OR PLASTIC FILTER CLOTH. 5' A 4. SEE STANDARD SPECIAL PROVISIONS FOR SELECTION OF RIP RAP AND FILTER BLANKET. - - -_ -- - - - - -�yJ 5. RIP RAP ENERGY DISSIPATORS SHALL BE DESIGNATED AS EITHER TYPE 1 OR TYPE 2. A 5 I SECTION 8 -8 3 (min) TYPE 1 SHALL BE WITH CONCRETE SILL; TYPE 2 SHALL BE WITHOUT SILL. DETAIL 'D' - RIP RAP ENERGY DISSIPATOR (D -40) 40' WIDE 0&4Wr2 EASEM" VARIES (E) GRADE 2.4 - 8' 4' _ MIN. S�09 E �� GRASS Fl I SWAI F FI FV =971 1 2i HYDROSEED BASE EASEMENT 24' MIN.- GUTTER (� DEPRESSION DETAIL I AC DIKE PER SDRSD G -5, TYPE A. CURB CUTS VAR /ES - W/ 18" WIDE x 18.5' 0. C. PER SO BMP DESIGN 10' motif. MANUAL GS -2.6a, TYP. SEE DETAIL ABOVE. VARIES I (VARIES) 4" AC EDGE (E) PAVEMENT AC PVMT (E) AC PVMT UNDISTURBED r(E) GRADE N MIN. COMPACTED � { �- 3'GRIND (E) FOR 18 ENGINEERED 6" CLASS II BASE SMOOTH TRANSITION SOIL MEDIA COMPACTED NATIVE OVERLAY 12" THICK \ ( THICK ROCK SPLASH PAD PER COUNTY SD 3/4" CRUSHED ROCK GREEN STREET (DRAFT) DESIGN STANDARD GS -2.6b _IMPERMEABLE * DIRECTION VARIES - SEE PLAN MIN. 3" DEPTH LINER (E) 8" PVC WATER MAIN � AT sTf}.25 +80 T.O.P. ELEV =265 PER DWG MAIN EXT. 227 TYPICAL SECTION A9 A - BUMANN ROAD (PRIVATE) r. , ,.,r,. VALE NOTE: 19 MIN. FLOW SLOPE DETAIL 'G' VEGETATED SWALE NO SCALE 189 (E) GRADE ALONG TRAIL TYPE B AC DIKE PER u3-3 20' 72:%' I- 3" PROPOSED 3" _f CLASS 11 BASE 1 =1 (P) ROADWAY PER TYPICAL SECTION A -A DETAIL 'H' REC TRAIL END NO SCALE ) AC ROAD WIDENING (E)EOP AC ASPHALTIC CONCRETE HP HIGH POINT BRW GRADE AT BOTTOM OF RETAINING WALL (p) PROPOSED CENTER LINE PCC PORTLAND CEMENT CONCRETE C, CONC CONCRETE P.O.C. POINT OF CONNECTION C.O. CLEANOUT PT POINT OF TANGENCY CMU CONCRETE MASONRY UNIT PVMT PAVEMENT (E) EXISTING SDRSD SAN DIEGO REGIONAL STD DRAWINGS ELEV ELEVATION STA STATION FL; FL FLOW LINE STD STANDARD FF FINISH FLOOR SMH SEWER MANHOLE IE INVERT ELEVATION TRW GRADE AT TOP OF RETAINING WALL IP IRON PIPE TYP TYPICAL WM WATER METER *AFTER 6<CA/4Ti0A,,` OF THE f31oP1r"rwno/v SASW 1({46 .SOIL,S &dWAASER S44ALL FOtFIORM A ftitcoLATIoAJ TF,rr AT "1FIE. lw6r -T' OF 6A.p v. IF -rAe /NRI- TM-no.