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2012-11145 G (Plans)OF WAY NO OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE: NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE: ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND, WORK TO BE DONE A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL UPDATE REPORT, EXISTING GRADED PAD, LOT 1 OF TRACT #00 -186 WILDFLOWER VALLEY DRIVE, ENCINITAS, CALIFORNIA, APN 264 - 270 -14 ", FOR THIS PROPERTY PREPARED BY VINJE & MIDDLETON ENGINEERING, INC, DATED JUNE 1, 2011, PROJECT #11 -176 -P SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT, 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7, THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0.11145 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND ENBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. B. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT- (760)- 632 -4642 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3) 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT NEAL REYNOLDS AT (619)596- 2400X109, 24 HOURS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK 'QED p� FW S Z 4 THE BENCH MARK USED FOR THIS C DMAIIMP SRt 0 1 Q3 SURVEY IS SURVEY CONTROL STATION L tJS 10 ENC -20 AS PUBLISHED IN THE CITY OF ENCINITAS SURVEY CONTROL NETWORK (ROS 18419). I.E. ELEV.= 120.564 (NAVD88); U . \ldata \snginnerinc) \4545.0244WG \Grading \4545.02GPj -dWq, 4/4/20121:19:04 PM, mantoniadis SCALE HORIZONTAL AS NOTED VERTICAL AS NOTED STORMWATER POLLUTION CONTROL BMP NOTES (PART A) RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE, IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION, CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE, CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY, LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT, OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES, ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. ENVIRONMENTAL DATA 1) STEEPEST EXISTING SLOPE ON -SITE = 2:1 2) MAXIMUM VERTICAL DEPTH OF CUT = 2.5' 3) MAXIMUM VERTICAL DEPTH OF FILL = 2.5' 4) AVERAGE DEPTH OF CUT = 670 C.Y./ 6,200 S.F. x 27 = 2.9 FT 5) AVERAGE DEPTH OF FILL = 570 C.Y./33,300 S.F. x 27 = 0.5 FT EARTHWORK: CUT = 670 C.Y. FILL = 570 C.Y. EXPORT = 100 C.Y. REMEDIAL = 1,500 C.Y. (3' REMOVAL AND RECOMPACT UNDER AND 5' OUTSIDE OF PAVED AREAS) Y 1 i PUBLIC WORKS PLANNING & BUILDING `/ 18.1Z BY: DATE: BY: DATE: PLANS PREPARED UNDER SUPERVISION OF DATE : ° (2- R.C.E. NO.: 61158 A. AGUILAR EXP. 6/30/13 OWNER NAME MR.NEAL K. REYNOLDS 8840 HUNTER PASS ALPINE, CALIFORNIA 91901 PHONE: 619 -596- 2400x109 SITE ADDRESS 3224 WILDFLOWER VALLEY DRIVE ENCINITAS, CA 92024 APN:264- 270 -14 S.._. S V 1.� i i '41 S f'-% .J LEGAL DESCRIPTION 9 LOT 1 IN TRACT #00 -186 IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, ` CqM /NO DEL NO STATE OF CALIFORNIA. ACCORDING TO MAP THEREOF NO. 14928, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, DECEMBER 16, 2004. