Loading...
2006-9336 GP (Plans)WORK TO BE DONE GRADING CONSTRUCTION BEST MANAGEMENT PRACTICES GENERAL (BMP) NOTE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND JUTE MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT LEAVING SITE MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION. 290_ OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO ANDREW AVENUE, ENCINITAS, CALIFORNIA. PROJECT NO. 041079 -001_ SUPERVISION AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS WITH THE WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO PREPARED BY LEIGHTON & ASSOCIATES. INC.. DATED FEBRUARY 4, 2004. APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING ARE ACCEPTABLE FOR THEIR INTENDED USE. PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE). SHALL BE DONE IN ACCORDANCE WITH THE PART OF RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO F CERTIFICATION 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR ERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY, AND REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT E COMPACTION AND STABILITY OF THE SITE. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. AV S� L4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. � 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS RE UIRED TO PROTECT BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION ALL VEGETABLE 1 . Q ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR CONTRACTOR FOR THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE TO GRADING. FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. ACCORDANCE WITH SPECIFICATIONS. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (36) MILE OF A EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS COLLECTED PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A PLANNING DEPARTMENT REPRESENTATIVE, CIVIL ENGINEER, SOILS ENGINEER, NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. S A (760) 633 -2770. 10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED EROSION CONTROL CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL 1 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JANICE PATTERSON AT ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND (760) 802 -8230 (24 HOURS). REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9117 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED "AS- GRADED APPROVAL OF THE ENGINEERING INSPECTOR. PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 12. OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. KNOW THE LOCATION OF THE PROPERTY LINE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED NOTIFICATIONS WATERS CREATE A HAZARDOUS CONDITION. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF SHALL BE INCORPORATED HEREON. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT THE FOLLOWING OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF AFTER EACH RAINFALL. COMMENCEMENT OF WORK: 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE SEWERS LEUCADIA WATER DISTRICT 760 753 -0155 COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE GAS & ELECTRIC S.D.G. &E. 800 422 -4133 1800) SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WATER SAN DIEGUITO WATER DISTRICT 800 422 -4133 WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF TELEPHONE PACIFIC BELL 489 -3441 THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. CABLE TV COX CABLE (800) 221 -4188 DRAINAGE NOTE: 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY O LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL / DS GREEN PLASTIC ATRIUM 4. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. / GRATE (OR APPROVED EQUAL) SIZE 6" DIAM. MIN. NOTE: FOR ROUGH GRADING AND EROSION CONTROL PLANS, SEE DWG. NO. 9336 -G. FOR STREET IMPROVEMENTS, SEWER, WATER AND STORM DRAIN PLANS, SEE DWG. NO. 9336 -I. I�yrra LA COSTA _7 Z PA C077 OCEAN s I'o` �OCA01A VICINITY MAP AVENUE 5 N REVISIONS IAPPROVEDI DATE I REFERENCES MAWR `�- FINISH GRADE MIN. 2% SLOPE TO DRAIN NOS PLASTIC PIPE REDUCER SIZE AS NEEDED 4 MIN. PLASTIC DRAIN LINE NDS PLASTIC "LONG BEND" ELBOW (OR APPROVED EQUAL) PLASTIC DRAIN LINE LATERAL SIZE AS NOTED ON PLAN CONNECT TO MAIN DRAIN LINE WITH WYE ADAPTER INVERT VARIES, SEE PLAN PRIVATE ATRIUM DRAIN NOT TO SCALE (TO BE USED IN PLANTER AREAS), ErI R. SO G 512'! /z -23 -i3 JOA7-E PER NORTH COUNTY VERTICAL CONTROL BOOK, NO OC 0145 LOCATED ON LA COSTA AV. BRIDGE OVER AT &SF RR ON HORIZONTAL N/A SW CORNER OF CONCRETE WALK STANDARD DISK FOUND FLUSH WITH SURFACE. VERTICAL N/A ELEVATION = 59,308 SOILS ENGINEER CERTIFICATE - - I, WILLIAM D. OLSON, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA , AND I, RANDALL K. WAGNER, PROFESSIONAL GEOLOGIST, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THA A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN JANUARY 5, 2004, AND FEBRUARY 4, 2004, AND BETWEEN MAY AND SEPTEMBER 2005, ONE COMPLETE COPY OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINE FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. \Pt ,� s No SIGNED BY: DATE: L (w Exp. WILLIAM D. OLSON, RCE 45283 !., �J SIGNED BY: K aNOV� DATE; S 2S Q� qT C RANDALL K. WAGNER, CEG 1612 S� LEIGHTON AND ASSOCIATES, INC. 3934 MURPHY CANYON ROAD, SUITE B -205 O SAN DIEGO, CA 92123 Q. CERl1 TELEPHONE: 858 292 -8030 PROJECT NO. 041079-001 AND 040812 -002_ _ - �,- EGEOL DECLARATION OF RESPONSIBLE CHARGE "�' %c- c THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGI' SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OF ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREF DOES NOT RELIEVE THE ENGINEER RESPONSIBILITY FOR THE PLAN OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OF BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY- DATE: $• IS 1) N 40"a RG8 No. (0512,• COAStM. I,01P tofu 00%.- lPC• 573 scow PCAgeT (7((00) Zion (0� 2024 ESTIMATED QUANTITIES: EXCAVATION: 200 C.Y. EMBANKMENT: 200 C.Y. IMPORT: 0 NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES SITE ADDRESS: 290 ANDREW AVENUE ENCINITAS, CA 92024 i�li�d�l�i \ � ► n o � � \ SHeA if0fA65 LP gggp M64/1 1�tM ROIhO,C � •Zoo DI6'do� gZ121 PM. Mo. (Ose) 52&- bs51 A BY: DATE: r . NOS PLASTIC METAL DECK DRAIN GRATE(OR EQUAL) SIZE 4" DIAM. MIN. OR AS SHOWN ON PLAN 4" MIN. CONC. - (560 -C -3250) WITH #3 REINF. BARS 0 18" O.C. OR #4 REINF. BARS 0 24" O.C. AND /OR AS RECOMMENDED BY SOILS ENGINEER. NOTE: DECK DRAIN GRATE SIZE TO BE 4" ADJACENT TO POOL AND SPA. AND BUILDING DEPT WORK TO BE DONE FIRE