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2006-372 GP (Plans)RIGHT OF WAY NOTE: 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 IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW THE LOCATION OF THE PROPERTY LINES. UTILITY NOTE: ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. DRAINAGE NOTE: NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. EARTHWORK NOTE: EARTHWORK, CUT OR FILL, WHICH IS OVER 50 CUBIC YARDS, REQUIRES AND ADDITIONAL ENGINEERING GRADING PERMIT 40 CUBIC YARDS CUT PER LOT FOR PRECISE GRADING. TRENCH SPOILS - 2,760 CUBIC YARDS EXPORT - 2,760 CUBIC YARDS GRADING PERMITTED UNDER DWG 11372 -G CONSTRUCTION BEST MANAGEMENT PRACTICES(BMP) NOTE: EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE). POST - CONSTRUCTION BEST MANAGEMENT PRACTICES(BMP) NOTE NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMP'S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT. TOTAL AREA OF NEW IMPERVIOUS SURFACES = 263.973 SO. FT. GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES, WHETHER SHOWN HEREON OR NOT, AND PR07ECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. Z NEI7HER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS 714E CONTRACTOR SHALL BE SOLELY RESPONSIBLE THEREFOR. J. LOCATION AND ELEVATION OF ALL EXISTING IMPROVEMENTS R1774IN THE AREA OF WORK SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILTIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXIS77NG FACILITIES. 4. DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC OR PRIVATE SEWER SERVING SUCH DRAINAGE PIPING SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY INSTALLING AN APPROVED TYPE BACKWATER VALVE. FIXTURES ABOVE SUCH ELEVATION SHALL NOT DISCHARGE THROUGH 7HE BACKWATER VALVE ENGINEER'S NOTES 1. SEE TRACT MAP AND EASEMENT PLATS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798. J. FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN ± ARE APPROXIMATE 4. SETBACKS ARE MEASURED TO THE NEAREST VERTICAL PROJECTION. 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE. 6. SEE ENGINEER'S PLANS FOR LOCATION OF UTILITIES. Z NO DRIVEWAYS SHALL EXCEED 1238 GRADE WITHOUT A 4' VERTICAL CURVE AT GARAGE AND RIGHT OF WAY. (SEE DETAIL SHEET 2) 8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION. 9. ALL FILL TO BE APPROVED COMPACTED FILL. 10. LOTS SHALL BE GRADED IN ACCORDANCE WITH THE CITY OF ENCINITAS 11. CONTRACTOR TO PROVIDE TEMPORARY SANITATION FACILITIES. 12. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45' TO THE HORIZONTAL, EXTENDING DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT INTERSECT ANY PART OF AN EXCAVATION FOR UTILITIES, DRAINAGE, ETC. 13. FRONT WALK PER LANDSCAPE PLANS 14. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD No. G -14A. 15. GARAGE FLOOR ELEVATION IS AT DOOR (2" FALL FROM REAR) AND EQUALS GROUND ELEVATION AT HOUSE LINE UNLESS OTHERWISE SHOWN. 16. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND CONTRACTOR FOR RESOLUTION. 1Z WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS. 18. ALL PVC DRAIN LINES SHALL BE 4" SOLID WALL (UNLESS OTHERWISE NOTED), SCHEDULE 80, 1% MIN SLOPE. 19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE -D BASIN OR EQUAL. 20. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1.094 SLOPE. 21. SETBACKS FOR THIS PROJECT ARE PER SITE DEVELOPMENT PLAN, CASE NUMBER 03 -090. 22. SEE SOILS REPORT 'SOIL AND GEOLOGIC RECONNAISSANCE, ASTOR GARDENS, ENCINITAS, CALIFORNIA." DATED JANUARY 5, 2004 PREPARED BY GEOCON INC. 23. FOR ROUGH GRADING PLANS AND SPECIFICATONS SEE CITY OF ENCINITAS DRAWING NO. 372 -G. 24. STREET CURB, & PAD ELEVATIONS ARE PER EXIST. PLANS AND SHOULD BE VERIFIED IN THE FIELD. IF ACTUAL ELEVATIONS VARY FROM THOSE SHOWN, NOTIFY THE ENGINEER OF WORK AT (858) 558 -4500. 25. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED 03126113 26. DRIVEWAY PAVING MATERIAL TO BE 4" P.C.C. MIN. 27. STREET ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE. 28. SEWER T2 CLEAN -OUTS ARE PER LEUCADIA WASTE WATER DISTRICT STANDARDS. 29. STORM WATER FROM AREA DRAIN SYSTEMS DRAIN INTO STREET WHERE IT IS COLLECTED BY THE STORM DRAIN SYSTEM AND RELAYED TO THE WATER RETENTION BASIN. PUBLIC WORKS REVIEWED BY: REVISIONS ENCINITAS FIRE DEPARTMENT -7 APPROVED I DATE I REFEREN STORMWATER POLLUTION CONTROL BMP NOTES: CONCRETE WASHOUT: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES: A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE: STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING: CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL HE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS, DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOTING 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. • A, 0 CITY OF ENCINITAS, CA PROJE( SITE VICINITY MAP NOT TO SCALE II 43 42 47 �� 44 ' ' 41 48 611 45 ti r 40 1 -t 1 •s �I 49 r 64 69 Z r5O 51 > 65 68 QI 66 67 Z Y 53 52 63 62 �I W 1 54 C) - 61 co 55 60 5 I 56 57 8 59 1 CORAL COVE WAY I I AS- 3 U1 L T I LEUCADIA WASTEWATER DISTRICT i O -O l8 l2ec DATE: B*,) DATE: Y: DATE BENCHMARK SCALE 6 ' I& DESCRIPTION: BM 145 LOCATION: ON LA COSTA BRIDGE OVER AT &SF HORIZONTAL 1 " =20' RAIL RD ON SE CORNER OF CONCRETE WALKWAY ABOUT 100 FT. EAST OF HWY.101 VERTICAL RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 59.368DATUM: NGVD29 '3 LEGAL DESCRIPTION: LOTS 1 THROUGH 79, INCLUSIVE, OF TRACT NO. 03 -090, CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 15613, RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER SEPTEMBER 19, 2007 AS INSTRUMENT NO. 2007 - 0615341 OF OFFICIAL RECORDS. ASSESSOR'S PARCEL NO.: APN ASSESSOR'S PARCEL NO.: 254 - 061 -01 SITE ADDRESS: 1657 NORTH VULCAN AVENUE ENCINITAS, CALIFORNIA 92024 DEVELOPER: FOR GRADING & IMPROVEMENT PLANS SHEA HOMES SEE DWG 372 -G & 372 -1 9990 MESA RIM ROAD SAN DIEGO, CA (858) 526 -6500 LEGEND OF ABBREVIATIONS: PCR POINT OF CURB RETURN RT RIGHT TC TOP OF CURB LT LEFT GB GRADE BREAK TW TOP OF WALL BVC BEGIN VERTICAL CURVE BW BOTTOM OF WALL EVC END VERTICAL CURVE RP RADIUS POINT PV/ POINT OF INTERSECTION N.T. S. NOT TO SCALE BC BEGIN CURVE CTB CEMENT TREATED BASE EC END CURVE MVC MODIFIED VERTICAL CURVE HP HIGH POINT OPT OPTIONAL LP LOW POINT GFB GARAGE FLOOR BACK FL FLOW LINE GFF GARAGE FLOOR FRONT FS FINISHED SURFACE OF DEEPENED FOOTING ST STREET TG TOP OF GRATE REFERENCE DRAWINGS: ROUGH GRADING CITY OF ENCINITAS DWG. 372 -G PUBLIC IMPROVEMENTS CITY OF ENCINITAS DWG. 372 -1 PLANNING CASE CITY OF ENCINITAS CASE # 03 -090 SHEETINDEX SHEET #1: KEY MAP, NOTES, VICINITY MAP & LEGEND SHEET 12: DETAILS SHEET #3: PRECISE GRADING (SINGLE FAMILY ATTACHED HOMES) SHEET #4: AREA DRAINS (SINGLE FAMILY ATTACHED HOMES) SHEET #5 - #7.• PRECISE GRADING (SINGLE FAMILY DETACHED HOMES) 177 ASHBURY STREET �Z 15 14 13 12 11 10 & ASSOCIATES 9 8 48670 FIRE HYDRANT ASSEMBLY (PER IMPROVEMENT PLAN) -� S A N D I E C O. INC C 3-014,N VANCE EXP. Q STONESTEPS WAY 22 23 3 SHEA HOMES mQ W� 16 17 18 19 20 21 ENGINEERING San Diego, Ca 92121 SAN DIEGO, CA STORM DRAIN (PER IMPROVEMENT PLAN) - -- - -- ........ SURVEYING PH(858)558.4500• FX(858)558-1414 (858) 526 -6500 EARTHEN SWALE -� REVIEWED BY PROPOSED SPOT ELEVATIONS F� LOWER GARAGE FINISH FLOOR 0 DEEPENED FOOTING RETAINING WALL (PER GRADING PLAN) FENCE (PER LANDSCAPE PLAN) - - -- .