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. LAC SUMMIT NINE CREST VICINITY MAP NTS SIGNATURE:_! __�G'_� _ ------ -- OWNER NAME EAL RE NOLDS SOILS ENGINEER'S CERTIFICATE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING 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 11 -26 -06 AND FOR AN UPDATE ON 6 -1 -11. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND S_PECIrICATIONS. SIGNE(�Y`_s_'�r��"_-.cr__y RCE NO.:__ 1 EXP. DATE: -ja n�1 ^-12-'----------- -- - - -- i t w JOB #:11-176-P VINJE MIDDLETON ENGINEERING INC 2450 AUTO PARK WAY ESCONDIDO, CA 92029 (760) 743 -1214 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION SY THE :,TY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DF_S'NN ,AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN C` IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CI ?Y OF ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AG(_NCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY: ------------ - - - - -- DATE: -4 14 1iw �4 A.S. GUILAR t t SAN DIEGUITO ENGINEERING INC. A. AGUILAR 4407 MANCHESTER AVE. STE 105 e ENCINITAS, CA 92024 TELEPHONE NO. (760) - 753- 5525`,a RCE NO.: 61 158 EXP. DATE: DATE: 6 -30 -13 EARTHWORK NOTES: Cf CA1 FILL: 570 CY CUT: 670 CY EXPORT: 100 CY REMOVE AND RECOMPACT: 1500 CY TOTAL LAND DISTURBANCE: 39,500 SF IMPERVIOUS AREA: IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1,200 SQ FT IMPERVIOUS AREA AFTER CONSTRUCTION: 14,4CO SQ FT BUILDING FOOTPRINT 11,500 HARDSCAPE 2,900 INCREASE IN IMPERVIOUS AREA: 13,200 SQ FT PARKS & RECREATION APPROVALS REViEWEj . ^ /�/►� BY: /�/ /V ,� BY:p WN MASIH MAHER, C425197yRLAWREN A.'WATT PU LIC ORKS DIRECTOR DATE 4 ZS /I i DATE: �'?�. PGvg TE: ..ITY OF GRADING PLAN FOR: BMP STATUS STANDARD PROJECT OLIVENHAIN MUN. WATER DIST. (ENCINITAS FIRE PROTECTION LIST PLANING CASE NO: 00- IRES 2 YEARS FROM DATE SIGNED CINITAS ENGINEERING SERVICES DEPARTMENT DRAWING 40. REYNOLDS RESIDENCE 11145-0 LOT 1 TRACT X00 -186 VY' l.DFLOWER APN 264- 270 -14 8'L SHEET 1 a>F FILE NJ. 4545.0 d I%() Lo 0 to %.-00 O Z w CD _ M z 0 z W L.1 z 0 z Ld la z V) L�J C/') w z C.7 u PROPERTY LINE DATA TABLE BROW DITCH BEARING RADIUS SPECIAL NOTES AQ PIPE TO BROW DITCH BUILDING FOOT PRINT 157,44' PROPOSED RETAINING WALL QB CONNECTION DETAIL 329.88' 1. IT SHALL BE THE OWNERS RESPONSIBILITY TO MAINTAIN ALL DRAINAGE N10-33'47 "E EXISTING POWER POLE & GUY WIRE 54.9 1 ' PROPOSED PERVIOUS PAVERS ❑D SYSTEMS FREE AND CLEAR OF ALL OBSTRUCTIONS IN ORDER TO ASSURE 369.07' PLAN �E SO4'09 24 "W PROPER OPERATION. 291.17' NO SCALE NO SCALE 571.410 1 'E 2. TW AND BW GRADES REPRESENT THE GROUND ELEVATION AT THE BACK HOLES HAVE BEEN DRILLED © RECOMMENDATION TO CONSTRUCT ANY STRUCTURES WITHIN THIS AREA 40.00 19.64' AND FRONT OF THE WALL. THE ACTUAL TOP -OF -WALL AND TOP - W Q S56' 14 26'E ® 85.22' SHALL BE FITTED WITH 30 DUROMETER NEOPRENE RING OF- FOOTING AND WALL DIMENSIONS TO BE DETERMINED BY 49.50 44.83' 51'53'42" JD THE WALL DESIGNER 390.00 15.44' 2.16'06" EXISTING GRADE 