DEPARTMENT NOTES SAN DIEGUITO WATER DISTRICT NOTES (CONT'D) THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING 1. CONSTRUCTION MATERIALS: PRIOR TO THE DELIVERY OF BUILDING 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, ENGINEER. CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR 1. CITY OF ENCINITAS STANDARDS DEPARTMENT: PROJECT. ALL AFFECTED WATER FACIU11ES MUST MEET CURRENT WATER 2. CITY OF ENCINITAS GRADING ORDINANCE A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO 3. THIS SET OF PLANS THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) STANDARDS AT THE OWNER'S EXPENSE. 5. THE SAN DIEGO AREA REGIONAL STANDARDS DRAWINGS AND AS MAY BE MODIFIED B. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE BY THE CITY OF ENCINITAS STANDARDS TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES, INC. DATED VEHICLES. PARALLELING WATER SERVICES. NOVEMBER 2, 2004. 7. LEUCADIA WATER DISTRICT STANDARDS AND SPECIFICATIONS C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE 8. SAN DIEGUITO WATER DISTRICT STANDARDS AND SPECIFICATIONS. BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 2, ALL DESIGNATED EMERGENCY ACCESS ROADS SHALL BE POSTED PURSUANT 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND TO FIRE DEPARTMENT STANDARDS. ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE LEGEND STD. DWG. 3. OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION: ALL ROADWAYS SHALL PARCEL THEY ARE SERVING. BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED _-----80 EXISTING CONTOUR ELEVATION . ... . . . . . .............. . FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE HYDROSEED WITH THE UNIFORM FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT. PROPERTY BOUNDARY ................ . . . . . ....... . 4. BUILDING ADDRESS: ADDRESS NUMBERS SHALL BE PLACED IN A LOCATION 1. HYDROSEEDING SHALL BE APPUED TO ALL SLOPES THAT ARE GRADED THAT WILL ALLOW THEM TO BE CLEARLY VISIBLE FROM THE STREET FRONTING 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: LOT LINE . . . . . . . .... . . . . . . . . . . ............ . THE STRUCTURE. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 6" CURB (0" HEIGHT) - - - - - - - - - - - - - - - - - - - - - - ....... AND SHALL BE NO LESS IN HEIGHT THAN: FOUR (4 ") INCHES FOR ONE AND TWO FAMILY DWELLINGS. WHERE STRUCTURES ARE LOCATED OFF A ROADWAY T ON LONG EASEMENT / DRIVEWAYS, A MONUMENT MARKER SHALL BE PLACED B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS CUT BANK (SLOPE AS NOTED) .......... 2:1 MAX. _ _ _ _ ... AT THE ENTRANCE WHERE THE EASEMENT / DRIVEWAY INTERSECTS THE MAIN NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT ROADWAY. PERMANENT ADDRESS NUMBERS WITH HEIGHT CONFORMING TO FIRE CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY FILL BANK (SLOPE AS NOTED)...... _ _ _ .2:1 MAX. ....... . DEPARTMENT STANDARDS SHALL BE AFFIXED TO THIS MARKER. ENGINEER. 5. GRADE: THE GRADIENT FOR A FIRE APPARATUS ROADWAY SHALL NOT EXCEED 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE DAYLIGHT LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - If 0%. GRADES EXCEEDING 15% (INCLINE OR DECLINE) SHALL NOT BE PERMITTED OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. PLAN NUMBER AND ELEVATION - - - - - - - - - - - - - - - - - - - - - - - PLAN 1 OUT MITIGATION. MINIMAL MITIGATION SHALL BE THE INSTALLATION OF FIRE D. 0 KLER SYSTEMS APPROPRIATE TO THE STRUCTURES AND USES SERVED. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: PAD 82.9 NGLE OF DEPARTURE AND ANGLE OF APPROACH OF A FIRE ACCESS PAD ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AY SHALL NOT EXCEED 7% 1. SEED MIX SHALL CONSIST OF NO LESS THAN: FF 83.57 4 28 A. 20 LBS. PER ACRE OF ROSE CLOVER FINISHED FLOOR ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - - - YDRANTS AND FIRE FLOWS: THE APPLICANT SHALL PROVIDE THE GF 85.07 B. 20 LBS. PER ACRE OF ZORRO FESCUE . . . . . . . . ................ . U FINISH GARAGE ELEVATION NTS OF A TYPE, NUMBER, AND LOCATION SATISFACTORY TO THE ITAS FIRE DEPARTMENT. A LETTER FROM THE WATER AGENCY SERVING C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA 82,50 EVIL AREA SHALL BE PROVIDED THAT STATES THE REQUIRED FIRE FLOW IS D. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA FINISH GRADE ELEVATION _ �- R�� VAILABLE. FIRE HYDRANTS SHALL BE OF A BRONZE TYPE. COMMERCIAL FIRE E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) - - - - - - - - - - - - - - - - - - - - - - - - - - w HYDRANTS SHALL HAVE TWO (2) 4" INCH AND ONE (1) 2 1/2" INCH OUTLET. F. 1/2 LB. PER ACRE OF DIMORPHOLECA CONCRETE DRIVEWAY - - - - - - _ - _ _ _ _G -14 A - - - - - - - - _ . ESIDENTIAL FIRE HYDRANTS SHALL HAVE ONE (1) 4" INCH OUTLET AND ONE G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE 1 2 1 2 INCH OUTLET. OMITTED ON LOCATIONS WHERE THE AREA BEING J b y .� ) / " HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC GRAVEL PAVE DRAINAGE SWALE - - - - - - - - - - - - - - - - - - - - - - OryTEp STALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO STREET OR RESIDENTIAL STRUCTURES. D.G. SIDEWALK (SEE DWG. N0. 9336 -I)- ----------- - - - - -- - ................ ................ qG `� FROM CENTER LINE ON HYDRANT SIDE. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A J1l1_. NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY IMPORTANT: WHERE UNDERGROUND WATER MAINS ARE - ....... - _ . - - - - - - TO BE PROVIDED, THEY MASONRY RETAINING WALL G 1, C 3 AlitiO SHALL BE INSTALLED, COMPLETED, AND IN SERVICE WITH HYDRANT(S) LOCATED DRILLING OR BROADCASTING BEFORE SPOHYDROSEEDING. TED T N T g2 g8 AS DIRECTED BY THE ENCINITAS FIRE DEPARTMENT PRIOR TO CONSTRUCTION I• ALL SEED MATERIALS SHALL AI TRANSPORTED TO THE FLOW LINE ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F� THE WORK. FOR ANY QUESTIONS, CALL FIRE PREVENTION 760 633 -2820. DOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA ( ) DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION EARTH SWALE (GRASS OR VEGETATED 9. ALL DEAD END FIRE APPARATUS ACCESS ROADWAYS IN EXCESS OF 150 FEET TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. ) ' ' ' ' ' ' ' ? SHALL BE PROVIDED WITH A FIRE DEPARTMENT APPROVED TURN - AROUND. J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THEHYDROSEEDSLURRYATTHEDISCRETIONOFTHE FLOW LINE ----------------------------- - - - - -- F ACCESS ROADS SERVING MORE THAN FOUR (4) DWELLING UNITS SHALL BE CONTRACTOR. ORE PROVIDED WITH A CUL -DE -SAC. A CUL -DE -SAC SHALL HAVE A MINIMUM TOP OF WALL ELEVATION_ ............... . .. . . . . . . . . . TW 84.00 PAVED RADIUS OF NOT LESS THAN 36 FEET, CURB LINE TO CURB LINE. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 ALTERNATE TYPES OF TURN- AROUND (HAMMERHEADS, ETC.) MAY BE LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, TOP OF FOOT ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - - - TF 81.00 CONSIDERED BY THE FIRE MARSHAL AS NEEDED TO ACCOMPLISH THE INTENT ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. OF THE FIRE CODE. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY TOP OF GRATE ELEVATION . . . ............. . . . . . . . . . . TG 76.93 10. GATES: ALL GATES OR OTHER STRUCTURES OR DEVICES, WHICH COULD MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO OBSTRUCT FIRE ACCESS ROADWAYS OR OTHERWISE HINDER EMERGENCY THE SOIL. INVERT ELEVATION- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IE 72.76 OPERATIONS, ARE PROHIBITED UNLESS THEY MEET STANDARDS APPROVED BY 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. THE FIRE DEPARTMENT. GATES ACROSS FIRE ACCESS ROADWAYS SHALL BE 16 -20 -0, WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS. PRIVATE CATCH BASIN (SEE DETAIL THIS SHEET) . ....... . . . . . AUTOMATIC AND EQUIPPED WITH APPROVED EMERGENCY KEY OPERATED PER ACRE. SWITCHES OVERRIDING ALL COMMAND FUNCTIONS AND OPENS THE GATE(S), PRIVATE 4" H.D.P.E. STORM DRAIN PIPE ............. . . . . . . SD GATES ACCESSING FOUR (4) OR MORE RESIDENCES OR RESIDENTIAL LOTS, AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO OR GATES ACCESSING HAZARDOUS INSTITUTIONAL, EDUCATIONAL OR ASSEMBLY HYDROSEEDING BY: EXISTING PRIVATE 36 "x 36" CATCH BASIN . . . . ....... . . . . . . El OCCUPANCY GROUP STRUCTURES, SHALL ALSO BE EQUIPPED WITH APPROVED 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A EXISTING PRIVATE 12 "x 12" CATCH BASIN - - - - - - - - - - - - - - - - - MERGENCY TRAFFIC CONTROL ACTIVATING STROBE SENSOR(S), WHICH WILL COMBINATION OR ACTIVATE THE GATE ON THE APPROACH OF EMERGENCY APPARATUS. ALL EXISTING PRIVATE STORM DRAIN . .............. . . . . . . - AUTOMATIC GATES MUST FEET FIRE DEPARTMENT REQUIREMENTS FOR RAPID, A. TRACK WALKING SLOPES STEEPER THAN 6:1. RELIABLE ACCESS. EXISTING SEWER MAIN . . . . . . . . ................ . . . . . S B. RIPPING AREA THAT WILL NOT BREAK UP USING ITEM "A" SAN DIEGUITO WATER DISTRICT NOTES ABOVE. w EXISTING WATER MAIN - ----------- ---------- - - - - -- - 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT EXISTING WATER LATERAL AND METER . . .............. . CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND BUT NOT SATURATED SEED BED. - -- OHU - -- EXISTING OVERHEAD UTILITIES ........ . . . . ............ . UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR G 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE GROWTH. EXISTING GAS MAIN LINE . .................. . . . . . . . CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS EXISTING GAS METER . . . . . . ............. . . . . . . . . . . FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL EXISTING STORM DRAIN PIPE - - - - - - - - - - - - - - - - - - - - - - - - - IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER EXISTING SEWER MANHOLE . M.H. O DISTRICT. EX STING MASONRY RETAINING WALL - - - - - - - - - - - - - - - - _ NDS GREEN PLASTIC IaROPUSGD Ate GEINOIT loNING 1?N1f _ _ . s ... PLASTIC OR METAL DECK DRAIN ADAPTER FINISH SURFACE, REFER TO ARCHITECT'S PLANS FOR PAVING TYPE AND FINISH 4" PLASTIC DRAIN LINE AS NEEDED I -T NDS PLASTIC "LONG BEND" ELBOW (OR " APPROVED EQUAL) PLASTIC DRAIN LINE LATERAL SIZE AS NOTED ON PLAN, CONNECT TO MAIN DRAIN LINE W /WYE ADAPTER INVERT VARIES, SEE PLAN PRIVATE DECK DRAIN NOT TO SCALE (TO BE USED IN CONCRETE AREAS) SAN DIEGUITO WATER DISTRICT BY; DATE: ATURE -EXPIRES 2 YEARS FROM DATE SIGN PLANS PREPARED UNDER SUPERVISI ❑N OF DATE �•IS.II R.C.E. NO. (^x124 �[EVGtJ , .JOWL'S EXP. q'3p° I3 ATRIUM GRATE (OR APPROVED EQUAL) SIZE 6" DIAM. MIN. 4" CONC APRON -� (470 -C -2000 CONCRETE) NDS PLASTIC - PIPE REDUCER SIZE AS NEEDED FINISH GRADE MIN. 2% SLOPE TO DRAIN 4" PLASTIC DRAIN LINE Tlkl%,rDT PLASTIC D RAIN LINE ADJACENT SIZE AS NOTED "7 ON PLAN CONNECT NDS PLASTIC "LONG BEND" TO MAIN DRAIN LINE ELBOW (OR APPROVED EQUAL) WITH WYE ADAPTER RIES, SEE GRADING PLAN PRI VA TE A TRIUM DRAIN AND CONCRETE APRON NOT TO SCALE ENCINITAS FIRE DEPARTMENT BY+ � DATE: 2 1 5 e2OD i0 SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED LEGAL DESCRIPTION LOTS 1 THROUGH 3 AND LOTS 5 THROUGH 9 INCLUSI� OF ENCINITAS TRACT NO. 04 -066, IN THE CITY OF ENCINITAS, COUNTY OF AN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 15091, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 6, 2005. ASSESSOR'S PARCEL NUMBER: 216 - 410 -25, 26, 27 AND 216 - 410 -29, 30, 31, 32, 33 NDS GREEN COLORED PLASTIC GRATE OR APPROVED EQUAL, SIZE 12" DIAM. MIN- PLASTIC RISER AS NEEDED DEPTH VARIES, SEE PLAN FOR INVERT ELEVATIONS FINISH GRADE TO PLASTIC DRAIN NDS PLASTIC DISTRIBUTION LINE SEE PLAN BOX OR APPROVED EQUAL FOR SIZES PRIVATE CATCH BASIN NOT TO SCALE (TO BE USED IN TURF AREAS) CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N PRECISE GRADING PLANS FOR: CITY OF ENCINITAS TRACT NO. (A 9336 -GP WORK PROJECT NO, SHEET 1 ❑F 3 N W \V 2 v rLA� O N qk 1 v fl, � 4 0 3 OZ c tV G Q � h Lj f�Z Z LLJ LLl 1--1 0� Z L3 Q E3 zra= LLJ Q O_ p KDor rj/t,A1 nI kCt6 907(6_' �I D tZ�7�N'f I DN nG'Ck!>. ReftKi" _A" sartw k m v Ro wl itmI ocwarM �. v tEV4Y : pCpp�f A Mrd • ! ALL t2oor t29-m �e, �/►i I I ®>= to'' �iwrrlSonA••NO/A+A r� �tlfa eu� � 8D lwt AEt6 \ �� oo \ �85a o o l f� lNl7(d ►O�,tt% GOiI�RL�`�° $E �' L �0 Ro �l� e -t• �f D Teu -r�oN rr°►rMO �e ft-OAP I��NlEk6►� poep o co i �yy 'off CSHE �� s e p� 1F(Lt:1FS • ',,°" $ flt r 2 "3 3� H `-., �� 78.72' 17.60' 5.75' 13.65' 75' S e oR rn 8,. �� PIPE o v 15.00' 10.00' 10.00' 11.00' 10.00' 10.00' 10.71' 2 8.00 9.60' 7.00' 6.65 0° �� °' 10 �' 6�_ \ o ° t r r _ '� ,�Q> _ o�. \ >C -- /�' / _ 3 m .r (• � •� / $x(,byFwC 0V6F �lrE H=3 .*d H =3?f H =4.o7' H =4.40 H =413 H =IL07 H =5, 11 5i33' H =5.67 H =6.00' (. ~ � � \ \� �O O / m 4Jp ' / dN ,�tit 7GG � ® J �!