____. _.___ ;_____X._____- NUMBER OF RISERS CONCRETE STEPS = -------- - - - - -- 6 HEIGHT OF RISER (IN.) COURTYARDS PAVES (SEE DETAIL THIS SHEET)> ( l 31 30 29 28 27 26 25 24 O CORAL COVE WAY W m 32 33 34 35 36 37 38 39 6 WILTAFT'l. 1 " -80' OWNER'S CERTIFICATE 7 j I 6 I 5 1 4 I 3 I 1 2 I 1 1 1 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS DE7ERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. 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 I If Ll l Designed By I Drawn By Checked By J.D. I J.D. I R.L.M. By. /V' A a BY. ans Prepared Under Supervision MASH MAHER C42519 GLENN PRUIM C51274 Et Date 7! 76/V 3 PUBLIC WORKS DIRECTOR RA OND L. MMI - R.C.E. No. 48670 Date: 7125/13 Date: DA LEGEND: LOT NUMBER �Z BUILDING TYPE HUNSAKER PAD ELEVATION y for: z FF =735.0 & ASSOCIATES SIGNED: W N0. 48670 FIRE HYDRANT ASSEMBLY (PER IMPROVEMENT PLAN) -� S A N D I E C O. INC C 3-014,N VANCE EXP. 6/30/14 a WATER SERVICE LOCATION 3 SHEA HOMES �> �Q PLANNING 9707 Waples Street 9990 MESA RIM ROAD O1 CAt•tf ENGINEERING San Diego, Ca 92121 SAN DIEGO, CA STORM DRAIN (PER IMPROVEMENT PLAN) - -- - -- ........ SURVEYING PH(858)558.4500• FX(858)558-1414 (858) 526 -6500 EARTHEN SWALE -� REVIEWED BY Ll l Designed By I Drawn By Checked By J.D. I J.D. I R.L.M. By. /V' A a BY. ans Prepared Under Supervision MASH MAHER C42519 GLENN PRUIM C51274 Et Date 7! 76/V 3 PUBLIC WORKS DIRECTOR RA OND L. MMI - R.C.E. No. 48670 Date: 7125/13 Date: DA LEGEND: LOT NUMBER 1 7 BUILDING TYPE PLAN 2R PAD ELEVATION PAD =735.0 FINISHED FLOOR ELEVATION FF =735.0 SUBDIVISION BOUNDARY -- STREET LIGHT (PER IMPROVEMENT PLAN)' FIRE HYDRANT ASSEMBLY (PER IMPROVEMENT PLAN) -� SEWER BACKFLOW PREVENTER ®F SEWER SERVICE LOCATION h, WATER SERVICE LOCATION 3 EX. SEWER (PER IMPROVEMENT PLAN) EX. WATER (PER IMPROVEMENT PLAN) 4" PVC AREA DRAIN AREA DRAIN PIPE CLEANOUT 6" NOS SPEE -D BASIN (OR EQUAL) STORM DRAIN (PER IMPROVEMENT PLAN) - -- - -- ........ TYPE TYPE B' CURB INLET (PER IMPROVEMENT PLAN) TYPE 'A' CLEANOUT (PER IMPROVEMENT PLAN) EARTHEN SWALE -� X33, 0 p PROPOSED SPOT ELEVATIONS F� LOWER GARAGE FINISH FLOOR 0 DEEPENED FOOTING RETAINING WALL (PER GRADING PLAN) FENCE (PER LANDSCAPE PLAN) - - -- .____. _.___ ;_____X._____- NUMBER OF RISERS CONCRETE STEPS = -------- - - - - -- 6 HEIGHT OF RISER (IN.) COURTYARDS PAVES (SEE DETAIL THIS SHEET)> ( l DEN07ES AFFORDABLE UNITS S.F.R. PLAN TYPE 1 A - A 1-1 PLAN TYPE) :� I j ELEVATIONS TYPE SCHEME TYPE TRIM OPT. STATEMENT OF ENGINEER OF WORK LV THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE Z ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER L FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN Q ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF Q ENCINITAS. 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 2 DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY 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 AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNED: �__� -- L3 -- 7 MONO L. MARTIN - DATE R.C.E. NO. 48670 EXP. DATE. 0613012014 JOINT FILLER (1/8" TO 114" CRUSHED ROCK) 2" BASE COURSE (318" TO 112" CRUSHED ROCK) 3 114" AQUA -BRIC PAVERS - 2" BEDDI / (114" TO wy ��„�.;..,y •.•,.� tom:.:,.. ,�. r,.: .. �o;ak�71a���5:."€aY7r?: ':�� :_ ... 