3. ROOF GUTTERS REQUIRED FOR ALL SECOND STORY OVERHANGS. EXISTING � TRIM PIPE FLUSH WITH `` 4. THE LOCATION OF INDIVIDUAL UNDERGROUND UTILITY SERVICES, f- -BROW DITCH BROW DITCH, PIPE IE 0.10' PRIVATE SEWAGE DISPOSAL SYSTEMS, IRRIGATION SYSTEMS AND ABOVE BROW DITCH FL lh SATELLITE CABLE TV SERVICES IS NOT KNOWN. THIS INCLUDES BUT IS NOT LIMITED TO, ELECTRIC SERVICE LINES, GAS TANKS, GAS SERVICE LINES, TELEPHONE SERVICE LINES, WATER SERVICE LINES, -- 2 CF PCC LUG TRIM PIPE FLUSH WITH EXISTI RADE �; ' -: 2CF CONCRETE CABLE TV LINES, SEPTIC TANKS, LEACH LINES, TIGHT LINES, PATCH TO SURFACE SWALE, PIPE IE 0.10' LUG SEEPAGE PITS, IRRIGATION LINES, SPRINKLERS, VALVES, AND OF SWALE " ABOVE SWALE FL SATELLITE TV CABLE. THE CONTRACTOR WILL PERFORM THE v NECESSARY RESEARCH, MAKE EXPLORATORY EXCAVATIONS AND /OR " ' LOCATE THESE SYSTEMS /SERVICES SUFFICIENTLY AHEAD OF '• EXISTING CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE PROPERTY LINE DATA TABLE BROW DITCH BEARING RADIUS LENGTH a AQ S71.40'46'E BUILDING FOOT PRINT 157,44' PROPOSED RETAINING WALL QB S82.08'40'E' 329.88' PE, SIZE © N10-33'47 "E EXISTING POWER POLE & GUY WIRE 54.9 1 ' PROPOSED PERVIOUS PAVERS ❑D S86.34'06 E 369.07' PLAN �E SO4'09 24 "W (1) 291.17' NO SCALE NO SCALE 571.410 1 'E (2) 728.65' HOLES HAVE BEEN DRILLED © RECOMMENDATION TO CONSTRUCT ANY STRUCTURES WITHIN THIS AREA 40.00 19.64' 13'43'40" W Q S56' 14 26'E ® 85.22' SHALL BE FITTED WITH 30 DUROMETER NEOPRENE RING F/ 49.50 44.83' 51'53'42" JD BASIN OUTLET 390.00 15.44' 2.16'06" NOTE TO CONTRACTOR IT IS THE CONTRACTOR'S RESPONSIBILITY PRIOR TO THE START OF TRENCHING, EXCAVATION TO LOCATE ALL EXISTING UNDERGROUND WET AND DRY UTILITIES AND TO NOTIFY THE ENGINEER OF WORK OF ANY POTENTIAL CONFLICT WITH THE PROPOSED WORK, POTHOLING SHALL BE PERFORMED TWO WEEKS PRIOR TO STARTING WORK, THE EXISTING WET AND DRY UTILITIES SHOWN ON THESE PLANS WERE DERIVED FROM PLANS PROVIDED BY THE APPROPRIATE AGENCIES AND ARE SHOWN ON THESE PLANS FOR REFERENCE ONLY, THE ENGINEER OF WORK ACCEPTS NO LIABILITY AS TO THE ACCURACY OF THOSE PLANS AND OR ITS INTERPRETATION AS TO THE EXACT LOCATION AND DEPTH OF THE EXISTING UTILITIES ON THIS PROJECT, 8 PVC SDR -35 : , .. BROW DITCH NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING R PROPERTY LINES a TYPE B SYSTEMS /SERVICES, IT IS THE CONTRACTORS RESPONSIBILITY TO BUILDING FOOT PRINT PROPOSED RETAINING WALL DRAINAGE PIPE ® PROTECT THESE SERVICES AS PART OF HIS WORK. BROW DITCH PE, SIZE '•''} •'� a$• MAX TO PER PLAN EXISTING POWER POLE & GUY WIRE CONSTRUCTION NOTES PROPOSED PERVIOUS PAVERS DITCH POINTING SECTION DOWN STREAM 5. CONTRACTOR TO CALCULATE ALL QUANTITIES. BROOKE BOX 24 "X24" PLAN CLEANOUT ORIFICE PLATE ON SQUARE (1) REMOVE EX157ING CONCRETE SWALE AND BACKFILL TO PROPOSED GRADE NO SCALE NO SCALE 6. FOR NON STRUCTURAL AREAS CONSULT SOIL ENGINEER FOR FOUNDATION (2) CONSTRUCT 72 LINEAR FEET CONCRETE SWALE PER RSD -D75 77E IN TO MATCH EXISTING ELEVA77ON HOLES HAVE BEEN DRILLED 3" (TYP) RECOMMENDATION