2011-10907 G (Plans)LEGEND STANDARD SYMBOL
RIGHT OF WAY NOTE NOTF7CA71ONS STORMWATER POLLUTION CONTROL BMP N07ES RELATIVE TO CONSIRUC77ON AC771477ES
PROPERTY BOUNDARY
OWN£R IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO 1. THE EXISTENCE AND LOCATION OF UNDERGROUND U77LITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE CONCRETE WASHOUT
WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WiLL RESULT IN ISSUANCE OF A STOP WORK N077CE AND OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISi7NG UTLITES CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE RIGHT-OF-WAY
DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON .97E. IT iS ILLEGAL TO WASH CONCIRETFk SLURRY MORTAR, STUCCO, PLASTER AND
MEASURES TO PROTECT ANY EXIS71NG U71LI71ES OR S7RUC7URE3 LOCATED AT THE WORK SITE I IS THE THE LIKE INTO 771E STORMWA TER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRA TOR SHALL POST A SIGN DESIGNA77NG THE EXISTING CON70UR - - 160 - -- --
DRAINAGE NOTE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U77LI71ES OR STRUCTURES PRIOR TO ANY WASHOUT LOCATION.
NO CONC£NTRAIED DRAINAGE FLOWS ARE PERMlT7ED OVER ADJACENT PROPERTY LINES WATER 1S TO DRAIN AWAY EXCAVA7TON, FOR VERIRCA7701V AND LOCA17ON OF U71LI71ES AND N071FlCA77ON OF COMMENCEMENT OF WORK- EXiS77NG ELEVA7701V X 160.5, (150.5)
A. SEWER - CSD - (760) - 633 -2770 CONSTRUCTION SITE ACCESS
FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 70 AN APPROVED DRAINAGE B. GAS & ELECTRIC - SOGE - (760))-438 -6200 A STABIL12ED C0NS7RUC77ON S17F ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF NEW CONTOUR
FACILITY. C. WATER - SAN DIEGUITO WATER DIS77?ICT - -1- 800 - 227 -2600 SITE. THIS SHALL INCLUDE USING MA7ERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED S7EEL PANELS/PLATES NEW ELEVA77ON
U77LITY N07E D. TELEPHONE - AT &T - (760)- 489 -3411 149.97
E. CABLE TV - COX COMMUN16A770NS- ( 760 ) - 806 -9809 X -2233 CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE NEW ELEVA77ON ABOVE GRADE j15&
ALL U77LI77ES SERVING THIS S17E SHALL BE INSTALLED UNDERGROUND. REFUELING, AND ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE
2 CONTRACTOR SHALL NOTFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS DAYLIGHT LINE - - •- •- •- •- •--•-
GENERAL NOTES PROJECT. PHONE: (760) -633 -2770. EROSION CONTROL VEGETATED SWALE BMP AREA- NOT TO BE
L ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS THE STANDARD SPECIRCA71ONS FOR PUBLIC WORKS J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTON. PHONE. (760 - 633 -2770. ALL WORK EROSION CONTROL MUST R PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL N PROTECTED AGAINST
CONSTRUCTON, 7HE DESIGN CONSIRUCTON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA PERFORMED WITHOUT BENEFIT OF INSPECTION NLL BE SUBJECT TO REJECTION AND REMOVAL) EROSION E INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATON, MODIFlELD WITHOUT PERMISSION FROM THE CITY DETAIL 'A'
AND BONDED FIBER MATRIX.
REGIONAL STANDARD DRAW1NGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER DIRECTION OF FLOW ---
PRiOR TO ANY REQUEST FOR INSPECiION. NO EXCAVA7701V AND GRADING AC7IVI7/ES ARE ALLOWED DURING WET WEATHER.
EROSION CONTROL CONCRETE PAVEMENT PER PLAN
2 THE SOILS REPORT 117LED 'GEOIECHNICAL INVES17GA71ON PROPOSED SINGLE - FAMILY RESIDENCE 706 CORNISH DRIVE, DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE COIVSIRUC77ON S17F. CONTRACTOR SHALL PROTECT
ENCINITAS CALIFORNIA' PREPARED BY HETHERINGTHON ENGINEERING INC. DAiED APRIL 6 2011, PROJECT NO. 6803.1 i. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RONDA GLASER AT (760) 415 - 0900, 24 HOURS A DAY. CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES
SHALL BE' CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE W1771 THE PERMEABLE PAVERS FOR BMP S UN! ECO -STONE PAVER OR L L L L L L L
RECOMMENDA77ONS AND SPECIFICA PONS CONTAINED IN SAID REPORT 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL INES DURING THE RAINY REMOVE EXISTING VECETA77ON ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID APPROVED
SEASON OCTOBER 1 TO APRIL 15. ALL NECESSARY MA7ERIALS SHALL BE STOCKPILED DN SITE ON OCTOBER 1 AT UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE 7REES OR SHRUBS UNNECESSARILY 7HEY HELP EQUIVALENT.
3. SEPARATE APPROVALS AND PERM17S FOR ANY CONS7RUCTON WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL CONVEN/ NT LOCA77ONS TO FACILITA 7E RAPID CONSiRUCTON OF TEMPORARY EROSION CONTROL MEASURES WHEN DECREASE EROSION.
BE REQUIRED IN COIVJLINC7101V N 7 IMPROVEMENT PLANS RAIN IS IMMINENT. CONCRETE MASONRY RETAINING WALL PER SDRSD C- 1, C -3, SHEET 3
TEMPORARY VEGETATON MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTOR IS NOT lMMEDlA)ELY PLANNED FOR EROSION
4. W IT7EN PERMISSION SHALL BE OBTAINED FOR ANY OFFS17E GRADING. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 7HE APPROVAL OF 7HE ENGINEERING CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND PRIVA7E STORM DRAIN PIPE SDR -35 MIN.
INSPECTOR. BIND THE SOIL. -- SD--- - -SD --
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT PROPERTIES DURING PRIVATE PERFORA7ED SUB DRAIN PIPE SDR -35 MIN. -- SUB--- - -SUB-
GRADING OPERATIONS ANY7HING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COND17ION EXIS77NG f 7HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA77SFAC17ON OF PLANT PERMANENT VEGETA77ON AS SOON AS POSSIBLE, ONCE EXCAVA77ON AND GRADING AC711477ES ARE COMPLETE. PRIOR TO TO GRADING THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. PRIVATE CATCH BASIN BY NDS' OR APPROVED EQUAL
-
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 5. THE CON7RACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AC PAVEMENT & BASE
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ON -SITE CONSTRUCTON MATERIAL STORAGE
SURVEYOR. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE DG PATHWAY
6. 7H£ CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF 7HE RAIN. CON7RACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING AND SHALL 7RESPASS ONTO AREAS 7HAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. FUEL STORED ON-91E ELIMINATE OR REDUCE POLLU71ON OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY GRAVEL BAGS CASQA STANDARDS SE-4, SE -8, &
BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AN6 HEALTH STANDARD LAWS AND INCLUDE SOIL PARING MA7ERIALS ASPHALT CONCRETE, AGGREGATE BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM SE -10 & DETAILS l & 'J'
R €GULATONS 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. CONCENNAitD STORMWA7ER STCWWA7ER FLOWS AND STORM DRAIN Wta STOCKPILES SHALL BE COVERED OR PR07ECTED WITH
SOIL STABILIZA77ON MEASURES AND PROVIDED WITH A 7EMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TMES. SILT FENCE CASQA STANDARD SE -1 & DETAIL V
8. GRADING AND EQUIPMENT OPERATING W1IN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY & GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE
SHALL NOT BE CONDUC7ED BETWEEN 7HE HOURS OF 5.•30 M. AND 7.•30 A.M. NOR ON SATURDAYS SUNDAYS AND CONCLUSION OF EACH WORK DAY. TRAINING STABILIZED CONSTRUCTOR ENTRANCE CASQA STANDARD TC -1 &DETAIL V CITY RECOGNIZED HOLIDAYS CONTRACTORS' EMPLOYEES WHO PERFORM CONSiRUC77ON IN THE CITY OF ENCINITAS SHALL BE 7RA/NED TO BE FAMILIAR WITH THE
9. ALL REMOVABLE PR07ECIIW DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE CITY OF ENCINITAS STORMWA7ER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING
9. NO GRADING OPERATORS SHALL COMMENCE UN77L A PRE- COIVSTRUC17ON MEEI7NG HAS BEEN HELD ONSIIE WITH THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE ON SITE. THE PROPERTY OWNERS AND THE PRIME CONTRACTOR MUST INFORM SUBCON7RACTORS ABOUT STORMWA7ER REQUIREMENTS
FOLLOWING PEOPLE PRESENT CITY INSPECTOR CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMIT7EE. REMOVUtLD AFTER EACH RAINFALL. AND THEIR OWN RESPONSIBIL177EfS)
7HE PRE- CONS7RUC77ON MEE77NG SHALL BE S °CHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING
(760) 633 -2770. WASTE MANAGEMENT
STORMWATER POLLU7ION CONTROL POST CONSTRUCTION BMP/IMP NOTES CON7RACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTON MATERIALS DUMPING OF
10. PRIOR TO HAULING DIRT OR C0NS7RUCT6N MATERIALS TO ANY PROPOSED CONSTRUC770N S17E WiTHIN THiS UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WAiER CAN CARRY THEM INTO 7HE CONVEYANCE SYSTEM IS S7RIC7LY
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED I. FOR STORM WATER POLLU77ON CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING PROHIBl7ED. ABBREVIATIONS.