*J RATC is LASS TRAW 110/,P. A C&v5Tl4-;c --IoV GWMvGE soft .. J36 REAcnRCr> To SRIMG 'rHB fP. JEc.T To HYDRoMq„1�lcA oiv Co"QI.IANI,f; . �REFETZENC6 SHEET 6) EASEMENTS wr: sHEET 6) IO NON-EXCLUSIVE EASEMENT FOR /A/4RE-Ss, EGRESS, PRIVATE ROAD PURPOSES AND APPURTENANCES, OYER ALOAI6,, AND ACKOss LOT 73 (,8UMANAJ RDAD� OF C/Ty OF ENC/NITAS --RACY NU• 4574 ACCOROINC7 To MqP No. 11809, FILED MANY 18,1987 0. R. (DEED PAR 4I -f OF PROJECT •SITE, EASEMENT FOR CATTLE CRO55lNC•I IN FAVOR OF PNILLIP CR/TTENDON & ALICE C. CR/TTEXP0N PER DOCUMENT RECORDED SEPTEMBER 19, I9S7 IN SK 6755 PC, 5-68 OF 0. R. (DEED PARCEL 3 AND T.R. EXCEPTION NO. Z) n EASEMENT FOR ROAD AND UT /LITY Pb9P0SE5 IN FAVOR OF HERMAN SuMANN PER DOCUMENT RECORDED AtlausT t3,1969 RS FILE NO. 14757¢ of O.R• (PEEP PARCEL 2 AND T. R. EYCEPTOON N0.3) O4 EASEMENT AND RIGHT OF WAY FOR PIPELINE CONSTRUCTION, ACCESS, ANP MAINTENANCE PURPOSES /N FAVOR OF O[11IEN14A /N MvIVIC/PAL WATER D/5T)EIC> PEK DOCUMENT RECORDEP .rAAIIIAR Y 31, ZOO Z AS Doc . ND. ZOOZ-0084538 of O.R. (T•R. EXCEPTIDAI ND. 7 EASFMEAIT AAlp lef4e.4T OF WAY FOR ROAD ANP PvsL /C uriLl7'Y PORP0SE5 IN FAVOR OF GRAN-rOR 'S AP AO /N /NEI LANDS PER DOCUMENT RE'CORPFP MARCH Z4, 1979 AS /NSTR NO. 5-089Z OF O.R. (re E-xc6P'riOK No. 4) OEASEMENT ANP RN HT OF WAY FOR VNPEKGROUNP OT /L(TY CONSTRUCTION 0PERAriOAl, REPA►R IN FAVOR OF SOG & E ' PER DOCUMENT RECORDED NOVEM8ER 9, 1970 AS FILE NO. 1970- ZO4446 Or3lt. 1t (T R. EXCEPTION NO. S) OLIVENHAIN MUNICIPAL WATER DISTRICT POTABLE WATER SYSTEM NOTES (NOTES CONTINUED FROM SHEET 1) 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 40 MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LC ^ATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AF DER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPU.CE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. go No. C06271Id F DETAILS, NOTES, AND ABBREVIATIONS OF CA�`CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESI FRED BY: DRAVKN BY: CHE BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRA JCD 2 / 1 " -DESCRIPTION: 2/2 3R>SD13KIN�c °1AUT EC -17 ( ) LOCATION: N SEE FOMM RNCH RD 50S 6F AIAV'S RUN RECORD FROM: SURVEY CONTROL ROS 18416 ) ELEVATION: 427.877 DATUM: NAVD88 HORIZONTAL:._ VERTICAL: l� .1 PLANS PREPARED UNDER SUPERVISION OF DATE : 11 i8 IL R.C.E. NO.