TO CONSTRUCT ANY STRUCTURES WITHIN THIS AREA (3j PROTECT IN PLACE INFLOWPIPE ` ® INSTALL GRAVELPAVE2 SECTION PER DETAIL PAGE It BOTTOM RIGHT 7. PROVIDE CLEAN OUT Al EVERY DIRECTION CHANGE OR 100 ALONG PIPE. ® INSTALL PERVIOUS PAVERS PER DETAIL AT BOTTOM RIGHT FOR GRADING NOTE 8. FOR STORM ROOF DRAINS CONTROL PURPOSES, AND CALL RUNOFF FROM ALL TO ® CONSTRUCT RETAINING WALL, 3 FOOT MAX HEIGHT PER SO RS0-C6 MAXIMUM ALLOWABLE WATER USAGE m CONSTRUCT IMP PER DETAIL RIGHT AND BELOW, DO NOT MODIFY !MP SEE ':NEXT SHEET COLLECTION AND DISCHARGE ONTO THE STREET AND OR INTO THE PUBLIC STORM �THOUT A CITY PERMIT (ETo)(0.62)(0.7xLA + 0.3xSLA) DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER INSTALL BROW DITCH CONNEC770N PER DETAIL LEFT (42.9)(0.62)(0.7x24,570 + 0.3x10,500) = 737,297 gol /year POLLUTION CONTROL SHALL NOT BE MODIFIED WITH OUT A PERMIT FROM THE / CITY. O' x , ` B S' i. .. . r R Et D I SE QRQPFiT LINE DATA TA?B 6 264- 2 Q -03 ABOVE TYP � •', t` � r?¢I l f �A~P' M ~ I 2_. r `4;�� • 2�1 ,7 \ 0, -.. 14 1 .. LBA01,,-z A 2 � LIMIT-OF G R 1,'? 0 , \ t \t a ti r w W 11 /11 OBSCO 8 PVC _ _. _ i \ (58S .l1RFl3. PP _. -_ _ �f ., k Ill 4 ;T x IE12a. _ PR PAST i ,� g - x LIRE �_ f b, Got \ ' \ t1. * ❑ ❑ ❑` 8NT X350 �? �;. { 1 f I' 135.6 -~. X•Ve� ;� I ` � x �. :. � \ 1 x � �, p irrtg. Bcx� s r ~ -�, ;PRA RIDING l21N ❑ ❑ ❑ ❑ � f , , 'p, / \��ur PR RIDING RING coo SEE ' ,., ( x ,, I „� P3��q❑ ❑ ❑ ❑ ❑ ❑ • , , y BN( 2 O ,I 0000❑❑❑ ,_., ._ , �r'.._s % \ 8® C PECIAL T3:$t >< 'k .l \ x ., NOTE 6 '132, i .. Ig 341 -`,. � ' Lw F 1 9.1 1 gl 1 00' .tj l \, ti FF 135.6 p +: y y J. ., x PR B 133. Gate ! / ..��•.. �; :� P F..,�- --�._' �, 4.❑ P � Q yt ',,�D t}FSCt R�D• i +n L`y` •', �1 1 W _ FF 130.0 ' R PAS] TYP'1 ❑ o E,A34.9 pq V) 1 NT �\ \ EX SDG ❑ © 129 4 ACK ` PE � / 1 33.6 ❑ ❑ ❑ LIMIT O , a, _ GRAD \ ❑ ❑ ❑ (, , C?F3S\7i' \� TYP 34 0 ❑ ❑ ❑ ' Watt s o1 y If ❑ ❑ ❑ ❑ ❑ El G 1 !1 Loll A pV 0000 Z 1 ❑'a`��❑ 3 _` -.",� �- `• ;- .?<z_ 0 0000 134.4 0 ,� Lip � -s� r 133 LEGEND BROOKS No. 2424 PROPOSED FENCE R PROPERTY LINES SEE DETAIL THIS SHEET EARTHEN DRAINAGE SWALE - ----- - - - - -- BUILDING FOOT PRINT PROPOSED RETAINING WALL Cftr PROPOSED SITE WALL BY OTHERS BROW DITCH PE, SIZE FLOW OF DRAINAGE PER PLAN EXISTING POWER POLE & GUY WIRE PP PROPOSED PERVIOUS PAVERS PO BROOKE BOX 24 "X24" NOT TO SCALE CLEANOUT ORIFICE PLATE ON SQUARE EX SEWER LATERAL APPROX LOC DIMENSIONSI.O FTGREATER EX WATER LATERAL APPROX LOC THAN PIPE CIA HOT-0IP BMP AREA GALVANIZE PLATE AFTER A-MB1. 4 "DIA FLOW • VI'/ FLOW Ik- JIB OUTF�P STORAGE BASIN OUTLET "'' S C PVC SDR-35 FLANGE S ORIFCE PLATE CONNECTION CLOSED MESH ORATE (SEE NOTE 1) PLAN VIEW NOT TO SCALE CATCH BASIN CLOSED ME7 SPECIFIED SOL MIX - .. �- BROOKS No. 2424 ,} . • ORIFICE PLATE SEE DETAIL THIS SHEET j Nd 1 i- ' � I GRAVEL - PE, SIZE PER PLAN • • - '- FLOW STORAGE BASIN OUTLET SEC T I O N NOT TO SCALE ORIFICE PLATE ON SQUARE DIMENSIONSI.O FTGREATER THAN PIPE CIA HOT-0IP GALVANIZE PLATE AFTER MIN S"(TYP) HOLES