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2007-578 G (Plans)GRADING NOTES: NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIPTION 1. ALL WORK SHALL" BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND FACILITY PIPES RELATIVE TO CONSTRUCTION ACTIVITIES 1. THE STEEPEST EXISTING SLOPE IN THE GROUND AREA IS A PORTION OF THE NORTHWEST QUARTER OF SECTION 22, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A (EXCLUDING ANY EXISTING MAN MADE SLOPES). TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS SEARCH OF AVAILABLE RECORDS., rTO THE BEST OF OUR CONCRETE WASHOUT MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY KNOWLEDGE THERE ARE NO EXISI`GNG UTILITIES EXCEPT AS SHOWN CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4.0 FT AND THE ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED ON CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE ON THESE PLANS, HOWEVER: CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. MAXIMUM VERTICAL HEIGHT OF FILL IS 2.0 FT. APRIL 19, 1881. CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 3.4' 2• THE SOILS REPORT TITLED REPORT OF LIMITED GEOTECHNICAL MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A OF CUT AREA OF CUT (S.F.) A. P • N • 260 - 630 -12/13 INVESTIGATION, PROPOSED 4- PARCEL MINOR SUBDIVISION, 1530 LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S „ SIGN DESIGNATING THE WASHOUT LOCATION. SAN ELIJO AVENUE, CARDIFF -BY- THE -SEA, CA PREPARED BY C.W. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID B.) AVERAGE DEPTH = VOLUME OF FILL (C. F.) = 2.6' SITE ADDRESS LAMONT COMPANY, INC., DATED MAY 4, 2007. UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR CONSTRUCTION SITE ACCESS ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE VERIFICATION AND NOTIFICATION OF COMMENCEMENT OF WORK: OF FILL AREA OF FILL (S.F.) 1531 RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED ENCINITAS, SAN ELIJO AVE. REPORT. A. GARPIIrF WASTEWATER DISTRICT (760) 753 -0155 OFF OR SITE. THIS SHALL AND INCLUDE USING OMATERIAL SUCH AS GRAVEL OWNERS CERTIFICATE: ENCINITAS, CA B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT jZS 1 Dvnc1 T(ZVST. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF AND /OR CORRUGATED STEEL PANELS /PLATES. Sc.ciRB18ER SAM \l.Y T-RUS C. WATER - SDWD (800) 422 -4133 - DIG ALERT IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO OWNER / P E R M I TT E E SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT CONSTRUCTION VEHICLES THESE PLANS. BALE AND ,,ONN SGIIREI � T- W- USTEHSUNREtBEK IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE /R l2 (os't985 APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN E. CABLE TV - COX (800) 422 -4133 - DIG ALERT A SPECIFIED AREA AWAY FROM GUTTERS AND STORMDRAINS SHALL :PIO.'SaX `D'Z -- IT IS FURTHER AGREED THAT THE OWNER DEVELOPER SHALL -&AIRI coon rn 9201 CONJUNCTION WITH IMPROVEMENT PLANS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING,. VEHICLE (DEVELOPER) c- %iZDIFF� CA 9ZooZ 760 AZ8 2440 (61°t 2a8- o 3 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, �-- 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE REPAIRS SHALL BE MADE OFF -SITE. ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY GRADING. PHONE: (760) 633 -2770. ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR NTRO L 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR EROSION CO THE PROPER COMPLETION OF THE IMPROVEMENTS. ESTIMATED EARTHWORK QUANTITIES 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR TO PROTECT ADJACENT PROPERTIES DURING GRADING- OPERATIONS. WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR AND REMOVAL. AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER 1896 CUBIC YARDS EXCAVATION (CUT) REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. SOILS ENGINEER'S CERTIFICATE SUCH S ERONID BONDED CONTROL MATS, ADEQUATE GROUND COVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND 215 CUBIC YARDS EMBANKMENT (FILL) 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 1681 CUBIC YARDS EXPORT BENCH MARK WHICH IS DISTURBED OR DESTROYED,, SHALL BE I, CLIFFORD W. LA MONTE A REGISTERED CIVIL ENGINEER IN THE STATE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED WET WEATHER. r ! % ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH OR A LICENSED LAND SURVEYOR. SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF CONDITIONS. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL OR UNDER MY DIRECTION BETWEEN THE DATES 3/15/2007 AND AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT DATE: SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY 7299 pGNT -9 DR CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT 5 4 2007. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED EROSION CONTROL MEASURES. GAR6 cone n4. PRIOR TO COMMENCEMENT OF WORK. FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED HEALTH STANDARDS, LAWS AND REGULATIONS. TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE REVIEWED REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY lZESIDVNL TRUST oZ EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES 8• GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND SCW`RE1 f3ER i"P- M(L.`( l K T ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. COVER. DO NOT REMOVE TREES OF SHRUBS UNNECESSARILY; 1CPaREN J Sc<4RE IB�iZ r ��� (� \1 I r /� QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. THEY HELP DECREASE EROSION. TKUSTEE VIA Iz- fo311165 c 1 J r NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 1 �l =- REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. SIGNED: 7 o�-f A,, TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE p�`�jDx �oz REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING R.C.E. N0. � eato� CONSTRUCTION PURPOSES. T EROSION SHALL FOR EROB EROSION LPt1ZDIEE �` ` Zoa I �'� DEPTHS. MEETING HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE ! n F� PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, EXP. DATE 12/31 /09 4 p a't, FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND may= S+> GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING oI BIND THE SOIL. q] SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN C.W. LA MONTE COMPANY INC. C25,241 SANTA FE DR. F LEGEND 4350 PALM AVENUE, SUITE 25 PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE VERDE S ADVANCE BY CALLING (760) 633 -2770. LA MESA, CA 91941 41/2 "31 - EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. TEL: (619) 462 -9861 s C1�gS SITE G ITEM STANDARD DWG. SYMBOL s 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIAL H TO E ( ) - ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE FAX: 619 462 9859 ��ti WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. . `° DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE JOB NUMBER 07 -5345 ON -SITE CONSTRUCTION MATERIAL STORAGE. CUT SLOPE (2:1 MAX) y �� qGF GNP CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SAN DIEGUITO WATER DISTRICT STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO FILL SLOPE (2:1 MAX) SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES THESE PRODUCTS WHERE THEY WILL STAY OUT OF THE RAIN. TEMP SLOPE (2:1 MAX) V V V 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL PROPERTY LINE: PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE" OF, ANY FUEL STORED ON -SITE. RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM VICINITY MAP PROPOSED BUILDING SETBACKS: - - PROVIDED STATING: "THE GRADING UNDER PERMIT N0. 578 -G " THIS PROJECT. STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, NOT TO SCALE HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC, EXISTING CONTOUR: AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED T.B. REF: 1167 -C2 STOCKPILES SHALL �y1y DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY STORMWATER FLOWS AND STORMDRAIN INLETS. PROPOSED CONTOUR: BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES GRADING OPERATION. SHOWN CROSSINGS ON IM WITHIN 10 FEET OF ANS. ELECTRICAL EWER TO THE PERIMETER A PROPOSED SEWER TO BE D PROVIDED ET IT ALL TIMES HRARY SEDIMENT BARRIER AROUND ^ FINISH SPOT ELEVATION: x 12 SOILS ENGINEER OR UND INSPECTED AND TDIRECTION. SHE SHALL INSPECT BY UNDER WATER IDISTRICT. SS GIVEN WRITTEN PERMISSION STATEMENT OF ENGINEER OF WORK TRAINING PROPOSED EASEMENT: AND TEST THE EXCAVATION PLACEMENT AND COMPACTION FILLS 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED EXISTING BUILDING: AND BAC AND COMPACTION OF TRENCHES. SHALL L CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED SUBMIT SOILS LLS LS REPORTS AS REQUIRED AND WILL DETERMINE THE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES REQUIREMENTS. THESES BMP NOTES SHALL BE AVAILABLE TO PROPOSED BUILDING FOOTPRINT: GRADING OBSERVATIONS HE SHALL STATE THAT OBSERVATIONS EVERYONE WORKING ON SITE. THE PROPERTY OWNERS AND THE PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT EXISTING OVERHEAD ELECTRIC: E THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING THEN THEY SHALL BE UPGRADED AT THE OWNER'S EXPENSE. ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED EXISTING EDGE OF PAVEMENT: PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE WASTE MANAGEMENT BY THE CITY OF ENCINITAS B ITS CAPACITY AS A PUBLIC ENTITY 4, UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A ACCEPTABLE FOR THEIR INTENDED USE. PARALLELING, WATER SERVICES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING F DETERMINATION BY THE CITY OF ENCINITAS AS THE TECHNICAL CENTERLINE: ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT 5. MINIMUM HORIZONTAL SEPARATION - 10 FEET REQUIRED BETWEEN EXISTING WATER MAIN: W SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING FIRE HYDRANTS AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. EXISTING SEWER MAIN: S DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 6. ALL WATER SERVICES TO BE C014STRUCTED CLEAR OF DRIVEWAYS NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES DAYLIGHT LINE: III OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT FRONT OF THE PARCEL THEY ARE SERVING. TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER N AIINAED.AND EROSION CONTROL MEASURES HAVE BEEN NOTES: CLOSED AT ALL R TIMES. DMPERVIOUSWITHOU GLIDS SHALL DE PLACED DRAINAGE DIRECTION: -3 GE AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT PROPOSED DRIVEWAY: G -14, G -15, G -16 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE OF THE WORK PERFORMED BY THE ENGINEER. FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER -BASED EXISTING WALL: iaiai SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE WORKING IN THE PUBLIC RIGHT -OF =WAY. ` FAILURE TO DO SO WILL PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, a � ETE, WOOD, MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE WALL PER BUILDING PLANS: SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR ! ('�� G- -D`j AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM WHERE THE LOCATION OF THE PROPERTY LINE IS. DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL BY; PROPOSED RETAINING WALL: C -1, C -3, C -4 0 NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO RONALD C. ASHMAN DATE DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 EXISTING OVERHEAD UTILITIES SHALL BE UNDERGROUNDED. EXISTING ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. R.C.E. 34300 (EXP. 9- 30 -99) PROPOSED PCC CONCRETE: PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OVERHEAD UTILITIES SHALL BE UNDERGROUNDED. pFES5/ PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH IT lqj Oyq� *a+ P.C.C. BROW DITCH: D -75 TYPE B (COLOR CONCRETE ACCORDANCE WITH SPECIFICATIONS. CANS AND RECYCLING RECEPTACLES AROUND THE SITE. Q`c GREW ADJACENT PROPERTY LINE. WATER IS TO DRAIN AWAY FROM �® gsy��f- TU F{OVERED BIORE?E1F( /oJPER LANDSCAPING N SHLAN5) 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE . PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED ENGINEER OF WORK ° 9 Z GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS CONVEYED TO AN APPROVED DRAINAGE FACILITY. FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS SHALL CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM N ®, 34 1" WATER SERVICE W /DUAL METER: *WS -09, WC -17, WP -02 4. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, STORMDRAIN INLETS ON PERVIOUS SURFACES. CREW ENGINEERING BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER � OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE AND SURVEYING J+ ®� TRENCH RESURFACING: ENCINITAS STD. DWG. STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM STREET, j cm EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK 5725 `*v,NY VILLA ROAD, STE. "B° OF CAt`E�4 PROPOSED 5' BLACK CHAIN LINK FENCE: - -X BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM SAN DIEGO, GA. 92123 SIZ3 Bp t Tl ► toP.E DR. TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED AND BLENDED IN LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE CONSTRUCTION SITE. 858 57��^5 §g L#. ME5A CA `t1ck4-2- PROPOSED "NO PARKING ACCORDANCE WITH THE GRADING ORDINANCE (SECTION 23.24.490). FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH (t,lq) SZ5- 312�j FIRE LANE" SIGNS: MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY 16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DIST. ENCINITAS PUBLIC WORKS DEPT. ENCINITAS PARKS & RECREATION DEPT. SEWER BACKFLOW BF SHALL BE COLLECTED, PILED OR OTHERWISE BE DISPOSED OF OFF AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, I PREVENTER REQUIRED THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT PLACEMENT OF PORTABLE TOILETS OVER PERVIOUS SURFACE. REVIEWED BY: REVIE D BY: REVIEWED BY: REVIEWED BY: HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE j / *PER WATER AGENCIES' STANDARDS (WAS) FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF �'�t '` SUSM P l BMP STATUS: DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND / CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. DATE: tlalMon DATE: 6 -2- 09 DATE: E Z ��� DATE: 6e 5TANDARD PRCOEGT SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVE DATE REFERENCES DATE BENCH ARK SCALE PLANNING AND BUILDING DESIGN BY RAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO HANCiE 5fieg No. -1213 0 OC 137- CARDIFF ALONG AT& SF RR- 100'E. OF � TRACKS, 48'W. OF INTERSECTION OF MOZART AVE. & SAN ELIJO AVE. IN CARDIFF SCHOOL VICINITY. FOUND COPPER ROD WITH STANDARD DISK STAMPED OC 137, 1968. ELEV. 78.45 HORIZONTAL N/A VERTICAL N/A REVIEW FD BYf 1, PLANS PREPARED UNDER THE SUPERVISION OF ��(r DATE: 6 -('D9 R.C.E. NO. 34300 RONALD C. ASHMAN EXP. 9/30/19 RECOMMENDED R-W" APPRO , BY: BY: - o, GRADING PLAN FOR: 1531 SAN ELIJO AVE • PLANNING CASE N0. 04 -178 %iaiy�l7�� A.P.N. 260 - 630 -12/13 578-G ADD SHEET3, "6` 7 ADD 5�4EET 2A - /�/ vai) DATE: - DATE: DATE: SWEET 1 OF,S' 7 J.N. 1286 6� IN T) Lu J I 1� Q r_ ( to • 1�p ft r� r« z W C'3 w Qr' U O 0.' C/1 W M Zi w Z AAA W d i 3 EXIST. E.P. W EXI SE' W WARP PAVEMENT � NOTES TO DRAIN MATCH ELEV. \EARTHEN 18 \ GRADING PLAN BERM FUTURE GRASS LINED 1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE / �8" ` SWALE (TYP.) RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY ° o PCC DITCH PER 7 POST- CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP " D -75, TYPE B < c NOTE: TOP EDGE OF THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A SAN E L I J O AVE • (COLOR a I i CONCRETE PER a W1,`(�l W SWALE IS LEVEL SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL LANDSCAPING O CONSTRUCTION OPERATIONS. E (STING , R =1' / DETAIL C I EXISTING PLANS). ^� \ 6 "A.C. DIKE NTS 1 BUILDING ` \ W 7� I 2. THE OWNER WILL BE PRESENTED WITH INFORMATION DI SOURCE E P. CONTROL MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF h• i { I EARTHEN X / POLLUTANTS, DIRECTING WATER INTO LANDSCAPING AREAS RATHER BERM, MIN. 6" a I THAN INTO THE STREET GUTTER OR STORM DRAIN, MINIMIZING THE DETAIL A 3 MIN. I -------- - - - ® -� USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY `' HIGH I HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM NOT TO SCALE MA EXI inn h' jEXI ATER L of EARTHEN SWALE (TEMP.) I DETAIL B M I WATER, AND SPILL CLEAN UP TECHNIQUES. iPRO OSED ij� IN DRIVEWAY AREA TYP. i ( 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO a CUR OUTLET Jv r (TYP.) I NOT TO SCALE ( BE STOCKPILED, THE STOCKPILES WILL BE LOCATED OUTSIDE ANY PER -25 :J,:� I - - - - -- EXISTING I DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM vim EXISTING EXISTING /� r BUILDING WATER TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS ( 4.75 EMBED COBBLES IN LOW J% RETAINING WALL o ^ RETAINING WALL FUTURE GRASS EXISTING A.C. /`I I I WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE LINE LAST 20' OF DITCH- o TO BE REMOVED TO BE REMOVED LINED SWALE (TYP.) PAVEMENT TO BE 0Ji I STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE REMOVED (TYP.) I `J� I COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE -��`�F -� ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE 0;' D TAIL rya >> ya > >� ° nw �� J CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. O�� ^� ��� 0 8 o B O 0 06 184.14 N67'2'24 "E O 1� yj cp o c cy p 7 :� h F h' o S p o `� S 6 �2 ') r, rn rn w , >> 3 5� 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED 0 of v r j d' O oo O^ dam, F y. S .S s 23 6 3 11 1Q.00' oh. < 44.2 !y N 0� 44.00' ` 1 �O 44,p ply O > 0 Tjy �� I RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE 6 4 g 9 EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED • '' •' y • 1 ' CAUTIONN 12" HIGH PRE GAS MAI • �i REVISIONS R5 oVG EXIST. 6" I o AC CL -150 W.O. 62 -2 I i I ° APPROVED I DATE REFERENCES 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED 19.46 AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, 900 gg1 O - -_ 9.4% �O I -- _ �� 62 II ��$° Ill° .,° FL EXISTING BROKEN OR MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED 6 S FG O I y. p AS NEEDED, AND IN THE EVENT THAT THE IRRIGATION PIPING F_ M T "� �� ffia CONCRETE TO BE DEVELOPS CRACKS, LEAKS OR BREAKS REPAIRS WILL BE ARRANGED n J 6' HIGH a 2:1 O d• S 0 i J �� 0000 REMOVED�TYP� -- FOR AND THE IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN O d ov FO 00 0 Q EARTHEN BE I ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN O c 99 �2 r' GF I PROPERTY OFF -LINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. Iw O FG �S O) o z 1 ) I ' : 113 R 13 4.00' F p 114 FG c g I BOUNDARY Y �S cif F 50 11" 15 9 ° � G I (TYP.) FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF o ( Fc G G.. 1 r T• G" �G44 I FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND >. LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE 7i 113.40 STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS FG 77S L, , I AND LANDSCAPE AREAS DESIGNED FOR STORM WATER POLLUTION PROVIDE 4" DIA. PVC CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ,. .: G �� � F . °° m •° �,. SLEEVE FOR FUTURE IRRIGATION LINE o . om 4. PA.....C.. L 3 w 4.00' I IF THERE IS ANY DISTURBANCE TO ADJACENT PROPERTIES AS A pAp° fip 00 4 AD 913: 5 I I RESULT OF ANY WORK PROPOSED ON THIS PLAN, A WRITTEN LETTER b , F SER CE TO EXIS ING \ 4 > > ( EXISTING OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE >> -> ' - �^ ti OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY ATER SER PCL 1. I ° I BUILDING rn °I I SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE cc P RC L / / ' ° % `\� m -- I I rp I EXISTING PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING f AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE // \ �/ % a " I Ia PERMANENT ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS PA 99.00 j -� - -- ^ I SHORING WALL �) OBTAINED. n� w/ \ °m° �''IR /FS PARCIEL 4 yo ryh�� I 10-524 G PERMITL� D 4„ I N PAD 114.501 1 �� I EASEMENTS W 1 fi u n p N �� 0 RE I I O I �'�� J I �� O EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR PAD 9 .00 co °' `� �- LI A I I O I Q I �� �� THE PURPOSE OF PUBLIC ROAD. REC IN BOOK 12, zis \ ��ti FG i 3 ° B I L PAGE 34 OF MISCELLANEOUS RECORDS AND BY A DEED PRO IDE 4" VC PAD 03.65 I I % RECORDED IN BOOK 257, PAGE 369 OF DEEDS, AS SLEE FOR UTURE / PAD 9 00 I z 3 5 I / PORTIONS OF ROAD SURVEY NO. 7. I I I PAD 112.00 IRRI ION LI E 50 I ti 114 r V� THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS BIORETENTI SEE g SS I ( wm I I I FG I- - "- �Y" I V� NOT DISCLOSED OF RECORD. :5' •. ETAII SHE T 5 (TYP. e��Jy bb a W O r 21� I I I I SILTL AND CC I I V� © EASEMENT GRANTED TO PACIFIC TELEPHONE AND () 9� 91 F5 I G 1 0350 I 1 g \ ( DOWN DRAIN k r - - - - - - - - - - - - TELEGRAPH COMPANY FOR PURPOSES OF PUBLIC 3 1 I G I UTILITIES AND INCIDENTAL PURPOSES. REC. IN BOOK 1319, PAGE 353 OF OFFICIAL RECORDS. 