� 62716 OF EY JOHN EXP 6 30 18 RECOMMEND `D: QD APPROVED: J dL A% MASIH MAHER E.o4R1�.1J CEAA�, a 23iI 6 12.23 • /ie DATE DATE GRADING PLAN FOR: 3453 BU MANN ROAD NICOLE -ARCADES (APN: 264- 101 -25) PLANNING CASE NO: N/A A 1 2( To �IORETENTION. UPDATE SECT /ON• JOHN . COFEE DATE R (EWER SPECTOR C NGINEER SHEE go ORIFICE PLATE: MIN SQUARE DIMENSIONS 1.0 FT GREATER THAN INFLOW PIPE PIPE DIA. x 3/8" THK. HOT DIP r3. (TYP) GALVANIZED PLATE AFTER HOLES L HAVE BEEN DRILLED a 1/2" ; TYPE B AC DIKE PER G -5, TYP { NOTED 6 -'{ " I PLAN I �6" EA SEMEN_ T KEY O SEE SHEET 5 FOR DESCRIPTION OF EASEMENT NOTE FMAX . 1 " DIA. ORIFICE 1 Y 2- 1. ORIFICE &FLANGE - 6" CONNECTION TO CONCRETE ° 326 -� l I SHAL44 BE FILLED WITH U4 30 DUROMETER NEOPRENE RING 318" DIA. 2" AG 5 HOLE (TYP.) f� 3" CONC CITY DETAIL - ORIFICE CONTROL PLATE 15 RECREATION SECTION B -B SECTION D D INTERIOR TRAIL N.T.S N.T.S. N.T.S. TW : 94 SIDE BW 293 SETBACK t - - N 1'5033 E 417 - - o .. - -._.. _ _ , _ _ _ _ - - _ 'T �. C�'., ELEC I..� FL` -EX. FND f - 1\ w f -I- �..._ 1.5 1P i BOY- RCE RCE 1925 a`k TO T, EIS I E) GARAGE � I REMAIN c; _ p ,i 2 n I V�it S,lii�1_' If �'� I 20, 2 .. `\ t � �: � 'Ili - i tr � r � • I t t ;; • i APPRo LOCgTh (t -- � PLTR �re+ z ABUTO(Z'ATf 1 I j g`• } ` TACK `} +� $ l •'t ` ROOM P. C E HOUSE I, , t ° , t (E OUTBUILDINGS 1 TO BE S ED TO TO BE REMOVED d ! ; ' !, !. REPURPOSED - ., E AR 1 C BBi R OVED } 2 i `, s 1° , � i t � �a P R PLANS : T .� ; RESTORE 6 GERM - I R(M,325.8 C SWALE! TOP : IE; 32 , SLOPE' R D &ZL -- ff r �. E PER � _ , ' • 4 BE RE'TNDVEP �� � 4C P' I � r! �Ys a All i jRIM -314.5 j 1 € � �y. i1f =312. '; �t',b.G�/ ' ,:f ;1 x, I .- -- - ---�h F ` ;. r{ ' RIP -RAP PER SDRSD - / 40, \ r A,PPR P.O.i (E) i TYPE 1 MOD. NO HEADW Nil a , 0�` Xr1 't w a _ _ 1 c - - _ ; r 9'X 10' N0. 2 BACKING, - 4 ;E) LANAI TO C TR CTOR TO CATCH BA IN`, y _ D . RIM 3 iT.5 , T =1.1 ' `; ,s,, E REMOVED, E! F1? 0 ;. 1 V 1 •`RIM ' 2 :5 ' � ;,. � 't , ,, IE =315.5, OVER 6" GRAVEL FILTER`'k YE 32 .5 'J . ' � i, A ltArVA J ;R ,,. ; 15.1 8 P,VC,�4D9 ., O +\ , �.. ;s' I BLANKET t o� a6 M h N TRW =328.0 BRW =326.0 25" REAR YARD 1,! ; � .'`1EV i y� TRW =328.0 IY - ` BRW -326.4 I it STL'MWALL _ ' , TRW�328 0 RI `327` ', 5 S d ° IE 26 >5\ BRI�a 326.° 1 ° 3' MAX a A HIGH EXPOSED � i ° � � RETAINING WALL ; PER SDRSD N° I: I I' ! WALNE; / �! 