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2011-11065 G (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 ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRA: LAGE 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. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 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 THEREFR- IM SHALL BE A ?PROVED BY THE CITY ENGINEER PRIOR TO ANY RE4JEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION" PREPARED BY EAST COUNTY SOIL CONSUI- TATION AND ENGINEERING, INC. DATED MAY 3, 2007, AND UPDATE DATED 2/20/2012, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDAt.3E WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. S. C"NTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PRr'OERT:ES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OF 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. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL : AFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADIN API) EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A - TRUCTURE 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 PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 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 ENGINEEF: 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 GRADII,r' APPROVAL AND /OR FINAL RELEASE i'-- 'JRITY, AN ".�S GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADi. 3 UNDER PERMIT '11065 -G HAS BEEN PERFORMED IN SUBS''ANTIAL 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 "iE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT A.`) COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHOS. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF AN' FILL MATERIAL. UPON COMPLETION OF GRADING OP -_RATIONS HE SHALL STATE THAT OBSERVAT,ONS 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 '30NDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PRC°ERTIES OR FINISH _D WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESH ' 3RADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASUPES HAVE BEEN INSTALLED. 1d. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE M/<TTER 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 EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE 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 TRF.E.S, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHE: ' _ ,SPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TP LEAV . 1Q1kS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FtROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILLS. - I-I, 3E SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. ".HE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE P. OTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE CLARK AT ( 760 ) 436 -6744, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEAS('N (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 EROSION CONTROL MEASURES 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 THAT ARL ;ASAFE OR ARE POTENTIALLY UNSAFE. 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPAMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRI..�R TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPflMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY GLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRU(TED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SLED OILI GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIACATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WA's ER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE: LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THI PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO l`/ " :NT, %IN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMU. , HORIZONTAL SEPARATION OF 10 -FEET REG'< ,'RED 3ETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTPI:1 VAULTS. 7. ALL WATER SERVICES TO E" CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AS -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPL: ANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC-18. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK S 4 DPAWA6E PIPE/Pm Ui 4A. 44 JOL(OZIT DESCRIPTION: CADT -II -DC �V1.SE b Gam) w_ I LOCATION: NE ABTMT MacKINNON AV. BRIDGE CMOvE r_ISTa2/J 2A .SIN RECORD FROM: CITY BENCHMARK AS ,Q )I ELEVATION: 231.69 DATUM:NAVD88 U: \1data \engineering \5271.01 \dwg \Grading \5271.01 Grading Plan.dwg 20120412 SCALE SPECIAL DISTRICT APPROVAL HO NTAL: VER L. STORMWATER POLLUTION CONTROL BMP NOTES 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 3" CRUSHED ROCK 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 STORMWATER STORMWATER FLOWS AND STORM DRAIN 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 ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMSIDIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES 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. 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 - GSD - (760)-633 -2770 B. GAS 8 ELECTRIC - SDGE - (760)-438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 D. TELEPHONE - SBC BELL - (760)1189 -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. IMPERVIOUS AREA AS BU10 - IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 4470 SOFT INCREASE IN IMPERVIOUS AREA: 4470 SOFT IMPERVIOUS AREA REPLACED: 0 SOFT ERR Y Z' MUACSO/v PAM 0 SIGN OWNER MICHAEL CLARK 471 CHESTERFIELD DRIVE, CARDIFF, CA 92007 (760) 436 -6744 SITE ADDRESS 2175 -2179 GLASGOW, CARDIFF, CA 92007 260-413-15,15,17,18 LEGAL DESCRIPTION LOTS 25, 26, 27, & 28, IN BLOCK 42 OF CARDIFF "A ", IN THE CITY OF ENCINITAS, STATE OF CALIFONIA, MAP 1334, RECORDED MAY 12, 1911. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED �� yG e�° 9� R SITE SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION Pe 0 E 0 AND STABILITY OF THE SITE. g+ Ft OR \ REVOCABLE TRUST SOILS ENGINEER'S CERTIFICATE L^ 0 �L VICINITY MAP NOT -TO -SCALE DATE: I THOMAS SRO. PAGE NO. 1167, E -3 y 310 -1683 (LAMBERT COORDINATES) I, MAMADOU SALIOU DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOW 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 MAY, 2f Q7 AND FOR AN UPDATE ON91Z?1Wjj 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, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPQRRATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: M(s�✓1 �?n GE NO.: 2704 '= PATE: - /h_ /� EC f. bJk 'tQ IZ -3( -(3 �4���p011cSS�7Ey� P JOB #: 07- 1167E3(2) i o EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. No. GE 2704 �4 10925 HARTLEY ROAD, SUITE 1, SANTEE, CA 92071 f'A cFOTf C00cc (619)258 -7901 � OF CAl \ED 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 TH:' 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 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 T4E PL 'l I`, OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLr'F THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILI INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HISIH-- Z AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: °'I•� " -(' q BARRY L. MUNSON SAN DIEGUITO ENGINEERING 4407 MANCHESTER AVE, SUITE 105, ENCINITAS, CA 92024 760 7535525 RCE 40980 EXPIRES 3 -31 -2013 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = 11.3' MAXIMUM VERTICAL DEPTH OF FILL = 7.0' CUT= 800 C.Y. FILL = 220 C.Y. EXPORT = 583 C v. REMEDIAL = 500 u.i . 