6"-J _ �- MIN. EDGE RESTIMINT/ CUT -OFF WALL TYPICAL PAVER SECTION FOR COURTYARD DRIVEWAYS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PRECISE GRADING PLANS FOR: ERING/ CORAL COVE 372 -GP SINGLE FAMILY ATTACHED AND DETACHED HOMES SHEET 1 of 7 R: \0324 \ &Eng \Precise Grading \0324PG01.dwg[]May -28- 2013:09:59 h I 0 3 PL 124' 126' - 1'6 I I Z "ALLOW 6" FROM FPROPERTY LINE MIN. Q CIL OF FENCE z I o TO P/L AREA DRAIN a FENCE A A 5 ¢ Z HOUSE 2' MIN. PAD =100.0 MI . FF= 100.83 g g p 3' MIN. N. PAD -.2' 3' MIN. HOUSE BUILDING A o BUILDING B � ° HP C ¢ o FINISH FLOOR S 4" P PAD -.2' I o y HP � F FF= 1 " STEP I Z Z FINISH FLOOR 100.17 AREA DRAIN � Z SCALE PL ° 2 BAG HIGH W a 27 MIN. - 21% MAX. GRAVELBAG m 90 (nz SINGLE FAMILY DWELLING UNIT STABILIZED 4.0" MIN CURB--' U Jp SIDE YARD DETAIL MULTI- FAMILY DWELLING CONSTRUCTION PCC DWY ENTRANCE a NOT TO SCALE NOTES: 1O SIDE SLOPE RATIO VARIES 4' AND UNDER ARE 1.5:1 & -50' -I OVER 4' ARE 2: 1. I 4' TRANSITION 4' TRANSITION 48, 48' 50'-{ O ' INDICATES REVERSED PLAN ON LOT 3 MIN. 10" MIN. MUDSILL p 6 " —p" 2% 1 MIN. ABOCJVE % MAX- STRAIGH 2 T 2 " -3" GRADE PLAN 1 ° PLAN 2 PLAN 3 ° PLAN 4 BELOW SECTION A -A [GGRADE TRAIGHT GARAGE 2.0% I _ � SLAB 14% MAX. 5' PL DRIVEWAY 3• 2• APPROACH i PLAN 1 2 3 4 LOT NUMBERS 01 (1) 4 (Z) 8753 7 5 12 6 2714 © 11 17 9 TO BLDG. PAD ELEV. OR 10 (J�) 21 14 NOT TO SCALE 13 19 23 1 BY MC KINLEY & ASSOCIATES, INC. THE APPROVED ARCHITECTURAL PLANS 15 22 ® 0 427* 32 26' ( 25 SINGLE FAMILY DWELLING UNIT 39 30 31 27 g 9713 35 34 29 IMPERVIOUS AREA TABLE (SO. FT.) IMPERVIOUS AREA TABLE (SO. FT) 3068 38 36 33 2804 56 2976 5760 37 STANDARD 4 3 1 5 1 7 REVERSED 1 4 1 7 1 5 1 4 TOTAL 1 6 1 101 10 11 39 EROSION CONTROL 0 N.T.S. ow � Ld W° Zw m Z V) W FINISH FLOOR BUILDING ro 0 s d $ FINISH FLOOR I w cc J— BLDG PAD d . M N. 2� MiNAX, BLDG PAD 21% d _ Z III; III II I JillIIII; ' \ w\ \ 7' PER SOILS ENGINEER'S RECOMMENDATIONS) FOOTING ADJACENT TO SLOPE TYPICAL DEEPENED FOOTING NOT TO SCALE NOT TO SCALE 4 QRpFESS/p� N Ke Z Z W NO. 48670 m EXP. 6/30/14 sr �P S OF CA1 LOT STRAIGHT GRADE FROM BACK WALKWAY AREA TOTAL AREA BLDG PAD ELEV 2 OF DRIVEWAY APPROACH TO SINGLE FAMILY DWELLING 3790 1 GARAGE FLOOR. 8753 44% `' I "' '" ' DRIVEWAY TRANSITIONS FOR 68 2714 J:i ELEV. MUST BE EQUAL DRIVEWAY EXCEEDING 12% SLOPE BUILDING OVERALL DIMENSIONS 2781 TO BLDG. PAD ELEV. OR 2928 6610 44% HIGHER NOT TO SCALE DIMENSIONS SHOWN ARE FROM THE ARCHITECTURAL SLAB PLAN PREPARED 2829 DEEPENED FOOTING 43% BY MC KINLEY & ASSOCIATES, INC. THE APPROVED ARCHITECTURAL PLANS 2509 WHEN REQ'D 2745 SHOULD BE REFERRED TO FOR CONSTRUCTION. 427* SECTION B -B 2788 66 2854 SINGLE FAMILY DWELLING UNIT 43% 7 3496 TYPICAL LOT PLOTTING DETAIL & g 9713 36% 8 a IMPERVIOUS AREA TABLE (SO. FT.) IMPERVIOUS AREA TABLE (SO. FT) 3068 6843 45% 9 2804 EROSION CONTROL 0 N.T.S. ow � Ld W° Zw m Z V) W FINISH FLOOR BUILDING ro 0 s d $ FINISH FLOOR I w cc J— BLDG PAD d . M N. 2� MiNAX, BLDG PAD 21% d _ Z III; III II I JillIIII; ' \ w\ \ 7' PER SOILS ENGINEER'S RECOMMENDATIONS) FOOTING ADJACENT TO SLOPE TYPICAL DEEPENED FOOTING NOT TO SCALE NOT TO SCALE 4 QRpFESS/p� N Ke Z Z W NO. 48670 m EXP. 6/30/14 sr �P S OF CA1 LOT BUILDIRNG/DWAY WALKWAY AREA TOTAL AREA LOT AREA % IMPERVIOUS 1 3790 31 3821 8753 44% 2 2646 68 2714 6613 41% 3 2781 66 2928 6610 44% 4 2793 36 2829 6608 43% 5 2509 68 2745 6605 427* 6 2788 66 2854 6602 43% 7 3496 32 3528 9713 36% 8 3073 31 3068 6843 45% 9 2804 56 2976 5760 52% 10 3072 31 3103 6816 46% 11 2523 68 2591 5760 45% 12 2575 49 2624 5760 46% 13 3067 31 3098 6816 45% 14 2808 60 2868 5760 50% 15 3070 31 3101 6718 46% 16 2644 69 2713 5582 49% 17 2806 33 2839 5229 54% 18 2846 73 2919 5229 1 56% 19 2627 69 2696 5229 1 52% 20 2846 73 2919 5229 56% 21 2738 33 2771 5229 53% 22 2660 89 2749 5229 53% 23 2684 33 2717 5587 49% 24 2670 51 2721 5669 48% 25 2830 66 2896 5229 55% 26 2650 69 2719 5229 1 52% 27 2846 72 2918 5229 56% 28 2806 33 2839 5229 547 29 2952 18 2970 5229 577 30 2660 89 2749 5229 53% 31 2795 33 2828 5582 51% 32 3205 32 3237 6390 51% 33 2910 66 2976 5400 1 55% 34 2814 33 2847 5400 53% 35 2724 85 2809 5400 527. 