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2008-949 G (Plans) i FFSAN DIEGUITO WATER DISTRICT NOTES STORM WATER POLLUTION PREVENTION NOTES A. GENERAL LEM STANDARD SY 1: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD S'ECIACATIONS 5 ALL TRH BRUSIi CR AND OTN£R OBRC7KhVABt€MATERIAL Sffkff COCf£CTED, SUBDIV570N BOUNDARY -I. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE CANCREIE WASHOUT PILED OR OTHERW]SE DISPOSED OF OFF THE SIZE BY THE CONTRACTOR SO AS TO LEAVE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR FOR PUBLIC WORKS COVSNUCRON, THE DESIGN 05NSNUCIM STANDARDS OF THE CITY OF THE AREAS THAT HA U€BEEN CLEARED WITH A NEAT AND RM90 APPEARANCE FREE STRUCTURE W 7HlN THE CURETS OF THIS PROECT. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUAIEL YSIZED CONCRETE WASHOUT AREA TO CONTAIN ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGSS, ANY CHANGES OR REVISIONS FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS.RLL SIIALL BE SECURED PROPERTY LINE Tf6REFRf.M.SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR#V9DECTIfki WASHOUT WASTES ON 51E IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PIASTER AND THE FROM THE STAGS fFJGNEER AND CITY ENGINEER PRKR TO WE DISPOSAL OF ANY SUCH 2 ALL EXISTING FAM17ES WHHCII MAY AFFECT RNAL DESIGN, LE, LINE CROSSING LINE PARALLELING, OR LIKE INTO THE STORAWATER CONVEYANCE SYSTEM OR ANY RECOV LNG WATER. CONTRACTOR SHALL POST A SIGN MATERIAL EASEMENT LINE PROPOSED CONNEC77ON SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET DESIGNATING THE WASHOUT LOCATION. 2 THE SOILS REPORT TITLED "PRELIMINARY GEOTFCHNICAL INVESAGA NON - PROPOSED TEN COTS ��© W FRR D WATER a HE Sq0lW O B N D IPLANSEE ELECTRICAL SENER TO CROSS UNDER CDLIISIRUCIION SIZE ACCESS ZBMK90N 1007-1021 OCTOBER 3lfNf A� DA LETTER PR B COA TESTERS DAZED D L WP' EXISTING CONTOUR i DEC ER 14, 2007 SHALL BE CONDDEREI AS A PART OF THIS GRADING PLAN ALL GRADING SHALL 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACf'O7DANCE MIH PLANS APPROVED EXIS77NC fLEVABON X 68.8 (675) J. CONNACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WRIER BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPEC}RCARONS CONTAINED IN SAID BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING FACILITY(FIRE HYDRANT METERS VALVES VALVE BO)ES, ETC) WHICH IS AFFECTED BY 7H£IR PROJECT ALL A STING DIRT COFF SITE. SITE AL INCLUDE SHALL MATERIEL FOR VEHICLES EGRESS AND INGRESS TO PREVENT REPORT ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANOARDS NEW TOUR -- AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES'STANDARDS COMMITEE(RISC) STANDARDS. IF TRACKING DART OFF SIZE TH}S SHALL INCLUDE USING MA7ERlAC SUCH AS GRAVEL AND/OR CORRUGATED STEEL PAIdELS/PLATES 3. APPROVAL OF TIflS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES LDCA170H AND TIME Of 2. KNISH GRADING AND MLAN77NG SHALL BE ACCaMPCISIED aid ALL .COPES MRKR TO NEW EEYA7ION 10.7 FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS DRAINAGE FACILITIES NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS SEPARATE APPROVALS OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN EXPENSE CONSIRUCAGN VEILILYES AND PERMITS FOR Nfft SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS OCTOBER i AND AI'f5L 15. DAY2IGHT LINE I I II 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARA77ON WIEN PARALLELING WATER SERVICES E EROS�LIN CONTROL A SPECIFIC AREA AWAY FROM CUTTERS AND STORMORA}N SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-BYTE GRADING. GRASS - LINED SWALE 5. MINIMUM HORIZONTAL SEPARA77ON OF 10 FEET REQUIRED BETWEEN ARE HYDRAN7S AND SAN DIEGO GAS AND PARKING, VEHICLE REFUELING AND ROUTINE EOURNENF MAI N90ANCE ALL MAJOR REPAIRS SHALL BE MADE I. IN CASE EMERGENCY WbRK/S REQUIRE/) CONTACT KEVIN S)EPHENS 760 740-0885 ELECTRIC VAULTS OFF-SITE. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT DIRECTION OF FLOW PROPERTIES DURING GRADING OPERATIONS ANYINING DAMAGED OR DESTROYED SHALL BE REPLACED 2. EQUIPMENT AND WORKERS FOR EMERGENCY WV7RK SHALL BE MADE AVAILABLE AT ALL 6. ALL WATER SERVICES 70 BE CONSTRUCTED CLEAR OF aWWWAY5 AHD ALL OTHER TRAVELED WAYS WA71R E aqm CONTRA OR REPAIRED TO 0601170N EXISTING PRIOR TO GRADING. TIMES DURING THE RAINY SEASON ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON POROUS CONCRETE PAVING METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. S17E AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSIRUC770N OF TEMPORARY SEE N07E 3, 4, 5 ON SHT 2. UNLESS DETERMINED PER PLAN EROSION D AGAIN MUST BE PlR0VI0ED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE fi THE DEVELOPER SHALL BE ALL BE RE- THAT ANY MONUMENT OR BENCHMARK WHICH IS DEVICES !#TEN RAIN IS IMMINENT. HYDROS NOTES PROTECTED AGAINST DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED C/VIL 07THfRWISE BY THE SOIL ENGINEER EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EIdGIdEER OR A LICENSED LAND SURVEYOR. 3. DEVICES SHOWN GR PLANS SHALL NOT BE MOVED GR MO RED WWTHOUT THE APPROVAL EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION OF THE ENGINEERING INSPECTOR. TRENCH RESURFACING CITY OF ENCINITAS STANDARD DRAWING v I. HYDROSEEDING SHAL BE APPLIED TO ALL SCOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VER CAL) OR 7. THE CONTHACTOR SHALL DESIGN; CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING AND BONDED FIBER MATRIX STEEPER WHEN THEY AREA: SHORING,L7H STANDARDS, AND REGULACONFORMING 70 ALL LOCAL, STALE AND FEDERAL SAFETY 0 IIREE CONTRACTOR OFLITHERESTORE 1 EEERR A��EACH RDEVICES IRODU�C/NG RAINFALLL. TRAFFIC RATED 71IRF BLOCK &BW AREA NOT PER PLAN o 0 0 0 0 A THREE FEET OR MORE IN HEIGHT IN FILL AREAS NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING TO BE MODIAED NWTHOIUF PERMISSION FROM THE CITY o 0 000 000 \ B RVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT 70 NET NFA TER. 8. GRADING AND EQUIPMENT OPERA INC WITHIN ONE-HALF(1/2) MILE OF A STRUCTURE FOR HUMAN 5. THE CONTRACTOR SHALL NSTALL AD0177ONAL EROSION CONTROL MEASURES AS MAY BE 0 0 EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED OCCUPANCY SHALL NOT SITE CONDUCTED BETWEEN THf HOURS I 5 30 P.M. AND 7.•30 A.M. NOR ON REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA7ONN OR GRAVEL BAGS CASQA STANDARDS SE-6, SE-$ & BY THE CITY ENGINEER 01V€RSON DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SATURDAYS SUNDAYS AND CITY 0CIED }ZED HOLIDAYS UNFORESEEN aRCUOSTANCES NHACI MAY ARISE. SE-10 & DETAILS 'L' & `M' SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES 2 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF 9._NO GRADING OPERATIONS SHALL COMMENCE UN77L A.PREGRADING MEETING HAS BEEN HELD ONSITE 6. THE CONTRACTOR STALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS SILT FENCE CASOA STANDARD SE-1 & DETAIL '0' _ a o THE HYDROSEEOED GROWN. REMOVE EXISTING lgG€TARON OXHLY NWHfN ABSOLUTELY TO PREVENT PU8UC TRESPASS ONTO AREAS WHHEN IMPOUNDED WATERS CREATE A NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGNEER, GRADING HAZARDOUS C007/ON. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING NATURAL GROUND COWN.. CONTRACTOR AND PERMITTEE THE PREGRADE MEETING SHALL BE SCHEDULED NTH THE CITY AT STABILIZED CONSTRUCTION ENTRANCE CASQA STANDARD TC-1 DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 7 ALL ER05YON CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL & DETAIL N' A. SEED MIX SHALL CONSIST OF NO LESS THAN, BE INCORPORATED HEREON TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTON IS NOT IMMEl1/AIELY PLANNED 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MA TO ANY PROPOSED CONSTRUCTION SITE 2 20 LBS PER ACRE O ROSE GLOVER WITHIN THIS PRO,AECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROMH THE CITY 8 GRADED AREAS AROUND THE PROXCT PERIMETER MUST BRAIN AWAY FROM THE FACE 2. 20 LBS PER ACRE OF ZORRO FESCUE FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING EAST-HROWING ANNUAL AND POROUS PCC DRIVEWAYS AND SIDEWALKS SHT 2, NOTES 3, 4 & 5 3 3 LBS PER ACRE OF E SCHOOL CIA CALIFOMNA PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL ENCNEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 4. R IBS PER ACRE OF ACH}CLEA MILLEFOUA AND REQUIREMENTS THE CITY ENCNEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERA 9. ALL REMOVABLE PROIECAVE DEVICES SHOWN SHALL BE IN PLACE A7THE END OF EACH 5 3 LBS PER ACRE OF ALYSSUM CARPET A SNOW PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AC77WPES ARE ( ) COMPLETE: It UPON RNAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR 70 ANAL NORKING DAY NHEN THE HVE(5) DAY RAIN PROBABILITY FORECAST EXCEEDS FokTY 2'AC OVERLAY PER PLAN 6. 112 LB PER ACRE OF DIMORPHOLECA GRADING APPROVAL AND/OR RNAL RELEASE OF SECURITY, AN AS-&WADED CERDACAHON SHALL BE PERCENT(40%) SLT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 7. IITtEMMS C, D, E, AND F OF THIS SUBSECTION MAY BE OM/TIED ON LOCATIONS WHERE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PROVIDED STA TING. "THE GRADING UNDER PERMIT N0.�G HAS BEEN PERFORMED IN 10 SHOULD GERMINATION OF HYDROSfEDED SLOPES FAIL TO PROtRD££FFECT/IE COVERAGE )THE AREA BEING HY'OROSEFRED IS NOT VISIBLE FROM EITHER A PUBUC STREET OR SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED MASONRY RETAINING WALL PER PLAN RESDENTAL STRUCTURES ON-SITE CWSTRUC17LW MATERIAL SAMAG'E AS GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY 771E DATE AND SIGNATURE OF THE CIVIL ST GRADED SLOPES OYED S AW I ) PRIOR TO NOVEMBER 15 1H£SLOPES SHALL BE ENGINEER WHO CfRTIRES SUCH GRADING OPERATION. STABILIZED WITH PMENT C STRAW/ANDB STALLED IN ACCORDANCE CALIFORNIA SECTION 35PAR E THE 8. IIfM A OF THIS SUBSECTION MUST BE INOCULATED WITH A Nl7ROGEN AXING EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STALE OF CAIA DEPARTMENT BACTERIA AND APPLIED DRY ETHER BY DRILLING OR BROADCASITNG BEFORE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR OF CONSERVATION. HYIROSEEDING SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE 8 N077RCABONS SECONDARY CONTAINMENT FOR ALL F7/E STORED ON-91 SOILS ENGINEERS t�RflfIGAIE 9. ALL SEED MATERIALS SMALL BE 