112.00 i ° THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS I A I EXISTING BUILDING FG 3 NOT DISCLOSED OF RECORD. S 47 C °oo Oj 1 �!� I 11g I I I. 1 6� N TO BE REMOVED �' w TS F I ` I I I 1 © EASEMENT GRANTED TO SDG &E FOR PUBLIC UTILITIES, 00 rn 65 I I I I 3 If 0.2 INGRESS AND EGRESS. REC. IN BOOK 1770, PAGE 160 G I I 10 I I I I 119 3 0 F3� I OF OFFICIAL RECORDS. y `+ EXISTING g F� S6 Oa' I�, O� I ROCK THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS °' ga O� I F _ _ I J SUMP NOT DISCLOSED OF RECORD. DI - � P MD 4" PVC , a 4.. Flo t t S EVE OR FUTURE( C.3 �OC'IC. , D PROPOSED PUBLIC ROAD DEDICATION PER FINAL PARCEL " , a, �0 I IGA N LINE i1�ERFL. 66 ` F ��° { .ry lY 9 O MAP. Z R`.r S . • T E SPII.LW F .ca , c 00 ( �I V • < 6�' ® 1• <',. `' (TYP:) `P` s' E 10' WIDE PUBLIC PEDESTRIAN, DRAINAGE, SEWER, WATER AND PUBLIC UTILITY EASEMENT PER FINAL PARCEL MAP. wj + ,t �0 •'r < 4 �., r,, 17:Z% K 2 O 1 EXISTINL 5 RETAINING „_ _ „� �+ - - - - - - -� 1 ti" � r' PROPOSED PUBLIC WATER EASEMENT TO S.D. W.D. PER REMOVED BE FINAL PARCEL MAP. � �a e , :WALL U <.: PROPOSED PUBLIC SEWER EASEMENT PER FINAL PARCEL 01 A A -- E E E G MAP. _c 3.52 F _ lyG 44.0 x 44.00 rx�%_�Lm �p 0 '0 �, e o � C � �o �RE� SDG &E GAS TRNSMISSION MAIN CAUTION NOTES: U' 183.51' N6T24'56 "E � cq %% 1. THE EXCAVATOR SHALL CAREFULLY HAND DIG WITHIN 2 FEET 0< w 0 ul °a Y PR6. SED 1 I I EXISTIN �i NO X4300 OF THE NATURAL GAS TRANSMISSION PIPELINE. W z PROPOSED STRUC RE T J PRIV TER API I j INSTAyL 5' CHAIN 5 W z P.C.C. BE REM VED J v 2. NO POWER OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN U.TdLI EA EI�T, I o LINK GATE �� 2 FEET OF ANY PORTION OF THE NATURAL GAS TRANSMISSION "710=1 z z AND P SEWER > " CI , ®• PIPELINE. 0 a i > I ¢ TO TING TEMAIN LLS d J/ x 14 _ EASMIEN fp o I EXISTING EXI T. POWER POLE Z o R BUILDING #P1 9262 TO BE r� :J( , EE LE TER OF ER ISI�N; REL CATED BY OTHERS. 00 ° % 3. IF ANY CONTACT OF THE PIPE IS MADE, EVEN IF THERE IS W A SEE LETTER OF ERMIS ION I i/ NO VISIBLE DAMAGE THE CONTACT AREA MUST BE IMMEDIATELY R OF SIT GR DIN ND'. z I SAWCUT AND I n z w �r W I REMOVE EXIST I _ FO OFFSITE GR DING ND INSPECTED BY AN SGG &E WELDING INSPECTOR. THIS MAY DR INA E I POV ME TS w FIRE ACCESS NOTE: "ALL ROADWAYS SHALL < D MOLITION OF LL o SIGNIFICANTLY DELAY THE JOB IF SHORING OR OTHER SAFETY W BY: ROBERT SANDISON m I PCC AS NEEDED i Y z PROPOSED PUBLIC ( TO REMOVE WALL I BE A MINIMUM OF 16' IN WIDTH DURING V) z w PRECAUTIONS ARE NEEDED TO ALLOW THE INSPECTION. DA D: 8/25/07 SEWER BMP NOTE: CONSTRUCTION AND MAINTAINED FREE AND z_ _j BY: ROBERT SA DISON -+ IIS . 1 IMPROVEMENTS PER ® INDICIATES PRIVATELY MAINTAINED I CLEAR, INCLUDING THE PARKING OF n< GRAPHIC SCALE 4. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND E~-i DWG. NO. CS -578 BMP IBIOSWALES NOT TO BE I VEHICLES, IN ACCORDANCE WITH THE FIRE w DATED: 9/25/07 10 0 5 10 20 40 STANDBY, CALL USA (800)227 -2600. x -150 REMOVED OR MODIFIED WITHOUT I CODE AND THE ENCINITAS FIRE I� b 2 103 PERMIT FROM THE CITY OF I DEPARTMENT." IN AREAS EXCEEDING 15% 5. THE GAS TRANSMISSION MAIN WITHIN THE AREA OF WORK 0 I ENCINITAS. i PROVIDE DEEP BROOM FINISH MUST BE POTHOLED TO VERIFY THE HORIZONTAL AND VERTICAL PERPENDICULAR TO THE ENTIRE DIRECTION ( IN FEET) LOCATION PRIOR TO ANY START OF WORK. co j OF TRAVEL. L;L 0ELj SHEC% 1 inch = 10 ft. w � DESIGNED BY DRAWN BY CHECKED BY DATE BENCHMARK SCALE PLANNING AND BUILDING RO APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. OC 137- CARDIFF ALONG AT& SF PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO GRADING PLAN FOR: W RR- 100'E. OF CL TRACKS, 48'W. OF 1 " =10' REVIEWED BY: W INTERSECTION OF MOZART AVE. & SAN HORIZONTAL l `� -11 -17 BY: BY- 1531 578-G Z � ELIJO AVE. IN CARDIFF SCHOOL VICINITY. DATE. 34300 SAN E L I J O AVE • FOUND COPPER ROD WITH STANDARD DISK VERTICAL N/A R.C.E. NO. / 02141 (� STAMPED OC 137, 1968. ELEV. 78.45 DATE: RONALD C. ASHMAN EXP. 9/30/17 DATE: DATE: ` PLANNING CASE NO. 04 -178 A.P.N. 260-630-12/13 SHEET 2A OF 7 W J.N. 1286 EXIS N " D 1 PC At SERVI E TO E W ABAN ED i 17' 0' (9A I PRO PAV D i SWA 4.50 U PROPOSED 5' D. i PATH I a I� EXISTING 1 ' W R 4, SERVICE T RE AIN N rl C m m z 3 M W 1 � � Lo x M w � w a• N I- IS N Z J ° U z 3 a 1 w a z n z w Z U) c� x w I H z w U � { R =128 .70 L=23. 6' c9a S0J` EXISTING 6" GATE VALVE-,I of EARTHEN SWALE (TEMP.) I DETAIL B M I WATER, AND SPILL CLEAN UP TECHNIQUES. iPRO OSED ij� IN DRIVEWAY AREA TYP. i ( 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO a CUR OUTLET Jv r (TYP.) I NOT TO SCALE ( BE STOCKPILED, THE STOCKPILES WILL BE LOCATED OUTSIDE ANY PER -25 :J,:� I - - - - -- EXISTING I DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM vim EXISTING EXISTING /� r BUILDING WATER TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS ( 4.75 EMBED COBBLES IN LOW J% RETAINING WALL o ^ RETAINING WALL FUTURE GRASS EXISTING A.C. /`I I I WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE LINE LAST 20' OF DITCH- o TO BE REMOVED TO BE REMOVED LINED SWALE (TYP.) PAVEMENT TO BE 0Ji I STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE REMOVED (TYP.) I `J� I COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE -��`�F -� ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE 0;' D TAIL rya >> ya > >� ° nw �� J CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. O�� ^� ��� 0 8 o B O 0 06 184.14 N67'2'24 "E O 1� yj cp o c cy p 7 :� h F h' o S p o `� S 6 �2 ') r, rn rn w , >> 3 5� 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED 0 of v r j d' O oo O^ dam, F y. S .S s 23 6 3 11 1Q.00' oh. < 44.2 !y N 0� 44.00' ` 1 �O 44,p ply O > 0 Tjy �� I RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE 6 4 g 9 EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED • '' •' y • 1 ' CAUTIONN 12" HIGH PRE GAS MAI • �i REVISIONS R5 oVG EXIST. 6" I o AC CL -150 W.O. 62 -2 I i I ° APPROVED I DATE REFERENCES 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED 19.46 AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, 900 gg1 O - -_ 9.4% �O I -- _ �� 62 II ��$° Ill° .,° FL EXISTING BROKEN OR MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED 6 S FG O I y. p AS NEEDED, AND IN THE EVENT THAT THE IRRIGATION PIPING F_ M T "� �� ffia CONCRETE TO BE DEVELOPS CRACKS, LEAKS OR BREAKS REPAIRS WILL BE ARRANGED n J 6' HIGH a 2:1 O d• S 0 i J �� 0000 REMOVED�TYP� -- FOR AND THE IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN O d ov FO 00 0 Q EARTHEN BE I ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN O c 99 �2 r' GF I PROPERTY OFF -LINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. Iw O FG �S O) o z 1 ) I ' : 113 R 13 4.00' F p 114 FG c g I BOUNDARY Y �S cif F 50 11" 15 9 ° � G I (TYP.) FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF o ( Fc G G.. 1 r T• G" �G44 I FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND >. LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE 7i 113.40 STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS FG 77S L, , I AND LANDSCAPE AREAS DESIGNED FOR STORM WATER POLLUTION PROVIDE 4" DIA. PVC CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ,. .: G �� � F . °° m •° �,. SLEEVE FOR FUTURE IRRIGATION LINE o . om 4. PA.....C.. L 3 w 4.00' I IF THERE IS ANY DISTURBANCE TO ADJACENT PROPERTIES AS A pAp° fip 00 4 AD 913: 5 I I RESULT OF ANY WORK PROPOSED ON THIS PLAN, A WRITTEN LETTER b , F SER CE TO EXIS ING \ 4 > > ( EXISTING OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE >> -> ' - �^ ti OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY ATER SER PCL 1. I ° I BUILDING rn °I I SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE cc P RC L / / ' ° % `\� m -- I I rp I EXISTING PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING f AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE // \ �/ % a " I Ia PERMANENT ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS PA 99.00 j -� - -- ^ I SHORING WALL �) OBTAINED. n� w/ \ °m° �''IR /FS PARCIEL 4 yo ryh�� I 10-524 G PERMITL� D 4„ I N PAD 114.501 1 �� I EASEMENTS W 1 fi u n p N �� 0 RE I I O I �'�� J I �� O EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR PAD 9 .00 co °' `� �- LI A I I O I Q I �� �� THE PURPOSE OF PUBLIC ROAD. REC IN BOOK 12, zis \ ��ti FG i 3 ° B I L PAGE 34 OF MISCELLANEOUS RECORDS AND BY A DEED PRO IDE 4" VC PAD 03.65 I I % RECORDED IN BOOK 257, PAGE 369 OF DEEDS, AS SLEE FOR UTURE / PAD 9 00 I z 3 5 I / PORTIONS OF ROAD SURVEY NO. 7. I I I PAD 112.00 IRRI ION LI E 50 I ti 114 r V� THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS BIORETENTI SEE g SS I ( wm I I I FG I- - "- �Y" I V� NOT DISCLOSED OF RECORD. :5' •. ETAII SHE T 5 (TYP. e��Jy bb a W O r 21� I I I I SILTL AND CC I I V� © EASEMENT GRANTED TO PACIFIC TELEPHONE AND () 9� 91 F5 I G 1 0350 I 1 g \ ( DOWN DRAIN k r - - - - - - - - - - - - TELEGRAPH COMPANY FOR PURPOSES OF PUBLIC 3 1 I G I UTILITIES AND INCIDENTAL PURPOSES. REC. IN BOOK 1319, PAGE 353 OF OFFICIAL RECORDS. 112.00 i ° THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS I A I EXISTING BUILDING FG 3 NOT DISCLOSED OF RECORD. S 47 C °oo Oj 1 �!� I 11g I I I. 1 6� N TO BE REMOVED �' w TS F I ` I I I 1 © EASEMENT GRANTED TO SDG &E FOR PUBLIC UTILITIES, 00 rn 65 I I I I 3 If 0.2 INGRESS AND EGRESS. REC. IN BOOK 1770, PAGE 160 G I I 10 I I I I 119 3 0 F3� I OF OFFICIAL RECORDS. y `+ EXISTING g F� S6 Oa' I�, O� I ROCK THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS °' ga O� I F _ _ I J SUMP NOT DISCLOSED OF RECORD. DI - � P MD 4" PVC , a 4.. Flo t t S EVE OR FUTURE( C.3 �OC'IC. , D PROPOSED PUBLIC ROAD DEDICATION PER FINAL PARCEL " , a, �0 I IGA N LINE i1�ERFL. 66 ` F ��° { .ry lY 9 O MAP. Z R`.r S . • T E SPII.LW F .ca , c 00 ( �I V • < 6�' ® 1• <',. `' (TYP:) `P` s' E 10' WIDE PUBLIC PEDESTRIAN, DRAINAGE, SEWER, WATER AND PUBLIC UTILITY EASEMENT PER FINAL PARCEL MAP. wj + ,t �0 •'r < 4 �., r,, 17:Z% K 2 O 1 EXISTINL 5 RETAINING „_ _ „� �+ - - - - - - -� 1 ti" � r' PROPOSED PUBLIC WATER EASEMENT TO S.D. W.D. PER REMOVED BE FINAL PARCEL MAP. � �a e , :WALL U <.: PROPOSED PUBLIC SEWER EASEMENT PER FINAL PARCEL 01 A A -- E E E G MAP. _c 3.52 F _ lyG 44.0 x 44.00 rx�%_�Lm �p 0 '0 �, e o � C � �o �RE� SDG &E GAS TRNSMISSION MAIN CAUTION NOTES: U' 183.51' N6T24'56 "E � cq %% 1. THE EXCAVATOR SHALL CAREFULLY HAND DIG WITHIN 2 FEET 0< w 0 ul °a Y PR6. SED 1 I I EXISTIN �i NO X4300 OF THE NATURAL GAS TRANSMISSION PIPELINE. W z PROPOSED STRUC RE T J PRIV TER API I j INSTAyL 5' CHAIN 5 W z P.C.C. BE REM VED J v 2. NO POWER OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN U.TdLI EA EI�T, I o LINK GATE �� 2 FEET OF ANY PORTION OF THE NATURAL GAS TRANSMISSION "710=1 z z AND P SEWER > " CI , ®• PIPELINE. 