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2009-10375 G (Plans) Stt 4ER � y RI t CH OF WAY 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL BMP NOTES (PART A) RELATIVE TO CONSTRUCTION ACTIVI'T'IES ENCINITAS TOWN CENTER ASSOCIATES I, LLC 5 L urA IA �z NOTE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND 1010 NORTH EL CAMINO REAL OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING EMBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WABfi3flU'f ENCINITAS, CA PROJECT a DEPARTMENT AT LEAST 48 O HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, 619.954.8874 x ° OR EMBANKMENT SLOPES CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 4 LOCATION w SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION WAY. FAILURE TO DO WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY MORTAR ": 1 F THE OWNER TO WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE WASHOUT AREA TO CONTAIN WASHOUT A SITE ADDRESS. r° o AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY 0 H ACE WITH THE GRADING STUCCO PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. `: 9 KNOW WHERE HIS/HER PROPERTY LINE IS. TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. TARGET ti DRAINAGE NOTE 1010 N. EL CAMINO REAL 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS a sz 4, ;,. APN: 257-501 -08 5 OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO E�Bwo• NO CONCENTRATED DR AGE FLOWS ARE PERMITTED �' 9 LINES. WATER IS TO D AIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT LEGAL DESCRIPTION: �`: ENCINITAS 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL n''`' a BLVD. SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANELS/PLATES. PARCEL A: UTILITY NOTE: DISPOSAL OF ANY SUCH MATERIAL. LOT 34 OF AMENDED MAP OF ENCINITAS MAP NO. B. NOTIFICATIONS CONSTRUCTION VEHICLES 13258, CITY OF ENCINITAS TRACT NO. 94-066, ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. UNITS 1, II AND 111, IN THE CITY F ENCINITAS, A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, SANTA FE DR. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES N PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE, ALL MAJOR REPAIRS SMALL BE MADE ACCORDING TO MAP THEREOF N0. 13333, FILED WORK TO BE DANE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF-SITE. IN THE OFFICE OF THE COUNTY RECORDER OF A. GENERAL THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SAN DIEGO COUNTY, JUNE 3, 1996. �b ° MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL � Z 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OW NER'S CERTIFICATE v a �� BIRMINGHAM < a STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE DRIVE w STAND PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COMMENCEMENT OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE P� P SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR A. SEWERS - CSD - (760)-633-2770 OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION �� INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING AND STABILITY OF THE SITE. '� B. GAS & ELECTRIC - SDGE - (760)-438-6200 WET WEATHER. C. WATER - SAN DIEGUITO WATER DISTRICT-1 -800-227-2600 5 G�� 2. THE SOILS REPORT TITLED "GEOTECHCT # EXPLORATION REPORT" PREPARED D. TELEPHONE - SBC BELL - (760)-489-3411 �P� P� BY PSI DATED MARCH 29, 2005, PROJECT P875-55052, UPDATE DATED DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SIGNATURE: DATE - BY PSI OCTOBER 15, MAR PROJECT #873-85076, AND PERCOLATION TESTING & E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. PAVEMENT