2_5' REMOVAL AND RECOMPACTION UNDER AND ° ": i .c.':JE OF BUILDING AREAS) L. Np4,, oy N0. 40980 IVY C ALA FOR LEGEND, SEE SHEET 2. BMP PROJECT STATU_J STANDARD 2CC 4 980 PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF DATE: q -I6 -ZOIL R.C.E. NO.: 40980 B RRY L. MUNSON E,yp,: 3 -31 -2013 C t1A zz SIGN DATE N Ek6INEERING DEPARTMENT APPROVALS RECOMMENDED: APPROVE ., AA I G AE& S 67tOS _ 57402, _ 517 •loc>lz GATE DATE DATE SIGN DATE IG / DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE i CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: 2175 & 2179 GLASGOW AVENUE /500 CHESTERFIELD DR. 11065 -G MICHAEL CLARK REVOCABLE TRUST 260 - 413 -151 169 17o 1E PLANNING CASE NO: 07- 188- DR/V/CDP SHEET 1 OF S i to 0 w H nf CV J N w = U i z Q z z z T v w a Z z 1 qJ W Z 0 Z W Irw Z) 0 W 0 AC SPECIAL NOTES 1. TW AND TF GRADES REPRESENT THE GROUND ELEVATION AT THE BACK AND TOP OF FOOTING AT THE POINT SHOWN. BW GRADES REPRESENT THE GROUND SURFACE AT THE BOTTOM OF WALL. THE ACTUAL TOP -OF -WALL, TOP -OF- FOOTING ELEVATIONS AND BOTTOM OF WALL MAY VARY BASED ON STEP LOCATIONS AND FINISH GRADE BEHIND THE WALL. 2. ROOF GUTTERS REQUIRED FOR ALL SECOND STORY OVERHANGS. 3. THE LOCATION OF INDIVIDUAL UNDERGROUND UTILITY SERVICES, PRIVATE SEWAGE DISPOSAL SYSTEMS, IRRIGATION /DRAINAGE SYSTEMS AND 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, CABLE TV LINES, SEPTIC TANKS, LEACH LINES, TIGHT LINES, SEEPAGE PITS, IRRIGATION LINES, SPRINKLERS, VALVES, CULVERTS, AND SATELLITE TV CABLE. THE CONTRACTOR WILL PERFORM THE NECESSARY RESEARCH, MAKE EXPLORATORY EXCAVATIONS AND /OR LOCATE THESE SYSTEMS /SERVICES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING SYSTEMS /SERVICES, IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT THESE SERVICES AS PART OF HIS WORK. 4. QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY AND DO NOT REFLECT FINAL PAY QUANTITIES. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES AS PART OF HIS BID. 5. THE MINIMUM SLOPE FOR SOIL AWAY FROM ALL FOUNDATIONS SHALL BE 2% MINIMUM, FOR A MINIMUM OF 5 FEET UNLESS A MORE RESTRICTIVE STANDARD IS REQUIRED BY THE SOILS ENGINEER. THE MINIMUM LONGITUDINAL SLOPE ON SOIL IS 1 %. 6. ONE NO PARKING SIGN TO BE PLACED ON EACH SIDE OF ROAD, LOCATION TO BE DETERMINED BY ENCINITAS FIRE DEPARTMENT AND MAY BE DIFFERENT T:IAN LOCATION SHOWN ON PLANS. SIGNS SHALL BE LABELED "NO PARKING FIRE LANE" IN COMPLIANCE WITH THE 2008 CALIFORNIA VEHICLE CODE. 7. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO ROAD CONSTRUCTION. THE MINIMUM SECTION SHALL BE 4 INCHES ASPHALT CONCRETE OVER 6 INCHES CLASS 2 AGGREGATE BASE. 2% SEE SECTION A —A )z "rad /2 "rad • Z 2' CON R E E `---° G" CLASS r QAsr< RAMP CURB 3 -1/8" PERVIOUS PAVER* 2 OF 3 8" CRUSHED AGGREGATE 6" OF CRUSHED 3/4" ROCK NOT —TO —SCALE * SEE CONSTRUCTION NOTE 11 ON SHEET 3. PERVIOUS PAVER DETAIL 230 NOT TO SCALE 225 4' MIN - -j- 1' MIN 220 4" PCC 4 " -6" COBBLE PAVERS IN WET PCC COBBLE SWALE DETAIL NTS If 6" MIN CONCRETE ENCASEMENT 4" SDR -35 GRAVITY LAT 24" (PVC IN LANDSCAPE AREA /IRON WHERE SUBJECT TO FOOT OR VEHICULAR TRAFFIC) MANHOLE COVER LABELED "PRIVATE" _ - 24" PVC PIPE PRIVATE SEWER MANHOLE DETAIL NOT TO SCALE 12' AC o_ AGG BASE NORTHERLY DRIVEWAY PROFILE SCALE: HORZ. 1 " = 10' VERT. 1 " = 2.5' EL Li w R/W w u nLn Z ON 44 17.59' EXISTING PAVEMENT NEW I RIVEWAY 24' SHOULDER I C ERMEABLE PAVERS Op °AVERS PER SECTION A CLEAR THIS SHEET TEST VEHICLE HAS 6" CLEARANCE AND 10' WHEELBASE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: CADT -11 -DC LOCATION: NE ABTMT MacKINNON AV. BRIDGE RECORD FROM: CITY BENCHMARK fj `u ELEVATION: 231.69 DATUM:NAVD88 U: \1data\ e ngineering \5271.01 \dwg \Grading \5271.01 Grading Plan.dwg 20120430 SCALE: HORZ. 1° = 10' VERT. 1" = 10' SCALE HO NTAL: VERT L:1 " —D'\ -50 SPECIAL DISTRICT APPROVAL I✓l%lfm 225 220 12' 2' EX. CENTERLINE STRIPE 2% ^x -p- - FL EVE SECTION A -A SEE SHEET 3 NOT TO SCALE f.1 2.7% (f) 6 "x16" CUTOFF WALL PER PER RSD G -22 W /0.2' MIN AC OVERLAY 2" SCH 40 PVC FORCE MAIN CONCRETE RAMP CURB (DETAIL AT LEFT) 6" CLASS II 13ASE' I 1 I RSD SYMBOL QUANTITY i 7 s z LLFF — — — — EXISTING CONTOURS Z 60 INVERT ELEVATION t MICHAEL CLARK REVOCABLE TRUST 260-413 -15, 169 17,18 PLANNING CASE NO: _ 07- 1_88 -DRN /CDP _j I al _—. °o°° CUT SLOPE (2:1) I CL FILL SLOPE (2:1) +aUi `1 SURFACE DRAINAGE 1.0% MINIMUM -- —� TOP OF GRATE PCC BROW DITCH D -75, TYPE B I=* TOP EXISTING SEWER MAIN - - - -s - -- EXISTING WATER MAIN TOP OF SCREEN WALL 0' bq Fes- 36" ---�i )z "rad /2 "rad • Z 2' CON R E E `---° G" CLASS r QAsr< RAMP CURB 3 -1/8" PERVIOUS PAVER* 2 OF 3 8" CRUSHED AGGREGATE 6" OF CRUSHED 3/4" ROCK NOT —TO —SCALE * SEE CONSTRUCTION NOTE 11 ON SHEET 3. PERVIOUS PAVER DETAIL 230 NOT TO SCALE 225 4' MIN - -j- 1' MIN 220 4" PCC 4 " -6" COBBLE PAVERS IN WET PCC COBBLE SWALE DETAIL NTS If 6" MIN CONCRETE ENCASEMENT 4" SDR -35 GRAVITY LAT 24" (PVC IN LANDSCAPE AREA /IRON WHERE SUBJECT TO FOOT OR VEHICULAR TRAFFIC) MANHOLE COVER LABELED "PRIVATE" _ - 24" PVC PIPE PRIVATE SEWER MANHOLE DETAIL NOT TO SCALE 12' AC o_ AGG BASE NORTHERLY DRIVEWAY PROFILE SCALE: HORZ. 1 " = 10' VERT. 1 " = 2.5' EL Li w R/W w u nLn Z ON 44 17.59' EXISTING PAVEMENT NEW I RIVEWAY 24' SHOULDER I C ERMEABLE PAVERS Op °AVERS PER SECTION A CLEAR THIS SHEET TEST VEHICLE HAS 6" CLEARANCE AND 10' WHEELBASE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: CADT -11 -DC LOCATION: NE ABTMT MacKINNON AV. BRIDGE RECORD FROM: CITY BENCHMARK fj `u ELEVATION: 231.69 DATUM:NAVD88 U: \1data\ e ngineering \5271.01 \dwg \Grading \5271.01 Grading Plan.dwg 20120430 SCALE: HORZ. 1° = 10' VERT. 1" = 10' SCALE HO NTAL: VERT L:1 " —D'\ -50 SPECIAL DISTRICT APPROVAL I✓l%lfm 225 220 12' 2' EX. CENTERLINE STRIPE 2% ^x -p- - FL EVE SECTION A -A SEE SHEET 3 NOT TO SCALE f.1 2.7% (f) 6 "x16" CUTOFF WALL PER PER RSD G -22 W /0.2' MIN AC OVERLAY 2" SCH 40 PVC FORCE MAIN CONCRETE RAMP CURB (DETAIL AT LEFT) 6" CLASS II 13ASE' I 1 I RSD SYMBOL QUANTITY i 7 s z LLFF — — — — EXISTING CONTOURS Z 60 INVERT ELEVATION t MICHAEL CLARK REVOCABLE TRUST 260-413 -15, 169 17,18 PLANNING CASE NO: _ 07- 1_88 -DRN /CDP _j I al _—. °o°° CUT SLOPE (2:1) I CL FILL SLOPE (2:1) +aUi `1 SURFACE DRAINAGE 1.0% MINIMUM -- —� TOP OF GRATE PCC BROW DITCH D -75, TYPE B I=* TOP EXISTING SEWER MAIN - - - -s - -- EXISTING WATER MAIN TOP OF SCREEN WALL --- PROPOSED SEWER LATERAL SEE DETAIL �S 3 EA. AND PRIVATE MANHOLE THIS SHEET PROPOSED WATER LATERAL WAS WS -01, WC 17 2 EA. COBBLE SWALE DETAIL, SHEET 4 1'7 1 c0 K I+ N - - - - -' O p 3 0 I N N + I +_j LOT LINE i'N EASEMENT - 10 SETBACK LINE j — — p - �— ; —j ` -- - -- -, - — - -- -- _ -- p O " RETAINING WALL -- ----------- -- i I 100 S.F. +�+N N 0 I ' o � cN M 250 S.F. pN — --_._____ CONSTRUT 6" X 16" - - N �O N � N C 6" PRIVATE PVC STORM DRAIN ! I CUTOFF WALL PER 140 L.F. " BROOKS NO 1212 PARKWAY GRATE wPE_-E ® -BERM � r7 (UNLESS OTHERWISE SHOWN) PER RSD G -5 i N 3 LA. (UNLESS OTHERWISE SHOWN) CONCRETE RAMP CURB DETAIL, SHEET 2 106 L.F. CUTOFF WALL G -22 77 100 L.F. RIBBON GUTTER DETAIL SHEET 2 - a —�-` 108 L.F. I a a t RATED PAVERS OVER +N - - -' ENGINEER 1 TVV SOUTHERLY DRIVEWAY PROFILE SCALE: HORZ" 1 " = 10' VERT. 1 " = 2.5' w w R/W W w C)N X IntM z ON _H "? 