0 a i > I ¢ TO TING TEMAIN LLS d J/ x 14 _ EASMIEN fp o I EXISTING EXI T. POWER POLE Z o R BUILDING #P1 9262 TO BE r� :J( , EE LE TER OF ER ISI�N; REL CATED BY OTHERS. 00 ° % 3. IF ANY CONTACT OF THE PIPE IS MADE, EVEN IF THERE IS W A SEE LETTER OF ERMIS ION I i/ NO VISIBLE DAMAGE THE CONTACT AREA MUST BE IMMEDIATELY R OF SIT GR DIN ND'. z I SAWCUT AND I n z w �r W I REMOVE EXIST I _ FO OFFSITE GR DING ND INSPECTED BY AN SGG &E WELDING INSPECTOR. THIS MAY DR INA E I POV ME TS w FIRE ACCESS NOTE: "ALL ROADWAYS SHALL < D MOLITION OF LL o SIGNIFICANTLY DELAY THE JOB IF SHORING OR OTHER SAFETY W BY: ROBERT SANDISON m I PCC AS NEEDED i Y z PROPOSED PUBLIC ( TO REMOVE WALL I BE A MINIMUM OF 16' IN WIDTH DURING V) z w PRECAUTIONS ARE NEEDED TO ALLOW THE INSPECTION. DA D: 8/25/07 SEWER BMP NOTE: CONSTRUCTION AND MAINTAINED FREE AND z_ _j BY: ROBERT SA DISON -+ IIS . 1 IMPROVEMENTS PER ® INDICIATES PRIVATELY MAINTAINED I CLEAR, INCLUDING THE PARKING OF n< GRAPHIC SCALE 4. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND E~-i DWG. NO. CS -578 BMP IBIOSWALES NOT TO BE I VEHICLES, IN ACCORDANCE WITH THE FIRE w DATED: 9/25/07 10 0 5 10 20 40 STANDBY, CALL USA (800)227 -2600. x -150 REMOVED OR MODIFIED WITHOUT I CODE AND THE ENCINITAS FIRE I� b 2 103 PERMIT FROM THE CITY OF I DEPARTMENT." IN AREAS EXCEEDING 15% 5. THE GAS TRANSMISSION MAIN WITHIN THE AREA OF WORK 0 I ENCINITAS. i PROVIDE DEEP BROOM FINISH MUST BE POTHOLED TO VERIFY THE HORIZONTAL AND VERTICAL PERPENDICULAR TO THE ENTIRE DIRECTION ( IN FEET) LOCATION PRIOR TO ANY START OF WORK. co j OF TRAVEL. L;L 0ELj SHEC% 1 inch = 10 ft. w � DESIGNED BY DRAWN BY CHECKED BY DATE BENCHMARK SCALE PLANNING AND BUILDING RO APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. OC 137- CARDIFF ALONG AT& SF PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO GRADING PLAN FOR: W RR- 100'E. OF CL TRACKS, 48'W. OF 1 " =10' REVIEWED BY: W INTERSECTION OF MOZART AVE. & SAN HORIZONTAL l `� -11 -17 BY: BY- 1531 578-G Z � ELIJO AVE. IN CARDIFF SCHOOL VICINITY. DATE. 34300 SAN E L I J O AVE • FOUND COPPER ROD WITH STANDARD DISK VERTICAL N/A R.C.E. NO. / 02141 (� STAMPED OC 137, 1968. ELEV. 78.45 DATE: RONALD C. ASHMAN EXP. 9/30/17 DATE: DATE: ` PLANNING CASE NO. 04 -178 A.P.N. 260-630-12/13 SHEET 2A OF 7 W J.N. 1286 w z J 0 z 0 X w WARP PAVEMENT -� -� NOTES TO DRAIN / a a 4.50' 18 "a \ GRADING I LAN / \ EBERMEN GRASS LINED SWALE (TYP.) 1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE / PCC DITCH PER 78" PER DETAIL ON SHEET 5 RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY a ° 7� POST- CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP D -75, TYPE B NOTE: TOP EDGE OF THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A )1531 SAN E L I J O AVE • (COLOR SWALE IS LEVEL SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONCRETE PER a 1oli W CONSTRUCTION OPERATIONS. LANDSCAPING E (STING I R =1' / I EXISTING I PLANS). 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE 1 E P. 6 "A.C. DIKE I 79 p \ BUILDING 1 CONTROL MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF � / � / POLLUTANTS, DIRECTING WATER INTO LANDSCAPING AREAS RATHER � �• %� EARTHEN X I THE HEIGHT OF FUTURE RESIDENCES ON ANY OF THE RESULTANT LOTS OF TFIE PROPOSED SUBDIVISION SHALL I ¢ THAN INTO THE STREET GUTTER OR STORM DRAIN, MINIMIZING THE DETAIL A BE DETERMINED ACCORDING TO THE - HEIGHT STANDARD FOR PROPERTIES SLOFLEE OVER 10% AS PER SECTION J � BERM, MIN. 6" I 0 � HIGH I USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY EXIST. A i NOT TO SCALE 30.16.01OB6 OF THE MUNICIPAL CODE AS MEASURED FROM THE UPHILL (EASTERLY) PROPERTY LINE OF THE HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM t SUBJECT PROPERTY PRIOR TO SUBDIVISION, WHICH WILL BECOME THE UPHILL (EASTERLY) PROPERTY LINE OF WATER, AND SPILL CLEAN UP TECHNIQUES. WE.P. ' sJ �� PROPOSED PARCEL 4. THE ELEVATION OF THIS PROPERTY LINE FOR PURPOSES OF DETERMINING HEIGHT SHALL DETAIL B PRO OSED J ^ BE AS STATED IN THE LETTER DATED FEBRUARY 16, 2006 AND STAMPED AND SIGNED BY THE PROJECT ENGINEER. 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO CUR OUTLET J� , NOT TO SCALE BE STOCKPILED, THE STOCKPILES WILL BE LOCATED OUTSIDE ANY PER -25 rJ, L - - - - - EXISTING I DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM SE R M IN 0 vJ�r \ EXISTING EXISTING 1 BUILDING WATER TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS MA CH (4 EMBED COBBLES IN SLOW J j RETAINING WALL RETAINING WALL I, 1 o TO BE REMOVED ° TO BE REMOVED T RF COVERED BIO EXISTING A.C. I �� WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE EXI TI LINE LAST 20' OF DITCH- ° RETENT�oN AREA PAVEMENT TO BE J� / I STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE W PA MEN 0 PER. DETAIL ON REMOVED (TYP.) L COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE E SHT 5• (7YP�o ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE tit s D TAIL > > N W �� ^- CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. a h, S �� Ogg ^V p �p u' ! o $ O 0� 070 184.14 N6T 2'24 "E O ��� ���� �d 0 0 0 �N p 7 J� �� 9S g. � O� cp p o h 6 d� 0 0 c c� o f rn O ti T M O °o O^ �� F�1� 5 ?3 •S s rn `w 7a S •33 5. 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED \"vv S 3 1 .00 O� F r 44.2 A !y. N O� 44.00' ` ` 10 44.0 1�JS RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE REMO EXI ^ 9� 4 9� EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED. SEWER ATER L E°- a a° ° ° E- 12 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED r " 19.46 AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, ��' 00 991 O 9 4% �O 77 6.2 `r 15 II 11 III FL EXISTING BROKEN OR MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED AND IN THE EVENT THAT THE IRRIGATION PIPING CONCRETE TO E DEVELOPS CRACKS, LEAKS OR BREAKS REPAIRS WILL BE ARRANGED 9 O J 6" HIGH s. 2: .1 REMOVED TYP. EXIS IN i � o O. 99 • p .c� k �CSp • F'`SOO � 'o � � � 7 { J EARTHEN B 1 - - - - - - � - �- - _ FOR AND THE IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN G 1" P C ATE ? O OG p ^+, Q I ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN SERVI E TO E I O BT , F 6 ` Cam' 3 I PROPERTY OFF -LINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. W ABAN ED w u_ 0. FG LL S o z 1 77 ° g 4 3.0 71 I BOUNDARY 1T Y F7S cv� FG S0 `11FG3•75 F `I.9 F ;f475 I (TYP.) FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND ° LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE r9R PRO D a 70 jQ�'a FUTU E AL �7 9S G ,�q 40 ,, i STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS % v 2 PER EP RAE 111. S " AND LANDSCAPE AREAS DESIGNED FOR STORM WATER POLLUTION L SWA F S BUIL ING PE IT �' S PROVIDE 4 DIA .1PVC 4.50} a p FG O SLEEVE FOR FU 1 RE CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. - N IRRIGATION LINE A 4.00'--> ( IF THERE IS ANY DISTURBANCE TO ADJACENT PROPERTIES AS A Q PRbP SED�� + .A (7p 00 PA L a I RESULT OF ANY WORK PROPOSED ON THIS PLAN; A WRITTEN LETTER V / 5' D. FI SER CE TO EXIS ING. ",y PTA -DI- 107.50 P 11 �� > - - -�- I EXISTING OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE PATH ATE R T SERV PCL 1. T'TT _ �T I BF 6 7 I BUILDING OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY if It ` I ( SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE 0 I / j 1 \� (o / 'f•/ �H{ \�� `O �,(� 1 1 I 1 PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING Q PARC L 1 1 1 \� _ -' E 14, I AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE EXISTING 1 W R °( 4. r° I FF 99.50 / �\ a^o / L1 1- i w 2ND FF 1 6,01 - - C� ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS SERVICE T RE AIN N PA 99.00 L °' 1- !q \ L n lT) OBTAINED. C m BF ro 1 1 7 m 1 1 �4'j�. 1ST FF 115.00 01 h� I EXISTING L7 5 L 0� z 3 w FS M S I i PAD 114. PO 12�� �� ( WALL /FENCE bi C ° GA GE PR VID 4" w I 1 _ I �� a w I TO REMAIN EASEMENTS W N t I PV s E N GAR GE I N GARAGE FF ss. o u m o V I r9 w 3 m 0 X "� � FO F E FF 104.15 c J M N (L) Lo 3 FF 9 .50 m N PAD 9 .00 1-^} I I F I N� J H I U O EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR (n ° of N II IR ON PAD 1 3.65 H 11 3J is PAD 7.00 0 0 �_ I �� a I I O I Q THE PURPOSE OF PUBLIC ROAD. REC IN BOOK 12, d v z �'s % '�� I �' i I i - -- .ti FGGARA�E 3 I PAGE 34 OF MISCELLANEOUS RECORDS AND BY A DEED PRO IDE 4" VC `�% / I B % RECORDED IN BOOK 257, PAGE 369 OF DEEDS, AS i o E / O \ _ J I FF 112.90 w w SLEE E FOR UTURE w I , I Z 5 1 % PORTIONS OF ROAD SURVEY NO. 7. a IRRI 110N LI E 10�' EG - �'0 1 I I = PAD 1121.00 1 �� cso w 111' �' I 1 �� 11450 - I uti� THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS Qw FG I 1 � g• � S FG p wm I V NOT DISCLOSED OF RECORD. m 0 a 0 9 8 ¢ I J h A PROVIDE PCC O 1 I 'SO I`I'I �* . G` � I V 21� gvJ 1 I SILL AND �`� O EASEMENT GRANTED TO PACIFIC TELEPHONE AND z O 10 1 0 s •� 0 S 1 0 J' 7 c� 1. I B v ok' p I FG 0 / 0� 5 G DOWN DRAIN �p - - - - - - - - - - - - - TELEGRAPH COMPANY FOR PURPOSES OF PUBLIC to 131 PAGE 353 OF OFFICIAL EC. IN BOOK ' g7.5Q °' g$•2A 1 0% I 1 ° 1 UTILITIES AND INCIDENTAL PURPOSES. R E, U(j Lo a F- -.. `L• .. °..} c • 1 772 ^.112.2 _ 9, L RECORDS. O Co R =128 .70 < FS °- FS 6, ° 20 FS 1.0% L =23. 6' 1 9885 89 t0 112.00 cS °_ - n' THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS ( n2 A -1'02 rn 4.4 $ FS O � 11275 FS EXISTING BUILDING NOT DISCLOSED OF RECORD '� _4 , d' ,� ,.. FG `� °.. ° '---- a -� 3 LOS �9 - . ° O 111$ �.' .° 11 a �. 1 '� VI TO BE REMOVED %� ,3s ` .. 1 �• -y. cP. 1045 LCD O� OJ' a' F . � "'! , °�0 �6sf 1 fS: I 1 ��2 *4Q EASEMENT GRANTED TO SDG &E FOR PUBLIC UTILITIES, n 64 . l ° . 5 F . 1 ( 5 0 INGRESS AND EGRESS. REC. IN BOOK 1770, PAGE 160 EXISTING 6 G t °� 9j fill . , 9 °' 1 9 10 0 r . 3p 11 FS 9 0 1 773 2 I OF OFFICIAL RECORDS. co GATE VALVE 9 63 .� .. G I G ' - - O c' F -Gt '�.0 T�; F. S F 03. : � ° � > b . ;11a2- � � � ,c. r EXISTING � U e. �$g6 I �Od �g5�� 1 a 11 74... f^ ..00 9�J� ROCK THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS n _. 'J 1 I FL F a SUMP NOT DISCLOSED OF RECORD. .��' P VID 4" PVC O 1 - °a { . 9 '.r°� .7 T ° 60 p.