HAVE BEEN DRILLED 3" (TYP) ° NOTE L'MAX i INFLOWPIPE ` 1.ORIFICE PLATE A FLANGE CONNECTION TO CONCRETE ORIFICE DIAMETER (DA) SHALL BE FITTED WITH 30 DUROMETER NEOPRENE RING SIZED PER IMP DATATABLE ELOW 3R" DIA HOLE (TVP) FLOW CONTROL ORIFICE PLATE NOT TO SCALE BASIN OUTLET DETAIL_ Eal Gdf DI "t`UREQ`` �❑ ❑ ❑ O,0 - �1 1 5.4 35.0 ~� , Y, ` i �N UT 35 Utz Wczt1 p q _ / c� ❑ ❑ ,, �"'^ ❑�❑ ❑ ❑ ❑ ❑ ❑ SURFACE AREA FORESAY /CLEANOUr �- ❑ ❑ 13 ❑ .I. , I (NOTE 1) 51fTtsD .�� 134.6 T [ ❑ ❑ ❑ 134,4 4 HEADWALL ir' b"b Lb UNI -ECO STONE PAVERS (MIN, 3" THICK) " _� �YV 134. 1I� SEE SHEET 3 FOR PATTERN DETAIL 318 GRAVEL ( Signs ❑ 4� n ❑ F„ t "CURED 7 I -- 1 " -2" OF WASHED /CAARSf SAND __ - -- r� - r `�` j NFLOORBEEPLar z L a y AREA OF BASIN 2" 3i$" GRAD , ` ; E Y! �.... v� 341 ; 11 I EMERGENCY SPILLNfAY n 12" OF 314- S ED oC 1 0� oU o� _ `att 1 -! BASIN RNERr 0 _ , ROCK E 7E H ` - l ~PPvv`C N SEE NOTE�_�( 0 1 ly) , PLAN VIEW TOP of BASIN 81.00 8 VG SCALE " Z . -, COMPACTED SUB -GRADE > 25173 Fl F -T1(PE TG= FGELEVATION -02 W ��� (MIN. 95X OR AS PER SOILS ENGINEER'S M/RAFI BXGI1 GEOGR/D FABRIC �,, / .Y., OPENING BASIN OUTtFT FOREBAV /CLEANOIlT W � � .. __ 20 15 EX BQ�T7 F BOX 1 DETAIL ABOVE FOR PIPE C04OIT10N Z RECOMMENDATIONS) MIN, 4" SCH, 4D ($DR 35) �� % v ` by \ FO ELEVATION �7P TOP OF fl481N SURFACE FLOW NOTE., THE CRUSHED ROCK LAYER SHOULD BE PERFORATED PIPE, -. _ PROPERLY SPREAD, ADEQUATELY ROLLED, PERFORAPON ON TOP FIRE DEPARTMENT NOTES IN •v' z ?yj'.._, PERVIOUS PAVERS 'Z WELL- DENSIFIED AND INTER-LOCKED BY HEAVY PERVIOUS PAVER SEC nA' 1, ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION _ W CONSTRUCTION EQUIPMENT PRIOR 70 PLACING THE _��� AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ABBREVIATIONS IMP DATA TABLE «,TF ,� UPPER LAYERS. NOT TO SCALE V2 STORAGE ACCORDANCE WITH THE CALIFORNIA FIRE AND ENCINITAS FIRE DEPARTMENT BW = ' !- GRAVEL O BOTTOM OF WALL PER IMP TABLE Q�LUFESS /pH DW DRIVEWAY DMA BIORETENTION 0 o \� S. 4l 2. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE EG EXISTING GRADE PER 4 PERFORATEDPIPF VI STORAGE " yip - PROJECT SITE ALL OF THE FOLLOWING CONDITIONS HALL BE COMPLETED TO THE EX EXISTING AREA (sf) Vl V2 DIAMETER tuNDERDRaN) PLANrINOMUC SATISFACTION OF THE FIRE DEPARTMENT. PER IMP TABLE gvs FF FINISHED FLOOR a' SECTION A- PER Ur H /).1 t1 B FL FLOW LINE � ' 1.5' l ' 13/16" NOTE NOT TO SCALE W SAN DIEGUITO ENGINEERING, INC � 3. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE °' �`�� 1c ' o * P A PLANTING AREA 2 894- Cam' 1.5' 1 ' " 1. SURFACE AREA LIMIT DETERMINED BY EXTENT OF SPECIFIED PLANTING MD(, WHICH g APPROPRIATE INSPECTING AGENCY OR DEPARTMENT PE PAD ELEVATION IS GOVERNED By THE OUTLET SPILL ELEVATION. FOR REQUIRED SURFACE AREA ENCI MANCHESTER, SUITE 105 `�.�j- CN1l QL� 339 2.0' 1,$' S/8" REFER TO THE FACTORS AND EQUATIONS IN THE STORMVY\TERC.3GUIDEBOOK ENCINITAS, CA 92024 FOF'Cp1 - \� PR PROPOSED 3 , " 2. SIOREIENTION ENGINEERED SOIL LAYER SHALL BE SANDY LOAM SOIL MIX WITH NO PHONE: (760) 753 -5525 4. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE SF SQUARE FEET 924 1.5' 1 1 1 16 MORE THAN S% CLAY CONTENT. THE MIX SHALL CONTAIN 50807# SAW, 2030% SCALE: 1 40' A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. SWH SEWER MAN HOLE n COMPOST OR HARDWOOD MULCH, A 20­M TOPSOIL CIVIL ENGINEERING* PLANNING " = FIRE APPARATUS ROAD SH C ry0 2. v 1.5 - 5� 3. SEE IMP DATA TABLE AT LEFT ND J G 5. ALL BE DESIGNED AND MAINTAINED TO SUPPORT THE TIN TG TOP TOP O O BIORETENTION F WALL F GRATE - - _ -- LAND SURVEYING 0 40 80 IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS. FACILITY (IMP) (a NOT TO SCALE - REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT w I PR POOL. I,OGAcTION( MA ASA q A APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING RIn _ THE BENCH MARK USED FOR THIS GRADING PLAN FOR: REVISE PLANS PREPARED UNDER. SUPERVISION OF REVIEWED ---- SURVEY IS SURVEY CONTROL STATION cn 1 -/ -/ 101 .1 ENC -20• AS PUBLISHED IN THE CITY OF HORIZONTAL 1 " =40' DATE : � IZ BY: BY; REYNOLDS RESIDENCE (NAbDB&) SURY CONTROL NETWORK q, AGUI R.C.E. NO.: 61158 MASH MAHER, C42519 R!! EN A. WATT LOT 1 TRACT X00 -186 WILDFLOWER 1145 -G. w (R05 18419). I.E. L ELEV.- 120.564 VERTICAL NA PU LIC ORKS DIRECTOR APN 264 - 270 -14 a „ LAR EXP. 6/30/13 DATE: 412511 2- DATE: /2 - . ' PLANING CASE N0• 00- / b U : \ldata\engineering\4545,02\DWG \Grading \4545.02GP2.dwg, 4/4 /20121:20:33 PM, mantoniadis 8- SHEET 2'OF 3; w FILE NO. 4545.02 EI INLET PROTECTION GRAVEL BAG NOTE 1.) GRAVEL BAGS SHALL BE PLACED ALONG ALL STREET AND DRIVEWAYS BASED UPON THE FOLLOWING FORMULA: GRAVELBAGS SPACING (FEET)- 1.5, STREET SLOPE EXAMPLE: 12,00X STREET 1.5' 12.5' SPACING 2.) CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE ANY ADDITIONAL GRAVEL BAGS AS NECESSARY TO PREVENT SITE EROSION. 3.) SITE HOUSEKEEPING IS TO BE MAINTAINED ON A REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS, ADJUSTING/REPLACING SAND BAGS AND ONGOING MATERIAL CLEANUP. 4.) STABILIZATION OF SLOPES IS REQUIRED UPON COMPLETION OF SLOPE CONSTRUCTION. (I.E., HYDROSEED PLANTING, PUNCHED STRAW, ETC.). 5.) CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE AT HIS OR HER DESCRETION GRAVEL BAGS, STRAW SALE DIKE OR SILT FENCE PER DETAILS ON THIS SHEET, 6.) ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. ___-'iAPN 264-2 0703 03 ---------- 25'- �RE TBAC w- ------ -7, PR PAST " lo�4I Lj�E 1 x 7 Gate x QAI qC 2, j X 1.23 . 'o CONTRACTOR IS RESPONSIBLE TO ENSURE SHEET FLOW IS MAINTAINED ACROSS FLOW BARRIERS 1, SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING To 4 BY 4 IN (10 BY 10 CM) THE POSTS, TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS, J. ATTACH THE FILTER FABRIC To THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. REVISIONS F IN (10 cm) 4. 