36 2882 33 2915 5400 54% 37 2952 56 3008 5400 56% 38 2705 68 2773 5400 51% 39 3126 31 3157 6393 49% LOT IMPERVIOUS AREA IMPERVIOUS AREA POST--CONSTRUCTION LOT AREA X IMPERVIOUS 40 2137 1206 2137 56% 41 1685 1124 1686 67% 42 1906 1289 1906 68% 43 1906 1288 1906 68% 44 1685 1139 1686 68% 45 2137 1206 2137 56% 46 2128 1198 2128 56% 47 1685 1147 1686 68% 48 1920 1292 1938 67% 49 1941 1280 1956 6570 50 1707 1130 1707 66% 51 1 2151 1220 2152 577. 52 1069 1198 2137 56% 53 473 1129 1686 67% 54 430 1269 1916 66% 55 140 1276 1842 69% 56 307 1154 1688 68% 57 790 1206 2139 56% 58 1 246 1206 1848 657 59 487 1176 1686 70% 60 347 1292 1881 699 61 1038 1314 1907 69% 62 989 1128 1686 67% 63 1108 1204 1848 65% 64 1872 1206 1872 64% 65 1702 1111 1703 65% 66 1921 1316 1922 68% 67 1907 1296 1908 68% 68 1685 1 1106 1686 1 65% 69 1856 1 1205 1856 1 65% REVISIONS AP ROVED DATE REFERENCES DATE BENCHMARK SCALE REVIEWED BY APPROV BY CITY O E E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. - L WPJA, 1-Ife -k, • ` DESCRIPTION: BM 145 LOCATION: ON LA COSTA BRIDGE OVER AT &SF RAIL RD ON SE CORNER OF CONCRETE HORIZONTAL 1 ° =20' VERTICAL Designed By Drawn By Checked By All - By' M By. R MASH MAHER C42519 GLENN PRUIM C51274 ENGINEERING/ PUBLIC WORKS DIRECTOR Date: 7 /ZS /13 Date: ZS PRECISE GRADING PLANS FOR: CORAL COVE SINGLE FAMILY ATTACHED AND DETACHED HOMES 372 -GP r7 � O 3 J.D. J.D. R.L.M. ans Prepared Under Supervision Of � / Date 71WZ 3 �0��1'�� R.C.E. No. 4$670 MONO L. MARTIN WALKWAY ABOUT 100 FT. EAST OF HWY.101 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 59.368 DATUM: NGVD29 SHEET 2 OF 7 R: \0324 \ &Eng \Precise Grading \0324PGO2.dwg[]Jul -18- 2013:10:50 1'5 +00 0 0 z 2 :5 0 20 40 60 SCALE 1' =20' e `r o m W O h m2 I 1 \ `.�\ ti � \. 0 s \1 / ` / � j / b4.3U 63.95 63.55 /I 1J ' F r — a a An 1 � , . & ' T � i i / I G F F = 6 5 . 7 7 r r -- � I 65.9 T G \1 \ �' F''' �--f T ' 7 ` I . I Is i i 1 ! I I T� FOR AREA DRAIN DATA SEE SHEET 4 zZ NO. 46670 m (P. 6/30/14 Q Q REVISIONS A APPROVED D DATE R REFER NCES D DATE B BENCHMARK S SCALE R REVIEWED BY APPROVE BY C CITY O F E N C I N I TA S ENGINEERING DEPARTMENT D DRAWING N0. •iv 1 (0 D DESCRIPTION: BM 145 D HORIZONTAL 1 " =20' P Designed By D Drawn By C Checked By / / q( //`- P PRECISE GRADING PLANS FOR: u u� J.D. J J.D. R R.L.M. B P P C I 63..93 FS ` .. .y . ,.... .. __ - --- -- -- - --- -. -r� .�... P e sxa TI, °r_ __ - d .� �..�. .�.- �� __ n� � 1. , ._..___.. _...., -__ � .. _..._�.;_ ,€i. -_._ .. �. "�'7t;. ^ ":._ 'ti "`�,. �``� "� f�b 4i +m SINGLE FAMILY ATTACHED ARF,A DRAIN DATA O LENGTH REMARKS 1 9.34' 4" PVC 2 21.23' 4" PL'c 3 B.V3' 4" Pv^ 4 2V.71' 4" MI ^ 5 V.15 4' PVC 6 V6°. &3 4 VIC 7 5.39 4 PVC 8 GQL V3' 4' PY^ 9 11.51' 4" PVC 10 V °.V°7' 4' PVC 71 26.70' 4' PVC 12 8.41' 4" PVC 13 23.31 4" P' ✓C 74 6.57' 4" PVC 75 7.84' 4" PVC 76 7.76' 4" PVC 77 12.72' 4' PVC 18 3&.531 4' PY^ 79 •n cn, IG.JL A' o{1n T rYV 20 20.621 4' P1 ^ 21 9.81, 4" PL'C 22 7.ml 4' PVC 23 7.J &' 4" PYC 24 7.561 4' P'Y^ 25 &JS 4 p PV^ 26 7.9&' 4" PVC 27 14.79' 'A 0 PYC 28 21.17 4 p PVC 29 8.94' 4' mi'I, 30 L5.55' 4" P' ✓c 37 5.14' 4" PVC 32 7.96' 4" Pi 33 5.92' 4" PVC NO. 48670 {P. 6/30/1 SINGLE FAMILY ATTACHED AREA nRArNT DATA O LENGTH REVISIONS REMARKS DATE 34 6.65' 4" Pvc REVIEWED BY APPROVE BY 35 45.30' 4° Pvc 36 38.17 -1° PVC HORIZONTAL 1 ° =20' VERTICAL 37 2.75' f" PVC �. /l�I By: B MASIH MAHER C42519 By: PRUIM C51274 ENGINEERING PUBLIC WORKS DIRECTOR Date: 7/ 25/ �3 Date: ?