HAUL ROUTE. 7HE DEVELOPER SHALL COMPLY Wi7H ALL COND17701VS AND REQUIREMENTS 7HE CITY ENGINEER MAY ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTEN AND DISCHARGE ONTO
IMPOSE WITH REGARDS TO THE HAULING OPERA 770N. THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. NO SEEPAGE FROM ANY DUMPS7ER SHALL BE DISCHARGED INTO STORMWA7ER. BERMS/DIKES SHALL BE PLACED AROUND ALL AC = ASPHALT CONCRETE
DUMPS7ERS TO DIVERT THE NA71JRAL STORM RUNOFF. DUMPS17ES SHALL BE CHECKED fREQUENTLY FOR LEAKS DUMPS7ER LIDS SHALL BMP = BEST MANAGEMENT PRACTCES
it UPON FINAL COMPLE77ON OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED REMAIN CLOSED AT ALL TMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR CO = CL£ANOUT
AND OR FINAL RELEASE OF SECURITY AN AS GRADED CER77RCA77ON' SHALL BE PROVIDED STAI NG• "THE GRADING WITHOUT A PERMIT FROM THE CITY. COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT NTH ANY TRASH MA7ERIAL. EP =EDGE PAVEMENT
UND�R PERMIT NO. 10907 - G HAS AEEN PERFORMED IN SUBSTAN77AL CONFORMANCE WITH THE APPROVED GRADING FF =FINISH BOOR
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY 7HE DATE AND 3. ALL IMPERVIOUS AREAS WITHIN THE S17E SHALL DRAIN TO APPROVED BMP //A�MP FACIL177ES ANDI�OR TO TURF OR MANY CONS7RUC710N MA7ERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE, FG = FINISH GRADE
SIGNATURE OF THE CIVIL ENGINEER WHO CfR77RES SUCH GRADING OPERA TON. LANDSCAPED AREAS WTH ADEQUA7E GROUNDCOVER PRIOR TO DISCHARGE Fi7OU IHE SITE ALL TMPERVOUS AREAS WOOD AND CLEARED VEGETA77ON CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE 7`AKEN TO AN APPROPRIATE LANDFILL OR HP = FINISH POINT
MUST SLOPE TOWARD THE APPROVED BMP1lNP FACILITY AND /OR THE TURF/LANDSCAPED AREAS DlSP6SED OF AS HAZARDOUS WASTE. FOR 1NFORMA77ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H =INVERT ELEVATION
12. ALL GRADING SHALL BE INSPECTED AND iES7ED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE HOiLINE TOLL FREE AT (800) 714 -1195. FOR INFORMA77ON ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151. FL = FLOWIINE
SHALL INSPECT AND TEST 7HE EXCAVA7701V PLACEMENT AND COMPAC7ION OF FILLS AND BACKFILLS AND COMPACTION 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW LF = LINEAR FEET
OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP MP. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.
MATERIAL. UPON COMPLE77ON OF GRADING OPERA77ONS HE SHALL STATE THAT OBSERVA71ONS AND TESTS WERE MADE PP = POWER POLE
BY HIM OR UNDER HIS SUPERVISION AND THAT IN HiS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP MP AREA OR HAVE ANOTHER APPROVED PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SCO = SEWER CLEANOUT
ACCEPTABLE FOR THEIR IN7ENDED USE. SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES SMH = SEWER MANHOLE
DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. TO = TOP OF GRADE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITVE DRAINAGE AND ALL CONSTRUC770M DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUT7ER, AND STORMDRAiN. CONTRACTOR MUST ROUTN£LY TW = TOP OF WALL
PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTES OR 6. ALL STORMWA TER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR AL IERED WITHOUT A PERMIT CHECK AND CLEAN UP MATERIAL THAT MAY HA VE IRAV €LED AWAY XROM CONSTRUC770N SITE WW = WATER MEiER
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS FROM THE CiTY
UN77L SUCH TIM£ AS PERMANENT DRAINAGE AND EROSION CON7ROL MEASURES HAVE BEEN INSTALLED. ON THIS PLAN MAY REQUIRE THAT THIS THE INSTALLA
7. TON OF ADDIT0IVA1 IMPERVIOUS SURFACES NOT SHOWN FOR MORE INFORMA7701V ON STORMWA TER POLLU7701V CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING OWNER
CITY OF ENCINITAS AT (
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH PLAN BE REVISED OR 7HAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. DEPARTMENT, 760) 633 -2770. MICHAEL E. LYON AND KEVAN M. LYON
STANDARD SPECIFICATION ALL VEGETABLE MATTER AND OBJECTONABLE MATERIAL SHALL BE REMOVED BY 7HE 3276 BROOKSIDE LANE
CON7RACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL 8. ALL EXISTING AND PROPOSED 7RASH ENCLOSURES SHALL BE FITiED TO COMPLY NTH STORM WATER BEST ENCINITAS, CA. 92024
BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 MANAGEMENT PRAC710E REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE
INCHES AND 7HEN COMPACTED TO A MINIMUM Of 90 PERCENT. iT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ROOF THAT WILL NOT ALLOW RAIN WATER- TO EN7ER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND S17E ADDRESS
PLACE, SPREAD, WA7ER AND COMPACT THE FILL IN STRICT ACCORDANCE NTH SPECIF1CATONS. LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE
FROM 7HE DUMPS7ER AND TO PREVENT ANY FLOW OF STORM WA7ER THROUGH THE TRASH ENCLOSURE AREA. 7HE 706 CORNISH DRIVE
15 CUT AND FILL SLOPES SHALL BE CUT AND 1R/MMED TO FINISH GRADE TO PRODUCE SM007H SURFACE AND BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE ENCINITAS CA 92024
UNIFORM CROSS SEC77ON. THE SLOPES OR EXCAVA77ON AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OlL/ GREASE
TRIMMED AS D1RE07ED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITON. ALL STONES SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INNTO 7HE ASSESSORS PARCEL NO.
R007S AND OTHER WAS7E MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BtCOME PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM A SEPARATE BUILDING PERMIT
LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN MAY BE REQUIRED FOR THiS STRUCTURE. SOILS ENGINEERS CERTFlCAiE 258 - 211 -01
ACCORDANCE WITH THE GRADING ORDINANCE.
4 MARK D. HETHERINGTON, A REGSERED GE07ECHNICAL ENGINEER IN THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN LEGAL DESCRiP770N.-
16. ALL TREES BRUSH, GRASS AND OTHER OBJEC170NABLE MA7ERIAL SHALL BE COLLECTED PILED OR OTHERWISE THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CER7IFY THAT A SAMPLING AND STUDY OF THE SOILS CONDRIONS PREVALENT WITHIN
DISPOSED OF 6FF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE kEEN CLEARED WiIN A NET THIS S17E WAS MADE BY ME OR UNDER MY DIRECTON APRIL, 2011. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS L07S 1 IN BLK B OF SRIRGES & RATIONS SUBDIVISION OF EAST BLOCK 7,
AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCA17ON OF DEBRIS FILL SHALL BE STUDY, NTH MY RECOMMENDA77ONS HAS BEEN SUBMITTED 0 THE OFFICE OF THE CITY ENGINEER. FUR7HERMORE I HAVE REVIEWED iN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STALE OF CALIFORNIA,
SECURED FROM THE SOILS ENGINEER AND CiTY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SAN DIEGUITO VIA TER DISTRICT NOTES. • THESE GRADING PL D F E RECOMMENDA PONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN ACCORDING TO MAP THEREOF NO 33 FILED IN THE OFFICE OF THE
INCORP AiEO l AND SPECIFICATONS COUNTY RECORDER OF SAN DIEGO C6UN7Y MARCH 19 1987. ALSO THAT
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH 7HE CITYS URBAN FOREST MANAGEMENT 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DIS7RICT DOES NOT CONSTIU7E A REPRESENTA71ON AS TO THE PORTION OF UNMANNED STREET LYING BETWEEN THE NSIERLY LINE OF
PROGRAM. 7REES LOCATED WITHIN CITY S7REET RIGHT- OF-WAY ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE ACCURACY OF THE LOCATOR OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND U7iLITY PIPE OR SIGNED: SAID LOT 1, AND THE WEST LINE OF SEC71ON 15, T13S R4W, SBM, THE
REFERRED TO AS CiTY 7REES AND SHALL BE PROTECTED iN PLACE DURING C0NS7RUC770N UNLESS SPECIFICALLY STRUCTURE WITHIN THE LIM17S OF THIS PROJECT. K IWRINGTPN Q(iOFESSIO N'LY AND SLY BOUNDARY LINE OF SAID PORTON BEING THE f'LY
APPROVED 07HERNSE. NO GRADING, EXCAVADON, OR DISTURBANCE OF CITY TREE ROOT SY57EMS SHALL OCCUR WITHIN EX7ENSION OF THE N'LY AND S'LY BOUNDARY LINE OF SAID LOT 1.