� °' O- S EVE OR FUTURE( V' (I h 0-051 2" Ab ,q 9. ' _ . ` 06; ! g a.° O PROPOSED PUBLIC ROAD DEDICATION PER FINAL PARCEL w CAUTI0�1.. s ° NC. a 8. I IGA N LINE o • . � a . • ., .�`cy� `9,9 �8 .. � ' 7' � OVERF ® 4j• .ry � F I MAP.. •+ 12" HIGH PRE U WIT— ab '`° a�` `S a st ' 'nS a. " SPJLLNf Do�F �O k J1 off• �c O ' ' S°° `��° 11 88 ° �.: 10' WIDE PUBLIC PEDESTRIAN, DRAINAGE, SEWER, WATER c? GAS MAID S 11_x° < <'- (TY.P:) AND PUBLIC UTILITY EASEMENT PER FINAL PARCEL MAP. SEE SDGE GAS MAN a ' ; s.�© ° � CAUTION NOTES(0 PROPOSED PUBLIC WATER EASEMENT To 5.D.W.D. PER T �• RETAIN ,��c9 S �� ( $ ^ti cp WALL TO BE CANAL PARCEL MAP. THIS SHEET. cn `..� r REMOVED E E WALIr ° ° a 1 A �l O -- r E- E E © PROPOSED PUBLIC SEWER EASEMENT PER FINAL PARCEL Q W ,ST:-,PO POL I r a 3.52 I 44. s� a0ff SI E w_ 7y x 44.00 s� i Q TCI BE RELO TED B F 70. a &� 7 G 0 41.9 ll GREW N�/ O HER #P1 0747 ?� m w a9 F SDG &E GAS TRNSMISSION MAIN CAUTION NOTES: 0 40' 0 0 ~ OA 2 - - - - - - - oo \ Jl a �� \titx $ Z z 183.51' N67'24'56 "E cg �= v .-.w w Jr I �.+ z r^ 1. THE EXCAVATOR SHALL CAREFULLY HAND DIG WITHIN 2 FEET ►--i ^ o< L` I EXISTIN °C NO. 34300 m OF THE NATURAL GAS TRANSMISSION PIPELINE. ^Qi 30' �' 10 D ��L cCri z PRA SED 1 I A i1 �' 94 An .` �� PROPOSED REFER TO STRUC RE T PR11 TER AN I INSTALL 5' CHAIN 5 * # W O 0 P.C.C. ARCHITECTURAL PLANS BE REM VED /`-% Q 2. NO POWER OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN z - UX4LI EA ENT, w I o LINK GATE FOR ENHANCED `r/ �� EXIST. M.H. i z z AND P SEWER a REFER TO Y - gr IV G4 2 FEET OF ANY PORTION OF THE NATURAL GAS TRANSMISSION Z a" - a > PAVING LIMITS AND 0 EXI TING W LLS i FOFCpI \F (85.53 I.E. x EASWENT o ARCHITECTURAL PLANS EXISTING EX I T. POWER POLE a TO EMAIN a PIPELINE. Z FOR ENHANCD BUILDING #P1 9262 TO BE DETAILS w N >� �9 0 L°' = EE LE TER OF ER ISION° - � PAVING LIMITS AND REL CATED BY OTHERS. m ° o J 3. IF ANY CONTACT OF THE PIPE IS MADE, EVEN IF THERE IS W 37 � - I DETAILS SAWCUT AND In z SEE LETTER OF ERMIS�ION i,/ NO VISIBLE DAMAGE, THE CONTACT AREA MUST BE IMMEDIATELY 5 sr R OF SI GR DIN !}ND { . REMOVE EXIST ( w FO OFFSITE GR DING ND INSPECTED BY AN SGG &E WELDING INSPECTOR. THIS MAY EXIST. DR INA E I P0V ME TSl a w J MOLITION OF ALL 0 m ! PCC AS NEEDED a o SIGNIFICANTLY DELAY THE JOB IF SHORING OR OTHER SAFETY W AC -150 BY: ROBERT SANDISON PROPOSED PUBLIC e i FIRE ACCESS NOTE: "ALL ROADWAYS SHALL r Z z DA ED: 8/25 07 1 TO REMOVE WALL BE A MINIMUM OF 16' IN WIDTH DURING 0 - w PRECAUTIONS ARE NEEDED TO ALLOW THE INSPECTION. U� 62 -2 / SEWER BMP NOTE: z -a BY: ROBERT SA DISON ry IMPROVEMENTS P R INDIGIATES PRIVATELY MAINTAINED I CONSTRUCTION AND MAINTAINED FREE AND - z GRAPHIC. SCALE EIS . 1 I CLEAR, INCLUDING THE PARKING OF 4. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND E -150 R FER 0 ARCHITECTURAL PLANS DWO. NO..'07 &' BMP BIOSWALES NOT TO BE VEHICLES, IN ACCORDANCE WITH THE FIRE o c=.� DATED: 9/25/07 10 0 5 10 20 40 STANDBY, CALL USA (800)227 -2600. i � FO EN ANCED PAVING LIMITS REMOVED OR MODIFIED WITHOUT I W .O. 2 103 AN DE AILS PERMIT FROM THE CITY OF I CODE AND THE ENCINITAS FIRE a 5. THE GAS TRANSMISSION MAIN WITHIN THE AREA OF WORK ENCINITAS. DEPARTMENT." JW AREA5 EXCEEDINGr 151, G MUST BE POTHOLED TO VERIFY THE HORIZONTAL AND VERTICAL O 1fJ PROVIDE DEEP BROOM rim(st1 PERPENDIcgmIt ( IN FEET) LOCATION PRIOR TO ANY START OF WORK. '� �2 'fib THE ENTIRE DIRECVOM aF TRAVgL. 1 inch = 10 ft. z`_ r=4 Lo DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING DESI R Ro TK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 0 ANiCiE 5f1EE'i 12,11/1 OC 137- CARDIFF ALONG AT& SF va PLANS UNDER THE SUPERVISION OF RECOMMENDED APPRO D GRADING PLAN FOR: G EMovE SHEET INTER RR-.100'E. OF CL TRACKS, AVE. of HORIZONTAL 1 " =10' REVIEWED BY: �� -` l �� O J 7 8 - G Z 154 Co � INTERSECTION C MOZART AVE. VI SAN DATE, 9 BY: BY: 1531 SAN E L I J ( AVE • ELIJO AVE. IN CARDIFF SCHOOL VICINITY. N/A R.C.E. N0. 34300 � A FOUND COPPER ROD WITH STANDARD DISK VERTICAL RONALD C. ASHMAN 9/30/09 DATE: 7/ 3 / O0 DATE: f , ' !2q STAMPED OC 137, 1968. ELEV. 78.45 DATE: EXP. Y - -Z PLANNING CASE N0. 04 -178 A.P.N. 260-630-12/13 Q SHEET 2 OFX7 W _;_. _ J. N . 1286 NOTE: VISIBLE PORTIONS OF WALLS SHALL BE TREATED WITH PROTECTIVE SEALANT FOR GRAFFITI REMOVAL PER CONDITION L -5. FUTURE FLASHING--4 i i i FUTURE BUILDING i i i TEMP. COVER z 4" I N MEMBRANE WATERPROOFING ON CMU BLOCK WALL ATIVE FILL PERFORATED DRAINAGE MATT WITH FILTER FABRIC FACING SOIL NOTE: THIS DETAIL APPLIES TO WALLS "B ", "C ', "D' & "E" 12" MIN. FILTER FABRIC SURROUNDING 3/4" GRAVEL DRAINAGE FIELD 4" DIA. HORIZ. PERFORATED DRAINAGE PIPE WITH PERFORTATION ON BOTTOM OF PIPE. WRAP WITH FILTER FABRIC. TYPICAL RETAINING WALL WATERPROOFING DETAIL NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING utsrRAtu rsr uKa o rsr cHtGKtu dr APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. SNE� NO- OC 137- CARDIFF ALONG AT& SF PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING PLAN FOR: +�� °mss RR- 100'E. OF CE TRACKS, 4s'w. of HORIZONTAL 1 " =10' REVIEWED BY: nC� �1 -0 578-G ELIJO AVE. I C MOZART AVE. VI SAN /� ` DATE: 6 Y BY: BY: SAN ELIJO VE. IN CARDIFF SCHOOL VICINITY. 1531 S A y E L I J O AVE • 1 "- 4' R.C.E. N0. 34300 11 I31 d FOUND COPPER ROD WITH STANDARD DISK VERTICAL - RONALD C. ASHMAN EXP. 9/30/09 DATE: q DATE: -�? ,,� SHEET 3 OF .5s' STAMPED OC 137, 1968. ELEV. 78.45 DATE: PLANNING CASE NO. 04 -178 A.P.N. 260 - 630 -12/13 J.N. 1286 Io 0 I tC\2 Lo M o d ull) U 00 O t7 � A � A W z WAA d W O Z 1:4 z �5 w� U dw CLo f=. r*- Lo O G� W ZW Z A w� EROSION CONTROL PLAN THE EROSION CONTROL WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS AND CAL TRANS STORM WATER QUALITY HANDBOOK- EROSION CONTROL CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL LEGEND 1531 SAN ELIJO AVE • (NOVEMBER 2000), 1. IN CASE OF EMERGENCY WORK IS REQUIRED, CONTACT DALE SCHREIBER 760 - 438 -2140 OR 760 - 753 -4131 (24 HOURS A DAY). ITEM STANDARD DWG. SYMBOL 2.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT f � I I GRAPHIC SCALE ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE A SAND /GRAVEL BAGS: SC -8, SC -6 OHO EXISTING STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID SC -1 n BUILDING 1 10 0 5 10 20 40 1 CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. SILT FENCE: jV� i I m 3.DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE CONSTRUCTION ENTRANCE: TC -1 ° °o ° °o ° °o ° °o° APPROVAL OF THE ENGINEERING INSPECTOR. IN FEET EXIST, ' i 1 inch = 10 ft. E.P. ,, I 4.THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING L� SLOPE STABILIZATION: SS -1, SS -2, SEE ( ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUNOFF Q EROSION CONTROL NOTES I PRODUCING RAINFALL. / PER 25: f� EXISTING EXISTING ° - i, - °i EXISTING I 5.THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY EXI T. 8'r � E �! I f+ t BC ,'DIN G BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR SE R MIN j RETAINING WALL RETAINING. WALL EXISTING A.i'. �i UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. MATCH (4 75} , EMBED COBBLES iN LOW TC BE REDnOVED ° TO BE REMOVED > r- V EXI TING y LINE , A`7! 20' OF LPCH- - Lo PAVEMENT TO BE o PA EVEN � I REMOVED (TYP.) � ! 6.THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY ` W TED 4- -�- - - -� - -- - /t _ __ -_ _ PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED \v� c 1 _ EE ° j `r j WATERS CREATE HAZARDOUS CONDITION. T� D TAIL i C �. >> m1�),ot ^ 1 1 > n o i B o 184,1a� N67° 2124"E o c� f l o o w /� i c �° rn u_ t; 7.ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN C���� ��w '�� �� a o C�' �3� � �f �3S \.S rb.� �� REMOV EXI 44'2 ^�° 44.00'1 6� �0 SHALL BE INCORPORATED HEREON. - _ SEWER ATER L 44 C -- \ ` _�_. __ -_ v, &GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE �F - i!y-,,nl FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. - _ _ 9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EXISTING CONCRETE EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH EXIS IN REtlQY D_ 9 nY F 1 ro r 1 RAINFALL 1" PSG AT 4 EAf2TFIEN BE -- SERVO "r TO E O ;�T �� a PROPERTY 10.SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE n I a dy G v _ V 3. < " �' BOUNDARv ARAN ED 0' E i OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL - ?S ° ° .° .z.O g 13. -�!4�r C 17 L''' � � /� �" �S rs � � � f 0 � � tit fi 1,5 y U '(` °° '� � � �3 1 (TYP) BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION F G ;:' \ �p` ': � e • '< G' ' `� i v 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF _.__.....� a 113,40 C, . � a p '' \ CALIFORNIA DEPARTMENT OF CONSERVATION. { PROF. - „ a FUTU E rAL I s? , PAV D l .. ° < :: r PER CEP RAE d .. s m 3 , 11.UNTIL SUCH TIME AS P.C.C. SPILLWAYS ARE INSTALLED, TEMPORARY SPILLWAYS - Y PR,,`ODE 4" DIA. PVC SWA - © ° .. °, �.... S' BUILNG PER IT 1j , I I , O I TEMPORARY SPILLWAYS SHALL BE 4.50} f I 4. 0 G _ { G q. I \ &:. �L. , SHALL BE INSTALLED IN THOSE LOCATIONS. TE SLEEVE FOR tRE IRRIGATION LINE CONSTRUCTED WITH A 4' WIDE VISQUEEN SHEET EXTENDING FROM THE TOP OF I a - F ' 44.0 __ p'--� SLOPE TO THE TOE. VIQUEEN SHALL BE ANCHORED BY GRAVEL BAGS AT ITS ENDS n' PROP SED " : _ ^ . ?RC ° ° (7 OG a ¢ - - - AND AT APPROPRIATE INTERVALS ALONG ITS LENGTH. 3 F' S TO EXIS ING i PAD 11 15 T > ( j EXISTING HYDROSEED NOTES u, ! PAD 107.0 a PATH ATER T ERV PCL 1. I j� -^� ° !f' BUILDING 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE If o�i % I I f y l�� ��r� I. { Nk_ GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY 1 } d f ; I F'j�.�CL Q EXISTING 1 ' Vd R 4. } I 2ND FF 1h ' ' I � ARE: ( = - / FF` 99.50 j w A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS SERVICE T RE AIN v PA 99.00 f L I �'q \� B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS G \ �F N 9pZ ; rPj� I i 1ST FF 1�C'r OQ y I EXISTING NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT 5 to CD FSI t r 2 1_ _ `S' - PAD i14.(�p% H �n I WALL /FENCE CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY Li w r� 4" j'j, I v z= j r H " TO REMAIN ENGINEER. 4 i JC cn d W(F = r 2:1 ` P' S EVE , j TEMP, w 1 GAR w SLOPE O v ( F_ �9 IASiL LSAT CE �� I FF 9 5O a` TEMP :a URE i 1 G� ! - i,, 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT 3? (� R ON �'I D 5 `� ` I THE OPTIMUM LEVEL FOR THE GROWTH OF HYDROSEED GROWTH. w 1 MQVE_ PAD 7.00 o a SLOPE, : O I C1 z� AF �L!