326 OUTLET ° f RETAINING WALL WATERPROFING AND SUBDRAIN PROTECT (E SURVEY MONUMENT IN PLACE, rY CHANGE NO. t° DRAIN 10111 a WA�TYP / ° ; URNAROUND Ik 1� fG a° °IIV I if I• 'I TONE a PAD WALL `- E HED TO } 3 t DE JEMOVED TYPE B AC DIKE PER G-2" AC 0.75 1P 143.2' -�{ 1.29 SWALE SECTION C-C I EL N.T.S. DESCRIPTION APPROVED DATE BERM, 'TOP- N OPES:1��?jti '� \ \ .A�\ REMOVE (E) AC ` - , PVMT RESTORE C GRIDINMG, AD ` 5 �,f PLANTING TO � k .I P' Cp759, E) STIED RIM _ BE REMOVED t{ " I 4 M 323.4 100'�fi "I?V' u i } r 7 3 p t t 7 b \ RIM 32 5; 1 , I l it IE =323' . P SHED v RI STORE„ BERM SALE _O TOP OF , •;I LOPE,�PE DETAIL 1 � ! t t',0 , ���' �� C.O. Try } - M ' i M REIM29955 i 4 a ►' F 1 4 SLOP E--..==== CUT SLOP X TYPE 'G- 1 CB RIM= 276.83 - 4580 -G) IE= 21-3,5 8" PVC - 23. ,4 LF ®12.99 18" WIDE x 18' O.C. CURB CUT 18" x 30" SPLASH PAD Toi_ VEGETATED SWALE PER TYPICAL; SECTION, SHEET 51 REMOVE & REPLACE EX FENCE ARENA (TO REMAIN) BIORETENTION EFFECTIVE AREA 1,690 SF TOP: 27700 �- PONDING: 276.83, 266 -._ ARV AC: PV l.. 6" AC � BERM c PER G s 1 T IN IP TRAIL AND GRADES TO ACTION OF 5 AND N. PAVE TRAIL 3" AC OVER �v 10' DISTANCE TO WATER MAIN PER OMWD C NC HEADWALL 'P R SDRSD D -32. `1 270.8 VEGETATED 5., WALE \ K DETAIL 30' FRONT YARD SETBACK 10' DISTANCE LEGEND DESCRIPTION STD DING SYMBOL PROPERTY LINE X22 N45 4545"W (P) WALL (PVT) 15, � (E) WALL 00, _ 1 , f - - - -- - go PROPOSED CONTOUR (PVT) o 90 (P) PCC DRIVEWAY (PVT) 'AC 209 MAX (P) AC BERM, TYPE 'A' (PVT) SDRSD G -5 PER - ASPHALT PAVING (PVT) 4" AC OVER 6" CL II BASE 10.8' PCC PAVING (PVT) 5.5" THICK, OVER 6" CL II BASE HEAVY BROOM FINISH VEGETATED SWALE (PVT) o� (E) SPOT ELEVATION � I -' (P) SPOT ELEVATION Ij (E) BUILDING FOOTPRINT (P) BUILDING FOOTPRINT (PVT) (P) DRAINAGE SWALE OR DIRECTION OF FLOW (PVT) - - � (E) DIRECTION OF FLOW - dpf (P) CATCH BASIN - SIZE NOTED t W (P) PVC DRAIN LINE (PVC) - - - - - 0 (P) 5" HARDSCAPE DRAIN (PVT) .1 8 (P) 6" CLEAN OUT (PVT) O (P) RIP RAP (PVT) SDRSD D -40 (P) PCC HEADWALL (''VT) SDRSD D -32 - -� f . , 4 i. SLOPE PROJECTION - CUT /FILL I (E) s 1 T IN IP TRAIL AND GRADES TO ACTION OF 5 AND N. PAVE TRAIL 3" AC OVER �v 10' DISTANCE TO WATER MAIN PER OMWD C NC HEADWALL 'P R SDRSD D -32. `1 270.8 VEGETATED 5., WALE \ K DETAIL 30' FRONT YARD SETBACK 10' DISTANCE LEGEND DESCRIPTION STD DING SYMBOL PROPERTY LINE S 0'5628 IN N45 4545"W (P) WALL (PVT) 15, CONCRETE (E) WALL 00, _ EXISTING CONTOUR - - - - - -- - go PROPOSED CONTOUR (PVT) o 90 (P) PCC DRIVEWAY (PVT) SDRSD G -14F 209 MAX (P) AC BERM, TYPE 'A' (PVT) SDRSD G -5 FIRE APPARATUS TI =5.0 ASPHALT PAVING (PVT) 4" AC OVER 