�•x��� ,�'°'( TW 8440 �o W 0 6. \\ �^ 2n ^ \ o� \�� k b ' q _ l ^ 4aPa'('m-m'o eve- pfPI= oft PAD 83.6 - LOT 2 \ k �\ o .Yo m c3, \ \�o oti ` o J� l i n tE 4 b "/✓� 4- P� Plve NL'� W - - - _ (SHED RADEJ �' 011 \ I n y ' �a o o. h / rs o t o lN✓ER h1 z � � � XIS ' � o' � n° OrYG rN'lo P P �' ,SiobNlOn ma /f'� m ^ W WA / pISE/C f°t'S1Ed1 lJ TF 80.67 - - \ N N n 0 ti TF 80.33TF 80.00 TF 79.677E 79.33 - rn rn - - o k = ^ ^ 79. i ^w ^. `•>' SOD3g,r� 4 p o O \„ p01 iE r x K iF 79.00 7F 78.67 a k jTW 7 7g o W o Rn0 VIoce -rew floral Fa ew)e�'Lro 9ott. LAykZ gNdt" 6e A; M1A. 24 06VP 5mipq Lope SOIL MIX w" Alo MORE] TF 78.33 TF 78.Q0 yr 4- 3_� p. 0\ , o' �0 t0 B/I N OF l / ?HMO 5% aAl Ulf t f . -rWor MI)e �;tj4u eovjAlr` 5'® -moo 0 5Aw oj - i0•''b� %MPos°( ( 7F 77.67 - c� Q N o og 1 a / OR FIA$PwooG mu�eN A@gNDpNf ( Aop lo•3o °/« 7oP Solt,. `.� �c �' \ , � o � '' �- �a .. �r a$ ��--- N ^� p �, ## 3/+ cleoSHrrr7 Rort� I� srfA'u. CIE �t 01101 Bf°' f�" �jtT� iLi�r( b� h�o�A�� 7o taCR6rF5E TIfE ASP \ r PROFILE.• MASONRY RETAINING WALL IN LOT 2 " ` �I °dd 0 \ ° 0 y £• {s.c v f INCIL!'M► (G °l� 1Nb %foRkU@ A$/L �N@ PJAf/A3. (PER STD. DWG. NO. C -3) r 1 7197 SCALE. HOR. 1 =20 ( ^ I i TF 7 .00 ❑ V• �b++nN ' .^ - °j' ^••O. ���' '� p 9 ,� ^ `cA g . 5 v ,� COLORED CONCRETE BLOCK AND TEXTURE TO MATCH THE a W _r n `F �- 5 ti a RETAINING WALL NOTE: i ' � � a.5 r _, f ,,..� ro•" s o.95: , ^_ � '•'': ::�.:::.•.., �° ° �ti � $ a � ^o � oA /L_ PROJECT COLOR SCHEME AND TO BE TREATED WITH A k r • • I rr023' a' ^ • 1 0 \ �\ PROTECTIVE SEALANT TO FACILITATE GRAFFITI REMOVAL. o N ; o - 4 %' f ° 811 '' ''''' S0 W r2" a� 39 . 1 8 P O v ro CD Z rOr o r r r . / , �j� _ ry P(q o . ° 8 - ph WA o N N \ rn 8 .88 "p �n ^ ° '� � d� Jti- :° •_ {�% I N1)NG � • TFR P �, 68.54' 9.88, ❑� t S wac /10 23. + "/_ ft ^ �S o o o a ^ f1 ' 4.00' co 16.54' 35.00' 17.00' l< co l\ H =4.00' H =3.67' H =3.33' ° �I i o u ? �°a• t;., °,. - 'n.�39' ti `o O•.- gs�, 1 , 5, . �°- ,• '`4• h0 w • 'y , N m / ,9 'O ° d ' + \ i e; O t ° T i s $ $ 4'�� . Q 3 �' o a' lg 5 . • ¢> �� i _ . N b`L• rn ^ � N ^� ° � / �r � �� � _ � 3 r ,�o$�n,�o �Np �t ,o }�� c� %� o z� ^ :`� "��'�•, >; ,. xca !' a� N,w � ^� ", � x � t� \ T 74'40 t � �o.o i s-.R �'+ � L%' , `° "' � h � - =• _� a ,., .� o t �\ TW 80.50 aw QA � r A. 3 - - - - - - - - - r •2 •u PLAN 3 / ^ I,I �V TF 76.50 TF 76.83 a TF 77.17 va b +. t 2q 84. 1% MI ~ N �� i. , r� 1 Sr80,50 �, _�tlfl9 111 � �� y12' � > _\ d� @{i/ ° FlNISHED GRADE Q' o cp } Qf b `� PAD 817 Q 4' / � � � PaTtO ao� r• "s c- - c� 3• c � 0 FF 82.17 U���y � � 2 �> 12' s � _ _ ". • " 8 � �. o - � .`•;c•#„ r� � ���`� �``_' ^ ��I co mho m', 'w°v$n�q a 8 PROFILE.• MASONRY RETAINING WALL IN LOT 5 N �!'rq -- �= - 7 "fi a3 " °2 .IT: o y� '�`�•• w n 'e 25' "NO PARKING Q' cs ►- `' ^� (PER STD. DWG. NO. C -1) " 2y .w �� �;,,� ;t o 2 >� rc s3.10 R•i. k ` N u. � / ALLOWED" SIGN 5' ry 3 ^ 0 ° } " i �N �. �, � .• ro @ � h � o � 6 HDPE 0 1.0% 1 q 08 ° > >/ y° 1E 81.51 SCALE. HOR. 1••=20( PER DING. NO. 9336 -G 5 °$ > a t 8' a / '� M/ a� / 19; M /Al J 3 > v lv 3 83.22 12 "x 12" .B. O 0 ^ } ry RETAINING WALL NOTE: COLORED CONCRETE BLOCK AND TEXTURE TO MATCH THE �- � -� -. 113.gp -- o O� , > e ,^", 0 L 7 .55 12 PROJECT COLOR SCHEME AND TO BE TREATED WITH A - BW 7 � 3.57 O ' PROTECTIVE SEALANT TO FACILITATE GRAFFITI REMOVAL. r) C r 4• Tf�7 E 76. g°a�, 7 ®® _ a >> , n �'0 TW 84.00 ® 3 // GF gap o TF 1 > BW 80.44 II _i I 7 c' °' cr ' 1 ❑ 25' T 7 8.9 > 9 "NO PARKING 83.94 I g 9 12. ? CONSTRUCTION NOTES: / \ X ` p F , (� s - - ° -� % ° - > F� 9• a�Q ? ° ALLOWED" slc PLAN � / t �" A i Lr1 TG 83.00 I GF a3 \t ( 76 $ . ` \ / 1. 