THE CITY TREE DRIP LINE AREA (7HE AREA FROM THE 7RUNK OF A 7REE TO THE OUTERMOST EDGE OF THE 7REE 2 ALL EXIS17NG FACILITES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS LINE PARALLELING OR REE NO.: ffl97
CANOPY PR0,EC770N ON THE GROUND). iF A CITY TREE iS NOT CLEARLY LABELED TO BE REMOVED iT MUST BE PROPOSED CONNEC710V SHALL BE FIELD VERIFIED. ALL EXIS17NG OR PROPOSED U71LIYY CROSSINGS WITHIN 10 FEET OF c3 c o y TOPOGRAPHY
PR01EC7ED IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT NTH A CITY TREE, IT POST NOT BE PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELEC7RICAL AND SEWER TO CROSS UNDER EXP. DA 7E.- J/ 12 12 N0.397 .
DISTURBED UNLESS THE PLAN iS REVISED TO ADDRESS THE 7REE REMOVAL WATER MAINS UNLESS WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WA7ER DISTRICT Exp. Date S s/ i THE EXIS77NG TOPOGRAPHY IS FROM AFIELD SURVEY PERFORMED BY
PROJECT NO.: 6803.1
J. CONTRAA(CTOR AND OWNER ARE RESPONSIBLE TO RELOCATE A)ND/OR ADJUST TO GRADE ANY EXIS7iNG WATER 2l SAMPO ENGINEERING, INC. ON 05/03/10.
A C DFl AI RFAdE/WMETERS i MEET CURRENT SAN£dIEGU/l0 W 7ER DSTRCET S ANDA THEIR PROJECT FA 71ESLDO NOT 52 5EA/ffN/ AEENCINAS�NSUI7E A �g7FOFG� OWNERS CfRIIFlCATE
MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT 7HE OWNERS EXPENSE. CARLSBAD, CA 92008 / jWE1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
760 / 931 -1917 G OL GIST HAS BEEN OR NLL BE RETAINED TO SUPERVISE OVER ALL
4. U77LI7iES TO MAINTAIN MINIMUM 5 -FEET SEPARA77ON WHEN PARALLELING WA7ER SERVICES GRADING AC77WTY AND ADVISE ON THE COMPACTON AND STABILITY OF THE
5. MINIMUM HORIZONTAL SEPARATON OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND STA7EMENT OF ENGINEER OF WORK SITE
ELECTRIC VAULTS N( "e t- ?' t(
7HE UNDERSIGNED ENGINEER AGREES THAT 7HE WORK PERFORMED BY 7HE ENGINEER SHALL COMPLY 101H 7HE GENERALLY ACCEPTED MICHAEL LYON A
6. ALL WA7ER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS STANDARDS AND PRAC7iCES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FUR7HER AGREES THAT THE WORK PERFORMED f/vj /t _- ^
MUST BE IN FRONT OF PARCEL THEY ARE SERVING. HEREIN SHALL BE IN ACCORDANCE WiTH THE RULES AND REGULA77ONS REQUIRED BY THE CITY OF ENCINITAS TO THE EXTENT THAT p '?. 2. /
THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR RENEW PERFORMED BY THE C /TY OF KEVAN LYON DA 1E
7. WA7ER MAINS LA7ERALS, AND APPUR7ENCES SHALL BE CONSTRUCTED ACCORDING TO STANDARD SPECIFICA77ONS OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DE7ERYINA77ON BY THE CITY
THE CURRENT WATER AGENCIES' STANDARDS COMMIT7EE (WASC). OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF 7HE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED 7HEREON. 7HE ENGINEER AGREES TO INDEMNIFY
ATA 8. CALIFORNIA STA7E LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE AND HOLD HARMLESS THE CITY OF ENCINITAS AND 17S OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
CONS7RUC710N OR REPAIR OF ALL POTABLE WATER SYSTEM EFTEC71W JANUARY 1 2010. iN COMPLIANCE NTH THIS INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF 7HE ENGINEER AND HIS HER AGENTS OR EMPLOYEES IMPERVOUS AREA
LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS`. EN�N ER THIN 7HE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYYENT AND_ARISING_OUT OF 7H _WORK PERFORMED BY iH€
IMPERVIOUS AREA PRIOR TO CONSTRUCTOR: 3713 SQFT
9. ALL COPPER TUBING USED FOR AIR RELEASE BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH CATHODIC IMPERVIOUS AREA AFTER CONS]RUCTON. 304 SQFT
PROIEC77ON IN ACCORDANCE NTH WC -17 OR -18. GOFFEY ENGINEERING, INC. OQ10FESS /0 DECREASE IN IMPERVIOUS AREA: 409 SOFT 10(660 SCRIPPS RANCH BLVD. SUITE 102 Q� & COp F SAN DIEGO, CA 92131 ! IMPERVIOUS AREA REPLACED: 0 SQFT
EAR7HWORK DATA (858) 831- FAX (858) 881 -0179 STEEPEST EXIS77NG NA711RAL SLOPE ON -SITE = 2 H : 1 V No. Gos27t8
MAXIMUM WR71CAL DEPTH OF CUT = 9.5' BY ? DATE MAXIMUM VER77CAL DEPTH OF FILL = 1' ✓OH CO Y RCE 62716 EXP E 6 30 2014 s rtVtt �@ CUT = 570 C. Y. U,tFBMPPROJECTSTATUS.• s7ANDARD
FILL = 70 C. Y AS BU /LT PUBL /C WORKS PLANNING AND BUILDING PARKS AND RECREA T /ON SAN D /EGU /TO WA TER DISTR /CT ENC /N /SAS F /RE DEPARTMENT
EXPORT = 500 C. Y. JOHN S. COFFEY, RCE 62716
EXP. 613012004 `
2
VICINITY MAP -zs ►3 -7- 2o11
NIS S DATE SIGN DATE SIGN OA TE qJ D SIGN DA I[ SIGN DALE
SIGNATURE EXPIRES TWO YEARS AFTER DATE
CHANGE NO. DESCRIPTON APPROVED DAZE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKS BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
cKk14c-1E CF EKGIREa of woRK CITY OF ENCINITAS SURVEY CONTROL - 11032, PLANS PREPARED UNDER SUPERVISION OF �1 p�N� � GRADING & EROSION CONTROL PLANS FOR
2 AS - BJ31L`T 40i1 (Jj -hirl ii (0 2 ' 1 2' BRASS DISK STAMPED 'SD CO ENGR- ON TOP OF Rrt/lMo �!Y • A�Ar/c E'LY CURB OF VULCAN AVENUE 200' NORTH OF E N/A ' DATE 8 )) LYON RESIDENCE
S7REET & 2.5' NORTH OF THE DWY IN THE ENCINITAS R.C.E. N0.: 44173 MASIH MAHER, C42519 W,1?C eLC AfS ORECTOR 706 CORNISH DRIVE 10907-G
CITY ADM /NIS7RATON OFFICES gyp. 6/30/13
ELEV.: 92.004 DATUM: NAVD 88 ENGINEER OF MW�RK DA IF /' �, ' I DATE / / CASE NO: 11 -015 CDP SHEET I OF 3
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KEY NOTES : STORM DRAIN DATA: SPECIAL NOTES