RECOMMENDATIONS LETTER DATED JUNE 26,PERCOLATION PROJECT ENCINITAS' TOWN CENTER ASSO I ES I, LLC, A DELAWARE VICINITY MAP P875-55052 (00561 DA SHALL TT CONSIDERED AS A PART OF THIS GRADING 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN LIMITED LIABILITY COMPANY NTS PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER: DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. PRINT NAME: BEN REILING RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: TITLE: CEO - - A WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, SUBJECT 633 2770. ALL 0 LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND SOILS ENGINEERS CERTIFICATE STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL REMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. IMPROVEMENT PLANS. I, ENRIQUE RIUTORT, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BE REQUIRED IN CONJUNCTION WITH D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3) PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CINDY ROBB AT (800) 587-2228, WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. MARCH 29, 2005 AND FOR UPDATES ON OCTOBER 15, 2008 AND JUNE 28, 2009. ONE COMPLETE 24 HOURS. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, hAS BEEN 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO ON-SITE CONSTRUCTION MATERIAL STORAGE SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT PR STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL NIE ALL NECESSARY MATERIALS SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS HAVE BEEN INCORP IN THE GRA G P NS AND SPECIFICATIONS. EXISTING PRIOR TO GRADING. SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. SIGNED: �•e° 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE ENRI QUE A. RIUTORT > REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND APPROVAL OF THE ENGINEERING INSPECTOR. RCE NO.: C58623 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE t aLL SURVEYOR. SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING CONCENTRATED FORMATTER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR EXP. DATE: 12-31-10 � " 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE ' DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING RAINFALL. PERIMETER AT ALL TIMES. JOB P: 873-85076 " TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY TRAINING PROFESSIONAL SERVICES INDUSTRIES, INC. p i BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR 3960 GILMAN STREET, LONG BEACH, CA 90815 PH. 562.597.3977 FAX 562.597.8459 B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE •.�' ` ,` ` STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL HOURS OF 5:30 P.M. AND 7: Q A.M. NOR ON SATURDAYS, SUNDAYS AND CITY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS STATEMENT OF ENGINEER OF WORK RECOGNIZED HOLIDAYS. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN WASTE MANAGEMENT WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK K PERFORMED HEREIN SHALL BE IN HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND SHALL BE INCORPORATED HEREON' CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633-2770. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED TI DEVICES SHOWN SHALL BE IN PLACE AT THE END OF NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS/DIKES SHALL BE PLACED AROUND SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT P.EREON THE CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO 9. ALL REMOVABLE PROTECTIVE ENGINEER AG EESPON INDEMNIFY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED TS OFFN. THE TTY ENGINEER FOR THE PROPOSED HAUL EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AND RECEIVE APPROVAL FROM THE C FORTY PERCENT Y . SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND ( ) STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE RAINFALL. TRASH MATERIAL. ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE HAULING OPERATION. SAN DIEGUITO MATER DISTRICT NOTES: MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT WORK PERFORMED BY THE ENGINEER. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT 1, REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION BY' DATE: ,/ ESSI PERMIT NO. 10375-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE OF THIS PROJECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT )(760 436-4151 . `7 WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED FREDRICK SENA91 cK AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND PACIFIC LAND SERVICES c �� J2 C SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. THE SITE. 2151 SALVIO STREET, CONCORD, CA 15752 a A ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER 925.680.6406 * FXP. 06/30/11 MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS 5752 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL RCE C15752 �'y ciVIL ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS rF EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND DISTRICT. SURFACES. Expires 06-30-11 0� cAI�F°Ci COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED oN AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST 0) COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE F�Ep�ICtc SENA °�3r/e2 AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST IMPERVIOUS AREA: Q rt OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT INTENDED USE. STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 406,533 SQ FT 00 IMPERVIOUS AREA AFTER CONSTRUCTION: 406,387 SQ FT p 0 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO EXPENSE. ENVIRONMENTAL DATA INCREASE IN IMPERVIOUS AREA: -146 SQ FT U CA PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE ZO can CONTROL SURFACE WATER AND AVOID DAMAGE DI ADJOINING PROPERTIES OR 4. UTILITIES TO MAINTAIN MINIMUM 5-FEET SEPARATION WHEN PARALLELING WATER 1) STEEPEST EXISTING NATURAL SLOPE ON-SITE = N/A REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES U FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = 3.5 CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE N w 3 MAXIMUM VERTICAL DEPTH OF FILL = 2.5' REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF U EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS ) ASSOCIATE D WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH w w co 4) AVERAGE DEPTH OF CUT = 171 C.Y./48,160 S.F. x 27 = 0.10 FT SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 4. 5) AVERAGE DEPTH OF FILL = 104 C.Y./48,160 S.F. x 27 = 0.06 FT (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED c u C T I Y In Ld � 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF SHEET I I� I I I V 0 /\ SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER EARTHWORK: GR ADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF z O 00 TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText CRUSHED AGGREGATE GREATER THAN 3" /BUT SMALLER THAN 6" CORRUGATED STEEL PANELS 50' WIN. ORIGINAL PUBLIC RIGHT- GRADE OF -WAY 1 " IRAN- UNH"IE, FILTER FABRIC » ;T *§ 'SP{$CFI \ \ TOTE. BY A SOILS ENGINEER 12" MIN UI4.LESS r