22.7't 8.0' 17.59' EXISTING PAVEMENT NEW DRIVEWAY 24' SHOULDER nrnurnn,r 1 +50 PAVERS PER SECTION A -A ----- �1 -1/8" CLEAR THIS SHEET TEST VEHICLE HAS 6" CLEARANCE AND 10' WHEELBASE SCALE: HORZ. 1" = 10' VERT. 1" = 10' ITEM RSD SYMBOL QUANTITY PROPERTY LINE LLFF — — — — EXISTING CONTOURS Z 60 INVERT ELEVATION FINISH CONTOURS MICHAEL CLARK REVOCABLE TRUST 260-413 -15, 169 17,18 PLANNING CASE NO: _ 07- 1_88 -DRN /CDP 54 60 — PE PROPOSED SPOT ELEVATION _—. ^ CUT SLOPE (2:1) _v T FILL SLOPE (2:1) TF `1 SURFACE DRAINAGE 1.0% MINIMUM -- —� TOP OF GRATE PCC BROW DITCH D -75, TYPE B I=* TOP EXISTING SEWER MAIN - - - -s - -- EXISTING WATER MAIN TOP OF SCREEN WALL --- PROPOSED SEWER LATERAL SEE DETAIL �S 3 EA. AND PRIVATE MANHOLE THIS SHEET PROPOSED WATER LATERAL WAS WS -01, WC 17 2 EA. COBBLE SWALE DETAIL, SHEET 4 BIORETENTION FACILITY EXISTING GAS LINE - - - - -' EXISTING POWER POLE W /STREET LIGHT r LOT LINE - EASEMENT - SETBACK LINE — — FOUNDATION WALL BY OTHERS (UNDER SEPARATE PERMIT) RETAINING WALL C -2, C -3 175 S.F. " RETAINING WALL KEYSTONE 100 S.F. RETAINING WALL SHT 5 -8 250 S.F. GUARD RAIL SHT 5 -8 325 S.F. NO PARKING SIGN SPECIAL NOTE 6, THIS SHEET NP 2 'e, -;. 6" PRIVATE PVC STORM DRAIN SDR -35 SIZED ON PLANS 140 L.F. (UNLESS OTHERWISE SHOWN) BROOKS NO 1212 PARKWAY GRATE (PVT) ® 2 EA. (UNLESS OTHERWISE SHOWN) 9" ROUND GRATE (PVT) ® 3 LA. (UNLESS OTHERWISE SHOWN) CONCRETE RAMP CURB DETAIL, SHEET 2 106 L.F. CUTOFF WALL G -22 77 100 L.F. RIBBON GUTTER DETAIL SHEET 2 - a —�-` 108 L.F. a a PROPOSED PAVERS - TRAFFIC RATED PAVERS OVER 155 S.F. 4" PCC TO SATISFACTION OF CITY ENGINEER 3 1 PROPOSED PERVIOUS PAVERS 750 S.F. PROPOSED AC PAVEMENT 900 S.F. NOTES: THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS PART OF HIS BID. CASE NO. 07 -188 DR /V /CDP, APPROVED AS PER PC RESO 2011 -20 ON DULY 21, 2011. ZONING: R -11 ABBREVIATIONS: BW BOTTOM OF RETAINING WALL CO CLEANOUT EXIST EXISTING ULFF UPPER LEVEL FINISHED FLOOR `'FitULM L;KhU b' ENGINEERING DEPARTMENT APPROVALS V LLFF LOWER LEVEL FINISHED FLOOR PLANS PREPARED UNDER SUPERVISION OF DATE :L Z IE INVERT ELEVATION MASIH MAHER G, EG S Ds 5/ 4 /12- 5.7. W(2, DATE DATE MICHAEL CLARK REVOCABLE TRUST 260-413 -15, 169 17,18 PLANNING CASE NO: _ 07- 1_88 -DRN /CDP PE PAD ELEVATION ^ TF TOP OF FOOTING z I TG TOP OF GRATE c, TOP TOP OF PIPE TSW TOP OF SCREEN WALL LSk&,�fy° 4x1 TW TOP OF RETAINING WALL `�\ � Q s � Z "t "` "": """ r3': `'FitULM L;KhU b' ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT LIM L PLANS PREPARED UNDER SUPERVISION OF DATE :L RECOMMEN ED' APPROV -D: M GRADING PLAN FOR: 2175 & 2179 GLASGOW AVENUE /500 CHESTERFIELD Dpi. R.C.E. NO.: 40980 BARRY L. MUNSON EXp.: 3 -31 -2013 MASIH MAHER G, EG S Ds 5/ 4 /12- 5.7. W(2, DATE DATE MICHAEL CLARK REVOCABLE TRUST 260-413 -15, 169 17,18 PLANNING CASE NO: _ 07- 1_88 -DRN /CDP ca -- N0.40980 A Z Ld rF OF t; Al \F� O 1- DRAWIJOF8 0 Lj 1106 7 SHEET Q 9 oz N v`�hS s1'c�Pg�.oP�' �ASL►+ti�titt OO(, w. xonx- oasboft BYe GF t,7ota OgTE 0, , aoF PF gUGV TNOIT 141,ISS/p T 0 _ ~ 8 AP 5 2p�� CRgOf 34. 6 509 N 260, T�}.. LO 2p4 CNeST fRfi�C 14 \ I Og 2 pTw ...ti. crap i g 2p6 .OTC ':., :,;: • 1 � ... � c� � _ i �s . s, ,ti 205.7TW w d1 (a 41. � _ '�.0 220, TW \, � � 1 e 215. TF c� \, T,.o �� �O I �O w. , D Or c� Y` C?__220. TG j ^ c, \ti \ \v �s c� ,. 207._ N tNn O d- I z e 4 w \ 's- w m. \ t �(` r s o c v) N NI zr y ti r3 10 l en 20g_a6.__04 ? Q \ ^ �l �''•� f 1 j -217 CAICAOA04 ME�)r ?14Ar2'1J1_ AJ A k)C C- AMD 12EMOVAL COVL =,VANr Fblt. IrEMS A/C. a, 1I, 11 A.ND r'HE WALL. ®AJ CHF SrEftFf6Ln AEIC O ON MAY I., AS 100(,..# ! 101',.mx5z -115 I j v a0 220.OTG I r . �� tLu - `2 O 01 I \ J \ i �i -t, �_ I Of N N M tiry of \ d . [4ay ... CA C 9 - \ 1 11 I d W - , -'. O \ '�'` �� `q�,`, s`.I O \t,.r- 2j\'ti 0�. W M _._. i N.•' �... \.. �.' . Y ° m V`V/ O `. to /� cy / \ ct r4 ` V � `+n Jv l \ N N v� ii V In N n f 'a„ W d N - �� -•, +� I \ V' \ \ Q� °1 om_ -` �� I• %- ~ *MEDIA FILTER CONSISTS OF 18" OF ENGINEERED SOIL, "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. KEYSTONE WALL (OR EQ.) CUT IN PVC CONNECTION (6 ") EDGE ELEVATION (SEE BELOW) is �,. TOP ELEVATION X"V \ (SEE BELOW) DRILL ONE ORIFICE IN 12" PVC PIPE (SEE BELOW) 6" PVC SDR -35 ® 1% MIN MIRAFI 18" MIN MEDIA FILTER * ,'':� / FABRI IRS r _ pt ELEVATION 12" PVC SDR -35 WRAPPED W/ MIRAFI FILTER FABRIC TO GROUND SURFACE 1" DIA HOLES, 6 PER ROW / MIN. 6 ROWS @ 3" O.C. 12" PVC CAP LOT EDGE ELEVATION TOP ELEVATION BOTTOM ORIFICE DIA (in) ORIFICE CENTER ELEVATION MIN AREA (sf) BI+SSN Ip 25 204,2 203.7 200.2 .0" 203.2 66 0 26 205.2 204.7 202.2 60'24'09" N A 39 C. 27 207.2 206.7 204.2 2.0" 206.2 55 B 28 207.2 206.7 203.7 2.0" 206.2 112 A 26 203.2 1 20 7 1 N A N/h 48 E �z 220. TG '� � � O v` ow � °j� •.`� �, � � o� - _.211 oa1_��..__ _, .rn, 1 � �� ,�� _ _ v J o I �,� a� Q �, -- ���- STORM WATER TREATMENT IMP V w ?2o.9Tw �2 =- s _ �� °.� ,� :'; �i' �� 1316 RCfiCti7I4N BASIN DETAIL _V) _ V. 22 218.77E a J vN N z T 215 82 i 1y `0 y' - -- 22.4TG , a . - NTS N ` J I �_ -_ G AND METAL COVER ,V N � .°�'SA j� �' 1 I r�. L1 S 13 30" HDPE PIPE ADS OR EQUIV. LUG _ 1- y TO. `222.99 9 . TG 222. �'a fn \- PER RSD SC -01 222.5TW ti w _. °> m I ( -12HP 220.9TF. ar - A - I� _ to 11 I - e I -22.2 r \ o I o. o _. into N f N � ` '' .- 01 N ' a ,224.2 ..;�a 2 4 3- . ' . °22 94 ? ii, .. N i.... _:_q^ _ ' C14 v N . -. ^ - r f 12" MIN. 6' CMU WALL I NN N _ HDPE END CAP " „ - _- 'coa ,`..` (,�, ____ - - - -- -_ry j a 2 \ I 18 N. .:�. 12 PVC RISER 224 6TYV (n .__ IN DRIVEWAY 222.57E ! N NYOPLAST INSERT -A -TEE { -r n.. f - - - 98 _ ❑ L3 v , A 4 r, ri ci .. _ - r L2, 0 VN - . 30 0 0 W 2 N °C4 4„ PVC END CAP 1iDPE END CAP N N 18 : r t t T z `~ C3 JJ�� , I W/ DRILLED i_ ORIFICE O R I FIC E 4 PVC C 1% MIN. N E2 I D'ISTING 6, ALP WATER 1 -- . { _ yV _ .__ . .. ytt__ 1 _ 224 ° . __i ._ W _ _ 2 r ` _ 6„ PER SDWD WO -62 -16 iv 11 17 5 3 I "J N z L - .�/�� - - _ - _ .® - --- - - E1 - e._, ® ®-.. -® /1 ' PROVIDE OPEN I VERTICAL GROUT 7 __ - JOINTS WEEP 7 ,.,...,.a �,'T'F'fi' I �;_' HOLES) AT 16" I N N m 21 m GLASGOW m a tp�. 16W \ _- L /,r O.G. . N tD -ea- * O r�L" t. AV E. N N 4 00 M 00 N.J N N N M It L In IA - N NNE NNJ N N N N N ------ »-- -•-- -- N N N . NN N N Nw N N N N N i AAA LOT L I E1 I E2 ORIFICE DIA (in) Bearing /Delta Notes �5 SDRSD DWG D -3 TYPE C CURB INLET PER RSD „ THE PROPERTY FRONTAGE SHALL BE REMOVED AND I = C3 116.00 D -3 W /10 LF 18" RCP AND D -32 HEADWALL 27 81 1 208.7 © " p IV d w 22 __ 21 " - = - - - - - - - - - - - - - - 0� i PVC "CISTERN" DETAIL APPROXIMATE LOCATION OF Q EXISTING WATER LINE if CONSTRUCTION _NOTE S. • CONSTRUCTION NOTES (CONT). a o I NTS` OD 1 REMOVE EXISTING DOWNDRAIN 12 3 -1 8" PERVIOUS PAVERS RCP 2 PIECE PERMEABLE -I w o o SYSTEM (TUMBLED CHATEAU) OR ORCO AQUABRIC OR I i LLJ O2 CONSTRUCT STRUCTURAL MASONRY GUARDRAIL WITH UNI - ECOSTONE (SIMILAR FINISH) UNDERLAIN BY CLASS 2 LA_ ROCK VENEER FACING PER GUARD RAIL BASE, SECTION TO BE DETERMINED BY GEOTECHNICAL I i w N `" DETAIL ON SHEET 8 ENGINEER DURING CONSTRUCTION, W I I 1.