7RAN90RU TO THE J OBDTE IN UNOPENED 1. THE EXISTENCE"AND LOCATION OF UNDERGROUND U77LITY PIPES AND SIRUCTURES SHOWN OW THESE ABBREWAR NS CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE Elk NATE OR REDUCE POLLUTION OF STORMWATER FROM STDCKPIL€S KEPT ON-SHE STOCKPLES MAY INCLUDE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNO{KEDGE I JOSEPH C. SMYTH. A REGISTERED CIVIC ENGINEER IN THE STATE OF CALIFORNIA, AC = ASBES70S CEMENT PIPE }E= INVERT ELEVA770N SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY THERE ARE NO EXISTING UPLI17ES EXCEPT AS SHOWN ON THESE PLANS HOWEVER.• THE CON7RACTOR PIBNCTPALLY DOING E#UDNESS IN THE R€LD OF APPLIED SOIL MECHANICS HEREBY CERTIFY C£RTIRCARON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. FROM CONCENTRATED STORMWA TER ROWS AND STORMDRAIN ME7S. STOCKPILES SHALL BE COVERED OR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 70 PROTECT ANY EXISTING UTILITIES OR 7HAT AN UPDATED TO THE PRELIMINARY GEOTECCHNICAL iNVES71GARON PREPARED BY BVC = BEGIN VERTICAL CURVE IF= LINEAR FEET PROTECTED WIN SOIL STABILIZA77ON MEASURES AND PROWLED NTH A TEMPORARY SE WMENT BARRIER AROUND COAST GEO)ECHNICAL WAS MADE BY MEOR UNDER MY DIRECTION DEGEM�R 14 2007 BW= BOTTOM OF WALL PLR = POINT OF CURB RE71JRN 1O NON-PHY(0-TOXIC i{ETTING AOfNTS MAYBE ADDED TO TIHf HYDROSE£D SLURRY STRUCTURES LOUATED AT THE W7OPK SITE. T IS THE CONTRACTORS RESP�SBILITY TO CONTACT JTHE AT THE DISCRE77ON OF THE CONTRACTOR. THE PERIMETER AT ALL TIMES FOL LOWING OWNERS OF SAID U77U77ES OR STRUCTURES PRIOR TO ANY EXCAVATION, VERIRCA77ON AND FURTHERMORE l HATE REVIEWED THESE GRADING PLANS AND CERTIFY THE CA TV= CABLE TFLEV15ON PVC = POL YVINYL CHLORIDE LXA17ON OF UTILITIES AND N017RCA77ON OF COMMENCEMENT OF KORK.• RECOMMENDATIONS UNCLUDED IN 7HE SOILS REPORT FOR THIS PROJECT HALE BEEN CT= COURT SMH = SEWER MANHOLE B. TYPE I MULCH APPLIED AT THE RA IF OF NO LESS THAN 2,000 IRS PER ACRE TYPE 6 TIMING INCORPORATED IN THE GRADING PLANS AND SPEC/ACA(IONS. MULCH (STRAW) MAY BE SUBSPAI ED. ALL OR PART, FOR HYDRAULICALL Y APPLIED SAN DIEOUHTO WATER DISTR ICT 760-633-2709 EVC=END VERTICAL CURVE TG = TOP OF GRATE ��� /O TIBER MA1fRlA1. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SCOPE BY CONTRACTORS'EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY Of ENCINITAS SHALL BE TRAINED TO BE SAN DIEGO GAS & ELECTRIC }-8DQ-42p-4},33 �� M EP = EDGE OF PAVEMENT 1W= TOP OF WALL MECHANICALL Y PUNCHING NO LESS THAN 5OX OF THE STRAW INTO THE SOIL. FAMILIAR NIH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP NOTES PACIFIC BELL 1-800-422-4133 SIGNED: k � S FL = FLO NINE VC = 07TCAL CURVE SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNERS) ANO THf PRIME CONTRACTOR CABLE TV(D}HENDON CABLE SEANCES t-8110 422-4133 �® Fl o FG= F7NIDH GRADE WM= WATER METER C FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15X MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIIT OWN RESPON57811MES SEWER - LEUCADIA WASTEWATER D}SACT 760-753-0155 RGE 710. 1650 � AF= KNISH FLOOR WY= WATER VALVE SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE ¢ E R 9/3o/os FFl = FIRE HYDRANT WASTE MANAGEMENT 2, CONTRACTOR SHALL NOTIFY 7HE CITY ENGINEER'S OFFICE 46/HOURS PRIOR TO BEGINNING ANY EXP. DAIS 09130109 f H = MADE BREAK 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED(NG BY NVRK ON THIS PROJECT PHONE.