����3 38 2.74' f" Pv^ 39 2.75' 4 PVC J.D. 40 6.60' If P' ✓C 41 31.4V' 4" PVC 42 2.94' 4" P' ✓C 43 19.24' 4" P.'c 44 2.94' 4" PVC SHEET 4 OF 7 45 10.2 i ' ti- 011^ 46 47 17.90' 4° PVC 48 V9' 4° Pvc 49 /U 10. 10' In' MI J^ 50 19.48' 4" PVC 51 1 15.14' 4" PVC 52 14.2 i' V" VVC 53 12.67' &" PVC 54 13.24' 4" P' ✓C 55 9.V8' 150 PVC 56 20.77' 6" PVC 57 7 1 1 ' 4" PvC 58 72.90 4 O1C 59 7.11 4" PVC 60 35.41 4" PVC 61 5.72' 4" ! VV 62 5.71' f" PVC 63 9.80' f" PVC 64 19.05' f" P' ✓C 65 5.71' If PVC 66 16.63' 4" PVC 67 14.05' 4" PVC 68 15.98 4 P` ✓C 69 18.72' 6" IF 70 31.24' 4" PVC 71 12.19' 4" PVC 72 7.V1' 4" PVC 73 IOJB' 4" I °VC 74 7.16 f PVC 75 V•GV Y P ✓^ 76 7. I V N 4 Pvc 77 15.93' 4" PVC 78 10.57' 6" P'✓C 79 33.75' 6" PVC 80 7.16' 4" PVC 81 13.12' 6" PVC 82 1 6.67' 6" PVC 83 21.90' 6" PVC 84 65. V8' 6" PVC 84A 70.91' 6" PVC 85 14.0&' 4" PVC 86 20.07' 4" PVC 87 7.39' f' PVC 88 4.89' .1 PVC 89 .0 100' , PV C 90 4.90' 4° PV^ 91 11.L5' f' 171% V^ 92 11.87' 4 ° P' ✓C 93 4.92' 4° P' ✓^ 94 IT.L I' 'f" P'✓^ 95 Ii.22' 4' PV^ 96 4.31' f' PYC 97 LL.4T f" PVC 98 1 1.21' r PvC 99 I L00, 4" PVC 100 22.40' f" PvC 101 6.81' f° PV^ 1021 8.64' 4 Pvc 70 5.14' f" P' ✓C 1041 I V.,I ' f" PYC 105 7.71 f° PVC 106 7.73' 4" F`V1u^ 10 B.11' f° rY'li 108 I7V' .2 " f PY ^ 109 5.51' IJ° Pv^ 110 45x/9' f" PERFORATED PVC 111 24.42' 4" PVC 112 7. i 1' 'r° P'Y'C 113 45.79' 4" PERFORATED PVC 114 6.50' f" PVC 115 46.00' 4° PERFORATED PVC 11 24.35' A. PvC 117 7.76' 4" PVC 118 6.78' 4 PV^ 119 30.40' 4" PVC 120 45.76' 4" PERFORATED PVC 121 6.25' 4" PVC 122 24.45' 4' PVC 123 45.75' 4" PERFORATED PVC REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE REVIEWED BY APPROVE BY CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. al1-7- � DESCRIPTION: BM 145 LOCATION: ON LA COSTA BRIDGE OVER AT &SF RAIL RD ON SE CORNER OF CONCRETE HORIZONTAL 1 ° =20' VERTICAL Designed By Drawn By Checked B �. /l�I By: B MASIH MAHER C42519 By: PRUIM C51274 ENGINEERING PUBLIC WORKS DIRECTOR Date: 7/ 25/ �3 Date: ?����3 PRECISE GRADING PLANS FOR: CORAL COVE SINGLE FAMILY ATTACHED AND DETACHED HOMES 372 -GP u� e � 3 J.D. J.D. R.L.M. Plans Prepared Under Supervision 0 P P Date 7 1i/ /-3 R OND L. MARTIN R.C.E. No. 48670 WALKWAY ABOUT ST OF HWY.101 CODUNTY OF ELEVATION: 59.368DATUM: NGVD29 SHEET 4 OF 7 R: \0324 \&Eng \Precise Grading \0324PGMF04.dwg[]May -21- 2013:13:57 Is, z H w PQ 93 0 m I c: S E E NO. 48670 {P. 6/30/1 S H E E T N 0 . No FOR STREET IMPROVEMENTS SEE DWG 372 —G & 372 -1 FOR DRIVEWAY SPECIFICATIONS SEE NOTE 26 ON SHEET 1 m r� f=a N PQ Do REVISIONS APPROVED DATE ( REF R N S DATE BENCHMARK SCALE REVIEWED BY APPROVED BY CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. 7 A L i - ID' NO DESCRIPTION: BM 145 LOCATION: ON LA COSTA BRIDGE OVER AT &SF RAIL RD ON SE CORNER OF CONCRETE HORIZONTAL 1 ° =20' VERTICAL Designed By Drawn By Checked By By. /j/l. /t/N dl— By. MASIH MAHER C42519 GLENN PRUIM C51274 ENGINEERING PUBLIC WORKS DIRECTOR Date: ?/25/!3 Date: -7 2s r3 PRECISE GRADING PLANS FOR: CORAL C 0 VE SINGLE FAMILY ATTACHED AND DETACHED HOMES 372-GP J.D. I J.D. I R.L.M. tans Prepared Under Supervision Of Date R.C.E. No. 48670 R OND L. MARTIN WALKWAY ABOUT 100 FT. EAST OF HWY.101 ELEVATION: 59.3 OF SAN SHEET 5 OF 7 R: \0324 \ &Eng \Precise Grading\0324PGSF05.dwg[]Jul-11-2013: 12: 38 h I O SEE SHEIt T NO 5 :# it 11 j 3 p € £ 1 11 i3 t; € 11 11 i € i £ if £€ it £€ 11 it 1 £ £ 1 £f ii Il it 11 €1 1 E £ fl it .t I I= I1 ! f £ f f 31 11 ££ 31 11 11 = _..� 3 i £ 11 1= fE 'f if If i - - - - - -r 3 1 17 18 19 t; 20 21 It 22 11 23 f i I i it it 11 = I #€ 1= If ff 1 - t s I 1 65.00' N74'5957 E N74'S9'S7 "E 59.9 T N74'59 57 "E 59.97 N74'S9 57 E .. 