151ACKFILL AND COMPACT THE EXCAVATED SOIL, NOTE: SILT FENCES WITH INTEGRAL STAKES SILT FENCE CAN BE USED AS AN ACCEPTABLE NOT-TO-SCALE ALTERNATIVE TO THE 04 POSTS, SAN DIEGUITO ENGINEERING, INC 4407 MANCHESTER, SUITE 105 ENCINITAS, CA 92024 PHONE: (760) 753-5525 CIVIL ENGINEERING • PLANNING SCALE: 1 40' LAND SURVEYING 0 40 80 EXISTING 1041N, PUIRIG - WAY PROFILE PUBLIC RIGHT -OF -WAY I PLAN A I PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF- WAY STABILIZED CONSTRUCTION ENTRANCE NOT-TO-SCALE TABILZATION FOR 5% AND FLATTER FLAT AREAS OF LESS THAN 5X(LIKE BUILDING PADS, PARKING AREAS, LEACH FIELDS) SHALL HAVE IOOX PROTECTION USING GEOTEXTILES, MATS (SS-7 OR ESC20), OR OTHER MATERIAL APPROVED BY THE COUNTY FOR STABILIZING SLOPES, OR USING MULCH /WOOD CHIPS (SS-3, SS-6, SS-8), OR JUTE MATTING (SS-7), THE COUNTY MAY REDUCE THIS REQUIREMENT FOR FLAT AREAS, PROVIDED FULL SEDIMENT CONTROL IS PROVIDED THROUGH CONSTRUCTED AND MAINTAINED DESILTATION BASINS (SC-2) AT ALL PROJECT DISCHARGE POINTS. AREAS OF GRADED PADS THAT HAVE ACTIVE STRUCTURE CONSTRUCTION UNDERWAY MAY BE PROTECTED BY ROLLED PLASTIC AS PART OF A WEATHER - TRIGGERED ACTION PLAN UNTIL THE STRUCTURE'S ROOF HAS BEEN COMPLETED THE REMAINDER OF THE PAD AREAS MUST CONTINUE TO BE PROTECTED USING EROSION CONTROL MEASURES AS IDENTIFIED ON THIS PLAN SET. x l,f7 5 /of _X x It LINE DATA `TABLE It- , __ 1. 1 1 x , 4e ABOVE AP S�_ 1, 'MA FCH EX 4 'FLL3O 4 1 AR- i 5' R LJMi'r,bFj -..I--]F--- L__� T T BACK QD 3 OBS U 2 ....... I yf�� FLI 29.8 _gG�R 5' 8" 3`A `V Tcl L-§.. FL 28. IE I X V, 12 13A 'fly] ------- -V- "3o%V E3 i!�,_ L L 77- n o 411 ING JA r 0 a rj 0 0 V 13W 134,.5 0 c3 n*, Ei PECIAL 13 6 13-1 N 0 3*�o - 0 In FI-129.1 LIA U _PR a 17. Tl�p FF 135-0 A" pit X FF 130.0 PASTURF- P OVI 2,9 4 0 134,9 SEX x PA *j U�. �4- Irrtj Lj t Zt 41 L4�IT opt, ...... AOIN(- Typ 1 '14 OBSCURE 11 w I w Z:', z". 0 &0 LFFJ 0 r] n 0 .. I , x 0 LA E*:] Doc A"0I 3 -51 - zz A-I j II EI F1 13 )1�5� �15 4N y� 1 I� G, V Di 'Polk PA I C3 EI I'] n 13 0 0 P 0 a is 134.6 p 11 4 qn iT, C3 �Ikrl 7 x It V'Si gris AI 0 `1 -IS Q El END D 0 1* Fir Sig %Sig x j OZ/ GE07EXTILEs AND Aws. x GE07WILES AND At47S CAN BE USED FOR TEMPORARY OR PERMANENT SOIL STABILIZATION* AND ARE ESPECIALLY EFFECTNE ON STEEP, SLOPES AND CHANNELS GEOTEXTILES AND MATS ARE USED To REDUCE EROSION FROM RAINFALL IMPACT, HOLD SOIL IN PLACE, AND ABSORB AND HOLD MOISTURE NEAR THE SOIL SURFACE THEY SHOULD SE INSPECTED MONTHLY AND AFTER SIGNIFICANT RAJNFALL. GEOTEXTILES AND MATS NOT-TO-SCALE APPROVED DATE,, REFERENCES DATE BENCH MARK Mu SCALE 10- THE BENCH MARK USED FOR THIS SURVEY is SURVEY CONTROL STATION ENC-20 AS PUBLISHED IN THE CITY OF HORIZONTAL ENCINITAS SURVEY CONTROL NETWORK (ROIS 18419). I.E. ELEV.=120.564 VERTICAL NA (NAVD88) :\.IdataNengineeringN4545-02\DWG�Grading\4545.02GP3,dwg, 4/4/20121:23:16 PM, man.toniadis SPECIAL DISTRICT PHYSICAL CHARACTERISTICS HEIGHT/THICKNESS 3 118" = 80mm WIDTH 4 1/2" - 115mm LENGTH 9' = 230mm PAVERS PER sq ft = 3.55 PERCENTAGE OF DRAINAGE VOID AREA PER sq ft = 12.18% COMPOSITION AND MANUFACTURE MINIMUM COMPRESSIVE STRENGTH - 8000ps, MAXIMUM WATER ABSORPTION - 5Z MEETS OR EXCEEDS ASTM C-936 AND FREEZE THAW