NO DESCRIPTION DESCRIPTION
1 PR07ECT EXIST. POWER POLE IN PLACE 1 17. D' N 4" PVC SDR 35, SOLID WALL 0 .6% 1. A TEMPORARY 36" BOUNDARY SHALL BE CREATED AROUND ALL STREET TREES
2 PROTECT EXIST. WOOD FENCE IN PLACE REQUIRED TO REMAIN 2 31.5' - 2" SCH 80 PVC PRESSURE STORM DRAIN WITH SNOW FENCING PRIOR TO 7HE COMMENCEMENT OF
3 PROTECT EXIST AC PAVEMENT IN PLACE WALL IN PLACE 3 1
4 PROTECT E WORK. SOIL, SAND TRENCHING AND ALL OTHER CONSTRUCTION MATERIAL SHALL
EXIST MASONRY RET. 2,0' ^° 4" PVC (SDR 35, SOLID WALL) � 2%
5 DEMOLISH EXIST MASONRY WALL 4 11.3' - 4" PVC (SDR 35, SOLID WALL) 0 54.47. BE MAINTAINED WITHIN 36" BUFFER AREA AND ORIGINAL GRADES SHALL BE
6 DEMOLISH EXIST RESIDENCE
7 DEMOLISH EXIST TREE & STUMP 5 23.3' - 4" PVC (SDR 35, SOLID WALL) OVERFLOW 0 0.6% MAINTAINED WITHIN 36" OF ALL 7REES
" 2 ALL STREET TREES REMOVED SHALL BE REPLACED AT A 2-1 RA 770 WITH
8 DEMOLISH EXIST FENCE 6 8.5 � 4 PVC (SDR 35, SOLID WALL) ®1.1% �
9 DEMOLISH EXIST KEYSTONE WALL 7 7.0' 4" PVC (SDR 35, SOLID WALL) 0 82% SIMILAR 24" TYPE TREES PRIOR TO 7HE GRADING FINAL INSPEC770N - -- C
10 DEMOLISH EXIST AC PAVEMENT & BASE 8 33.0' - 4" PVC (SDR 35, PERFORATED) 0 3.6% - -- -
11 PR07ECT EXIST. TORREY PINE TREE IN PLACE -
12 PLANTER AREA 9 12.3' - 4" PVC (SDR 35, SOLID WALL) 0 2416.1 - -'- - -
13 PCC ALLEY APRON PER SDRSD G -17 10 28.0' - 4" PVC (SDR 35, SOLID WALL) 0 27. _ , STREET
14 6" PCC CURB PER SORSO G -1 11 230' - 4" PVC (SDR 35,SOLID WALL) 0 27. i EgST F
LOCA77ON OF EXIST STREET i
s- s-
15 AC PAVEMENT 4 MIN AC OVER 6" MIN CL ll AGGREGATE BASE. CROSS 12 23.0' - 4" PVC (SDR 35, SOLID WALL) @ 1.0% -- _-
SEC770N MAY VARY BASED ON SOILS ENGINEER R- VALUE TEST. CENTERLINE S7RIPING s= - s- fHP 154 48------------- - - - - --
13 57.0' - 4" PVC (SDR 35, PERFORATED) 0 2.3% _- s- _____________
16 3' WIDE PCC RIBBON CUTIER. 7" THICK MIN OVER CL II AGGREGATE s = - _ _ _ _ _ _ _ --- _ __ --
BASE. ACTUAL CROSS SEC77ON MAY VARY BASED DN SOILS ENGINEER 14 116.0' - 4" PVC (SDR 35, PERFORATED) @ 1% MIN -- - - i
R -VALUE TESTS N07E : CONST 6" STEEL SLEEVE OR 6" CONCRETE ENCASEMENT -__ __ _ - - -- - w NEW 24' DIA. OLEA EUROPEA 'SWAN HILL"
s PROTECT EXIST 6 VCP SEWER _ _ - - N
" " - - - o COMMON NAME SWAN HILL OLIVE
17 PCC DRIVEWAY. 5.5 THICK MIN PCC REINFORCED WITH4 BARS ®18 O.0 AT AT ALL STORM DRAIN & MASONRY WALL CROSSINGS & 3' EITHER = _= s- -
3 I
MID SLAB HEIGHT. ACTUAL CROSS SECTION MAY VARY BASED ON SOILS ENGINEER SIDE OF SAID CROSSING _ _ _ _ _ _ ------ €W 24' DIA. "MELELEUCA NESOPHYLLA"
R -VALUE 7ES7S -- s- s- _ C ON NAME PINK MELEL€UCA TREE b - �� �o�'
18 6" WIDE 7RENCH DRAIN WITH STEEL 7RAMC GRA7F BY NDS" OR APPROVED EQUAL �_ �- s -
---------- - - - - -- /? �O - - - - - - 30
19 CONC. MASONRY RET. WALL, WALL DRAINS & WATERPROOFING PER BUILDING PERMIT WATER -
1
NO. 11 -814 MATCH '1ST EDGE OF AC PAVEMENT. Aso b-V PROTECT EXI -
20 PCC S7EPS FINISH SURFACE PER ARCHITECT PROVIDE SMOOTH 1RANSI110N AT °�' -'kq$ - 27 30
21 STORM DRAIN PUMP PER SHEET 3, DESIGN BYMcNAMARA PUMP & ELEC7RIC, INC. RIM EXIST EDGE %AC PAVEMENT - - -� • - i^l- - @� Y
I
150.8, 87M 145 $ IF (IN) 148.90 (4' PVC), IE (OUT) 148.70 (2' PRESSURE STOM DRAIN �
29 SC0 AT &T VAULT u
PIPE, IE (OUT) 149.85 (4" PVC GRAVITY OVERFLOW), , a �- - = ` 31 y ED =
REE ��. 29
22 PRIVATE 2" PVC (SCH 80) PRESSURE STORM DRAIN PIPE ° a � z -�. ` "V , 31 h � T P [ P
23 20" D -BOX STORM DRAIN CLEANOUT BOX BY 'POLYLOK' OR APPROVED EQUAL. SEE (8.2x) a . r
h 15 151° v`p<`''J 28 T - &� PE
DETAIL A' h ° 59: 54 -- -
24 24" -1490£ I�GETAIFQ SWALE M 1_%M/N._ SEE DETAIL 'C' .1 1E 49 9° O 40 1 y 7 154 t5g.2 2 156 46 ___ - -ry 0 cn e - -��R FORMER 4 T r. _ OAT &T VAG�Q2p�'� g 29 ° d,
25. CONCRrTTz- PAT /O O IE 1 6fl O 15 TREE RIM 9 - _ N -¢g �. -- - - -- - O -
4 � 1`L 5 51• 15914- -- -� - -"�
14 ° . \ � �O �O• \h1'00 TW 159.0 2 1 ���,,,.�s_ -- 1 su -
- - -- -
26 5' WIDE DG PEDESTRIAN PATHWAY. ° °'' '` h - 1 � � , � s ° •
1 Q \1 �A96� •
27 6' AC BERM PER SORSO G -5, TYPE A' ST v -
28 DAYLIGHT LINE
° ,•� 5 rl j f l 11 , 1�r . %K 1 5y
29 PROTECT EXIST TRANSFORMER &PEDESTAL IN PLACE 150 , r
30 RELOCATE EXIST STREET SIGN OU7S1DE PEDESTRIAN PATHWAY & TO THE 150 4n
SA77SFAC77ON OF THE CITY OF ENCINITAS jC 14 90 61 42 • h0 4C) lE 1 7 i ) 154 ; C DRA hl' \ \� L5
9
31 APPRO Fl 0� ::. a :- i! 4 12 �� Q E j _ A- 11 15 6 h
XIMATE LOCATION 4 STREET )REFS TO MITIGATE THE REMOVAL OF EXISTING TREES 1 O ` 1 66 - -- h i ' h51
FINAL LOCA77ON & TYPES TO THE SA77SFAC77ON OF THE CITY OF ENCINITAS ! .z , 1 �156.7� ;1 7 __ __ 15 g60 UNIT T� A 1
": 'y__ 0 15
ACCESSORY LFlNpsc
F . W P _ _� 9 ,,,r AC r2 \�
32 4 PVC PERFORATED DRAIN PIPE (SDR 35) WITH 1 CU. FT/FT OF 3/4" 5000 156.67 °' H d O - - 10 h5a NEW 157.0
�: 40 5. Y _ - 15s. FF
CRUSHED ROCK WRAPPED IN FIL7ER FABRIC. SLOPE PIPE M 0.4x MIN. R/W 150• lE 155 05 , e d _ -- - -- - 0 : 156.3
f p �X - h LL PAD 1b� u > - - - - - --
33 BUILDING RETAINING WALL. REFER ARCHllEC7URAL / SIRUCNRAL PLANS 4 1 . , . -• ; " 49 ' 0.12 � \�� . 5 I I
34 PCC PEDES7RlAN RAMP PER SDRSD G -27, TYPE A' 150.8 41`> 0 15{ p• �� 2 \ i Y 4 ) h 40
5 G �` ' 33 GARAGE GF 154.83 0
10 15 w 156. ���
35 STREET VACATION RECORDED JUNE 21, 2011, AS DOC NO. 2011-0315221 '` 0 o t ? i 5815 -' 15a' - - -- - - 1 \� %/ 0 ___ - - - - -- - 9 MAILBOX