/YNTl z 'ij �- _ �S ^ ' ^ I i ti� 4GARAE '' I 3. HYDROSEED MIX SHALL CONSIST OF ALL THE FOLLOWING: ESTAB IS E) (T1'P.) (� \ I j � f B =� PRO '10E 4" VC R N =! I FF 112.�t 17- -` ; A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER w w ' SLEE E FOR UTJRE U I s i 7 • ,�; PAD 1121Ut) � � i S I tr a z n � IRRi TION Li "t C G) z C7 TEM RARY a o I, E1_� -. 1 ti 2. 20 LBS PER ACRE OF ZORRO FESCUE t� AIN Cr �� ? a. �� ^a 9j� 10 • - ,p �3 j dw L._ 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA N wm E 1 �� ! o, � �� 9 v' w r \Q �• i ,l I W '.1 , � I,e` � SP• V T� F�CG Iry -� 'Cj`� � i j �,�ti 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5'' ' rn �� f 2y L' \s I i v < I ' J 5. 3 LBS PER ACRE OF ALYSSUM CARPET OF SNOW x 4 H y y ? ¢\ 6 �1 n I L AND n °-- - -WV�_ ( ) Llj - .DOWN DRAJN \�u � " Pf � / j O g i `- Q. ITEMS C, D, E AND OF OFM THIS HSUBSECTION MAY Lo 1 `I.i�7,5CI. ,A. - 1.EJl: L DE I 2" - �_� BE OMITTED ON LOCATIONS WHERE THE AREA BEING Q �. VE I '. �° - °•-- -. Q P . <. °, moo.. W]- ; - , , a. .; III R =128 .70 n i <.° FS 6 ° -N- �c�° o.� as a .N T a F5. ��1.G 6 � H \ HYDROSEEDED IS NOT VISIBLE FROM EITHER A 1 Co PUBLIC STREET OR RESIDENTIAL STRUCTURES. a-4 .-4 - n - -- ° °.. z_ EXISTING BUILDING 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED � FS vN TO BE REMOVED i9 i, D -1 OL 1 � , 4.¢ � i t ° .. r�, � G - � � �� � "�- "... ° �•� %'b �. �_�9,. !. ?> , �I' M�•�s� � `' � �C -i WITH A NITROGEN FIXING BACTERIA AND APPLIED LCD �J V-. a .GJ .r a �_ . �.B' •� i,� vi •�J j i :_��°S -° Ia 1 A. ,r j C I p a 3 b� !�° I • ± +, DRY EITHER BY DRILLING OR BROADCASTING 1 ! �4' j 6g . !s c ! j �� 12J_1 �, 0. ,�� i BEFORE HYROSEEDING. �� EXISTING 6" �' y v a . S 2p �: 3 u .. ^,l., FSa y4y t i FI �i G '0 � . > n. c ' 0 ¢ 1� 1�9 1 4 3 F 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO j GAT VALVE I s ` " <° 6D. " -4. r 0 Lo U G+' FG W d C� - T'V ? \ `1�r; EXISTING THE JOB SITE IN UNOPENED CONTAINERS WITH THE Co �� j- G >' m, + T S m u '_ , ?• " t S i j rg ROCK CALIFORNIA DEPARTMENT OF FOOD AND `/ `T 1 s �`' ; AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR O R =127 2" I ! f ,' > , SUMP j n I Fti h :. �I4 P OV'ID . i P PRINTED ON SAID CONTAINERS. Z3 =r f v' ;' . DQ" Il EVEI; OR FUTUREI 10. NON PHYTO TOXIC WETTING AGENTS MAY BE ADDED W J.. �-, �;� � d J 511! 2 ° t g0.° t' � �? °Ci , ''� t--i j s ,� � T) � � I • � � ° � °... � F � t�, a 6� °•' .c tD. � ' \v . ice__._. I fGA N LINE TO THE HYDROSEED SLURRY AT THE DISCRETION OF �./ , �`� P .�. ._• j' Q �S �t9. : "C?, C7 ' r'+' - Gi ° 9" a. ° ! 4 °� a' © cry r. X, !t U. r_ /''� �.. 6\; °I / T. j r� I �. THE CONTRACTOR. 12" HIGH PRE U E w; i.. r3 e S ° < ° S a 5{ J L t az 4 . �� ? o r P \ GAS MAIN >f B. TYPE 1 MULCH APPLIED AT THE RATE OF NO P _ o CI EXISTI JG LESS THAN 2,000 LBS PER ACRE TYPE 6 MULCH SEE SDGE GAS MAIN j ; G " 2 f <'_. i4 1.7�% a 5t o NNN V) f e? r `rr 1 �„ \Y t' NtN,_ -,, _ (STRAW) M R " j CAUTION ROTE O. `s .T 3. <.. RETAI h - WALL TO BE HYDRAULICALLY APPLIED FIBER MATERIAL. P WHENO � 5 THIS \ ° ;• T s ° "/ \,, ,E \ REMOVED STRAW IS USED IT MUST BE ANCHORED TO THE Q _.,. g / _ -> _ i SLOPE BY MECHANICALLY PUNCHING NO LESS THAN A - -- v -- x. -r - - -„ ,., - ,:. t .a. _.._ .._, __ - - - -- - - -E 50% OF THE STRAW INTO THE SOIL W _ j ° I i= , , C. FERTILIZER CONSISTING OF AMMONIUM E�STPOW I� POL fix. v 3. 2 r .. / a T L L E L� R e o r C Xl' "' - 1 44.0 \ �. T BE RELO TED .B 4 w \� GRAVEL BAG CHEVRO 44. pp' s' �S 41.gr' __} i =v- PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULFUR o : ?' _pTAILIITiON » I< (( APPLIED AT THE RATE OF 500 LBS PER ACRE. 0 HER #P1 0747J ( ( n °� u� ��� . ENTRAN 1 '/2° �5 R BMP SC -6 (REM ��o '� I 4�1z Ch i/3 40 °- "BlyIP TGbY B FORE PAVINGG�.(TYP� orn� \ 1 - r l 1 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO Z SE G.E?A�/EL) 1 _. - a- - I - - 1 5 x.51" N� 2i . 6 "E \ - -6 HYDROSEEDING BY: _SJ w (REMOVE RE PAVING f F / I A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR { DET IL o I EXISTIN a ( r �j 3O 10 U o�I� p i'RP ED 1 Ir I 1 / j t �. �, W Al ' I PROPOSED REFER TO l \ iSTRUC JRE TO W O TE R 'AN L f, 0 A 1. CORACK WALK NG SLOPES STEEPER THAN 6:1. Z �+ z P.C.C. NSTA L 5' CHAIN ARCHITECTURAL PLANS. r J l 1BE REM ��VED 1 pf ESS/ �b1CLl E.A £NT, I o LINK GATE FOR ENHANCED OQ roA� 2. RIPPING AREAS THAT WILL NOT BREAK UP USING 0--4 EXIST. M.H. z z ANC3 "P SFWEE2 ¢ REFER TO U Y' i r^ �� GREW F ITEM 1 ABOVE. CFJ - ( ao > r I PAVING LIMITS AND L;! 4 EATING W, .LLS %, O J' L 85.53 I,E. I �.z EA51 BEN F o ARCHI LTUR L PLAvS EXISTING EXIT. POWER F OLE ; "� P ti ( { DETAILS TO E,vAlN vs ?j G' B, CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR Zi FOR ENHANC D G #P1 9262 TO BE ' j g i � a BUIID,t�I;, (9 i � } }} ! a PAVING LltvllT AND RELbGA FED BY OTHERS. ~ o j '� w z m PLANTING BY: W 3, v� l j _ I EE LE TER OF ER S iv< ., j DETAILS AV4" T I , € j m A R OF S. T[ z S UU AND SEE LETTER OF ERI41S ON �r�,l No, 34Q 1. ADJUSTING THE SURFACE SOIL MOISTURE TO 5 J GR ,DIN- N.D. _ w 1 ' FO OFFSITE GR. DING ND cal PROVIDE A DAMP BUT NOT SATURATED SEED BED. t}} - 3 I REMOVE EXIST � � I DR INA E IP PO ✓ ME4TS( � � ) � 2. THE ADDITION OF SOIL AMENDMENTS, PH W EXIST.. w DEMOLITION _ OF Ail_ BY: ROBERT SANDISON m PCC AS NEEDED FIRE ACCESS NOTE: "ALT_ ROADWAYS SHALL h x I z J'� t ��? ADJUSTMENT, LEACHING OR COVERING SALINE AC CL 150 I PROPOSED PUBLIC z j� 1 2 j TO REMOVE WALL I BE A MINIMUM OF 16' IN WIDTH DURING ? �`�1 jF p� W.O. 62 -2 DA IED: 8i�c5 fGl SEWER BMP NOTE: T z BY: ROBER 1 SA0SON ! OF C !� SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. U I IMPROVEMENTS PER INDICATES PRIVATELY MAINTAINED I CONSTRUCTION AND MAINTAINED FREE AND EIS 1 R FER O ARCHITECTURAL PLANS DWG. NO. CS -578 BMP IBIOSWALES NOT TO BE (CLEAR, INCLUDING THE PARKING OF ° �s j DATED: 9/2'ylt,7 _ HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS w -150 FO EN ANCED PAVING LIMITS REMOVED OR MODIFIED WITHOUT I VEHICLES, IN ACCORDANCE WITH THE FIRE 4 , > GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR FOR � x t I ( W,O. X32 j103\ d, n ?auc PERMIT FROM THE CITY �F CODE AND THE- ENCINiIAS FIRE (j AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING. UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. Lo wL%_ O In REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING DESIIGANED BY DRAB BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Milf, 5 EET No. 4A,AoA 12IT110 OC 137- CARDIFF ALONG AT& SF PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO EROSION CONTROL PLAN FOR: W RR- 100'E. OF � TRACKS, 48'W. OF;' 1 " =10' REVIEWED BY: p W i/1 INTERSECTION OF MOZART AVE' & SAN' HORIZONTAL C) C.� /��M► 6�I 1 BY: BY: 578 -G Z °A�. 1531 SAN ELIJO AVE* ELIJO AVE. IN CARDIFF SCHOOL VICINITY: N A R.C.E. N0. 34300 1­4 Q FOUND COPPER ROD WITH STANDARD DISK VERTICAL / RONALD C. ASHMAN DATE: 7/ t3� DATE: D '�_, STAMPED OC 137, 1968. ELEV. 78.45 DATE: EXP. 9 30 09 PLANNING CASE N0. 04 -178 A.P.N. 260-630-12/13 ASHEET 4 01`0 W J.N. 1286 REVISIONS PROPERTY PROPOSED 17' PRIVATE ROAD BOUNDARY AND UTILITY EASEMENT _8„ 1' 5' BLACK EXIST GROUND EXIST. WALL TO i CHAINLINK FENCE BE- REMOVED - - -- -- - - - - -- � EXISTING WALL TO BE � - ---------- REMOVED PROPOSED RETAINING EXIST GROUND WALL PER RSD C -1 I 1 I I EXISTING PRvES 4% 4" GROUND i i PAD - 2.. PROPOSED PRIVATE DRIVEWAY. PCC PAVEMENT /BASE PER R- VALUES AND SOILS ENGINEER'S,, RECOMMENDATIONS. MIN. 6" P.C.C. OVER 12" NATIVE AT 90% R.C. °I i APPROVED DATE 2 3 .T• `�� � �l.11 -I SECTION A NOT TO SCALE ;r �F SECTION NOT TO SCALE `- v BIORETENTION DETAIL FOR STANDARD PROJECTS ONLY. DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE . FOR WELL DRAINED SOIL - 2 -3' THICK ROCK LINED RETENTION AREA SHALL BE r OVERFLOW SPILLWAY — LEVEL AND DEPRESSED A SET 4 "ABOVE SURFACE MINIMUM OF 6" FROM THE;, OF BASIN` - SURROUNDING GRADE HARDWOOD MU SUR,cgO MULCH _ 1i 0 4 ' MIN. Icn ICII IIC1I �Itl= IIr=11 �ll�ll —II�IL PI Ii =1:I' I�'I- _.. ��'V )� \� \�\ C • w. i ♦� ♦ ♦O� ♦e'/'♦��' v v v.v -v Cv._. vvv!�vvivv ►_� t vvvvi� �'�����j/�.✓j \`♦�`/� ♦���'♦� `` ♦©,♦\ipi,�i�e``� /.ew.�� /, v e, s / . i,�®'o:r- /:mow a S�l♦♦�� <<'♦♦�♦♦�y�e♦?♦��e Q♦♦ ♦\rte ✓r �/ ' ♦�♦ °� ♦G�♦' rG / '/ / r/® °/® � r/ /® rte �� ♦���, �e�l♦� '����'♦� e' O'�'� L/1 Lam. L/. II. /•I I• /. /•% L/. I�iA♦n n�nni� \i_.i .e! • ���� ,� r r r r r r r Y � ♦ �♦ ♦ o�♦�G���•l /,e/1 /,�'_�I•i�i /•�'� �t /•o�i/.o�tl�p1�1�����1��f1� // M ��e` i�: �G` G10o °1 ♦°�G� ♦ °��•�y1�C��G1 ♦,,1 ♦ °1 ♦� 110=09 1e0e�•♦ D1�G1♦ G�'/�G�'�G1'/� °��:�:e °e ♦`G1`G�' O ♦1j /✓ •: • I w 0 a 1T e VARIES r 12' -14' —C — � I EXISTING A.C. PAVEMENT SECTION C NOT TO SCALE PROPERTY PROPOSED BENCHMARK BOUNDARY PLANNING AND BUILDING RIGHT OF WAY Rz 3' 18" EXISTING L- GROUND 0 1' AND UTILITY EASEMENT ~ 0' RECOMMENDED APPROV BY: BY: _ t? 10' r !-_I 0 DATE: 7l DATE: 3 7 ?� - -x I I EXISTING v~i Iryi WALL /FENCE w �F TO REMAIN LJ - PROPOSED RETAINING WALL PER SPECIAL DESIGN U i FF ,REFER TO RETAINING WALL A-i WATERPROOFING DETAIL O ON SHEET 3. `- v BIORETENTION DETAIL FOR STANDARD PROJECTS ONLY. DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE . FOR WELL DRAINED SOIL - 2 -3' THICK ROCK LINED RETENTION AREA SHALL BE r OVERFLOW SPILLWAY — LEVEL AND DEPRESSED A SET 4 "ABOVE SURFACE MINIMUM OF 6" FROM THE;, OF BASIN` - SURROUNDING GRADE HARDWOOD MU SUR,cgO MULCH _ 1i 0 4 ' MIN. Icn ICII IIC1I �Itl= IIr=11 �ll�ll —II�IL PI Ii =1:I' I�'I- _.. ��'V )� \� \�\ C • w. i ♦� ♦ ♦O� ♦e'/'♦��' v v v.v -v Cv._. vvv!�vvivv ►_� t vvvvi� �'�����j/�.✓j \`♦�`/� ♦���'♦� `` ♦©,♦\ipi,�i�e``� /.ew.�� /, v e, s / . i,�®'o:r- /:mow a S�l♦♦�� <<'♦♦�♦♦�y�e♦?♦��e Q♦♦ ♦\rte ✓r �/ ' ♦�♦ °� ♦G�♦' rG / '/ / r/® °/® � r/ /® rte �� ♦���, �e�l♦� '����'♦� e' O'�'� L/1 Lam. L/. II. /•I I• /. /•% L/. I�iA♦n n�nni� \i_.i .e! • ���� ,� r r r r r r r Y � ♦ �♦ ♦ o�♦�G���•l /,e/1 /,�'_�I•i�i /•�'� �t /•o�i/.o�tl�p1�1�����1��f1� // M ��e` i�: �G` G10o °1 ♦°�G� ♦ °��•�y1�C��G1 ♦,,1 ♦ °1 ♦� 110=09 1e0e�•♦ D1�G1♦ G�'/�G�'�G1'/� °��:�:e °e ♦`G1`G�' O ♦1j /✓ •: • I w 0 a 1T e VARIES r 12' -14' —C — � I EXISTING A.C. PAVEMENT SECTION C NOT TO SCALE -6" D.G. PATH PAVED SWALE. 4 "AC /9 "AB (MIN,), BASED ON R- VALUES. 3' — m om Z U INSTALL 00 �Z V V TURF (TYP.) z INSTALL INSTALL 4" P C 1 -1/2" PERFORATED GRAV UNDERDRAIN TOP EDGE OF SWALE IS LEVEL i� NOT TO INSTF TURF Wl A 10' II DEYAIL: TU_ RF `COMER NOT TO SCALE REFERENCES PROPOSED BENCHMARK SCALE PLANNING AND BUILDING RIGHT OF WAY CHECKED BY APPROVALS LINE PROPOSED PUBLIC PEDESTRIAN � w OC 137- CARDIFF ALONG AT& SF RR- 100'E. OF CL TRACKS, 48'W. OF INTERSECTION OF MOZART AVE. & SAN ELIJO AVE. IN CARDIFF SCHOOL VICINITY. FOUND COPPER ROD WITH STANDARD DISK STAMPED OC 137, 1968. ELEV. 78.45 AND UTILITY EASEMENT REVIEWED BY: 0' RECOMMENDED APPROV BY: BY: 10' EXIST !