• (760) 633-2770 sr� civil A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION C o �� HP = HIGH POINT MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO 3. THE CONTRACTOR SHALL GIVE 14 HOURS NOTICE ON CALLS FOR (NS'ECDON. PHONE' (760) �cAL�F I. TRACK WALKING SLOPES STEEPER THAN 6.•L THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. AND 03 REMOVAL.LL WORK PERFORMED {t9T1HOUT BENERT OF INSPECTION WILL BE SUBJECT TO RECCTION STATEMENT OF ENGINEER OF I{17RK 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE NO SEEPAGE FROM DOMPSIERS SHALL BE DISCHARGED INTO OWL?..' KEVIN STEPHENS STORV#ATER BERMSfDIKES SHALL BE PLACED AROUND DUMPSTERS C. GRADING THE UNDERSIGNED ENGNEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL K.F. STEPHENS INC. B. CONDIT70NING THE SOILS SO THAT IT IS SUITABLE FOR PLANBNG BY TO DIVERT 771E NA�TUURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGN£ERS 1500 WEST 11TH, SU17E 24 LIDS SHALL REMAIN COSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES L ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIRED SOILS ENGINEER OR UNDER HIS TRADE OR PROFMON. THE ENGINEER FURTHER AGREES THAT lAF NORK PERFORMED ESCONDIDO, CA 92029 I. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT S 7URA7ED3 WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATON PLACEMENT AND COMPACTION OF ILLS HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGUTAPONS REQUIRED BY THE A MATERIAL. AND BACKFILLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND CITY OF ENCINITAS THE ENGINEER AGREES' THAT ANY PLANCHECK OR REVIEW PERFORMED WE ADDRESS 1007-1021,1019, 1011, A & B fHERMES AVENUE SEED BfO. WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS BY THE CITY OF ENCINITAS IN 17S CAPACITY AS A PUBLIC EN77TY FOR THE PLANS LEUCADIA, CA 92024 2. THE ADDITION OF SOIL AMENDMENTS PH ADJUSTMENT, LEACHING OR COVERING SALINE MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WATER-BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT HE SHALL STATE THAT INSDEC7701VS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE AND CONCRETE; NDOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-IECYCCABLf MATERIALS MUST BE THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE SOILS TO PROVDE VABIE CONDITIONS FOR GROWTH ASSESSOR'S PARCEL NA: 254-325-43, 44, 45 TAKEN 7O AN APPROPR}ATE LANDRLL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVA710NS ARE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DEIGN OF HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UN77L 79F PROJECT IS OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL FREE AT(800) 714-1195 FOR ACCEPTABLE FOR THEIR INIENDED U5E IMPROVEMENTS BASED THEREON THE ENGINEER AGREES TO INDEMNIFY AND HOLD LEGAL DES7,Y,'IPPON' PERMANENTLY LANDSCAPED OR, FOR AREAS 1VWIERE HYOROSEEDING IS THE PERMANENT LANDSCAPING UNN. THE INFORMATION ON LANDALLS AND TO ORDER DUMPSTERS CALL EDCO AT(760) 436-4151 HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSRVE PROPERTY DAMAGE OR BODILY INY ARISING SOLELY FROM TINE NEGLIGENT AC7S, PROJECT IS COMPLETED AND ALL SECURITY RELEASED. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID ERRORS OR OAISSONS OF THE ENCNEER AND HAS HER AGENTS OR EMPLOYEES ACING PARCEL A: AROUND THE SITE. DAMAGE 70 ADJOINING PROPERTIES OR TO RNISHED WORK ON THE S7E AND SHALL TAKE REMEDIAL WTH}N FIE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF ALL LOTS 9, 10 AND 11 OF BLOCK 4 OF SOUTH COAST PARK, IN THE CITY OF EAVLYNITAS MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TTME AS PERMANENT THE WORK PERFORMED BY THE ENGINEER. COUNTY OF SAN DIEGO, STATE OF CAUFORNIA, ACCORDING TO MAP THEREOF N0. 1776, PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED fREQUEN7CY FOR LEAKS CONTRACTOR DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. RUED IN THE OFFCE OF THE COUNTY RECORDER OF SAN OIEGO, COUNTY; JANUARY 11, ,HALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORED RA/N INLETS ON 1924. PERVIOUS SURFACES J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE TILLED AND ALL SHALL BE PLACED IN ACCORDANCE WITH STANDARD S DEC97CA77ONS ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL �„ EXCEPTING THEREFROM THE# SIEaY 145.00 FEET OF LOTS 9 AND 10 AND THE SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURF UPON WHICH THE RLL lS ]O BE SAMPO ENGINEERING, INC. SOUTHERLY 60.00 FEET OF THE WESTERLY 145.00 FEET OF LOT 11 THEREOF. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMDRAIN. CONTRACTOR 44173 MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE IRAVELED AWAY FROM CONSTRUCTION SITE. PLACED LOOSE ALL AND ALLUWAL SOILS SHALL BE REMOVED 70 SUITABLE RRM NATURAL GROUND. 1034 SECOND STREET aIU THE EXPOSED SOILS SHALL BE SCARIRED TO A DEPTH OF 6'AND THEN COMPACTED TO A MINIMUM ENCINITAS, CA 92024 PARCEL B. OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 70 PLACE, SPREAD, WATER AND (760) 436-0660 LOT 10 IN BLOCK 4 OF SOUTH COAST PARK, IN THE CITY OF ENCINITAS, COUNTY OF SAN COMPACT THE AU IN STRICT ACCORDANCE WIN SPEOPCA77ONS � DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1776, FILED IN THE OFFCE OF THE COUNTY RECONOER OF SAN DIEGO, COUNTY, JANUARY 11, 1924 4 CUT AND ALL SORES SHALL BE CUT AND TRIMMED TO KNISH GRADE 70 PRODUCE SMOOTH BY 1/ e( - DATE 41;U10? SURFACES AND UNIFORM CROSS SECTIONS THE DOPES OF EXCAVATIONS AND EMBANKMENTS SHALL VINCENT L. SAMPO RCE 44173 - EXCEPTING THERFROM THAT PORTION OF COT 10 SHOWN IN PARCEL A IN THAT CERTAIN BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT DOCUMENT EN77Tt€D CERT FICATE OF COMPLIANCE RECORDED JANUARY 19, 1978 AS FILE AND ORDERLY CONDITIONN, ALL STONE, R007S AND OTHER WASTE MATTER EXPOSED OR EXCAVATION NO 78-024670 OF OFFICIAL RECORDS OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SOPES SHALL BE ROUNDED IN ACCORIANCE NTH THE PARCEL C. GRADING ORDINANCE. EARTHWORK.' SOUTH COAT PARK IN E CITY THE OESTERLY OF WhVI A 1 COUNTY OF SAN DIEGO, BLOCK A/E OF OF CALIFORNIA, ACCORDING TO MAP THEREOF N0.i776, FILED IN THE OFFCE OF THE ONUS CERIIfICAIE CUT = 1500 CY COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY 11, 1924. ALL = 300 CY = IT IS AGREED THAT RELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS EXPORT= 1200 CY IT IS FURTHER AGREED THAT THE OWNER ((DEVELOPER SHALL HAVE A REGISTERED GIRL REMEDIAL/RECOMPACITON = 7500 CY v N ENGINEER MAKE SUCH CHANCES ALTERATIONS, OR A�977ONS TO THESE PLANS WHICH THE CITY a ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF EXIST IMPERVIOUS SURFACE = 22,529 SF (INCLUDES RESIDEN77AL BUILDING, E GL UCU m m THE IMPROEMENTS SITE DRIVEWAYS & PATIOS) I HEREBY CERTIFY THAT A REGISTERED SOILS ENGNEER OR GEOLOGIST HAS BEN OR WILL BE NEW IMPERVIOUS SURFACE = 16,050 SF (INCLUDES RESIDEN77AL