36 STREET DEDICA7701V RECORDED JUNE 28, 2011, AS DOC. N0. 2011 - 0328133 o V l5�0 12 42 ' ° 4
37 12' WIDE x 4" HIGH (MIN) OPENING 0 BASE WALL FOR DRAINAGE FS 156 4' 149.95
•
38 6' HIGH SI7F WALL PER BUILDING PERMIT NO. 11 -814 ) d 55 155.8 G`E
39 NEW AREA LAWN 2 1 151 21 1� f I h Ty 155.8 ;NEW GARA / I;I 154.48
" 1 1 ' k0
40 4 DIA. SPEED-0 DRAIN NY 'ADS' OR APPROVED EQUAL F515 �� - -- FS 49.83 PAD : 149.2 70
41 4" DIA SPPED-D DRAIN WITH A7RIUM GRATE BY NDS' OR APPROVED EQUAL 1 yY0(ID FE 151 12.9$ 21 9.75 ,; ¢D 15
42 S11E LINE SETBACK 5j5 156 IE 1 W 159.0 >> 1 �� ft, EXISiI NEW RESIDENCE 4
43 (RASH ENCLOSURE. p1 15! f q•2 0 15 8 9� / 12 /
� FF : 159.0 wAL \y6 f o
44 DEMOLISH POR77ON OF EXIST RET WALL WITHIN PROPERTY LINE 15 r �ae� 51 1 15769 3 1 6 PAD : 158.3 9� 8 0M
45 MASONRY RET. WALL PER SDRSD C -3 1
r r- A l (� 97 9 - - -- x L5 0 15a 05 °o
46 PROTECT EXIST TREE IN -PLACE 25 8 2 I-] � R'1.. 2$ � 1�1. S� 158.80 5�' p1 15 > 10 z
2n�
47 PR07ECT EXIST. SEWER CLEANOUT IN- PLACE. CONTRACTOR TO LOCATE & Onl 2% ° S5 S 152•p8 1G k 1� 111 56• P FF- C
VERIFY INVERT ELEV. PRIOR TO WORK. 11515 :.15? 1 O� Pw VO t6 �1 g�. ° 0• 91y I' I ` ' I �p 159.7
48 EXIST 314" WATER SERVICE & 518' WATER METER. DISTRICT TO INSTALL 1" W47ER SERVICE -
& DUAL WATER METER AT OWNERS EXPENSE PER WS 01 & WC 17. RELOCATE WA7ER METER
I
AS SHOWN h A .:i h9•15 ' \h 1 5
1
49 HARDSCAPE. FINISH SURFACE PER ARCHI7ECT 1 y 19
o °
5 p
50 MASONRY RETAINING WALL PER SDRSD C -1 136.30 O 12" PALM h? JO CONCRETE 3
51 3 WIDE BROW DITCH PER SORSO D -75, TYPE B \51 5 N8316'39 E p 12" PALM �o g PARKING
"x 1571
)< G $ 1 1 _ _____ -- -- 156.2 1 ' 2 � � 1651 4 �
52 33 LF - 4' PERFORATED PVC WITH 1 CU. FT AT CRUSHED ROCK WRAPPED IN FILTER ® 157.34
41 2 F� 2L
l TW 155,8 � 4
FABRIC ) 1 2 52 °' FG 152.43 � I _ _
53 2' WIDE x 5' LONG RIP -RAP ENERGY DISSIPA TOR PER D -40 (SEE D€ATAIL 'A) � � g 60 O 7 6" PLANTER �`P "h ADJACENT I __ _-- - - - - -- i }
54 TEMPORARY 36" RADIUS BOUNDARY FENCING BUFFER AROUND EXISTING TREE. 152 \ 4 \y\ \O \k9°'O 151c�� 19 48 �i P,ESIDF,NCE �- 116'2
55 4' DIA. SPEED -D DRAIN WITH AIRIUM GRATE BY NDS" OR APPROVED EQUAL. 152.3 1 cv FS p FG 0
TG 155.611E 150.65 � ' `1 m 268-21-1-02
56 4" DIA. SPEED -D DRAIN WIH ATRIUM GRATE BY 'NDS' OR APPROVED EQUAL. 1
TG 155.50 / 1E 151.70 MATCH EXIST EDGE OF AC PAVEMENT. 3 15L�5i 4
RIM 158.0 COVER (SOLID) OER POLYIOK OR APPROVED EQUAL. PROVIDE SMOOTH 7RANS177ON AT o,\ 1tiP
20 D -BOX STORM DRAIN BY EXIST EDGE OF AC PAVEMENT k
15 �INi POLYLOK' OR APPROVED EQUAL. ,Q� 20' 152.8
IE 15 6' PVC SOLID 3
STORM DRAIN PIPE 152.70 NOTES-
2' WIDE X 5' LONG RIP RAP I. SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF.
2" SCH 80 7E 15'7 ENERGY DIS51PATOR PER D -40 TYP. VEGETATED SWALE WITH PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY
STORM DRAIN O 0I7T UNDfRDRAIN 2. ALSO EBE ABRIC A� OTHE BOTTOM FOR NORTHERLY V€G IED SWALE &
STORM DRAIN - - INSTALL GEO- FABRIC DN BOTTOM AT THE SOUTHERLY VEGETATED SWALE
4 4 '
0-0. 0. 0. 0 0o 00 0� o 0 0 0 24" 7T/RF REINFORCEMENT
20' - o ° " 0 0 ° �° o o 0 0 o al MAT IF APPLICABLE $
no � 20
CONC STORM DRAIN CLEANOUT BOX A � 1
N. TS. 1x WIDE II DETAIL SWALE ® i 1d � � � � 1 4' VC 4 VC 10 10'
I i Iq Ik PI !I�
12.67 MIN PROVIDE EARTH BERM AT a ' `�' NEW ASPHALT CONCRETE PAVEMENT &BASE USE 4' THICK
o IMPERMEABL a�
2 TOP OF SLOPE 6' M/N. ENGINEERED SOIL z ¢Q
cy GEO- FABRIC l z o - *SEE NOTE BELOW 5 a� i (MIN) OVER 6" (MIN) CLASS If AGGREGATE BASE. ACTUAL ALLEY
Ir REQUIRED BY CROSS SEC77ON TO BE DETERMINED BY R- VALUE" 7EST
h 12.0 SLOPE PER PLAN OPE SOILS ENGINEER. _ j Q �� W
J z 15V 8 .2 10" MIN. FLIER MEDIA: 3 PARTS CLEAN v a �" a a PERFORMED BY SOILS ENGINEER.
v 6' AC BERM PER SDRSD -, 2'x8' REDWOOD 2' WASHED SAND TO 1 PART 318' GRAVEL W �� �'a
NEW GARAGE W m W
G -5 TYPE A' HEADER I a- Q 3
W m
_ VARIES
1�« rT - - -: - - -rte 00°
--
-----------
PR07ECT EXIST AC PAVEMENT & _ - - ---
BASE IN PLACE
F STREET - SECTION E
NTS
CHANGE N0. DESCRIPTION APPROVED
CHANGE 0, tA4FER OF
A S - Rult T 17Aju
1- 000u
5' WIDE x 4" (HICK DECOMPOSED GRANT
PEDESTRIAN PATHWAY WITH COMPACTED
SUBGRADE PER CITY OF ENCINITAS
- 2 - 3/8 GRAVEL i�
6' - 3/4' CRUSHED ROCK �_
PERFORATED SUBDRAIN PIPE SLOPE AT ix MIN, U.N.O. °
VNECT TO ON -5I7E PRIVATE DRAINAGE SYS7EM ^
* ENGINEERED SOIL LAYER SHALL BE MINIMUM 6" DEEP SANDY LOAM SOIL MIX WITH NO MORE THAN 5x
CLAY CONTENT THE MIX SHALL CONTAIN 50 -60x SAND, 20 -30x COMPOST OR HARDWOOD MULCH, AND
20 -30x TOPSOIL.
NO7E.' VEGETATED SWALES ON GRADES OF MORE THAN 2.5x MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE
OF THE SWALE TO 25x UNLESS 07HERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES
DATE BENCHMARK SCALE
CITY OF ENCINITAS SURVEY CONTROL - 1032,
2" BRASS DISK STAMPED "SD CO ENGR" ON TOP OF '
ELY CURB OF VULCAN AVENUE 200' NORTH OF E
STREET & 2.5' NORTH OF THE DWY IN THE ENCINITAS
CITY ADM/NISMA77ON OFFICES
ELEV.: 92.004 DATUM. NA VD 88
SPECIAL DISTRICT APPROVAL
fix v/4
SLOPE PER PLAN
PCC DRIVEWAY & BASE KE
SEE Y - D-- -y - - -- ° �o ° ° °0 z°
SMH
RIM 153.7811E W.."115'
N
CONS7RUC77ON NOTES
1. PRIOR TO CONSMUC770N THE CONTRACTOR SHALL OBTAIN AN
ENCROACHMENT PERMIT FOk ALL WORK TO BE PERFORMED IN THE PUBLIC
RIGHT= OF-WAY OF EAST 'F' STREET, CORNISH DRIVE AND THE ALLEY.