FILTER FABRIC INSTALL STRAW WATTLE sez OTHERWISE SPECIFIED CRUSHED AGGREGATE BY SOIL a ENGINEER ALONG LEVEL CONTOUFF GREATEP THAN 3" BUT CRUSHED AGGREGATE GREATER AN 3" SMALLER THAN 6„ THAN * " " CRAW WAT •.E. UT SMALLER THAN 6" F PROFILE FILTER , QfIGI FABRIC N##L Z GRE 4r,* ` 50' MIN. y y ", r * • y y OR 4 TIMES THE CIRCUMFERENCE VERTICAL SPACING 12 MIN, UNLESS ytr,trrrr OTH=HERWISE SPECIFIED OF THE LARGE r VEHICLE TIRE, MATCH EX. MEASURH=[1 ALONG TkIE g „ - " „ FACE OF THE SLOPE CH F LL A STRAW WATTLE NEAR BY A S0XILS ENGINEER' WHICHEVER IS GRI ATTEST GRADE SLOPE WHERE IT TR ai ITFONS ROT VARIES BETWEEN 8' or ra seams AND 20' INTO A DEEPER SLOPE • DITCH TO CARRY RUNOFF TO A SEDIMENT TRAPPING TEMP. PIPE PUBLIC RIGHT- OF -WAY DEVICE EXISTING GROUND CULVERT AS TYPAL STRAY 13JJ 1NNS, A;�,LATI -� NEEDED IC NOT TO SCALE Q A WIDTH AS APPROPRIATE TO STRAW WATTLE Q� S• C' ACCOMMODATE ANTI? IPATED TRAFFIC SLOPE $' MIN C DIRECT RUNOFF TO R=210' ARC! " WASH R 46 SEDIMENT TRAPPING DEVICE MIN. ro PROVIDE APPROPRIATE TR, S-IT40N ; . yk ' WATER SUPPLY AND HOSE B BETWEEN STABILIZED CONSTRUCTION 3/4" r WOOD STAKES ENTRANCE AND PUBLIC RIGHT OF WAY �= MAX 4' SPACING TYPICJIL RHR1 WASH rr r CA PLAN MANY DESIGNS CAk BE FIELD ENS TREa-Q& E. E6 FABRICATED OR FABRICATED NOT TO SCALE UNITS MAY BE USED. ST N.r. 1 FIBER R-, r w RE fi 1� j N.T.S N.T.S _ERQSIP.N COTHTIROL I. ALL LOOSE SOIL AND MEWS SHALL RE REMOVED FRO-IM THE 17. PLASTER OR OTH4EHR POWDERS CAN CREATE LARGE QUANTITIES 33. DO NOT DISPOSE OF PLANT MATERIAL IN TRASH DUMPSTERS STREET AREAS UPON STARTING OPERATIONS AND PERIODICALLY OF SUSPENDED SOLIDS IN RUNOFF, WHICH MAY 8E TOXIC TO OR MIX IT WITH OTHER WASTES. CHIP, IF NECESSARY, ARID STABILIZED AREA AND THEREAFTER AS DIRECTED BY THE INSPECTOR. AQUATIC LIFE AND CAUSE SERIOUS ENVIRONMENTAL HARM COMPOST OR TAKE IT TO A LANDFILL THAT COMPOSTS YARD BADE UNIFORMLY EVEN IF THE MATERIALS ARE INERT. STORE ALL SUCH WASTE. AROUND PERIMETER 2. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES, IF POTENTIALLY POLLUTING DRY MATERIALS, ESPECIALLY OPEN EDGE OF PAVEMENT THE CITY INSPECTOR REQUIRES THEM. RAGS, WELL UNDER A TEMPORARY ROOF OR INSIDE A 34. CONCRETE DEBRIS FROM CONCRETE STRUCTURES AND BROKEN DRAIN INLET G GEOTEXTILE INLET BUILDING, OR COVER SECURELY WITH AN IMPERMEABLE TARP. PAVEMENT SHOULD BE RECYCLED AND NOT MIXED NTH OTHER EOTEXTILE DRAIN INLET BLANKET x SILT FENCE 3. ALL BASINS AND CHECK DAMS SHALL BE PUMPED DRY AND DEBRIS. BLANKET PER SE-01 ALL DEBRIS AND SILT REMOVED WITHIN 24 HOURS AFTER EACH 1P,. PROPERLY STORE CONTAINERS OF PAINTS, CHEMICALS, SILT FENCE PER 5E-01 1: LOP F STORM. SOLVENTS, AND OTHER HAZARDOUS MATERIALS IN GARAGES OR 35. DEBRIS FROM OTHER STRUCTURES (WOOD) OR OTHERS. SHOULD FLOW. SHEDS WITH DOUBLE CONTAINMENT DURING RAINY PERIODS. BE CONFINED TO DUMPSTERS, COVERED AT NIGHT OR DURING x� 3 MIN 4. DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE THE WET WEATHER, AND TAKEN TO A LANDFILL FOR RECYCLING DOTE: SANDBAGS KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. TE SITE WILL 19. PLACE DUMPSTERS UNDER ROOFS OR COVER THEM WITH OR DISPOSAL 4' - SPILLWAY BE MAINTAINED SO THAT A MINIMUM OF SEDIMENT-LADEN PLASTIC SHEETING AT THE END OF EACH WORK DAY AND REMOVE SEDIMENT 12" MIN 1-BAG HIGH 2-BAGS HIGH RUNOFF ENTERS THE STORM DRAINAGE SYSTEM. DURING RAINY WEATHER. IF YOU USE PLASTIC, PROTECT 36. HAZARDOUS DEBRIS SUCH AS ASBESTOS MUST BE HANDLED IN BEFORE REACHING 24" MAX DUMPSTERS CONTENTS FROM STORM WATER BY SECURING IT ACCORDANCE WITH SPECIFIC LAWS AND REGULATIONS, AND 24"t -- ONE-THIRD FULL 5. AS STORM DRAIN IMPROVEMENTS ARE CONSTRUCTED, ALL AROUND THE OUTSIDE OF DUMPSER. DISPOSED OF AS A HAZARDOUS WASTE. CONTACT AN SECTION A-A TYPICAL PROTECTION FOR INLET ON St�MP STRUCTURES AND INLET PIPES SHALL BE PROTECTED FROM ASBESTOS REMOVAL SERVICE FOR SAFE REMOVAL AND SECTION A-A NOT TO SCALE INFLOW OF SILT BY STRAW BALE SILT BARRIERS. 