59.97' _ - ® ®_59,9 T _ _ N7459 57 E rvi �ra�y 57 E _ _ _ 59.9 T_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _________- _______ _ __ _ _____ - -- - - �' " 66.00' N74'S957'E o I --------- --- --- ---- - ___ --- - - _ - -_ -_ _ �__-------- ___ -- _ y € I I { htoE - - - -�i o - -;,- - ti o- -ti -v N �- o o _ > o p- of o, I4 (� t i �i. ( Q, € O Na o =OOl p N 65.8 OI N U N 66.7 Nl �v o p£ N N O° N N N N €� N of o "� ^I2 f I I :J z m I. j� N N ti HP °€ to HP 0 0 1< HP ro d K N O q r; v o N 3 11 I III I I - -� -- r --- p1 - -� ?€ r 66.5 TG F P 11 ! f 68. TG I L- -� - - -� \Z 70.1 TG r - -� - -� 66.0 / �1 I +; 675 /E s t 69.6 ®I 64.7 /E 65.3 TG ? 65.2 /E i 66.1 /E 28 67.9 TG ' 68.9 /E j 64.7 TG 65.6 TG 69.4 TG c 70.4 TG I yy I I I I ! W I 64.7 IE 3� .0 /E 3 6�.8 /E 26 68.9 TG 1 24 �' h 64.2 tE 3 % 65.1 IL 29 I I W I i 5. o' I PLAN 3CR 67.2 rc s8.4 /E o' p _ o' U 5.0' PLAN JAR-RP ° W ili49 PLAN 3C -RP PLAN 2AR ®€ PLAN 4B PAD =67.80 ss.s /E ;, 5.5' 27 5.0' PLAN 2BR 25 1 11.9' I^ o II I I PAD -65.50 ° PAD =66.90 PLAN 4A PAD =69.40 s.o' PLAN 4C FF =71.87 70.3 /E I ,I s. o' PAD= F a' qqq PAD =66.00 6 °' 6.7 8.3 5.5' 70.8 TG I I I II 65.4 FF =66.67 65.8 FF= 67.570 yP FF =68.47 PAD =68. HP FF =70.07 PAD =70.3 70.1 FF= 66.1 HP 67.6 I 1 HP 69.2 71.0 II I I I II t ® ss.8 ® ° 1 ss.7 �� 5.0' HP 68-3 69.2 69.2 F HP E 7o.FF =70.97 HP HP� AC ` I€ I i 5.3 4" £ HP C4 � W HP 4 i 67 6 HP ® 4 t HP 4 HP 4 e 7ADD I €, yp 66.5 TG •0' 69.7 T L 4 h o G�1 66.0 65.2 TG 66.5 ho -65.7 / 4 HP .f 69.9 69.2 I ICI �M 1 FS h v s .1 _ . i _ 1 .7 1 70.4 TG I 1 € GFF -68.44 FS GFF =70.24 li III s I 1 FS 64.1 IE o s GFF -66.84 1 68.3 1 1 69.4 IE 71.7 ❑ i Ii o o - - - -- c €. ip > 64.7 E - o - 5.5' FS - t FS 69. s GFF =69.34 '1 ~` 70.8 - - FS ` � 7 £ : 63.8 if GFF =65.44 GFF =65.94 674 GFF =67 �{ GFF =71.14 N _ lI 69.5 TG h 66.2 TG i 67.1 TG o : £ 67.9 TG rn 1 coo): ! 68.4 /E FS - 70.8 TG Ig I N N ^ 0 1 0' N N 66.1 2 s N 8 64.7 /E • rn N • • n I h �o I j I 1 0 0 5 67 0 TG cn g >,',� 67.9 T ��° 68 �O i� rn i �Q 0 o n 0 670 /E 5 ^! N os 7 7 65. /E " 6 t.a' y.. 6 o w 7 S® - _ -- 1 - _ vC -- - 68. TGN la 0 6 y i �__. 6943 - i cn -- A°i z PEI 45.00 ' k k 1i '� y 59.97' -E 0 7 - > 00 00 > aI I ooh o e 59.97' S 59.97' 59. T 59.97' 59. 7' 6.00' 0 �0 �0 7 954 57 E 74'59 5 E N74 59 57 N7 5957 E _....__ N74'S9'S7 _ N74'59 57 E ___---- -_ N74'59' 'E N '59 57 "• .. , y h h o 0 0 0o h h o rn d- a- v M v n N rn ^ ^ ° of W of W n w h - in no �iw ���4 °� erg er'�' =d 4 h h�hW hW �� cd� ro0 �� � -w �� ro� roW row oNi� �� o �' ,1 I o^ o 0 0 0 0 o 2 0 n o o to 0 0 'o' to 0 0 0 ° o rn I - c D 1� to Gs7 14 +0 5 15 +00 16a o CORAL COVE W Y 17 OO 18 +00 7R77M2 1 52..7 ' 66.77 w 7 N N .I rn rn o o h o h ro er N RIM o^ N o o ^ v rn o rn n I I x ID LLJ J iw w �W aw ro h roW to �w ow �w:w� rota row ^W o n a�w - -- -- to - tO - - -- tO to so - -tO - -- tD� o\ fN74 tO o\ o�o °t` tD� tO�tO tO� tOw o 0 0 - -- N74'S9'S7 °E __ -_____ _____ N74'59'57" __ _. _._ --- ____ -- N74'5 '5 E - - _ - -____ N74'5957 E _ _____ ___ __ 'S9'S7 E ____,___.,__.___ 4�• - 9 i� 9.82' 7i.00 __ _____ __ _ ,.QQ __ __ ____ _ 60.00 _ ___ _ -, 60. 