2 WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCRON DUE TO
EXIS77NG GRADES AND SOIL ENGINEER RECOMMENDA77ONS SOIL ENGINEER SHALL
DETERMINE FINAL WALL F0071NG DEPTHS.
J. THE NEW AC PAVEMENT CROSS- SEC7701V IN 'F' STREET & ALLEY SHALL BE AS
RECOMMENDED BY THE SOIL ENGINEER, BASED ON R- VALUE 7ES7S THE MINIMUM
SECTION SHALL BE NOT LESS THAN 4' AC OVER 6" CLASS If AGGREGATE BASE
OVER RECOMPACTED NA77VE SUBGRADE SOIL, UNLESS THE SOIL ENGINEER OR
CITY ENGINEER INDICATES OTHERWISE.
4. ON -97E CONCRETE SIDEWALKS AND PA 770S SHALL NOT BE LESS THAN 55"
THICK P.C.C. OVER RECOMPACTED NATIVE SUBGRADE SOIL, REINFORCED WITH 14
REBARS 0 18" 0 C AT MID SLAB HEIGHT. ACTUAL CROSS SEC77ON MAY VARY
BASED ON SOIL ENGINEER R -VAUE TEST. JOINTS AND REINFORCEMENT PER SOIL
ENGINEER.
Inc rrcIVAIL SIUKM UKAIN SYSIEM IU IHE SAUSFACAON OF IHE CITY
ENGINEER. WATER SHALL NOT BE ALLOWED TO POND DN SI7E AND SHALL NOT
APPLICANTS PROPERTY. lF ANY DIS7URBANCE TO ADJACENT PROPER17ES IS
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRE77ON OF
THE CITY FIELD INSPECTOR A WRITIEN LETTER OF PERMISSION FROM THE
=r PROTECT EXIST 9' PVC ADJACENT PROPERTY OWAIER MUST BE OBTAINED AND SUBMITTED TO THE CITY
= 9 PVC I STORM DRAIN /N PLACE PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE DN THE ADJACENT
PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRI77NG
IE 151.48 A ND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED
PR07ECT EXIST 6' AC FOR THE PROJECT UN77L THE REQUIRED PERMISSION IS OBTAINED.
I WATER IN PLACE
13 THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR DESIGNING AND
x/E 4" OUT 152.1 E PROTECT EXIST 8" VCP IMPLEMEN17NG ANY AND ALL TYPES OF SHORING SYSTEMS THAT MAY BE
NECESSARY IN ORDER TO EXCAVAIF FOR THE BASEMENT RETAINING WALL
SEWER IN PLACE UTILITIES AND PRIVATE STORM DRAIN SHOWN HEREON. NJ SOILS fNG1NEE�
E SHOULD BE CONSULTED FOR SHORING AND STABILIZATION RECOMMENDA17ONS
I,
PRIOR TO COIVSIRUC71ON. A BUILDING PERMIT IS REQUIRED FOR ANY SHORING.
14. CONTRACTOR TO LOCATE EXIST SEWER CLEANOUT ALONG EAST F' STREET &
EXTEND TO NEW RESIDENCE WITH 4" GRAVITY PVC ((SDR 35 MIN) WITH 46" MIN.
COVER & TO THE Sol T7SFAC7701V OF THE CITY ENGINEER.
15. CONTRACTOR TO LOCALE EXIST. WATER METER ALONG CORNISH DRIVE &
EXTEND SERVICE TO NEW RESIDENCE WITH 30" MIN COVER, & TO THE
SA77SFAC77ON OF THE CITY ENGINEER.
1W 160160.6))
PR07ECT EXIST. WALL * -
IN -PLACE 1 2.0' EXIST FINISH GRADE
i(156.8) I) 157.0 (IW 156.5)
DEMOLISH EXIST WALL
TW 156.0
I
CONC. MASONRY RET WALL,
(APPROX. TOP F0011NG% ___ _ P ' WALL DRAINS & W47ER
t 156.0) CONTRACTOR TO L -- _ _ _ \ PROOFING PER BUILDING
VERIFY , i1 PERMIT NO. 11 -814
Lo
J 1135 APN : 258-211-01
a
°v APN : 258 - 211 -02 a 4�
it
a FG 150.00
I I o
II I
- --
I L
" T
e
149.5
II WALL SECTION
(TW 160.6)
PR07ECT EXIST. WALL -
IN -PLACE
(1576) I I I
157.2
APPROX. TOP F0077NG
156.7) CONTRACTOR TO
I 1
VERIFY --- - -y - -� °
I. e
W
i 2
� J
APN : 258 - 211 -02
N07E N0. 17 --- - -Z °oa ` o o S° 0 s°1_ --
6" WIDE TRENCH DRAIN BY NDS' 3' WIDE PCC RIBBON GUTTER, 7' THICK ( ) OVER 6"
WITH STEEL 7RAFFIC GRATE MIN
(MIN) CLASS ll BASE ACNAL CROSS SECTION MAY VARY
BASED DN SOILS ENGINEER R VALUE TEST
T INDICATES ELEVATION PER PLAN ALLEY CROSS SECTION
N.T.S D
I RN CHECKED BY-
PLANS PREPARED UNDER SUPERVISION OF
VES ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS
3E(/ /E(I m &y: GRADING PLAN FOR :
DATE: 9 �� AA . �� LYON RESIDENCE
R.C.E. NO.: 44173 MASIH MAHER, C42519 LAWf[&E 4, W21 TIT
EXP. X30/19 cl 113/ 1 1 FLI IC W617119 DIf1ECTOR 706 CORNISH DRIVE
DATE DATE CASE N0: 11 -015 CDP
157.2
\\ A
1
'J1
153.2 I �
I J
40' " 1.0'
I
I
I
I p
I v
I
1
N.T.S F
BASEMENT WALL, WALL DRAINS
& WA7ER PROOFING PER
BUILDING PERMIT NO. 11 -814
NEW RESIDENCE
APN : 258 - 211 -01
BSMT FF : 150.0
PROPOSED PAD TOP OF FOOTING 149.2
ELEV. 149.2
WALL SECTION E
NTS
ENGINEERING DEPARTMENTI DRAWINGNO°
10907 -G
SHEET 2 OF 3
LIE
IZD
oz
i11
N
N
0
m
w t-
o
M
o" °D
J OD
vm
z o =
U -
Zaz M_ aX
N
W cc It.
Waa=
a. CD= _O
M30 1
®o
00
0 < 0
0 in 00
o BE ALLOWED TO DRAIN TOWARD BUILDING FOUNDA77ONS
6. NO LANDSCAPING SHOULD BE ALLOWED AGAINST STRUCTURES AND NOT BE
ALLOWED TO OVER FLOW OVER SLOPES
00 h 7. ALL ON -SITE STORM DRAIN DRAINAGE SWALES, AND BMP AREAS ARE
O WV (4) PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OWNER.
/ NW 8. THE EXISTING TOPOGRAPHY SHOWN HEREON WAS PROVIDED BY CLIENT & WAS
FROM A TOPOGRAPHIC SURVEY PERFORMED BY SOWARDS & BROWN ENGINEERING,
INC, DA7ED NOVEMBER 15, 2010.
E
I
9. SEE SHEET 3 OF 3 FOR TEMPORARY EROSION CONTROL MEASURES AND
I
I - CONS7RUCTION BEST MANAGEMENT PRAC710ES
ry'
ID A PRELIMINARY 7771E REPORT BY CHICAGO 7711E COMPANY AS ORDER N0.
?FH
I REVIOOE SEM. 2 IRORE THE OVER EW FR ON S� ENn AD EPR�A� D N S MN
54 it
.
11. UNLESS NOTED OTHERWISE, ALL ROADWAYS SHALL BE A MINIMUM 16' IN
WID714 DURING CONSTRUCHON AND MAINTAINED FREE AND CLEAR, INCLUDING
SIGN PARKING OF VEHICLE IN ACCORDANCE N THE UNIFORM FIRE CODE AND CITY
W
OF ENCINITAS
11
FIRE DEPARTMENT.