6" CL II BASE PCC PAVING (PVT) 5.5" THICK, OVER 6" CL II BASE HEAVY BROOM FINISH VEGETATED SWALE (PVT) o� (E) SPOT ELEVATION -' (P) SPOT ELEVATION 1 (E) BUILDING FOOTPRINT (P) BUILDING FOOTPRINT (PVT) (P) DRAINAGE SWALE OR DIRECTION OF FLOW (PVT) - - � (E) DIRECTION OF FLOW - -� - -� (P) CATCH BASIN - SIZE NOTED BROOKS (OR EQ), SDRSD D -08 Ell (P) PVC DRAIN LINE (PVC) - - - - - (P) 6" LANDSCAPE DRAIN (PVT) 0 (P) 5" HARDSCAPE DRAIN (PVT) 8 (P) 6" CLEAN OUT (PVT) O (P) RIP RAP (PVT) SDRSD D -40 (P) PCC HEADWALL (''VT) SDRSD D -32 - -� (P) CMU RETAINING WALL (PVT) SDRSD C-02, C 03 (P) CMU STEMWALL (PVT) g- - - - - -- SLOPE PROJECTION - CUT /FILL (P) DAYLIGHT LINE --- - -� -i- (P) 1 112" WATER SERVICE w /REDUCED OMWD B -1.4, C -2.1 �y P PRESSURE DEVICE (PVT) (E) EGDE OF ROADWAY PAVEMENT - - ---- (E) PALM TREE /TREE y l (E) SEWER LATERAL - -; DIVAINY- GE NOTES 1. ALL MAIN DRAIN LINES SHOWN TO BE 6" PVC ® 19 MINIMUM SLOPE UNLESS OTHERWISE NOTED. 2. ALL CATCH BASIN LEADS TO BE 4" PVC B 29 MINIMUM SLOPE UNLESS OTHERWISE NOTED. J. HARDSCAPE GRADES TO BE 19 MINIMUM TO DRAINS AND AWAY FROM STRUCTURE. 4. SOFTSCAPE GRADES TO BE 29 MINIMUM r0 DRAINS (19 WHERE FLOW IS CONCENTRATED) AND 29 MINIMUM AWAY., FROM STRUCTURE. 5. SOIL COVER ABOVE DRAIN LINES SHALL BE 12" MINIMUM UNLESS OTHERWISE NOTED. 6. NOTIFY CIVIL ENGINEER IF ANY NON - DRAINING SUMP CONDITIONS BECOME APPARENT DURING CONSTRUCTION. 7 ALL ROOF DRAINS TO DRAIN TO LANDSCAPE OR PLANTER AREAS PRIOR TO BEING COLLECTED IN PRIVATE STORM DRAIN SYSTEM. 8. ALL OVERHEAD UTILITIES SERVICING THE SUBJECT PROPERTY SHALL BE PLACE UNDERGROUND. MP SPECIAL INSPECTION NOTES PON c ' - � BOTTOM: 276.00 ` d • < {i - , ` I } ? O TO WATER MAIN ' s € ! N N E' \ TR PER OMWD SPECIAL INSPECT70N OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER OF RECORD OR 1 €' v SLOPE PROTE CiT OAL u ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PER SDR517 S1' -05 A ETENTION BASIN CONSTRUCTION SHALL TAKEN AND PROVIDED TO THE CITY i j k i PROGRESS PICTURES OF BIOR BE 1 N I a < T THE FOLLOWING STAGES: �F . 