0_ _ - -____ 60.00' 0.004_59 �'000J - ___ _ _ 11 t� FS O 6 .03 0 5 t° k0 s _ rn 67.5 _ m I x e o v 69.3 • .. \ o 0 Ilia e R v • S C� ` O h tv - ,'� to 5 "1 N N .7 _ / 7z of o °cl A v_ 7 0 £ .' f G, � � £ ro - 7 7 •TG • .3 �: 69.1 TG 1 , ; - - I 0' 65.6 TG ! h o W h :1 s. £ N 1 n 54.7 /E U - ° f _ _ 66.5 /E ° - - 0 68.2 lE of oo L.: O - 9 1 III 1 € ° 63.4 / G GFF =65.44 I 66.6 : °; 67.2 £ - - GFF =70.84 � GFF =66.64 GFF =6754 69.0 GFF =68.44 70.0 00 71.g I:I j I ❑ - - FS i FS .. I I; e _ _ GFF =70.14 70.7 TG 6 s J 66.0 64.1 !E e 64.8 66.8 TG 1 FS 1 68.2 TG GFF =69.44 1 69.7 TG 69.2 /E FS ¶I GFF = 66.04 1 1 £ t E 7 /E 65.7 /E 68.1 f- . I € C 65.3 TG r . FS 673 TG 68.3 67.3 /E - 68.4 TG 0' i M 70.7 68.8 /E _. c. € i 64.2 /E 66.5 66.5 /E HP 57.5 /E °0 t FS 0 6 ° _ _ S ® HP 67.4 0 5 71.2 65.9 65.9 yP II;.. ® ® 69.4 70.0 € HP a r HP £€ 1 HP 1 HP€ 65.3 I H 4 33 € 34 66.6 675 36 68.4 6HP 4' 70.0 12.0' ° HP 10.0' S• p' i HP HP HP 37 HP ° PLAN 3B 1 5.5' 32 i 35 PLAN 3CR ] 38 39 0 76 0 65.4 FLAN 4C s.s' °' s.o' o' 6.0' o' 6.0' PLAN 4B o' s.o' 7HP PLAN 1AR HP E PAD =66.10 PAD =66.70 PLAN 2A ® PAD= 68.50 PLAN 2CR PLAN 1B FF =6737 PAD =67.60 FF =69.17 PAD =69.50 1 PAD = 65.50 '" FF =66.77 s73 rc 5.0' PAD =70.20 O PAD = 71.40. 64.7 TG 65.3 TG 65.9 TG 66.8 TG FF= 68.27 66.8 /E 68.8 /E FF= 70.87 FF= 72, 07 1 677 rc FF =70.17 ss.s TG ss.8 rc 10.0' ° 63.9 /E FF =66.17 °= 64.5 IE 65.7 TG 65.2 /E 66.1 /E = 67.0 /E 68.2 TG 69.2 TG 69.3 I 70.9 TG o N 1 65.1 TG ° 1 , 66.4 TG € 1 1 I r o 64.6 /E 65.2 ! 1 65.9 / 67 7 /❑ 68.7 / 70.7 TG 70.4 / ° rnl }I 68.4 TG -7 69.7 IE 67.9 E it __ _ € i2 / - - - - �I 3 65.9 �_ 70.0 N ' ' FVJ = 3 O OE U p O N„ OI W Of N v o HP o cn 4 of o HP p o a o v HP a € cn o 0 65.3 o r N N v o € o tv 1 0 ° 4' o N �o x °o •°o tN,,, •cv,., °o o, ,trnn p °o € of o a p O 71.2 4 HP € v € rn o rni o hl o v hi v o HP o co £ N74'59'S7 "E 71,00' _ _ z f N74'59'557 _$_60.00' ___- l _ _z / -._ N74'5957 E` -_ 60vOC(� _� -L _ __..__ 60.00 _._w N 4'S9'ST E____ N74'S9'b7 E 60.00' __ ------ ------ z= - _ _ 60.00' N�4'S95T 21 N74'59157 "E + 60.00' i Z N74'S9'57 E i 71.98' 1 -__ f -001 /•- FOR STREET IMPROVEMENTS SEE DWG 372 -G & 372 -1 FOR DRIVEWAY SPECIFICATIONS SEE NOTE 26 ON SHEET 1 QROFESS /a�° L 0 20 40 60 W NO. 48670 m a; EXP. 6/30/14 �r9TFOrcAkA\P SCALE 1' =20' REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE REVIEWED BY APPROVED BY CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. - L DESCRIPTION: BM 145 LOCATION: ON LA COSTA BRIDGE OVER AT&SF RAIL RD ON SE CORNER OF CONCRETE HORIZONTAL 1 " =20' VERTICAL Designed By Drawn By Checked By By° /� 'A� MASIH MAHER 042519 Date: 7 /2S/ 13 Date: By. /GI GLENN PRUIM 051274 ENGINEERING/ PUBLIC WORKS DIRECTOR Date: asp PRECISE GRADING PLANS FOR: CORAL C 0 VE SINGLE FAMILY ATTACHED AND DETACHED HOMES 372-GP h J. D. J.D. R.L.M. P s Prepared Under Supervision Of Date 7�78�/� R.C.E. No. 48670 WALKWAY ABOUT 100 FT. EAST OF HWY.101 OFNG ELEVATION: D29IEG0 RAY D L. MARTIN SHEET 6 OF 7 3 R: \0324 \&Eng \Precise Grading \0324PGSF06.dwg[]Jul -11- 2013:12:37 I' 0 20 40 60 SCALE 1' =20' S E E S H E E T N 0 . 6 S E E S H E E T N 0 5 STONESTEPS WAY Fy4 6 NO. 48670 EXP. 6/30/1 FOR STREET IMPROVEMENTS SEE DWG 372 —G & 372 -1 FOR DRIVEWAY SPECIFICATIONS SEE NOTE 26 ON SHEEP 1 h v 1 O 3 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE REVIEWED BY APPROVED BY CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: BM 145 LOCATION: ON LA COSTA BRIDGE OVER AT &SF RAIL RD ON SE CORNER OF CONCRETE WALKWAY ABOUT 100 FT. EAST OF HWY.101 HORIZONTAL 1 " =20' VERTICAL Designed By Drawn By Checked BY �t /�Jj By, iv i . 'AAAL By / ✓ /Lw... MASIH MAHER C42519 GLENN PRUIM C51274 ENGINEERING/ PUBLIC WORKS DIRECTOR Date: 7/2 -5113 Date: ��ZS��3 I e PRECISE GRADING PLANS FOR: � ®V � SINGLE FAMILY ATTACHED AND DETACHED HOMES I 372 -GP J.D. J.D. R.L.M. Plans Prepared Under Supervision Of Date 7/—/ 11 /3 R.C.E. No. 48670 RA OND L. MARTIN RECORD FROM: .36COUNT: OFNSG SAN I SHEET 7 OF 7 R: \0324 \&Eng \Precise Grading \0324PGSF07.dwg[]Jul -11- 2013:12:39 h v 1 O 3