TESTING PER section 8 of ASTM C-67. x x 7 UNI ECO STONE PAVER PATTERN NOT-TO-SCALE 34.1 BMP LEGEND PERFORMED TO VERIFY STRUCTURAL GRAVEL BAG/SILT FENCE BARRIER PER SC-1, 000cno SC-6 & SC-8. Z SILT FENCE, STRAW WATTLES, OR GRAVELS BAGS . . . . PER SC-1, SC-5, SC-6 & 8. BY: AA J, BY: HYDROSEEDING, PLANTING, GEOTEXTILES, MATS REYNOLDS RESIDENCE & FIBER ROLLS PER SS-2, SS-3, SS-4, & SS-7. I STABILIZED CONSTRUCTION ENTRANCE PER TC-1. SECTION EQUIPMENT STORAGE AREA z 11145-0 TOP OF GRAVEL INLET PROTECTION PER SC-10. PUT.LI WORKS DIRECTOR F112- MATERIAL DELIVERY AND STORAGE AREA PER WM-1 Ld SOLID WASTE MANAGEMENT PER WM-5 GRAVELPAVE2 ATTACH WITH HAZARDOUS WASTE MANAGEMENT PER WM-6 DATE: -417 DATE: 2• Zo /Z SANITARY WASTE MANAGMENT WM-9 Fw_M __91 CONCRETE WASTE MANAGEMENT PER WM-8 Z� GRADING NOTES T \ ALL THE WORK ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO THE START OF ANY SUCH w WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT , v BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. y2l '0 125', 73 8F"I`Q�" _X J�L F- 11 N G 12 y I rTOM PLAN- 50 CM (19.7") SPECIFICATIONS UNITS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1") AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 538 GRAMS (19 OZ.) OR 2.2 KG (4.8 POUNDS) STRENGTH - 402 Kd/CM (5720 PSI) COLOR - BLACK (STANDARD) RESIN - 100% POST-CONSUMER FABRIC RECYCLED HDPE/LDPE WEIGHT 3,5 OZ(SY(120 6M/M TENSILE 120 L /FT (50KG/M� FLOW - 275 GAL/MIN/SF (11,200 L/MIN/M OPTIONS - CUSTOM FABRIC TO 6 OZ AVAILABLE. GRAVELPAVE2 ADJACENT GRAVELPAVE2 SEE ENLARGEMENT BELOW FILTER FABRIC ATTACHED TO BOTTOM OF GRAVELPAVE2 -GRAVELPAVE2 FILLED WITH 3/16- TO 3/8" ANGULAR GRAVEL, UNIFORM SIZE, WASHED -GREENBOOK CLASS 3 DIG BASE -FIELD TESTING SHALL BE J d "' -0 0 10 " E"N RR PERFORMED TO VERIFY STRUCTURAL U Q - SECTION Z DATE :4 /412-o rz- BY: AA J, BY: COMPACTED SUBGRADE REYNOLDS RESIDENCE L 0 SECTION z 11145-0 TOP OF GRAVEL FE PUT.LI WORKS DIRECTOR F112- Ld GRAVELPAVE2 ATTACH WITH w DATE: -417 DATE: 2• Zo /Z SNAP FIT FASTENERS z 0000000I, 00- OODOI)OC)o 0 �Q R f FILTER FABRIC - OVERLAPPING JOINTS Cp) FILL RING SECTION WITH z ENLARGEMENT 3/16" TO 3/8" ANGULAR GRAVEL, UNIFORM SIZE, WASHED FILE NO. 4545.02 COMPACTED SANDY GRAVEL BASE COURSE 0 TYPICAL GRAVELPAVE2 DETAIL Ca NOT TO SCALE CHOOSE THIS PRODUCT FOR REINFORCING GRAVEL WEARING SURFACES Invisible Structures, Inc. 1600 Jackson Street, SUITE 310 GOLDEN, COLORADO 80401 Gvdet.dwg 800-233-1510 OR 303-233-8383 FAX: 303-233-8282 z 'IlAIrsion 05A0 V /mil MA 'l-r- %,1`IIr1l 01 MA IA'SFUA PLANS PREPARED UNDER SUPERVISION OF APPROVALS REVIEWED CITY C:>F= GRADING PLAN FOR: ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. Lij =2 DATE :4 /412-o rz- BY: AA J, BY: REYNOLDS RESIDENCE 61158 MASH MAHER, C42519 LAWRIE A. WATT LOT 1 TRACT #00-186 WILDFLOWER 11145-0 w R.C.E. NO,: -"A:$� AGUILAR 6/30/13 PUT.LI WORKS DIRECTOR F112- APN 264-270-14 LLJ EXP. DATE: -417 DATE: 2• Zo /Z PLANING, CASE 'NO; 00-,/J?4 SHEET 3 OF 3 7 L=,j FILE NO. 4545.02