9" PVC 12. ALL THE WORK PROPOSED ON THIS PLAN IS EN77RELY WITHIN THE
APPLICANTS PROPERTY. lF ANY DIS7URBANCE TO ADJACENT PROPER17ES IS
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRE77ON OF
THE CITY FIELD INSPECTOR A WRITIEN LETTER OF PERMISSION FROM THE
=r PROTECT EXIST 9' PVC ADJACENT PROPERTY OWAIER MUST BE OBTAINED AND SUBMITTED TO THE CITY
= 9 PVC I STORM DRAIN /N PLACE PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE DN THE ADJACENT
PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRI77NG
IE 151.48 A ND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED
PR07ECT EXIST 6' AC FOR THE PROJECT UN77L THE REQUIRED PERMISSION IS OBTAINED.
I WATER IN PLACE
13 THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR DESIGNING AND
x/E 4" OUT 152.1 E PROTECT EXIST 8" VCP IMPLEMEN17NG ANY AND ALL TYPES OF SHORING SYSTEMS THAT MAY BE
NECESSARY IN ORDER TO EXCAVAIF FOR THE BASEMENT RETAINING WALL
SEWER IN PLACE UTILITIES AND PRIVATE STORM DRAIN SHOWN HEREON. NJ SOILS fNG1NEE�
E SHOULD BE CONSULTED FOR SHORING AND STABILIZATION RECOMMENDA17ONS
I,
PRIOR TO COIVSIRUC71ON. A BUILDING PERMIT IS REQUIRED FOR ANY SHORING.
14. CONTRACTOR TO LOCATE EXIST SEWER CLEANOUT ALONG EAST F' STREET &
EXTEND TO NEW RESIDENCE WITH 4" GRAVITY PVC ((SDR 35 MIN) WITH 46" MIN.
COVER & TO THE Sol T7SFAC7701V OF THE CITY ENGINEER.
15. CONTRACTOR TO LOCALE EXIST. WATER METER ALONG CORNISH DRIVE &
EXTEND SERVICE TO NEW RESIDENCE WITH 30" MIN COVER, & TO THE
SA77SFAC77ON OF THE CITY ENGINEER.
1W 160160.6))
PR07ECT EXIST. WALL * -
IN -PLACE 1 2.0' EXIST FINISH GRADE
i(156.8) I) 157.0 (IW 156.5)
DEMOLISH EXIST WALL
TW 156.0
I
CONC. MASONRY RET WALL,
(APPROX. TOP F0011NG% ___ _ P ' WALL DRAINS & W47ER
t 156.0) CONTRACTOR TO L -- _ _ _ \ PROOFING PER BUILDING
VERIFY , i1 PERMIT NO. 11 -814
Lo
J 1135 APN : 258-211-01
a
°v APN : 258 - 211 -02 a 4�
it
a FG 150.00
I I o
II I
- --
I L
" T
e
149.5
II WALL SECTION
(TW 160.6)
PR07ECT EXIST. WALL -
IN -PLACE
(1576) I I I
157.2
APPROX. TOP F0077NG
156.7) CONTRACTOR TO
I 1
VERIFY --- - -y - -� °
I. e
W
i 2
� J
APN : 258 - 211 -02
N07E N0. 17 --- - -Z °oa ` o o S° 0 s°1_ --
6" WIDE TRENCH DRAIN BY NDS' 3' WIDE PCC RIBBON GUTTER, 7' THICK ( ) OVER 6"
WITH STEEL 7RAFFIC GRATE MIN
(MIN) CLASS ll BASE ACNAL CROSS SECTION MAY VARY
BASED DN SOILS ENGINEER R VALUE TEST
T INDICATES ELEVATION PER PLAN ALLEY CROSS SECTION
N.T.S D
I RN CHECKED BY-
PLANS PREPARED UNDER SUPERVISION OF
VES ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS
3E(/ /E(I m &y: GRADING PLAN FOR :
DATE: 9 �� AA . �� LYON RESIDENCE
R.C.E. NO.: 44173 MASIH MAHER, C42519 LAWf[&E 4, W21 TIT
EXP. X30/19 cl 113/ 1 1 FLI IC W617119 DIf1ECTOR 706 CORNISH DRIVE
DATE DATE CASE N0: 11 -015 CDP
157.2
\\ A
1
'J1
153.2 I �
I J
40' " 1.0'
I
I
I
I p
I v
I
1
N.T.S F
BASEMENT WALL, WALL DRAINS
& WA7ER PROOFING PER
BUILDING PERMIT NO. 11 -814
NEW RESIDENCE
APN : 258 - 211 -01
BSMT FF : 150.0
PROPOSED PAD TOP OF FOOTING 149.2
ELEV. 149.2
WALL SECTION E
NTS
ENGINEERING DEPARTMENTI DRAWINGNO°
10907 -G
SHEET 2 OF 3
LIE
IZD
oz
i11
N
N
0
m
w t-
o
M
o" °D
J OD
vm
z o =
U -
Zaz M_ aX
N
W cc It.
Waa=
a. CD= _O
M30 1
®o
00
0 < 0
0 in 00
SEE CALIFORNIA STORMWATER QUALITY
ASSOCIATION (CASQA) STANDARD DOG. NO.
TC -1 FOR ADDITIONAL INFORMATION
I
MATCH EXISTING GRADE
CRUSHED AGGREGA7E
GREATER THAN 3'/ BUT
SMALLER THAN 610
MIN. f1LTER FABRIC EXISRNG
GRADE
SECONON A -A
NOTE CONSTRUCT SEDIMENT
BARRIER AND CHAM11i RUNOFF
_20R
TO SEDIMENT TRAPPING DEVICE
:--1 t/ FA
CORRUGATED LA
STEEL PANELS
' MIN
TYPICAL STABILIZED CONSTRUCTION ENTRANCE
NOTE. GRADING INSPECTDR MAY ALLOW CORRUGATED NO SCALE
STEEL PANELS ONLY INITHOIIT AGGREGATE.
2 BAGS HIGH (TYP.)
24' WDE (MIN.) HER OPENING
FOR DRAINAIGE OVERFLOW
WERE NECESSARY
TYPICAL VELOCITY CHECK DAM
4' PVC PIPE FOR DRAINAGE
DEPENDING ON FIELD CONDITIONS
TYPICAL INLET PROTECON
1. SET POSTS AND EXCAVA7E A
4 BY 4 IN (10 BY 10 CM)
7RENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
J. A TTACH THE RL7ER FABRIC TO
THE HIRE FENCE AND EXTEND IT
INTO THE TRENCH.
C
NOTE.•
ALIERNADVE 9I.T FENCE CONSTRUCTION MAY BE USED
lF RRST APPROVED BY THE ENGYNEER OF HORK AND
THE INSPECTOR
TYPICAL SILT FENCE
NO SCALE
CHANGE N0. I DESCRIPTION
I CHANGE oFEA/c- 1AIEER
2 AS - 23U1i III
SEE CALIFORNIA STORMWA TER QUALITY
ASSOCA77ON (CASQA) STANDARD DING NO
-5E-4 FOR ADDIDONAL INFORMATION
INDVEN FABRIC GRAVEL BAGS
STAGGERED (TYP.)
NO SCALE
NVIN SASH QUIRED
TO ACCOMODA7E
ANRCYPATED
TRAMC
-T
99
SEE CALIFORNIA STORMWATER QUALITY
A55011YARON (CASQA) STANDARD DE NO.
SE 10 FOR ADD177ONAL INFORMATON
00U FABRIC GRAVELBAG
N
2 STAPLE WIRE FENCINGNOCALE
THE POSTS
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SEE CALIFORNIA STORMWAIER QUALITY
ASSOCYA710N (CASQA) STANDARD DHG NO.
-T-I FOR ADDIRONAL INFORMATON
K
T r 2
= Fb.00671t8 '
NOIE
IRIS PLAN IS FOR TEMPORARY
EROSION CONTROL PURPOSES ONLY
RDTR TO SHEETS 1 & 2 FOR
CONSTRUCTION.