-_I 0 DATE: 7l DATE: 3 7 ?� - -x GROUND DATE: w i W U i FF i A-i O rte! O DRAWING NO. ?IE 5' / W _5 578 -G / W RESTRAINED WALL PER SHEET 5 OF ,Ss7 SEPARATE BUILDING PERMIT / �P+ I -6" D.G. PATH PAVED SWALE. 4 "AC /9 "AB (MIN,), BASED ON R- VALUES. 3' — m om Z U INSTALL 00 �Z V V TURF (TYP.) z INSTALL INSTALL 4" P C 1 -1/2" PERFORATED GRAV UNDERDRAIN TOP EDGE OF SWALE IS LEVEL i� NOT TO INSTF TURF Wl A 10' II DEYAIL: TU_ RF `COMER NOT TO SCALE PROVIDE "L" -SHAPE CONFIGURATION WHERE SHOWN ON PLAN L "U.S. CONCRETE" DRAIN BOX WITH C GRATE (OR EQUAL) �1 INSTALL 4" PVC \ PERFORATED UNDERDRAIN ® 0% -D Bap . RM WTI N a CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING PLAN FOR: 1531 SAN ELIJO AVE. PLANNING CASE NO. 04 -178 A.P.N. 260- 630 -12/13 D 6� V) Q lid � In � 00 v- 1m ! m. '. .l REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING DESIGRNNED BY DRA BY CHECKED BY APPROVALS z 0 � w OC 137- CARDIFF ALONG AT& SF RR- 100'E. OF CL TRACKS, 48'W. OF INTERSECTION OF MOZART AVE. & SAN ELIJO AVE. IN CARDIFF SCHOOL VICINITY. FOUND COPPER ROD WITH STANDARD DISK STAMPED OC 137, 1968. ELEV. 78.45 HORIZONTAL N/A VERTICAL N/A REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF �a DATE: 6 `I R.C.E. N0. 34300 RONALD C. ASHMAN 3gy g 0 EXP. �� l RECOMMENDED APPROV BY: BY: z !-_I 0 DATE: 7l DATE: 3 7 ?� - -x z DATE: w PROVIDE "L" -SHAPE CONFIGURATION WHERE SHOWN ON PLAN L "U.S. CONCRETE" DRAIN BOX WITH C GRATE (OR EQUAL) �1 INSTALL 4" PVC \ PERFORATED UNDERDRAIN ® 0% -D Bap . RM WTI N a CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING PLAN FOR: 1531 SAN ELIJO AVE. PLANNING CASE NO. 04 -178 A.P.N. 260- 630 -12/13 D 6� V) Q lid � In � 00 v- 1m ! m. '. .l J.N. 1286 Im z � w z !-_I 0 z w W U A-i O rte! O DRAWING NO. W rn 578 -G z W z�& W SHEET 5 OF ,Ss7 J.N. 1286 W z W Q 0 D W z V / SPECIAL DESIGN 1531 SAN RETAINING ELIJO AVE. WALL i CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS i BEFORE STARTING WORK. NOTIFY THE ARCHITECT /ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. i i te � ti R ' 4.14' N67 °22'209 - 18 ah O OS � 4 "E .� b 4 44.0y04 44.00' y 72 S �7 : R =5 �� Fs • 9,4 WALL D (PROPO j 900 99.5 n c 6 ' j 9� 6 m 1,y 1 u 6 yoRe� cc9)s Wl. 6 RW1.1 �B, rn;� 0)7 10j 50' H= ' 77� 30 ,x F S FG FG, Z 00 - °Mll�j 77 i QI Tc i 0<`TS 70,25 0 PARCEL 2 �L PARCEL 3 HI FF 108.00 SJ FF 113.65 a �I m `• PAD 107.50 ®_ PAD 113.15 1 /t t i W f i\ 0� PARCEL 1 n 4 { ZI j FF 99.50 3 RW1.1 H.r ' °° w 00 00 pl PAD 99.00 3 H =5 w M 3 m I W1.1 w io M a I{ GARAGE M V Ln W i FF 97.50 00 a N Q I PAD 97.00 c 7J I -j { l3/3= RW1.1 H =� R= 1282.70' L= 23.46' 0= 1'02'52" R= 1275.82' L= 18.94' t A= 0'51'02" i { F 3 M r r R k REVISIONS APPROVED DATE REFERENCES ID SHEET - SPECIAL DESIGN WALLS 1 PLAN } 1 7 41.90' 0 SPECIAL INSPECTION TABLE INSPECTION TASK FREQUENCY OF INSPECTION APPLICATION OF COMMERCIAL GRADE CONTINUOUSLY DURING TASK PROPRIETARY WATERPROOFING MATERIAL CHECKED BY PARCEL 4 CITY OF ENCINITAS ENGINEERING DEPARTMENT WALLS ADJACENT TO RESIDENTIAL WALLS 2ND FF 126.00 w cO r-� HORIZONTAL 1 " =10' VERTICAL N/A 1ST FF 115.00 it RECOMMENDED APPROVED BY: BY: PAD 114.50 GARAGE FF 112.50 PAD 112.00 - gy �+.♦ °8•v' AOn• Bab' X16•`' GF S Q 1j3 sc� �° 9a�h 9I9 +0 107.50 10�%8� ps FG lg �o � • 0 N % .97:5' '38.24 } , .. 77 2:2 . Y P. 4 ' �9 p Fa {9.65' 1� I \ 10430 F 7 112.7K F$ LO $ FS F� V .11 1 �5 -FS ° 0 to r7l S 1. ®4 03 �o w � r Iti F �S °Of, .ate me Q a 7Q to of a a so 770 r e 9 X88 4 yy g I F ;cSfi �p5 �f? 0 9 O �1 �p ° a. y , .6 e ° WALL -� ,(PRA P EDP:. a QO by `'o 4' 43.52' 6 44.00' y �y x = 44.00' �3 {7, 9 _ �� 41 yip 96+ O 1 "�ppa' 9d 5' -0" MAX WALL HEIGHT 8" i9 of 7 a LIMIT LINE 183.51' N67'24'56 "E f..; 'E-) A �I a: o SEE GENERAL NOTES ON PAGE 7 gy � J FNc� f r Z No. C -52241 m KP. 12 -31 -2010 N �A S � FG �TT pVl� ��� 9 F OF CAO'c 9 8 W1.1 i r 0 o M ; N f`� Z i L} � 8+ `ems FOR CONSTRUCTION STAGING, SEE NOTES ON PAGE 7 • SPECIAL INSPECTOR TO VERIFY ARCHITECT/ENGINEER OF RECORD HAS APPROVED WATERPROOFING MATERIAL FOR ITS INTENDED USE BEFORE ITS APPLICATION. APPROVAL SHALL BE GRANTED ONLY IN WRITING. 1. THE SPECIAL INSPECTOR MUST BE CER11FIED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES, IN THE CATEGORY WORK REQUIRED TO HAVE SPECIAL INSPECTION, 2. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION, 3. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR, 4. THIS PROJECT SHALL COMPLY NTH THE 2007 CALIFORNIA BUILDING CODE WHICH ADOPTS 2006 IBC, 5. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: THE FOUNDATION EXCAVATIONS, THE SOILS EXPANSIVE CHARACTERISTICS AND BEARING CAPACITY CONFORM TO THE SOILS REPORT, 6. MASONRY CONSTRUCTION, SPECIAL INSPECTION SHOULD BE PROVIDED FOR ALL MASONRY CONSTRUCTION IN ACCORDANCE WITH SECTION 1074.5.2 AND TABLE 1704.5.1 (SECTION 1704.5.2 AND TABLE 1704.5.3) ring, Inc. GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. D SPECIAL INSPECTION TABLE INSPECTION TASK FREQUENCY OF INSPECTION APPLICATION OF COMMERCIAL GRADE CONTINUOUSLY DURING TASK PROPRIETARY WATERPROOFING MATERIAL CHECKED BY TO THE BACK FACE OF ALL RETAINING CITY OF ENCINITAS ENGINEERING DEPARTMENT WALLS ADJACENT TO RESIDENTIAL WALLS • SPECIAL INSPECTOR TO VERIFY ARCHITECT/ENGINEER OF RECORD HAS APPROVED WATERPROOFING MATERIAL FOR ITS INTENDED USE BEFORE ITS APPLICATION. APPROVAL SHALL BE GRANTED ONLY IN WRITING. 1. THE SPECIAL INSPECTOR MUST BE CER11FIED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES, IN THE CATEGORY WORK REQUIRED TO HAVE SPECIAL INSPECTION, 2. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION, 3. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR, 4. THIS PROJECT SHALL COMPLY NTH THE 2007 CALIFORNIA BUILDING CODE WHICH ADOPTS 2006 IBC, 5. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: THE FOUNDATION EXCAVATIONS, THE SOILS EXPANSIVE CHARACTERISTICS AND BEARING CAPACITY CONFORM TO THE SOILS REPORT, 6. MASONRY CONSTRUCTION, SPECIAL INSPECTION SHOULD BE PROVIDED FOR ALL MASONRY CONSTRUCTION IN ACCORDANCE WITH SECTION 1074.5.2 AND TABLE 1704.5.1 (SECTION 1704.5.2 AND TABLE 1704.5.3) ring, Inc. GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. D J.N. 1286 LO LCJ LCJ O I CC\2 LCD M LO U co �i O rn C'J O A r CO Na A W Z w A W� W O Z G� 1--I z. W xN F+-I Ln CQ DC-4 r- C> pqa' W � Z-I w Z A W DATE BENCHMARK SCALE PLANNING AND BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. OC 137- CARDIFF ALONG AT& SF RR- 100'E. OF CL TRACKS, 48'W. of INTERSECTION OF MOZART AVE* & SAN ELIJO AVE. IN CARDIFF SCHOOL VICINITY. FOUND COPPER ROD WITH STANDARD DISK STAMPED OC 137, 1968. ELEV. 78.45 HORIZONTAL 1 " =10' VERTICAL N/A REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF DATE: R.C.E. NO. C -52241 SAMSON J. ENGEDA 12/31/10 EXP. RECOMMENDED APPROVED BY: BY: GRADING PLAN FOR: 1531 SAN ELIJO . AVE* PLANNING CASE NO. 04 -178 A.P.N. 260-630-12/13 578-G DATE: DATE: 12 -13110 DATE: SHEET 6 OF 7 J.N. 1286 LO LCJ LCJ O I CC\2 LCD M LO U co �i O rn C'J O A r CO Na A W Z w A W� W O Z G� 1--I z. W xN F+-I Ln CQ DC-4 r- C> pqa' W � Z-I w Z A W DEMON CONDITIONS: FENDING: Walls are to be used for the loading conditions Sofeiy fencing shall be installed at the top of shown far each type wall. Design H shall not be the wall as required by the agency. exceeded. Footing key is .required except as shown INSPECTIONS: or when found unnecessary by the Engineer. g Call for inspections as follows' A. When the footing has been formed, with the #5 VERT. REBAR steel tied securely in final position, and is DESIGN DATA: reedy for the concrete to be placed. Reinforced Concrete: B. Where cleanout holes ore not provided: Fs = 00 psi psi (1) After the blocks have been laid up to a height Fs= 60,000 psi n =10 0,00 of four feet or height for walls up to , w to ten feet (lo'), with steel in piece but before The Wriforeed Mason 7 grout is poured, and...... Fm = 1,500 psi (2) After the first lift is properly grouted, Fs = 24,000 psi the blacks have been laid up to the top of the wall with the steel tied securely in place but before the upper lift is grouted. Where cleonout holes are provided: After the blocks hove been laid up to the BE PLACED ON TOP OF RET. top of the wall, with the steel tied REINFORCEMENT: secunsly in place, but before grouting. Intermediate grade, hard grade, or rail steel C. After grouting is complete and after rock or deformation shall conform ASTM A615, A616, A617. rabble wall drains are in place but before Bars shall lap 40 diameters, where spliced, unless earth backfill is placed. otherwise shown on the plans. Bends shall conform to the Manual of Standard Practice, A.C.1. D. Final inspection when all work has been Backing for hooks is four diameters. All bor completed.. embedments are clear distances to outside of bar. CONCRETE GROUT AND MORTAR MIXES: Spacing for parallel bars is center to center bars. Concrete grout shall attain a minimum compressive MASONRY: strength of 2,000 psi in 28 days and All reinforced masonry retaining walls be mortar shall attain 1,800 psi in 28 days. constructed of regular or light weight standard All cells shall be filled with grout. Rod air vibrate units conforming to the "Standard Specifications consolidation. Bring grout within 10 minutes of pouring for Public Works Construction." to insure grout to a .point 2" from the top of JOINTS: masonry units when grouting of second lift is to be continued at another time. Vertical control joints shall be placed of 9,75m BUILDING FOUNDATION TO intervals maximum. Joints shall be designed MORTAR KEY., to resist shear and other lateral forces while To insure proper bonding between the footing and permitting longitudinal movement. Vertical the first course of block, a mortar key shall be exparsion joints shall be placed at 29.3m (96') formed by embedding a flat 2 x 4 flush with and at intervals maximum. the top of the freshly poured footing. The 2 x 4 CONCRETE: should be removed after the concrete has started Footing concrete shall be F'c = 2,500 psi to harden (approximately 1 hour)- A mortar key may be omitted if the first course of block is set into the fresh concrete when the footing is poured, and a good bond is obtained. BACKFILL: WALT DRAINS: No backfill material shalt be placed against Wall drains shall be provided in accordance with masonry retaining walls until grout has reached Standard thawing. C -8. design strength or until grout has cured for a • - minimum of 28 days. Compaction of backfill SOIL: material by jetting or pending with water will not 4 #4 CONT. be permitted. Each layer of bockfiil shall be All footings shall extend at least 305mm (12") into moistened as directed by the Engineer and undisturbed natural soil or approved compacted thoroughly tamped, rolled or otherwise compacted fill. Soil should be dampened prior to placing until the relative compacting is not less than 90%, concrete in feelings. Revision B Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED By THE SAN DIEGO REGIONAL STANDARDS OOMMITIEE ORIGINAL 4- A. Karuhaval 12175 Add Mein. 17. Staakm aaJaa GENERAL NOTES FOR MASONRY FOOTING ELEV. = 112.17 (PARCEL 4)� CONT. FOOTING PAD ELEVATION Chu,., RUE 19246 Dale RETAINING WALLS DRAWING C "7 r NUMBER J. No. C -52241 EXP. 12 -31 -2010 Line of undisturbed natural SO. _.