- a r_ O EXISTING GUARDRAIL TO BE REMOVED f- I 13 PROPOSED CISTERN, SEE CISTERN DETAIL, THIS SHEET N = w z m MIN 4" HIGH X 24" WIDE HAND FORMED ASPHALT BERM I r AA I I \A/ A I I fl CT A l l a 4 GLASGOW EAST BACK OF CURB DATA TABLE 14 EXISTING PAVEMENT ON CHESTERFIELD DRIVE ALONG W Bearing /Delta Notes �5 SDRSD DWG D -3 TYPE C CURB INLET PER RSD Length THE PROPERTY FRONTAGE SHALL BE REMOVED AND I = C3 116.00 D -3 W /10 LF 18" RCP AND D -32 HEADWALL 12'48'39" REPLACED TO THE SATISFACTION OF THE CITY I 0 © 6' CMU WALL SERVES AS A FIRE BREAK IN LIEU 60'24'09" ENGINEER. SEE SPECIAL NOTE 7 ON SHEET 2. C4 99.97 OOF FUE MO DIIFII TATI REQUIREME , UNDER 15 3' LONG X 2' WIDE X 6" THICK RIP RAP (4' -6" ROCK) LID NOTES: 5.75 E PROVIDE OPENN GROUT JOINTS 69'53'20" BOC 1_4 PER CMU WALL DETAIL, THIS SHEET. 16 CONNECT TRENCH GRATE ':'0- CISTERN, 6" PVC SDR -35 L1 4.74 N39 *14'08 "E BOC O 112 SF STORM WATER TREATMENT BIORETENTION BASIN O EXISTING SEWER TO REMAIN 17 EXISTING 1" WATER LATERA`_ AND 3/4 ", '--SPRINKLERS L2 ® RIPRAP EI'AERGY DISSIPATOR PER RSD D -40 TYPE 1, N30.39'12 "W REQUIRED, UPGRADE TO DUAL ASSEM2_` AT OWNERS © 55 SF STORM WATER TREATMENT BIORETENTION BASIN No. 2'BACKING, T =1.1', L =7', W =4', Q =2.7 CFS, N56'1 7'05"E EXPENSE, © 39 SF STORM WATER TREATMENT BIORETENTION BASIN V =7.5 F/S 18 DISTRICT TO INSTALL 1" COPPER SERVICE AND DUAL L7 �O 6" WIDE TRAFFIC RATED TRENCH GRAT N12'58'19 "W METER PER WS -01 AND WC -17 AT OWNERS EXPENSE, O 66 SF STORM WATER TREATMENT BIORETENTION BASIN 10 {hIST-A LL \0� I CP W171t {iEAbWALL -E�/At�- rET^�vc icic- �EZ�i�E� --r j(- 19 PROVIDE 4 -8" X 8" VOIDS AT 16" OC AT LOW POINT ®O qg SFs 8A✓N. 11 3 -1/8" PERVIOUS PAVERS, ORCO AQUABRIC, 2Q CONSTRUCT 7' (NORTH) AND 10' /SOUTH) PCC H6L0C1-ry4A17MLC5S P-01k 01ZALUA6C- L9 UNI - ECOSTONEOR EQUIVALENT, TUMBLED CHATEAU FINISH, 32.79 TRANSITION CURB 1:OV6 JAMl RE'D'O ON AkAY3„ X0I)_ L11 ON 2" OF 3/8" CRUSHED AGG. OVER 6" OF 3/a" 62.89 N3939'12 "W AS 0OG G: °x.61'1 - 0 .14, 015$ L10 CRUSHED ROCK, PAVERS SECTION SHALL SUPPORT 21 EXISTING CENTERLINE STRIPE, GRIND AND RE- STRIPE I EP CHESTERFIELD EP DATA TABLE GLASGOW EAST BACK OF CURB DATA TABLE Number Radius Length Bearing /Delta Notes Number Radius Length Bearing /Delta Notes C3 116.00 25.94 12'48'39" EP C1 3.93 4.15 60'24'09" BOC C4 99.97 20.85 11'56'51" EP C2 5.75 7.01 69'53'20" BOC 1_4 0.59 N83'00'21 "E EP L1 4.74 N39 *14'08 "E BOC L5 30.66 N70'11'42 "E EP L2 37.29 N30.39'12 "W BOC L6 7.70 N56'1 7'05"E EP L3 52.01 N30'39' 12 "W BOC L7 12.06 N12'58'19 "W TIE ON PL GLASGOW WEST EP DATA TABLE L8 7.11 S87'58'34 "W EP Number Radius Length Bearing /Delta Notes L9 32.79 S70- 11'42 "W I EP L11 62.89 N3939'12 "W EP L10 0.42 S82. 08'33 "W I EP L 22 7.19 N17'23'48 "W EP 75,000 FIRE TRUCK. 12' FROM EP AS SHOWN, I \N NJVV W 23 C.O�IS'fzUG 12" 14IG14 Y_F_ySTDNE 22 PROPOSED PAVEMENT WIDENING ON GLASGOW, SEE NOTE. SCALE: 1" = 10' �' �1V1` ��� WALLS SPECIAL NOTE 7 ON SHEET 2. 0 10 20 tF dF CA\- \F O SEE SHEETS 5 -8 FOR STRUCTURAL DETAILS AND SPECIFICATIONS. DESIGNED BY: DRAWN BY: CHECKED Sr. Z CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. (D IS' P ADO WALLS W 0 3 DESCRIPTION: CADT -11 -DC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APPROVE Y: GRADING PLAN FOR: Lam! e DETAIL - LOCATION: NE ABTMT MacKINNON AV. BRIDGE „_ DATE: " , � ,- 2175 & 2179 GLASGOW AVENUE /500 CHESTERFIELD DR. RtOVa� its hSw RECORD FROM: CITY BENCHMARK HO NTAL: is • X1/1 11065 -G ELEVATION: 231.69 R.C.E. NO.: 40980 MASIH MAHER G EG S DS MICHAEL CLARK REVOCABLE TRUST lLor DATUM: NAVD88 VERT L: 1 -� s(d! (.� 260-413-15,16,17,18 Z BARRY L. MUNSON EXP,: 3 -31 -2013 5 DATE DATE PLANNING CASE NO: 07- 188- DRNlCDP SHEET 3 OF 8 V) U:\1data\ engineering \5271.01 \dwg \Grading \5271.01 Grading Plan.dwg20120430 EXISTING GROUND I 14'MIN. 7- PUBLIC TRAVELED WAY ISITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC TRAVELED WAY. ® STABILIZED CONSTRUCTION ENTRANCE CONTRACTOR IS RESPONSIBLE TO ENSURE SHEET FLOW IS MAINTAINED ACROSS FLOW BARRIERS. 1. SET STAKES AND EXCAVATE A 6BY6IN(15BY 15 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF STAKES. 10' MAX. . =:" -= 10 6 IN (15 CM) 2. ATTACH THE FILTER FABRIC TO THE WOOD 3, BACKFILL AND COMPACT THE STAKES AND EXTEND IT A MIN. OF 6" DEEP EXCAVATED SOIL. AND 6" ACROSS THE BOTTOM OF THE TRENCH. FILTER © SILT FENCE 9 I 111 1111.. ... V,.., I.I WOOD STAKE �E TEMPORARY GRAVEL BAG CHECK DAM NEW SLOPE 8" DIA. FIBER ROLLS GRAVEL BAGS OVERLAP ONTO CURB --\ RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED ® GRAVEL BAGS 6 IN (15 CM) COARSE AGGREGATE FLOW (B) L= DISTANCE SUCH THAT POINTS A AND 8 ARE OF EQUAL ELEVATION 24 IN (61 CM) FILL SLOPE DO GRAVEL CHECK DAM rAnTl if .l o,nnr OF UNLINED SWALE & BERM I�� h :M) I 1 TEMPORARY /CONSTRUCTION BMP LEGEND I w i A 11 —T- GRAVEL BAGS PER SC -4, SC -6 a000000oo f- II - - N SECURING STAKES TO HYDROSEEDING, PLANTING, GEOTEXTILES, MATS BE SET PER MANUFACTURER -III- - Ll,I INTERVAL AND DEPTH SPECIFICATIONS & FIBER ROLLS PER SS -2, SS -3, SS -4, & SS -7. I U I STABILIZED CONSTRUCTION ENTRANCE PER TC -1. I GO FIBER ROLL INLET PROTECTION PER SC -10. rrm MATERIAL DELIVERY AND STORAGE AREA PER WM -1 LLS SOLID WASTE MANAGEMENT PER WM -5 Ls HAZARDOUS WASTE MANAGEMENT PER WM -6 Q �QQROFESS /pNq� SANITARY WASTE MANAGMENT WM -9 WM -g y�N Q�V 4 MD e^yc Q3 y CONCRETE WASTE MANAGEMENT PER WM -8 L N0. 40980 SCALE: 1" = 10' o < SILT FENCE PER SC -1 OR GRAVEL BAGS - O O 0 10 20 F Of OAL \E STOCKPILE MANAGEMENT WM -3 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAW BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: CADT -II -DC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APPROVED GRADING PLAN FOR: LOCATION: NE ABTMT MacKINNON AV. BRIDGE DATE: j ' - � 2175 & 2179 GLASGOW AVENUE /500 CHESTERFIELD DR. RECORD FROM: CITY BENCHMARK tVE :NLTA L: "- X' ELEVATION: 231.69 MASIH MAHER G EG LDS MICHAEL CLARK REVOCABLE TRUST 11065 -G DATUM: NAVD88 R.C.E. NO.: 40980 574 / n 260 -413 -15, 16, 17,18 AS U l - : 1 n —�{' BARRY L. MUNSON EXP.: 3 -31 -2013 DATE DATE PLANNING CASE NO: 07- 188- DRN /CDP SHEET 4 OF 8 UAldata\ engineering \5271.01 \dwg\Grading \5271.01 Grading Plan.dwg 20120430 w o 12 w�� w o n 2 V v z z Z O W a ►I Z Ld Lj z 0 Z LEI O 0 W_ E Q V) U I I =Mn 1%=xJIKIIVC7 SMLA tL IIV7rtl. 11UN BASIS OF DESIGN SEE SPECIAL INSPECTION PROGRAM ON Sla GENERAL SUMMARY OF SPECIAL INSPECTION Code: 2010 California Building Code 1. concrete 10. 