1. BASIN EXCAVATION - N :2 �� ., 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE HMP ORIFICE, ETC. I I F I i I. a I i I � a0 t f, I r 3. PLACEMENT OF GRAVEL LAYER p , (E) AC ROAD 4. PLACEMENT OF ENGINEERED SOIL LAYER 8„ PVC 25.1 LF @8.59 k i I 1` € � 5. FINAL BASIN GRADING i EDGE OF PE i o , �I 1 \ r r� TYPE `G -1 CB �`? PAVEMENT 6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED DRIV WAY A ��! RIM= 2:76.83 IE= ; : ( ) 2 1 FRAME & GRATE PER VEGETATED ,'•�� � � �, � INFLOW CHANNEL R TYP. E PER E SECTIONS D -D & G -G SDRSD D -13 & D -15 t '+ PVM RESTD E 274.9 SWALE AD� Sr PLAN' ING , TO ° \ c` i'y [ 1s, x \ \� \ / \ / \ \ / \ / \ U 2t,l' OPEN IL SLOP k I ( \ \\ \i Z 1 ., ,X..:� .z- i 1 { /� \\ '- ,, _ ` 8 " PVC -.. CORRAL PIPE i \o 4 i 1 ONC x i .,....... a......oa ......ao. ........o .......ao.......,.. ..a OUTLET PROPOSED �\ \ (� ElJ �6 PVC 'sEADWALL PER \��\\ CE ON Z k � • I... I SDRSD \\ ISTING-- GRADE ,: t 12.5% , ` D- 32. \� \ \i r - IE =273.0 _ a` . i _ x PROTECTI PN PER S P 05 HEADWALL 12 X12 G> 129; W .@ ^ ' - 24 WIDENED \i\ v. \ \\ i /�\ OVERFLOW CONTROL INLET W TCH BASIN ,• i ^ \� \\ . \ \� 3 NOTE. CONNECT TO ONE V"^ ASPHALT \ CONTROL TYPE G -1 CATCH BASIN PER Z <` a , OVERFLOW IM -299.5 r % I INLET ONLY '; 100', PVC ua 1 i 1,;. :' SDRSD D -08 - _ ACCESS ROAD - 297.5 °®-.; 5� <c PIPE Cs� o I i , 1. VEGETATION PER LANDSCAPE PLAN 6. ORIFICE CONTROL PLATE PER DETAIL THIS SHEET . „ y ry \, �\ l i f T L , € t . , , _ " +� E'} 2. GROUND COVER: 3" OF FINELY SHREDDED HARDWOOD 7. 6" FILTER COURSE 3 CLEAN SAND OVER 3" Z B .r 12 x 12 CATC7 h ( N0. 8 Jj MULCH - W OR APPROPRIATE SOD STONE) TO BE J. 6" PERFORATED UNDERDRAIN -LEVEL - I E ABAIN(lONED PER 4. 18" SOIL MEDIA -LOAMY SAND W/ W _ * * SOIL MEDIA CONSISTS OF 859 WASHED COURSE SAND, 109 L QM (COIvRACTOR MINIMUM 5" HR PERCOLATION / FINES RANGE: 8 -129. 89 = 2 IN HR INFILTRATION RATE Nr� �, t€ I1; "VERIFY OCATION „ 3 - A ( / 0 +0 - =co =- + 0 1 ) 5. 12 /q CLEAN CRUSHED STONE BASE ABOVE UNDERDPAIN 129 = 1 IN HR INFILTRATION RATE AND 59 ORGAN" �_ ;�: o� _.4 i tv 7 t3s35 , 1 INVERT 2.8„ Ir / ), C u - UNDERNEATH UNDERDRAIN INVERT U a ° 0 � . � MATT - _ a` d _ a FGRADDITIONAL STANDARDS SEE SAN a ° ° cr:� r DIEGO LOW IMPACT fT "MIN RATION W /PART /AL RETENTION DEVELOPMENT DESIGN MANNA SECTION 1.2.4.2 - I B /OF /LT SOIL MEDIA MUST MAINTAIN AL MINIMUM INFILTRATION RATE OF '\ 13.4$ 5y W AC SAW -CUT NOT TO SCALE ` WIDE $° � � 5 IN /HR [w BENCHMARK DESCRIPTION: 2 % " BASS D1SK IN a70P lA rT LOCATION: N SDE FO MM RMCY-I RD 50S OF AL RECORD FROM: SURVEY CONTROL EROS 1841E ELEVATION: 427.877 DATUM: NAVD88 ro I .. TRRP) 16 PCC