- -- i /H No surcharge loads witbin this arep for level backfill design. �• Fitter Material, 25.4mm 1 ") max. crushed aggregate, 0.113 cum 4 cu. ft.) per 102mm (4') did. drain or .028 cu m -H (1 cu. ft.) per 305mm (ft.) of open E head joints. E I 102mm (4') die. drain with 6.35m (1/4') gah^. wire mesh screen, 2.44m (8') on center, or ore hodzontaf row of open head joints. TYPICAL SECTION Mortar or cost -in -place concrete Finished Ground Line T ri Uettical RinaL Grout filled bock cells Top of Jddl Footing r7f Relnf. bond deal reinf. third - -y bond beam black 51mm (2 ") X 102mm (4") - (noninal) Key CAP DETAIL KEY DETAIL NOTES: 1. All masonry retaining walls shall be constructed with cap, key and drainage details as shown hereon. 2. 102mm (4") diameter drain may be foamed by placing a beck on it's side. Revision B roved' Date RMOWENDED By THE SAN DIEM -- -- SAN DIEGO REGIONAL STANDARD DRAWING REGIM& STANDARDS 001"TTEE ORIGINAL 5arrhavol `2 i5 Add Metro DETAILS FOR MASONRY RETAINING WALL 2'cio- Ra.E ldE Dale DRAWING `, °$ ulatRCR SKS Engineering, Inc. 15008 Espola Road * Poway, CA 92064 SLOPED BACKFILL #4 HORIZ. REBAR ® 32" O.C. #5 VERT. REBAR ® 16" O.C. 8" SOLID GROUTED WALL PAD ELEVATI -WALL LAYOUT LINE 2 1 e 4 #4 CONT. I 1 0 3 -9' 6" 9" CONT. FOOTING 5' -0" 0 1�, V\1 S I-t lc-- le,- GENERAL NOTES /REQUIREMENTS: 1. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. NOTIFY THE ARCHITECT /ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (C.B.C.), 2007 EDITION, AS ADOPTED BY THE BUILDING DEPARTMENT. 3. SUBSTITUTIONS: PROVIDE MANUFACTURERS I.C.B.O. REPORTS AND A LIST OF ALL PROPOSED SUBSTITUTIONS TO THE ARCHITECT /ENGINEER FOR REVIEW BEFORE FABRICATION. 4. SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS. 5. PIPES, DUCTS SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS, BEAMS OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN. OBTAIN PRIOR WRITTEN APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. FROM THE ENGINEER 6. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED. 7. CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION. TAKE THE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. NEITHER THE OWNER, ARCHITECT, NOR ENGINEER WILL ENFORCE SAFETY PROGRAMS, INCLUDING SHORING AND BRACING, AND BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FOUNDATION: 1. SOILS INVESTIGATION: REPORT TITLED "REPORT OF LIMITED GEOTECHNICAL INVESTIGATION" BY C.W. LA MONTE COMPANY, INC. DATED MAY 4, 2007 2. FOUNDATION MATERIAL: SUITABLE FILL MATERIAL 3. FOUNDATION MATERIAL TO BE COMPACTED TO 95% MODIFIED AASHTO MINIMUM. 4. MINIMUM FOUNDED DEPTH & WIDTH OF FOOTINGS: BELOW ROUGH PAD GRADE: 12" BELOW LOWEST ADJACENT FINISHED GRADE: 12" WIDTH: 12" 5. FOUNDATION OF FOOTINGS & SLABS: ON FIRM UNDISTURBED NATURAL SOILS OR APPROVED COMPACTED SOILS (TO BE VERIFIED BY GEOTECH. ENGINEER). 6. SOIL PRESSURES: SOIL BEARING: 2000 PSF COEFFICIENT OF FRICTION: 0.4 PASSIVE PRESSURE: 350 PCF CANTILEVER ACTIVE (LEVEL) 30 PCF VEHICULAR SURCHARGE 240 PSF PROPRIETARY WATER PROOFING TO BE APPLIED TO THE INSIDE FACES OF ALL CMU RETAINING WALLS PRIOR TO BACK FILLING. CONTRACTOR TO SUBMIT WATER PROOFING MATERIAL SPECIFICATIONS FOR ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION. WATERPROOFING TO BE SPECIAL INSPECTED. REFER TO SPECIAL INSPECTION TABLE. WALL LAYOUT LINE LEVEL BACKFILL #4 HORZ.. REBAR ® 32" O.C. 8" SOLID GROUTED WALL #5 VERT. REBAR ® 32" O.C. iR M I is #6 VERT. REBAR SLOPED BACKFILL #4 HORZ. REBAR 0 32" O.C. #4 VERT. REBAR ® 32" O.C. 8" SOLID GROUTED WALL �- WALL LAYOUT LINE SLOPED BACKFILL 2 #4 HORIZ. REBAR 1 ® 32" O.C. f I I ytil r �_ #4 VERT. REBAR ® 32" O.C. f> s 8" SOLID GROUTED WALL 12" SOLID GROUTED WALL PAD ELEVA #6 VERT. REBAR ® 16" O.C. 'T M WALL LAYOUT LINE 2 1 1 SC: NTS LIMIT OF BONDING 3" MIN\ � ' 1/8 "X12" NEOPRENE BONDE �j( 3" MIN. WIDTH ON EACH SIDE OF JOINT PROTECTIVE COVER HARDBOARD OR OTHER SUITABLE MATERIAL 1" CHAMFER �PREMOLDED EXPANDED JOINT �} FILLER OR EXPANDED lul POLYSTYRENE CMU WALL PER PLAN WALL EXPANSION JOINT LEVEL BACKFILL #4 HORIZ. REBAR 0 32" O.C. #4 VERT. REBAR ® 32" O.C. 8" SOLID GROUTED WALL SC: NTS \" WALL LAYOUT LINE 2 1 1 12" SOLID GROUTED WALL Y L1 4 #4 CONT. #5 VERT. REBAR > ® 24" O.C. 4" AIR GAP f' BUILDING FOUNDATION TO r Ir? � 1 i #6 VERT. REBAR BE PLACED ON TOP OF RET. 4" AIR GAP 4' -D° 6" 2' -D' CONT. FOOTING / V -6" • ±; " ELEV PAD1T450 MASONRY BLOCK WALL 7' -4" 9 WALL LAYOUT LINE 2 1 1 SC: NTS LIMIT OF BONDING 3" MIN\ � ' 1/8 "X12" NEOPRENE BONDE �j( 3" MIN. WIDTH ON EACH SIDE OF JOINT PROTECTIVE COVER HARDBOARD OR OTHER SUITABLE MATERIAL 1" CHAMFER �PREMOLDED EXPANDED JOINT �} FILLER OR EXPANDED lul POLYSTYRENE CMU WALL PER PLAN WALL EXPANSION JOINT LEVEL BACKFILL #4 HORIZ. REBAR 0 32" O.C. #4 VERT. REBAR ® 32" O.C. 8" SOLID GROUTED WALL SC: NTS \" WALL LAYOUT LINE 2 1 1 V -0" V -6" 5' -6" MASONRY BLOCK 7' -0" WALL WITH FOOTING Q SURCHARGE LOAD AT PARCEL 4 SC: NTS C8 I i WALL LAYOUT LINE SLOPED BACKFILL 2 1 M #4 HORIZ. REBAR M 0 32" O.C. #6 VERT. REBAR f ® 16" O.C. 8" SOLID GROUTED WALL LEVEL BACKFILL #4 HORIZ. REBAR 0 32" 0. C. #4 VERT. REBAR ® 24" O.C. 8" SOLID GROUTED WALL WALL LAYOUT LINE 12" SOLID GROUTED WALL `s, '% #5 VERT. REBAR > ® 24" O.C. 4" AIR GAP f' BUILDING FOUNDATION TO 4" AIR GAP #6 VERT. REBAR BE PLACED ON TOP OF RET. 4" AIR GAP n 'l WALL FOOTING ® STAGE 2 / • ±; " ELEV PAD1T450 �, t _ o �� (PARCEL 4) { �;. FOUNDATION TO m BUILDING FOUNDATION TO f o n -3/e BOTTOM OF BLDG. FOOTING M BE PLACED ON TOP OF RET. , i I, M i -3/4" a s 113.50 (PARCEL 4) =� '` • - WALL FOOTING ® STAGE 2 / 4 #4 CONT. ' WALL FOOTING AGE 2 PAD ELEVATION .I PAD ELEV. 4- BOTTOM OF RETAINING WALL FOOTING ELEV. = 112.17 (PARCEL 4)� CONT. FOOTING V -0" V -6" 5' -6" MASONRY BLOCK 7' -0" WALL WITH FOOTING Q SURCHARGE LOAD AT PARCEL 4 SC: NTS C8 I i WALL LAYOUT LINE SLOPED BACKFILL 2 1 M #4 HORIZ. REBAR M 0 32" O.C. #6 VERT. REBAR f ® 16" O.C. 8" SOLID GROUTED WALL LEVEL BACKFILL #4 HORIZ. REBAR 0 32" 0. C. #4 VERT. REBAR ® 24" O.C. 8" SOLID GROUTED WALL WALL LAYOUT LINE MASONRY BLOCK WALL UP TO 5' -0" MASONRY BLOCK 9' -0" WALL MASONRY BLOCK 7' -0" WALL MASONRY BLOCK WALL UP TO 5' -4" (OPTINAL SLOPED BACKFILL SC: NTS WITH LEVEL BACKFILL SC: NTS (OPTION SLOPED BACKFILL SC: NTS MASONRY BLOCK 5'-0" WALL WITH FOOTING 3 WITH L LEVEL BACKFILL 1 SURCHARGE LOAD ® PARCEL 1 SC: NTS (OPTIONAL) SC: NTS REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING DESIGSED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ,_SHEET - SPECIAL OC 137- CARDIFF ALONG AT& SF DESIGN WALLS RR- 100'E. OF CL TRACKS, 48'W. OF REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: INTERSECTION OF MOZART AVE* & SAN HORIZONTAL 1 " =10' PATE: BY: BY: /V `. /1/ , 578-G ELIJO FOUND AVE. IN CARDIFF SCHOOL VICINITY. NSA R.C.E. N0. C -52241 1531 SAN E L I J O AVE* FOUND COPPER ROD WITH STANDARD DISK VERTICAL SAMSON J. ENGEDA 12 31 DATE: DATE: IZ 3 1 o SHEET 7 OF 7 STAMPED oC 137, 1968. ELEV. 78.45 DATE: EXP. � X10 I / PLANNING CASE N0. 04 -178 A.P.N. 260 - 630 -12 13 J.N. 1286 LO n I C\2 rk- C\2 LO M 00 %,:4 Li' U _ O z-t w co 1-�1 co Cn A W IE­4-I CIO z-t A Wo z V1- W orm W oLO r� rl- C) `�' Cn WCn Zi W Z A W 12" SOLID GROUT WALL > r 12" SOLID�GROUTED WALL 4" AIR GAP #6 VERT. REBAR 4" AIR GAP n 'l / ® 16" O.C. �, t _ o �� { BUILDING FOUNDATION TO m BUILDING FOUNDATION TO f o n -3/e M BE PLACED ON TOP OF RET. , i I, M BE PLACED ON TOP OF RET. -3/4" a s 1 I WALL FOOTING ® STAGE 2 / WALL FOOTING AGE 2 PAD ELEVATION .I PAD ELEV. ; , 97.00 PAD ELEVATION (PARCEL 1) r ��I III li= iii Ali_ ;l 107.50 ? i _ f � _1 i PAD ELEVATIO _ 99.00 I I - PARCEL 2 ) , .T-_ AJJ re. z I' "= a ,. 5 4 4 CO NT. <. 3. a 96.00 1) I "" i . i R TOP OF FOOTING _ it 1 i •. <. • -- i • (PARCEL 98.00 1. - r 106.50 -- .; d °s I - .- _ - ; I (, � (PARCEL 2) _= .. •. < - =i ;= �� 0 _ I _ - - 4 #4 CONT. ...._i, 4i ? I i� 70 4 #4 COWL iii, �,? -.lit IIit 1, tai 0 4 #4 CONT. . , 94.50 it -9" 6^ t' -3' 5' -0° t' -s° CONT. FOOTING (PARCEL 1)� 105.00 s' -o° s° t' -6" CONT. FOOTING 1' -9° s" 3' -3" CONT. FOOTING 3' -s° CONT. FOOTING 6' -6^ (PARCEL 2) 7 -0' S' -s" MASONRY BLOCK WALL UP TO 5' -0" MASONRY BLOCK 9' -0" WALL MASONRY BLOCK 7' -0" WALL MASONRY BLOCK WALL UP TO 5' -4" (OPTINAL SLOPED BACKFILL SC: NTS WITH LEVEL BACKFILL SC: NTS (OPTION SLOPED BACKFILL SC: NTS MASONRY BLOCK 5'-0" WALL WITH FOOTING 3 WITH L LEVEL BACKFILL 1 SURCHARGE LOAD ® PARCEL 1 SC: NTS (OPTIONAL) SC: NTS REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING DESIGSED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ,_SHEET - SPECIAL OC 137- CARDIFF ALONG AT& SF DESIGN WALLS RR- 100'E. OF CL TRACKS, 48'W. OF REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: INTERSECTION OF MOZART AVE* & SAN HORIZONTAL 1 " =10' PATE: BY: BY: /V `. /1/ , 578-G ELIJO FOUND AVE. IN CARDIFF SCHOOL VICINITY. NSA R.C.E. N0. C -52241 1531 SAN E L I J O AVE* FOUND COPPER ROD WITH STANDARD DISK VERTICAL SAMSON J. ENGEDA 12 31 DATE: DATE: IZ 3 1 o SHEET 7 OF 7 STAMPED oC 137, 1968. ELEV. 78.45 DATE: EXP. � X10 I / PLANNING CASE N0. 04 -178 A.P.N. 260 - 630 -12 13 J.N. 1286 LO n I C\2 rk- C\2 LO M 00 %,:4 Li' U _ O z-t w co 1-�1 co Cn A W IE­4-I CIO z-t A Wo z V1- W orm W oLO r� rl- C) `�' Cn WCn Zi W Z A W