5pral applied flrsproofhg 15.4 Provide soil STMIM test FOUNDATIONS 2. Bolts Installed h concrete 11. TJosp foundations fol lhnqq, results, exprnsfon hcbx, Allowable soil bearing pressure for combined dead and live gravity S. Concrete moment resisting drIlbd piers t cabsons) reconrnendakbns for loads = 1500 psi. space frame 12. Shokcrete foundations, on grade Poor 4. RshPorci g steel and 13.1 Verify soil conditions are slab desk3n for each Follow recommendations made within soils report. prestressing steel subskartlauy In conformance building sffe Soils report by: East County son Consultation aid Engheerhg Inc.. 5.1 A5pll�sctructura"I wel�q with the soft Investigation 14. Smoke - control system 10925 Hartley Road, Sulks 'I' 5.2 Swiallrorr Resisting report I5. Special cases ii 5tee 132 Verify Oak foundation 16. dff-slte fabrication of Santee, Ga 2011 53 wsl ng rohPorc steel excavations extend to proiler building component (619) 258 -'1901 6. High s5rengtfi bolt dpi and bearing strata 19. Other structural p kbn Project No.: 01 -1160 T. Structural "1°°°^r9 133 Provide soil compaction test as roquirsd by deslg er 8. Reinforced gam" car 133 results, depth to fill, relative 18. Structural Wood Dated: September 2T, 2011 FOUNDATION & RETAINING WALL NOTES 9. Insulating concrete fill d.rsity, bearing values 1. PER SOILS REPORT DATED MAY 3, 2007, PG. 11 No. Description of type of Inspection requirscl, location, remarks, eta. Design strength REFERENCE DOCUMENTS "ADEQUATE MEASURES SHOULD BE UNDERTAKEN TO PROPERLY 212' -x FINISH GRADE THE SITE AFTER THE STRUCTURES AND OTHER T. 8' C.10.; REF. Dn. 041-M fhn =1500 PSI General Contractor to have the following documents to rotor to and TAF. 4 IMPROVEMENTS ARE IN PLACE, SUCH THAT THE DRAINAGE WATER T. 12' G.M.114 REF. DTL. #41-4414 53 VAN 1500 PSI be familiar with, as they relate to this project. `::;:`••;` - WITHIN THE SITE AND ADJACENT PROPERTIES IS DIRECTED AWAY I. Building Codes: 2006 International Build Gods FROM FOUNDATIONS, FOOTINGS, FLOOR SLABS AND THE TOPS OF T. Ib' G.MU REF. DTL.+141 fYn =1500 PSI n9 A5GEl5EI 7-05 hg _ SLOPES VIA SURFACE SWALES AND SUBSURFACE DRAINS TOWARDS 13.1 PER SOILS REPORT FOR SITE PLAN ON 15'$" TAF• THE NATURAL DRAINAGE FOR THIS AREA. A MINIMUM GRADIENT OF 2. Concrete: AGI 318-05 # AGI 318 R-05 T.O.F. 1 PERCENT IS RECOMMENDED IN HARDSCAPE AREAS. FOR EARTH 152 PER SOILS REPORT S. AGI 590 /ASGE 5/1T45 602 AREAS, A MINIMUM GRADIENT OF 5 PERCENT AWAY FROM THE 133 PER SOILS REPORT AGI 530.1 1ASGE b/fM5 602 STRUCTURES FOR A DISTANCE OF AT LEAST 5 FEET SHOULD BE �':.:`•': PROVIDED. EARTH SWALES SHOULD HAVE A MINIMUM GRADIENT OF 11. ENGINEER OF RECORD TO BE NOTIFIED BY CONTRACTOR TO PERFORM 4. Complete and current wet stooped GOP'J of structural 2 PERCENT. DRAINAGE SHOULD BE DIRECTED TO APPROVED DRAINAGE morkhg drawings. q4 FACILITIES. THIS INCLUDES THE EXISTING DRAINPIPE WITH AN INLET PERIODIC a FINAL STRUCTURAL OBSERVATION PER STRUCTURAL OBSERVATION "` t : ` -0N GLASGOW AVE PROPER SURFACE 5. Construction bkrbr with all communications ad supplemental AVENUE. PR RFACE AND SUBSURFACE DRAINAGE PROGRAM BELOW (CONTRACTOR TO NOTIFY ENSINEER MINIMUM OF 12 HRS. information Inside for reference and telephoro conversation. 1s•I WILL BE REQUIRED TO MINIMIZE THE POTENTIAL OF WATER SEEKING •:; �F. 2Z1-g .. ..... ;:,;;;: THE LEVEL OF THE BEARING SOILS UNDER THE FOUNDATIONS, PRIOR To COMPLETION OF FRAMING OR FOUNDATION FOR ENGINES To 6. Soils reports and adderdxre, ff any. TA.F. "` •' * < ' ' `: , >. :... FOOTINGS, AND FLOOR SLABS, WHICH MAY OTHERWISE RESULT IN UNDER PERFORM OBSERVATION). MINING AND DIFFERENTIAL SETTLEMENT OF THE .:•........:• :•. . AND OTHER IMPROVEMENTS." STRUCTURES 6ENERAL NOTES AND SPEGIFIGATION5 24 50. PILASTER " I. These notes, specifications and details on these 5 sheets apply to all IV 44155 VERT. drawkncp and all parks of the project. 21T' -6' 2. ai Out lions ed^bawm, plans, or�detalSl Immediately IF them b any questions TAF• STRUCTURAL OBSERVATION PROGRAM S. All construction, materials ad workmanship to conform to _ Engineer of record to be notified by contractor to perform periodic and final structural observation requirements of the International Building Code ad local governing ollowhg stages aF construction: codes, latest edition. at 24' 50. PILASTER Concrete: Prior to each pour and final pour. 4. The contractor shall verify all dimensions, elevations and site tV/ 445 VERT. Masonry: Prior to each gating IMk ad final Ilft.Itlonsy tang wok ad notify the architect ad engineer :. •:: S. The contractor to locate all underground and overhead uklllkbs prior to starting work. rj) Above observations we In addition to, aid are not in Iieu of City or County Inspection, neither are 6. The contractors shall provide and maintain adequate shoring and _ they in lieu of Special Inspection where Special I Lion Is required (See Sic for Special Inspection bracing as required for stability of the structure ad adjacent Program for Items requirin g Special Inpsection). actor to notify eennggineer a minimum of I hours structures during all phases of construction. Them cram" prior to such time when observations are required. Failure to notify engineer will result In engineer represent the finished structure and do not Include design of shore 221' -8' inability to prepare observation repot. or other means ad methods employed h construction OF the project. All observed deficiencies shall be c TAF. in write to the owner's Inns, ion In spector, T. The contractor shall Immediately notify the engineer of conditions c reported writing sue contractor and I ton Services. line structural observer err statement to shall subm tr I a written which In his a her Inbn m the stability any rispec endanger of the structure I k Serve ion cos that sits vblLs have been made clod Identl deficiencies that op rnspec Inning reported or cause distress of the structure. •;::::: `: any have not been resorted. The structure will not be h compliance until k}a desk3rier has notified 8. the contractor to Immediately notify the her of situations ,:.:; Inspection Services that all deficiencies we resolved. y e^9 any or problems due to unforeseen conditions. 9. Construct those features of the project, which "a! 9 not be full shorn, MA50NRY In manner similar to that used for similar features. TAF :.:.:::•` ..:..... .:.::: I. Provide masonry units conforming to ASTM G-90 Grade N with 1500 os.l. minimum compressive 10. Working dimensions shall not be scaled from plane, sections or strength. No special Inspection required, U.O.N. details on these structural drawings. Not beer for additional Q :';:::b!L'1 ': :, ,: ,,,r' 2. Use one 'S' mortar. Grout Gelb solid with 2000 s.i. 8' to 10' oaks inPorooklat required to note Ane t. :;:; :: y P grout g slump. q comp project. 4i :`' 'e:; :'., Grout to be mechanical vbraked. :2r.'!}Q:......... t! 11. The hoer of work will not be liable for unauthorized s to sng change • :•.:• :• •::::•:;•::::::.... :... ::•:::._._.:. °.:. °.::::::• :• :•. ................::•.:: • : the construction Ian. All to plans S. Use Intermediate ode ASTM A615 Grade 60 reinforcing tall except use Grade 40 deformed p changes p must be In writ ad ?:: 9 n9 5 Pt ti9 must be approved of r the beer record and ;:: �.:::..: STM A615 issued directly for t14 and tp smaller. All I to be contactl - :....�........:.. T.O.F. T u; Per ails ails aPPrav by erg 9 MJ 4 the engineer with a wets d 4. Use ear moight common block laid In running band. en9 �'Pe LOPy. 12. D Innensbrie to take ecedence over scale ear scale over small 5. Provide clearance between inskle face of shell Pr , 9e IV ad Pace of reinforcement ka . U .. •:`:.. :;••�:;::: :::::::::: ::•: ..::.:.°: .:.::::. ......`:•• ::.. .,. �.: �: "`•;`.:. Contractor to coordinate with block manuPacturor nor to sett reinPorcerrerit. v::iiii4•i ti�iri ?;•' ^Fc..i: ::.iir:zE . :r :. 21ia <•• � � ad specifications over drawings. . 13. Site drainage, waterproofing grading, operation, son , b ::::::::: MaxMnlm out INt shall Other TAJN. •;? 