20. INSPECT DUMPSTERS REGULARLY FOR LEAKS AND REPAIR OR DISPOSAL. REPLACE ANY DUMPSER THAT IS NOT WATER-TIGHT. DRAIN INLET 6. CONTRACTOR SHALL HAVE TOOLS, EQUIPMENT, AND MATERIALS 37. APPLY CONCRETE, ASPHALT, AND SEAL COAT DURING DRY TO PROVIDE EROSION CONTROL MEASURES MADE NECESSARY 21. NEVER CLEAN OUT A DUMPSER BY HOSING IT DOWN ON THE WEATHER. KEEP CONTAMINANTS FROM FRESH CONCRETE AND 6" MIN. CONCENTRATED ROCK FILTER (USE IF FLOW BY A CONSTRUCTION OPERATION, ON THE JOB SITE BEFORE CONSTRUCTION SITE. RETURN DUMPSTER TO THE TRASH ASPHALT OUT OF STORM DRAINS AND CREEKS BY SCHEDULING OVERLAP AT FLOW IS CONCENTRATED EDGE OF PAVEMENT BEGINNING THAT OPERATION. HAULING CONTRACTOR FOR CLEANING. PAVING JOBS DURING PERIODS OF DRY WEATHER, WHEN NEW ENDS OF SILT EDGE OF SEDIMENT INLET PAVEMENT WILL HAVE TIME TO CURE BEFORE STORM WATER FENCE 7. ADJACENT PROPERTIES SHALL BE PROTECTED FROM STORM 22. NEVER CLEAN BRUSHES OR RINSE PAINT CONTAINERS INTO A FLOWS ACROSS IT. TRAP WATERS, MUD, SILT, ETC. STREET, GUTTER, STORM DRAIN, OR STREAM. SHEET FLOW DRAIN INLET I FLOW FLOW 38. COVER CATCH BASINS AND MANHOLES WHEN APPLYING SEAL L J GEOTEXTILE A A ~- B. ORE AN AUTHORIZED RESPONSIBLE TO RETAIN A FOR INSPECTION CIVIL AN ENGINEER 23• OIL BASED PAINTS, AND FILER PAINT SETTRNNERS THE COAT, SLURRY SEAL, FOG SEAL, ETC. LANKE L GEOTEXTILE MODIFICATION OF THE EROSION CONTROL DEVICES, AS DISPOSE OF EXCESS LIQUIDS AND RESIDUE AS HAZARDOUS 39. ALWAYS PARK PAVER OVER DRIP PANS OR ABSORBENT SHEET FLOW BLANKET BLANKET SPILLWAY SANDBAGS NECESSARY DURING THE RAINY SEASON. WASTE. MATERIALS, SINCE THEY TEND TO DRIP CONTINUOUSLY. LESS THAN SILT FENCE 1-BAG HIGH 2-BAGS HIGH 1 ACRE PER SE-01 SILT FENCE 9. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL VEHICLES AND 24. REUSE LEFTOVER OIL BASED PAINT. DISPOSE OF EXCESS 40. SHOVEL OR VACUUM SAWCUT SLURRY AND REMOVE FROM THE PER SE-01 HEAVY EQUIPMENT INSPECTED FREQUENTLY FOR LEAKS. LIQUID, INCLUDING SLUDGES, AS HAZARDOUS WASTE. SITE. COVER OR BARRICADE STORM DRAINS DURING SAW TYPICAL PROTECTION FOR INLET ON GRADE CUTTING TO CONTAIN SLURRY. 4� PLAN y�F �� �?F NOT TO SCALE 10. CONTRACTOR SHALL DESIGNATE ONE AREA OF THE SITE, AWAY 25. RECYCLE EXCESS WATER BASED PAINT OR USE UP. DISPOSE FROM STORM DRAIN FACILITIES OR STORM DRAIN INLETS, FOR OF EXCESS LIQUID, INCLUDING SLUDGES, AS HAZARDOUS 41. WASH DOWN EXPOSED AGGREGATE CONCRETE ONLY WHEN THE PLAN �� AUTO AND EQUIPMENT PARKING AND ROUTINE VEHICLE AND WASTE. WASH WATER CAN: A. FLOW ONTO A DIRT AREA. B. DRAIN <p �� < EQUIPMENT MAINTENANCE. ONTO A BERM€D SURFACE FROM WHICH IT CAN BE PUMPED �z p� 26. AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR AND DISPOSED OF PROPERLY. 