FESSLpv VIPf SLEEVE low 11.4 x DRIVEWAY PER OF Q 2Q L.F- END G_ 14F MOD. + ro 2v 0 20 40 60 N N RIP -RAP PER SDRSD D -40, 1 `° 0 75" ( NO SIDEWALK ' F� TYPE 1 MOD. - NO HEADWALL INSTALL 1/2" WATER ( ) No. C062716 m 6'X 10' NO: 2 BACKING,. T =1.1 ' SERVICE W/ RPBFP ASSY. j PR TECT IN PLACE ��- , „ OVER 6" GRAVEL FILTER PER OMWD STD DWG I (E) / IP SURVEY SCALE: i -2® BLANKET N0. B -1.4, C -2.1 I MOMENT GRADING & �RAINAG� PLAN fT9rF CIV1� OF CAFE DESIGNED BY: DRAWN BY`. CHECKED BY AS -BUILT APPROVALS FR DK JC ENGINEERING DIVISION APPROVALS CITY OF ENCINITA: - PUBLIC WORKS DEPARTMENT DRAWING NO. INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: '2 18 PUBLIC WORKS NA R.C.E. NO.: 62# 16 ylJ� Ion' 3453 BUMF \IN ROAD J S. COFF DATE PLANNING JESSE OWENS /," )5- r0?%AWt. L. �' A6bLsK, NICOLE ZARCADES 12954 -G yy� II• REVIEWER JOHN S. C FEY � //8 (APN: 264- 101 -25) CITY EN EER DATA INSPECTOR (o [ EXP. 6/30/18_ DATE DATE / PLANNING CASE NO: N/A SHEET 6 OF 6 NEW SHEET NEW 16' S 0'5628 IN 16.35 DRIVEWAY AND TURNAROUND 15, CONCRETE 00, SRACES TO BE CAPABLE DRIVEWAY o ro OF SUPPORTING A 75,000 LB. INTERI R 209 MAX roN FIRE APPARATUS TI =5.0 GRADE SLOPE N SETBACK o� BENCHMARK DESCRIPTION: 2 % " BASS D1SK IN a70P lA rT LOCATION: N SDE FO MM RMCY-I RD 50S OF AL RECORD FROM: SURVEY CONTROL EROS 1841E ELEVATION: 427.877 DATUM: NAVD88 ro I .. TRRP) 16 PCC FESSLpv VIPf SLEEVE low 11.4 x DRIVEWAY PER OF Q 2Q L.F- END G_ 14F MOD. + ro 2v 0 20 40 60 N N RIP -RAP PER SDRSD D -40, 1 `° 0 75" ( NO SIDEWALK ' F� TYPE 1 MOD. - NO HEADWALL INSTALL 1/2" WATER ( ) No. C062716 m 6'X 10' NO: 2 BACKING,. T =1.1 ' SERVICE W/ RPBFP ASSY. j PR TECT IN PLACE ��- , „ OVER 6" GRAVEL FILTER PER OMWD STD DWG I (E) / IP SURVEY SCALE: i -2® BLANKET N0. B -1.4, C -2.1 I MOMENT GRADING & �RAINAG� PLAN fT9rF CIV1� OF CAFE DESIGNED BY: DRAWN BY`. CHECKED BY AS -BUILT APPROVALS FR DK JC ENGINEERING DIVISION APPROVALS CITY OF ENCINITA: - PUBLIC WORKS DEPARTMENT DRAWING NO. INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: '2 18 PUBLIC WORKS NA R.C.E. NO.: 62# 16 ylJ� Ion' 3453 BUMF \IN ROAD J S. COFF DATE PLANNING JESSE OWENS /," )5- r0?%AWt. L. �' A6bLsK, NICOLE ZARCADES 12954 -G yy� II• REVIEWER JOHN S. C FEY � //8 (APN: 264- 101 -25) CITY EN EER DATA INSPECTOR (o [ EXP. 6/30/18_ DATE DATE / PLANNING CASE NO: N/A SHEET 6 OF 6 NEW SHEET