209-9 g not exceed 5-0 h one day. .... •: • pod pr fir oofl zoni uireonernts eleckrkaf :• :: • ;;::.• •::.. .....�•: •:.. :.::;•:::::: • ::: :; .::::::::�:: ...;:�:;� ng, , mechanical, ad '' ' T. Where "Special Inspection' b indicated for on structural lab ad/or structural details, structural crlt�erlagrnok art of these lays. ;'; "spec rispec of sorr9 P P P .� :•.: *;.. •: 213' -0' �` =7' , :;; ;•: refer to Special I tion Pr am on sheet Sla. TA 52 ::::. :•: 10 FLAGSTONE WITH 1 ° TO 2" CIRCULAR SHAPED FLAGSTONE " .:.;�','''' ;'_'�'t GAPS WITH PLANTED AND ROUND METAL COVER 8. Bond berm unit shall be used for all horizontal rolnforckng steel. GROUND COVER CUT IN PVC CONNECTION (6 ") 9. Vertical cold Joints are not permitted unless noted otherwise on drawings. 213' -0' DRILL ONE ORIFICE IN 12" 10. First course of blocks above openings shall be IhkeUborid bean nits. TAF. 12 -18" DRY ROCK PVC PIPE (SEE BELOW) II. Horizontal construction joints: when grouting Is stopped for one hour or longer, the gat pour STACK WALL ROCK DRY must be stopped lPi' below the top of the upper unit. 12. Contractor shall adequately brace all masonry walls until floor a en d/or roof framing has be TOP /EDGE ROCK erected completely. ELEVATION STACK WALL 13. Reinforcement Inn Splice Note: Wiers tensile stress h reinforcement b less than 80% of (SEE BELOW) M4 56" allowable steel tension stress Fs, bask lap splice of SEE ARCHITECT FOR CURVES 15 45" La=A02dyf, is used. Refer to construction details. I.I.O.N. use 6" MIN MEDIA FILTER * 06 54' lap slice length on left side of this note. s'I 63' 119 8I' 111 99 RETAINING WALL PLAN F RER� ° ° oN �/1�� FABRIC ° 1/40 SCALE ° OO ° 6" PVC SDR -35 0 1% MIN. CONNECT INLET PIPE TO RISER AS SHOWN, PROVIDE SEAL AT ill PLUS CONNECTION BOTTOM GRAVEL ° J ° ° 1" DIA HOLES, 6 ELEVATION PER ROW/ MIN. 6 (SEE BELOW) ° ° ° ROWS 0 3" O.C. ' 12" PVC CAP LOT EDGE ELEVATION TOP ELEVATION BOTTOM ELEVATION ORIFICE DIA (in) ORIFICE CENTER ELEVATION MIN AREA (sf) 25 204.2 203.7 200.2 2,0" 203.2 66 25 205.2 204.7 202.2 N/A­ 39 27 207.2 207.2 204.2 2.0" 206.2 55 28 207.2 207.2 203.7 2,0" 206.2 112 T ®POW�- A 6' PVC SDR -35 INLET PIPE, SPANNING *MEDIA FILTER CONSISTS OF 18" OF ENGINEERED SOIL, "SANDY LOAM" SOIL MIX ACROSS IMP INTO GRAVEL WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% W /PERFORATIONS AND WRAPPED SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. W /MIRAFI FILTER FABRIC WITHIN GRAVEL, STORM WATER TREATMENT /IMP PLANTER BASIN DETAIL WITH FLAGSTONE CAP f NTS ./ E.A.D. Inc. STRUCTURAL DESIGN CONSULTANTS IV SNMAW SIff W Sam fir" "O#M &W 911&2 -61255 FAX#1755 -66619 Pj�W PREPARED UNDER Af#iMD IMAPDOIls'i N"IM °T' ENGINEERING DEPARTMENT APPROVALS DATE' - fRECOMMENDE DATE R.C.E. NO.' 65� MASIH MAHER EXP.: �' O 5/4/1 Z DA-M CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DING PLAN FOR 2175 $ 21179 GLASGOW AVENUE1500 CHESTERFIELD DR. MICHAEL CLARK REVOCABLE TRUST 260.413-15.16s 17s 1S PLANNING CASE NC: DRAWING NO. 11065 -G SHEET MA50NRY SPECIAL INSPECTION PROGRAM 2006 I.B.G.: TABLE 1104.5.1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION (1) LEVEL I SPECIAL INSPECTION INSPECTION TASK FFXOJMY OF INSPECTION REFERENCE FOR CRITERIA Continuous drhq task listed Perbdkallqq durN task Is-ted IBC Section ACI 530 /ASCE 5/TM5 402 ACI 530YASCE bt" 602 I. As masonry construction begins, the folloming shall be verified to ensure c Iksnce: - - X 4. Verify use of proper materials, densities and Ilft thicknesses during placement and conpmton of compacted fill. X a. Proportions of site- prepared mortar. - X - - Art. 2.6A b. Construction of mortar Jokntss. - X - - Art. 335 c. Location of reinforcement, correctors, prestressing tendons and anchorages. - X - - Art. 3.4, 3.bA d. Prestressing technique. WA WA WA WA WA e. Grade and size of prestressing terdlors and WA WA WA WA WA 2. The Impaction program shall verfy: design Is used. 55 select Structural STAb6. r a. Size and location of structural elements. - X _ _ AM. 336 b. Type, size and location of anchors, Including other details of anchorage of masonry to structural members, frames or other construction. - X - Sec. 1.2 .2(e) 2.1A 3.Ib - c. Specified size, grade aid type of reinforcement. - X - sec. 1.13 Art. 2.4, 3.4 d. Nbldhg of reinforcing bars WA WA WA WA WA e. Protection of masonry during cold weather (temperature below 40' F) or hot weather (temperature above q0' F). - X Sec. 21043, 2104.4 - Art. 19C, IbD f. Application and measurement of prestressing force. WA WA WA WA WA S. Prix to grouting, the following shall be verified to ensure compliance: Typical VON. LInine Otherwise Noted placement for proper application techniques. X a. 6rout space Is clam. - X - - Art. SM b. Placement of reinforcement and connectors and prestressing tendons and anchorages- - X - Sec. 1.13 Art. 3.4 c. Proportkrs of site- prepared grout and prestressing grout for bonded tendons. - X - - Art. 2A8 d. Construction of mortar Jokits. - X - - Art. 53B 4. 6rout placement shall be vergled to ensure compliance with code and construction document provisfore. X - - - Art. 35 a. 6routIng of prestressing bonded tendons. WA WA WA WA WA 5. Preparation mil of required grout specimens, mortar specimens and/or prism be � X - Sec. 210522, 21053 - Art. IA 6. Compliance with required Inspection provisions of the construction documents and the approved submittals shall be verified. - X - posttensioned concrete and prior to w 70o me mom Tor - -pedal inspection nor 5esmw Kesiownew. ENGINEER OF RECORD'S ADDITIONAL REQUIREMENTS At every 4' -0' Iift prior to pour, the followhg Item are to Impacted and vorNied: 1) Letter of verification that 1500 psi minimum compressive strength Is being used. 2) Letter of verification that 2000 psi grout is being used. 3) Letter of verification that only type '5' mortar is being used. 4) Reinforcement type, Grade 60: 05 bars and larger, Grade 40: 04 bars and smaller. 5) Reinforcement size. b) Reinforcement location. T) Adequate ties. 8) Adequate lap at splices. See 51 Masonry rotes). q) Wall thickness. 10) Verify that blocks are open -arid block. II) Provide It" clearance between inside face of shell ad two of reinforcement (typl(aU. 12) Verify that all vertical and horizontal reinforcement Is tied In place prior to Inspection aid grouting. SOIL SPECIAL INSPECTION PROGRAM 2010 O.B.C.: TABLE 1104.1 REQUIRED VERIFICATION AND INSPECTION OF SOILS(') VERIFICATION AND INSPECTION TASK cONTIW01i DURING TASK LISTED PERIODICALLY DURING TASK L157ED I. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. - X 2. Verify excavations are extended to proper depth and have reached proper material. - X S. Perform classification and testing of compacted fill materials. - X 4. Verify use of proper materials, densities and Ilft thicknesses during placement and conpmton of compacted fill. X - 5. Prior to placement of compacted fill, observe subgrade and verify that site has been prepared properly. - X ILI 500 MIS sheet for - 5p*4101 Inspection for 5615mk Resistance' . SPECIAL INSPECTION PROGRAM Notes I. Use these programs for Item roquirhg Special Inspection. Reference Table on 51. 