11. CONTRACTOR SHALL NOT DRAIN AND REPLACE MOTOR OIL, CEMENT ON-SITE. QI PROTECTI TYPE 2 DI PR=OTECTI©N TYPE 3 RADIATOR COOLANT OR OTHER FLUIDS ON SITE. F NECESSARY 42. IF NECESSARY, PLACE FIBER ROLLS OR SILT FENCE DOWN 1 No DI PROTECTION TYPE M R PROTECTED - BERMS. MAKE NOT Tfl SCALE NDT 1O SCRLE TO REPLACE MOTOR OIL OR OTHER ITEMS INDICATED ABOVE, 27. STORE DRY AND WET MATERIALS UNDER COVER, EC E SLOPE OR DIVERT RUN-OFF WIT TEMPORARY B NOT TO SCALE HE OR SHE SHALL USE DRIP PANS OR DROP CLOTHS TO FROM RAINFALL AND RUNOFF. SURE RUN-OFF DOES NOT REACH GUTTERS OR STORM DRAINS. CATCH DRIPS AND SPILLS. COLLECT ALL SPENT FLUIDS, STORE IN NOTES NOTES NOES NONE RECYCLED FLUIDS CONTAINERS, RALLY MUST BE DISPOSEDOOFBAS 28. WASHOUT AREA WHERE THE WATER€WILLOFLOW DESIGNATED 43. TOLTHEASANITARY RINSE TO SETTLE AND PUMP THE F ALLOWED BY YOUR LOCAL 1. FOR USE IN AREAS WHERE GRADING 1. FOR USE IN CLEARED, GRUBBED AND 1. INTENDED FOR SHORT TERM USE. HAZARDOUS WASTE. ONTO DIRT OR STOCK PILES OF AGGREGATE BASE AND SAND. WASTEWATER AUTHORITY. WHENEVER POSSIBLE, RECYCLE WASHOUT BY PUMPING BACK HAS BEEN COMPLETED AND FINAL SOIL GRADED AREAS. 2. USE TO INHIBIT NON-STORM FLOW. 12. SWEEP UP SPILLED DRY MATERIALS IMMEDIATELY. NEVER INTO MIXERS FOR REUSE. NEVER DISPOSE OF WASHOUT INTO 44. NEVER WASH SWEEPINGS FROM EXPOSED AGGREGATE STABILIZATION AND SEEDING ARE PENDING. 2. SHAPE BASIN SO THAT LONGEST INFLOW 3. ALLOW FOR PROPER MAINTENANCE AND ATTEMPT TO "WASH THEM AWAY" WITH WATER OR BURY THEM. STREET, STORM DRAINS, DRAINAGE DITCHES, OR STREAMS. CONCRETE INTO A STREET OR STORM DRAIN. COLLECT AND 2. NOT APPLICABLE IN PAVED AREAS. AREA FACES LONGEST LENGTH OF TRAP. CLEANUP. USE ONLY MINIMAL WATER FOR DUST CONTROL RETURN TO AGGREGATE BASE STOCKPILE OR DISPOSE OF WITH 3. NOT APPLICABLE WITH CONCENTRATED 3. FOR CONCENTRATED FLOWS, SHAPE 4. BAGS MUST BE REMOVED AFTER 29. DISPOSE OF SMALL AMOUNTS OF EXCESS CONCRETE, GROUT, TRASH. FLOWS. BASIN IN 2:1 RATIO WITH LENGTH ADJACENT OPERATION IS COMPLETED. 13. CLEAN UP SPILL ON DIRT AREA BY DIGGING UP AND PROPERLY AND MORTAR IN THE TRASH. ORIENTED TOWARDS DIRECTION OF FLOW. 5. NOT APPLICABLE IN AREAS WITH HIGH DISPOSING OF CONTAMINATED SOIL. 45. WHEN BREAKING ASPHALT OR CONCRETE, CONTROL EXCESS SILTS AND CLAYS WITHOUT FILTER FABRIC. 30. CONTRACTOR SHALL MAINTAIN PORTABLE TOILETS IN GOOD DUST USING THE SMALLEST AMOUNT OF WATER POSSIBLE. 14. CLEAN UP LIQUID SPILLS ON PAVED OR IMPERMEABLE WORKING ORDER. CONTRACTOR SHALL INSPECT VISUALLY FOR SURFACES USING "DRY" CLEAN UP METHODS (ABSORBENT LEAKS. BE SURE THE LEASING COMPANY ADEQUATELY MATERIALS, CAT LITER, AND/OR RAGS). MAINTAINS, PROMPTLY REPAIRS, AND REPLACES UNITS, AS NEEDED. DRAIN W1,L, fi P "`1r- E C TI DET)MUL 15. REPORT SIGNIFICANT SPILLS TO THE APPROPRIATE SPILL 31. LEASING COMPANY MUST HAVE A PERMIT TO DISPOSE OF N.T.S RESPONSE AGENCIES IMMEDIATELY. WASTE TO THE SANITARY SEWER. 16. CONTRACTOR TO STORE STOCKPILED MATERIALS, WASTE, 32. CLEARED VEGETATION, TREE TRIMMINGS, AND OTHER PLANT CONTAINER, AND DUMPSTERS UNDER TEMPORARY ROOF OR SECURED PLASTIC SHEETING. MATERIAL SHOULD NEVER BE PUSHED INTO A CREEK OR STREAM OR LEFT IN ROADWAY WHERE IT CAN CLOG STORM DRAINS. SUCH ORGANIC MATERIAL REQUIRES LARGE QUANTITIES Underground Service Alert OF OXYGEN TO DECOMPOSE. IN A CREEK OR STREAM, DECOMPOSING VEGETATION REDUCES THE OXYGEN AVAILABLE TO AQUATIC LIFE. TOLL mm 1-fi i -41 REMONS AH >JVED DATE SAE• SPECIAL DISTRICT APPROVALS CITY (:>f= N!=,1MTA8 ENGINEERING DEPARTMENT DRAWING $ a3ull 7 •'` ( !. -{ ' :, tIGSI IHIP1lON: II �^ 4 PLA PR MAR {ENDER SUPERVI ON RE IMENDw APPROVE1: GRADING PLANS FOR: LATw ,OF WC B x 1 sff H � EROSION CONTROL QETAILS n� , HORIZONTAL AS SHOWN ��: TARGET T-1 029 1 O 3 7 J- G FRE EMCK SENA BY: BY: REME Ct VERTICAL AS SHOWN ENGINE ER R.C.E. NO. C 15752 RASH MMER P €O OMUiF SITE IMPROVEMENTS RECORD EXP. 06-30-11 DATE: @ O DATE: �Z e/ WORK PROJECT NO. 08-161 DR/CDP SHEET 13 OF 13 ELEVATION: 84:683' DATUM: ,NAB �