O
-- GV
STREET --
>� LOC;97iON OF EXIST SH EASj F EET
'�- CENTERLINE STRIPING NP 154'_ - -- - --
_ - 7 >� - - - - -- LL - -
_
-a= e ^VCP SEINE MMON NAME' l3ATv f t v...N N,.._
- Ptp0 EXIST 6 _
`
NEW 24 DIA OLI A ELIROPEA .�W� x t "
__ Ca vir r 0 , .. �!
C ON NAME -
PINK M LELEUCA TRt
t W 24" Di r
- -- - � WATER A, MELLZEtt A NESQPK�CCA
MATCH ' SST EDGE OF AC PAVEMENT ors �i PROTECT EXIT - G r,O; Tt1
N-
PROVIDE
OM TRANSITION AT ����
EXIST EDGE AC PAVEMENT
MFORARY SET FENCE r�
�—"— PER DETAIL Y Ally
TEIWWARY VELOCITY - CASOA DETAIL SE-1 SCO A �. 36
I - a ECII DAM PER DETAIL �-
(.2
X
y' Anw -, r
l 5
w STAB I P
r / 4
A Ff1RMtR '�
15" TREE
759.,24
•
t
1
f
PP
\ y s1
IJ
PVc pats lu't
UNIT
NEW NIT 1z
N C S 3�
156.ti
�� k.,- i r �S, ,
IEaIPOIRARYGRAVELBAOINLET 3.3i �na�_....4�t: OF 1.,4.83 1 �
6
CASQA STANDS S 14 � r � �� �4 ` WV 42 � ✓f� � aA
- I O
12 1 �
1
�S
GARAGE i
NEW
1
- WG001L''
:I _159.0 �� E�. NEW RESIDENCE
PAD
r r r� r -i -3 ,i � � F 1 Q'�'� •I, ���
J J ) f J - e n 1' ' � ® -- ' 158. SO
r VgOi 2% �� 1 \ 159.16, ,
far C
u
�V ,K
_ lu.1f rx9. B a
�( 1 B h
—� 17 R f X156.8 15A - G
36 12 ° PALM PARKING 1571 N83'1639'E �wA . 4� � , U �
c
y ,t� 5 '
20'
i } TW 155 t ► _- 4 " p
GGr -
L
F� ai
2 _ r 6 7 1 IEMOORARY VELOCITY
ft 72 t 1, DECK DAM PER DETAL --�I56 2
`t 1E ARARY SST FENCE 7' AND CA
152.3 / �', CA�t �An Z ii STANDARD T-4
i
i r
MATCH EXIST EDGE OF AC PAVEMENT /
PROVIDE SMOGr�I TRANSITION AT
- � s � ��
EXIST EDGE OF AC PAVEMENT &�/ �.
Aiy,/ .J�..._
MME atl ITT
a
Wastewater
APP
or
THE STORM DRAIN PUMP DESIGN & DETAILS SHOWN
HEREON WERE PREPARED BY: McNAMARA PUMP &
ELECTRIC, INC.
120 N. PACIFIC ST SUITE A - -2
SAN MARCOS, CA. 92069
PHONE NO. 760 / 744 - 1895
SAMPO ENGINEERING INC. ASSUMES NO LIABILITY FOR
THE STORM DRAIN PUMP DESIGN & DETAILS
NOTES•
1. THICKNESS OF AGGREGATE BASE WILL VARY WITH
SUBGRADE COND177ONS AND CLIMATE. TO BE DETERMINED
BY SOILS ENGINEER.
O A CEMENT
OR
OVERLAID OR
DRIVEWAYS
APPROVED DAIE BENCHMARK
CITY OF ENCINITAS SURVEY CONTROL - 1032,
e e 2' BRASS DISK STAMPED SD CO ENGR' ON TOP OF
E'LY CURB OF VULCAN AVENUE 200' NORTH OF E
STREET & 2.5' NORTH OF THE DWY IN THE ENCINITAS
CITY ADMNIS7RA77ON OFFICES
ELEV.: 92.004 DA7UM.• NA VD 88
SCALE
PLANS PREPARED UNDER SUPERVISION OF
VINCENT L. SAMPO
ENGINEER OF WORK
uw- rleeMae- naem.
Dartnuu:�°ii
Com- rlWgprr
Clxem
_can cl.mn4al me.,F„ .
Sea alw..wewmM
Yl fat o.y.
nrwM
28- mi
24" ID
raaO 0
ows 5
PlV pR �i
VAR
52MPLRX PUMP.
sbMUa mtmia wFS,wem,r,
MMAMARA
P PUMP A ELECTRIC, INC.
P. q Ba,BtN
San Mntom, CAQLfl19B8
- 6'10 N.htlacaL.91IMMY
is= 6naMRp. G{WOp,
,ems . psp es+nsec
Pix fleRSmlawe
E.nMi[ ^'�^POMxeam nl
�,a�P eeM1W
ri
mMry ea..
Wee Pa.
a m..
• --mom 05 °/ A ti
i s Iwxwa,lyaae..a eu•a.aasalaxwyln.
w rreros..,v.era,wma,r. «sssne.�n.owe..e•.lee eWwserrm..,.., i..
CHECKED ern ENGINEERING DEPARTMENTAPPROVALS CITY OF ENCINITAS
vLs
REUlE6VED BY: EROSION CONTROL PLAN FOR.•
AIE : MASH' MA . 1 LYON RESIDENCE
.CE. N0.: 44173 z4wFhA& A. wtiTT
%P. 6/30/13 ti 1 131 1) PU13LIC IAlDI3iI OIRECTOfi 706 CORNISH DRIVE
DATE DATE CASE N0: 11 -015 CDP
Goulds Pumps
MOTOR
PV/ Submersible Vortex
•Singe phase
V Sewage Pump
FEATURES
Mydutysumpttlewatering
■ Cormsron resister @-swam-.
ter transfer
III cast," body.
Mmnnlm
■ Thermoplastic impeller and corer
' -....,
■ Upper sleeve and lower heavy duty ball
NP
bearing cimmmmon.
Jorge: 2' Nn
■ Worm permanently 1.1mcmed for
drum capacity: 100 GPM
mended service Rip
drum hood: 22'TDH
■ Powered for cormni operamo_
ex Impeller
■ Vortex madder Is remssed to allow free
cis handling. 2" maximum sphere.
Row through casing.
perature' 104° F (400 Q maximum, continuous
■ All stings are within the wading limits
rn fully submerged.
of the motor -
Do is models indoor afloat switch.
■ Replaceable power cord. IV ad 20
oral models available.
standard lengths, heavy duty Ib13 Siriv
(ping range: see performance dmrt or curve.
will PUMA three prong. 115 or 230 volt
grounding plug.
AO
■ Complete unit m heavy duty, portable
and compact.
■ Mechanical seal IS carbon, lemmm
DEL INFORMATION
"'U' and stainless steel.
C[/s��� ' 9 ppyy
JGOULDS PUMPS
■stainless steel fasteners.
GaWtls Pumpe.. a MMd of ITT Co,,nrn .
wwo.goolA. cam
Engineered for life
T,5 out,
SMII
t0J
Rm 153.. �O ti
N g�
v
Q
o
I h
!, o
c' IWV0
FIBER ROLL O / V
I• O
I y
FH 3
I
j SIGN
9" PVC
1E 150.75
-r" \ PRO ECT EXIST 9" PVC
9 Jr STORM DRAIN IN PLACE
PROTECT EXIST 6' AC
WATER IN PLACE
i
IDAVORARY GRAN2MG HVLET PROTECT EXIST 8` VCP
PR07EC71N PER DETAIL :i AND -
O M STANDARD SE-1Q TIC SEHER IN PLACE
CG S ENl�RANC
CAASS04 DETAR �'TC-11
W
i,
I
' O
GOULDS PUMPS
Wastewater
LICATR)NS
MOTOR
Illy designed forthe following uses:
•Singe phase
idendal sewage systems
- 60 Hertz
Mydutysumpttlewatering
0115 and 230 volt
ter transfer
• eud in thermal ovedoad promotion with automatic
Mmnnlm
met.
:IFICATIONS
• Class R insulation.
NP
• Oil -filled design.
Jorge: 2' Nn
• High interrupt carbon steel shaft.
drum capacity: 100 GPM
• .50 H@ 3400 RPM
drum hood: 22'TDH
•PSG design
ex Impeller
sue'
cis handling. 2" maximum sphere.
AGENCY LISTINGS
perature' 104° F (400 Q maximum, continuous
rn fully submerged.
_
SF
Do is models indoor afloat switch.
V °'
oral models available.
< us
(ping range: see performance dmrt or curve.
Tested to UUlaand
CSA 222108 Standards
AO
By Ginnie -summits aeromson
F I. ALuli
latldi From. 150 m0M eemfimnd
DEL INFORMATION
nrE¢r
mmeoum
Paver
Mmnnlm
Minimum
SMpPing
Ne.
NP
Wfs
MMnFs
Grzni�t
plan
aPM
float swMM1 aytle
Wtl
WI
Wlorri
sue'
DlftiI
i gM
WS1M
Itl
AO
N SwilA
PVSIRV
T,5 out,
10'
6l
115
13.0
30
liar
P451A1
10'
N1spM91e
4E'
Mail
1n'
'A
f
34M
VInnyud
43
Mile
EO'
43
no�I
6.5
15
MPg
20'
V
xoro d
42
So
20
Nggyamk
ip
twtleM k
44
6.5
IS
10
44
415gtlegyAM1ngk
2
ENGINEERING DEPARTMENT DRAWINGNO
10907 -G
SHEET 3 OF 3
N
N
O
Of
W
0 O
M
c °D
J OD
C3
Z
a Z III X
z 4 00)
W
Waa =_
c7a�0
Z o I
yW
LL W —
IL t0 Z cc
Q ® do