2. Reference material specifications for wood, concrete, masonry and steel on 51. 3. Special Inspections are to be performed by qualifled reputable Inspectors hired by the owner or the owner's representative. 4. The Special Inspector must be certified by the City or County of San Demo, Development Services, in the category of work required to have Special Inspection. S. The construction materials testing laboratory must be approved by the City of San Diego, Development Services, for testing of materials, system, components and equipments. 6. Fabricator net be registered and approved by the city of San Diego, Development Services, for the fabrication of members and assemblies on the premises of the fabrkator's shop. 7. Fabricator shall submit an 'Application to perform Off -Site Fabrication" to the Inspection Services Division for approval prior to commencement of fabrication. 8. Fabricator shall submit a 'Certificate of Compliance for Off -Site Fabrication' to the Inspection Services Division prior to erection of fabricated Item aid assemblies. q. A Property bOywners Final Report form for r mork required to have special I spections, testing and structural observations must be sbmilete by tin propesbnt ower, p >jNlrt4 oww's agent of record, architect of record ar engineer of record, and 10. The special Inspections kbnttled on the plans are In addition to, and not a substitute far, those required to be performed by a 6419 or County's building inspector. II. The contractor red pomble for the construction of the seismic- force- resistkny system shall submit a written Statement of Responsibility to the building official prior to the commencement of work an tFs jpkm. CONCRETE SPECIAL INSPECTION PROGRAM 2010 G.B.G.: TABLE 1104.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CON5TRUCTION N VERIFICATION AND INSPECTION CONTIN10U1' PERIODIC REFERENCED IBC REFERENCE Not to Scab O.G. On Center STANDARD On center I. Inspection of reinforag steel, Including - X ACI 318: 35,1.1 -T.T 1913.4 prestressing tendons, and placement. PL PIaEe PLY Plymood 2. Inspection of reinforcing steel weldkq h 1 ?043, Item 56. Pounds per square foot PSI AW5 01.4 ACI 318: 352 - accordance with Table REF Reference REINF Reinforcement 3. Inspection of bolts to be Installed In Required RJ Roof Joist 15' concrete pprrior to and dun placement of concrete where allowable loads have X _ Sim 1 been Increased or whore strength Simpson Strong Tie SPEC 8.13121ib: 14112.1 design Is used. 55 select Structural STAb6. r 4. Irnsppeecction of anchors Installed In hardened concrete. _ X ACI 318: 5.15.6, 8.13, 21.29 1912.1 S. Ver[Nhg use of required design mix. - X ACI 518: x.4,5.2 -5.4 1410422, 19132, 19133 6. At the time fresh concrete Is sampled to Tongue and Groove T.O.C. Top of Concrete T.O.F. fabricate specimens for stre ts, T.0.6B. Top of trade Beam ASTM C 112 Top of Steel perform " aid air content tests, and X - ASTM C 31 10113.10 determine the temperature of TOP Top of Footing ACI 318: 5b, 59 Top of Parapet the concrete. Total TOW Top of Wall TS T. Inspection of concrete and shotcrete TYP Typical VON. LInine Otherwise Noted placement for proper application techniques. X - ACI 318: 5.q, 5.10 10113b, Ig13.1, 14139 8. Inspection of maintenance of specHied _ X ACI 318: 5.11 -5.13 10113A curing temperature and techniques. Wood WT Weight WWF q. Inspection of prestressed concrete. a. Application of prestressing forces X _ ACI 318: 1820 b. 6routhg of bonded prestrmiig tendons In the seismic force ACI 318: 18.18.4 resisting system. 10. Erection of precast concrete members. - X ACI 318: Ch. 16 - II. Verification of In situ concrete strength, prior to stressing of tendons In posttensioned concrete and prior to - X ACI 318: 62 - removal of shares and form from beans and structural slabs. 12. Inspect formwork for shape, location avid dimensions of the concrete member - X ACI 318: 6.1.1 - being formed. t (U See this sheet for 'Special Inspection for Seismic Resistance'. E.A.D. Inc. STRUCTURAL DESIGN CONSULTANTS ,W STEYFNSAW &ff W &%W ty 40Y Off~ &V/7 m /w -&-w Fitt'"w -M • (W New • At A.B. Anchor Bolt ABV Above ADJ Adjacent AFF Above Finished Floor ALT Alternative APPROX Approxhralo(ly ARCH. Architectural B.N. Boundary Nailing B.O.B. Bottom of Beam BILK Blocking BM Beam DOT. Bottom BR6 Bearing STWN Between C Cariber(ed) C.J. Calling Joist CANT CaitiFever Clip Cast -kn -Place CL Centerline CL6 Calling CLR Clear CMU Concrete Masonry lint COL Column CONC. Concrete CONN Connection CON5T Construction GTR Centered) d Percy (nalis) D.F. Douglas Fir DIN- Double DIA (a) Diameter DIAPH o DIM Dimension DN Down do Ditto (Repeat) DP M% Drawing EA. Each E.N. End Nailing EF Each Face ELEV Elevation EMBD Embedment) EA Each Way EXSTS t Existing EXT Exterior FP. Finish Floor FN. Field Nulling FIN FlnWed) FLR Floor FDN Foundation FIRMS Fran kd- FT Feet FT& Footing 6A 6ALV bfalva lze(d) 6B 6rnde Beam as blue Laminated Beam HD Hold Down HDR Header HSR HFkanrnngqeerr NORZ(H) Horizontal HSS Hollllmow{ Structural Section HT me Iwo) Inches INT Interior JST Jost K Kips 00000's) KSI Kip I square kith qn9 Bolt lb LIS (0) P ie oixas) LTWT Light Weight M.L. Micro-Lam MA5 mmmq MATL. Material MAX Maximum MB Machine Bolt MECH Mechanical MF Moment Frame MFR Manufacturer MIN. Minimum Misr Miscellaneous MTL Metal NO a Number NTS Not to Scab O.G. On Center oc On center P/C Precast Corwrete PCP Pounds per cubic ft. PEW Perpendicular PL PIaEe PLY Plymood PSF Pounds per square foot PSI Pounds per square Inch P51. Paralam Strad Lumber REF Reference REINF Reinforcement REQ'D. Required RJ Roof Joist 15' Opening SHT Set Sim Similar SIMP. Simpson Strong Tie SPEC Speclfkatbns so Square 55 select Structural STAb6. r STD Ski&rd STRIKT Structural SW Shearmll SX.A. 5hearwall Above T4B Top and Bottom T46 Tongue and Groove T.O.C. Top of Concrete T.O.F. Top of Footing T.0.6B. Top of trade Beam TAS. Top of Steel THK Thick THRO Threaded) TN Toe Nail TOP Top of Footing TOP Top of Parapet TOT. Total TOW Top of Wall TS Tube Steel TYP Typical VON. LInine Otherwise Noted LINO Unless Noted Otherwise VERT Vertical VIP W Verify In Field stoor"de Flange W.P. Waterproof W/ With WD Wood WT Weight WWF fblgd Wire Fabric CONCRETE I. Use 2500 psi 28 day strength normal weight concrete for footings and slabs unless otherwise noted. 2. Use 4000 psi 28 day strength normal weight concrete at all grade beans, where indicated on plans. S. All wwate specifled co 4000 psi to have Special Inspection provided. Refer to Special Inspection Program on sheet 51a. 4. For aggregate, use W rock. Pea gravel not to be used. 5. Contact soils "haw for all concrete add mixtures due to age specific soil condltons. All add mixtures must be approved by 0ngheer of record prior to use. 6. Ibe Intermediate Grade ASTM A615 Grade 60 deformed reinforcing typically, except use 6rade 40 deformed reinforcing per ASTM A615 for No. 4 and smaller. Basic tension lap splice to be for Class B top bars. For placement and detalls of reinforcement we A61318 -05 chapter 1. For development aid splices of reinforcement we ACI318 -05 chapter 12. T. Unless otherwise specifically detailed on structural dra iings, observe the foiiowlrig reinforcement coverage: Cast against and permanently exposed to earth 3' Formed surfaces exposed exposed to earth or weather: bars 2N #6 and 05 and smaller bars Ilz' Not exposed to weather or in contact with the ground (slabs, walls, Joists): 014 and 018 bas Ids' 01l and smaller bars 04' Primary reinforcement atirrnlps, ties or spirals (Beans aid Columns) IP' 8. Reinforcing, anchor bolts, holdowns, etc., to be tied securely in place prior to foundation Inspection and concrete placement. 4. Framing contractor to verify location of holdorm anchors and anchor bolts prior to pouring of concrete foundations. 10. Sleeves, pipes and condults shall not be placed through continuous or spread footled, grade beam, pile caps or tie beams, unless shown and approved by engineer of record and shown on structural details. II. Conduit shall rot be placed in any concrete slab. Penetration size and locations to be approved by engheer of record. 12. Devel Lei* of Standard Hooks In Tension 9 20" 041 2211 010 2411 sell Devolowent Lonatb of Standard Ht ok (U Dar Size f'c =2500 psi f'a =3000 psi 104000 psi as -d" b' 5' q' as T' 111 10, . t#Io 13' 12' 10' 15' 14' 12' IT' 16' 14' 2018' 15' 21' 20" IT" 011 24' 22' 20" •,., - •.�, -.1� - .11..1 •, _ �_ •�� _ 1'c =2500 psi I6�R7wr• • oi: I.ws�svm eT: s.-n�• _ -I eT: ENGINEERING DEPARTMENT APPROVALS INMAW PUiNS PREPARED UNDER SUPERVISION F RECOMMENDED- APPRO D: DATE 4A M R.C.E. NO.: 1W181H llAleaFIER fibl! r 4� Af blNAhoousr 5 / 4 / 12 5.7 / 2w Z DATE DA,1E ®umn©oor MUMUMMMI 13. See sheet Sic for Special Inspection Program for concrete requiring Special Inspection. s ads 'K * 'P as �;'��'•li��iL'i •,., - •.�, -.1� - .11..1 •, _ �_ •�� _ 1'c =2500 psi I6�R7wr• • oi: I.ws�svm eT: s.-n�• _ -I eT: ENGINEERING DEPARTMENT APPROVALS INMAW PUiNS PREPARED UNDER SUPERVISION F RECOMMENDED- APPRO D: DATE 4A M R.C.E. NO.: 1W181H llAleaFIER fibl! r 4� Af blNAhoousr 5 / 4 / 12 5.7 / 2w Z DATE DA,1E ®umn©oor MUMUMMMI 13. See sheet Sic for Special Inspection Program for concrete requiring Special Inspection. s ads 'K * 'P as CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DING PLAN FOR: 2175 & 2179 GLASGOW AVENUE1500 CHESTERFIELD DR. MICHAEL CLARK REVOCABLE TRUST 260-413-15,116,1171 18 PLANNING CASE NIA r DRAWING NO. 11065 -G SHEET 10 Won C Z Z w Ld W Z 6 Z LaJ O H w_ E Q N J J J J0 4� jai lz °- Isl U Z C� Z LLJ Ld z V Li O F— w 0 Q N #5 DOWELS ® 24" O.G.* Q 50" cV #5 0I6 "O.G. VERT. 30 n 8" G.M.U. SOLID GROUTED PROVIDE r' SPECIAL INSPECTION EQ' Ea. #q �24"O.C. 8" GMU SOLID GROUTED dJ PROVIDE SPECIAL INSPECTION -�' #5 @161 O.0. VERT, #4 ®24 "O.C. HORIZ. #5 ®I b "O.G. VERT. 2x4 GOVT. KEY 50 "L #4 ®I6 "O.C. HORIZ. #5 024 "O.G. 5011 iy #4 024 "O.C. HORIZ. � � rml, x _ D_ 12" GMU SOLID GROUTED � d PROVIDE SPECIAL INSPECTION #5 DOWELS ® 24" O.G.* 30 — _� iv - #5 ®Ib "O.G. VERT. 11 EQ. IEQ. N 50 z _ 6" 2' -0" 5 - #5 CONT. T.4 B: In 2 OVER 21-611 HORIZ. z H EQ. 8" G.M.U. SOLID GROUTED Ea. IX #5 ®I6 O.G. VERT. z • PROVIDE SPECIAL INSPECTION X 8" G.M.U. SOLID GROUTED ►d- d PROVIDE SPECIAL INSPECTION #7 ®I6 "O.C. VERT. DRAINAGE WATERPROOFING X a- PER CONTRACTOR d cV 2 -� #4 ®8 "O.C. HORIZ. O Z ? #4 ®16 "O.G. HORIZ. X #4 alb "O.C. HORIZ. p (V m I6" G.M.U. SOLID GROUTED F _ i PROVIDE SPECIAL INSPECTION d 12" G.M.U. SOLID GROUTED O J 12" G.M.U. SOLID GROUTED m d PROVIDE SPECIAL INSPECTION PROVIDE SPECIAL INSPECTION m _ cV 2!b" COVER ? p #5 ®Ib"O.C. VERT. m #7 08 "O.G. VERT. —_ —_— — — DRAINAGE 4 WATERPROOFING m - III - III - III -III - PER CONTRACTOR -. DRAINAGE WATERPROOFING I= III — III -I I- I III I -I I o, 2x8 CONT. KEY #5 ®16 "O.G. 2%4 11 COVER PER CONTRACTOR =1 =1 = _ Q� °° TOP 4 BOTTOM TYP. 2x6 CONT. KEY 2x6 GOVT. KEY O ���, ° ° ° 4 - #5 CONT. T.4 B. ° 5 - #5 CONT. T.4 B. ° ° #5 0I6 "O.C. TOP 4BOT. zior O �m� O }mw lu I- w ? �� N 8d2 z�Ioilz �w %"u QQ 0 �d�i - f -I s� Qp -�dd5 _ 5" COVER TYP. 5-45 T45 G NTINUOUS #7 ®I6 "O.C. TOP 4 BOT. 4' -O" - 1 -#5 CONT. 12 611 51-61 6 4, -a„ b' -0" 5' -5" * BACK -FILL WALL PRIOR TO ANY SLAB RESTRAINTS 4q C4]5 * BACK -FILL WALL PRIOR TO ANY SLAB RESTRAINTS 41 MESS/ IN T ♦f Uf CA���`� DATE BENCHMARK EAD. Inc. �'w®w �� ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: �T 114X LOCATION: NEAffW M=MNNONAV. BRIDGE R� C� ELEVATION: 231 AS DATUM NAVM • STRUCTURAL DESIGN CONSULTANTS W STSMAW S6W .V7 Sa VA aWV CA[AG19'I�A =/3 AWW -W55• fAX(�6IN -5BB8 PLANS PREPARED UNDER SUPERVI I F A� oAT� 'L - R c E. No.: X03 ANMADIMAII)OUST Ems.: / RECOMMEND MAS�I MAHER 514117, DATE APPROVE: �� > �5 DATE QRMNG PLAN FM 2175 A 2179 GLASGOW AVENUE1500 CHESTERFIELD DR. MICHAEL CLARK REVOCABLE TRUST 280.415-15,18,17,18 PLANNING CASE NO: 07- 100-0RNICDP 11065 -G But Zof SHEET 7 OF 8 J J J J0 4� jai lz °- Isl U Z C� Z LLJ Ld z V Li O F— w 0 Q N #4 024 "O.G. HORIZ. 8" G.M.U. SOLID &ROUTED EQ. EQ. �' SPECIAL INSPECTION 8" G.M.U. SOLID GROUTED �t Q Q #4 024 "O.G. PROVIDE SPEC. INSPEG. .fl HORIZ. #4 ®24 "O.G. 50" to 8" G.M.U. SOLID &ROUTED HORIZ. Bo"� PROVIDE 5PEG. INSPECTION #5 DOWELS 24" O.G.* Q #5 DOWELS ® 24" O.G.* in 30 3O" F VERT. "O.C. < _ z 2x4 CONT. KEY d) Z DRAINAGE 4 Q I WATERPROOFING `r O SLAB 4 REINFORCEMENT ► PER CONTRACTOR y PER PLAN #5 ®I b "O.C. L_#5 ®I b "O.G. VERT. ` #5 DOWELS ® 24" O.G. Q VERT. #4 ®24 "O.G. HORIZ. #5 DOWELS ® 24" O.G.* 501, _j #5 DOWELS TO 50" O cV MATCH VERTICALS 4 8" G.M.U. SOLID GROUTED 50 = — f PROVIDE SPECIAL INSPECTION * _ — — 30 I I I I I =III _ = o ° ° 2x4 CONT. KEY WATERPROOFING Q =��IK = III 4 DRAINAGE PER rota — •° O CONTRACTOR - #5 ®Ib"O.C. f-La SIX z %, z VERT. 2 - #5 CONT. z O mw Q #4 ®Ib "O.G. HORIZ. r- z T.4B. Z�W� Ir- ` _ � z �z X I2 G.M.U. SOLID &ROUTED X i WATERPROOFING 5" COVER _0 _ PROVIDE SPECIAL INSPECTION Q cV 4 DRAINAGE PER TYP. 3" COVER-- 3 - #5 GOVT. cV to CONTRACTOR EQ EQ. TYP b 2 �_� T.4 B. m I' -b" `t, m #5 ®I b "o.G. VERT. p m m ° 2x4 GOVT. KEY 51-111 2%4" COVER - TYP. — — 2xb CONT. KEY �Rm z ~Qj® 4 - #5 GOVT. T. B. Z of 5_#5 GONT. °� pw T.415. BACK -FILL WALL PRIOR TO ANY SLAB RESTRAINTS F O � �v [D � ? z�� 5" COVER 2f V2 Iz TYP. dJ�4� '1 #5 ®Ib "O.C. VERTICAL — E #4 HORIZ. TOP, 8" G.M.U. SOLID &ROUTED X BOT. 4 MID -HT. NO SPECIAL INSPECTION REQ'D. #5 Q OPTION: 2500 PSI GONG. 4 BOTTOM O.G. TOP NO SPEC. INSPEG. REQ'D. 4' -011 or 2x4 CONT. KEY * BACK -FILL WALL PRIOR TO ANY SLAB RESTRAINTS * BACK -FILL WALL PRIOR TO ANY SLAB RESTRAINTS 2 - #5 C�NT. 24" GONG. STEM TOP 4 OT. f'a =2500 PSI 8 NO SPECIAL INSPECTION REQ'D. 2xb KEY CONT. al -1 g g O Mu Z z Qz Lu C Ow 5 - #5 CONT. T.45. 2 �pFESSrc 0 'I' -0" TO DAYLIGHT yv .1MANPO� V m L 2 5" COVER, TYP. �' 333 C civil- A OUA E�) RAIL DETAIL fOF, CA`,EO 54 F DI►TE BENCHMARK Inc. BONED �' °�` L M�D ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: CWT-11-0C E.A.D. j l. PLANS PREPARED UNDER SUPERVISJOKOF RECOMMEND APP RO GRADING PLAN FOR: V RECORD FROK MY � AV. WVDGE STRUCTURAL DESIGN CONSULTANTS °'`'E 6175 a 2179 GLASGOW avENUE/500 CHESTERFIELD DR. 11 065-6 r- ZAN pa �� . ELEVATION: 231AD g MAWH fit MICHAEL CLARK REVOCABLE TRUST DATUM w►voes S7E�SA►� SW X7 SIXfWA CACAO91L4 5121775 QV. _ S/4/11 - -Of Z_ 260 -413 - 15,16,17,18 (8✓� 1W -&1W F,arMM -6ff IM/�PDOUgr o�.: DATE DAB 7. 2,r�r Z PLANNING CASE We 07- 1854)WVICDP SHEET 8 OF 8 cz3 S� F Z