4" H.D.P.E. TO BE WITH SOLID INSIDE AND _ 0 76. - - 'y -" -+ Gi TW 84. PAD 83.6 x Ja o PLAN 5 Ess .1z r a �." IE so.4o Z / 7 ° i, • ; ° BW 79.44 FF 84.27 TG 82.20 ° 7 \ , \ SMOOTH LINER. r 0 �j 9/o O PADS G 79. _ . � 2Zy79 +� �o IE 80.00 tt 10 /f \ 2. FOR AREA DRAIN DETAILS T FF 80.17 IE 7 L00 - -r� 8.5 i - TW 84.00 % 10 - e _ 1 \ � IE 80.29 TG 83.70 ® 1�. J� o \ SEE SHEET 1 Q 8W > S� BW 78.72 IE 79.87 $� u \ g 76.7 TW 10.50 8 GF m ' 29 6 I /1 j8 2 ^ - 2 �• • /� �l ,1� } J PLAN 1 t� o� I BW 77.45 F , h ca u� 84.00 1 t 3. TOP OF GRATE ELEVATION CAN o° - TW 80.50 L 7 °j h 0 W 2g 10 ° h° • 's ° �f�l BE ADJUSTED ON THE FIELD. N Q 12 1 C.B. CATCH F 7 > .r r� �5 o PAD 82.9 T TG 20 TW 80.50 BW 77.83 > 15 �� FF 83.57 \ 4" IE 75.91 TG 76.93 Q O a t AT M CITE 1 E 72.10 IN BW 79.20 E 72.76 I GF 2g ) !;' q0 TG 83.10 / iGoAk {I`/� Glf• IIIfO�• 2 ki ' \ ' _ y 84 920 > �3 S�DjQ�N&F MER b 8g' SO \ IE 79.71 T 78.00 X 1$ MIN. 0 ! W 1► ® �S8 > > > , S 5 /� I I I k IE 00 75.00 , ' - 4 y -.. 66- @W 2g 00 \ 1 12 "x 12" C B. f=1 2 "x 12" C.B. /,� SETBACK LINE (TYP.) M \ k T 74 0 0 -a "NO PARKI n A > 7%:85 - °° _ e �a' 2g• 5 TG o / j TG . •�' EXIST. 20' SEWER b� °' \ V > m kB 75.67 �g���� fO ' ©> > >'64r54 > iA >' >> > > >> > > > + > 1°� - �%9 �$ \0 1% ° 4 ��, IF 74.4%; E �. EASEMENT O Cpl ! •� a r 8 \ ATRIUM ATE 12" IE 72.78 t7QT _'_ °� °. ° - 30 ( ry \ oTG 77.00 X _ - °o �� - o �� n ^ >> \ 5 ° 1'6-' 56 b o ° f N f f N % M N. � / \ E 75.00 o Q } 4 o PR1 % o �g2 1% fig. 1 0 5 936 \ o 4" IE 74.91 I % 95.40' 4" ATER 52.25 .35' 99.90' TG 78.30 0 .o:: DRAT AGE r) r) r r� 5 o Z. =' r cps EASEMENT 10 00' 0 0 $ 0 6 O 1- AI 1� r L J E 72.0, $ a 9.7' STEWARTo �a. �e ° H �� o �1 , \ %_ � 9 21.4' WAY d M 1 1% MIN. 1 n 4 . _ 0 62I ---1 111 %6 18. o 5' 18. 00 a �b o k \ ^ \ m °M° . 25, �o s. ae 100.00' !_- 6 47.65' . •gyp. s `O `o Z } c� "NO PARKING �s 1 _ %j °aE `� ( t a C8� k N 74.67 1 ti� g • t 7.20 W - "- ^ /\ - TF } ' 9• 8= tk ALLOWED" SIGN a^ ° ° yy "' �q. TF74.00 IE 74.19 1'1• : -d _ -, rr� •`: N� fc? .1 1�_ O 12 UM v,4,.O% Tc\' 1.7% r ° . ° () �g - 0•/0� 196 TO 1 \ MIN. N B 1.% / �,4c a� ° N . iE 1� Ti �' 6 . • O R DING. N0. 23336 =G \40 mlii 1 1••i f 76 NOTE: \ \ - _ t �8 �„� :. M� \� _ core .�,, ( i `►� - �`° ��� 3 I 2 TAINING WALL GF 79.07 J - = ' -rr a 1 ' OE PFD GF 9.07`' FOR PUBLIC SEWER, WATER, STORM DRAIN AND P RIDWG. NO. 9336° ` 1�' 7 GF 78.17 6 - GF 78.17 GF 7ss7 s �. , STREET SEE IMPROVEMENT PLANS DWG. N0. \ \ , o I 8.3 ro LA 9336 -L FOR ROUGH GRADING PLAN SEE DWG. NO. 9336 -G. / -r ? -\ 10' PRIVATE ^°'' `�° �� r+ 23 0 L� �• J I } 6 GF 79.24 b 8.3 DRAINAGE EASEMENT 3 9 d q ,•� _ \ rn 12 "x 12" C.B. 11111 1 ° r LA TG 71,90 0 � � GF 78.34 � 30 �� PLAN 9 GF .24 n - 0 1 $ 2% 0 65 ^ J k o' E 71.42 PLAN 6 + ^ 7 GF 7s.84 o �6. r� r O X r x M PAD 78.9 j PLAN 7 i PLAN 8 ® PAD I N1 x ro / } FF 79.57 I z_ + 9 /t \ be PAD 79.5 I Z» 7 5 M \ W 0.5' + PAD 78.0 f Ei1 2.5' 10' PRIVATE � FF 80.17 I I N r f(E) - r\ a� �' DRAINAGE EASEMENT FF 78.67 ( 18" HDPE (� 1.0% f I y .5' � � k �f \f� � f !frJ � j - - - - I �• 0 1 PER DWG. N0. 9336 -G j � 5. ' w ei 1 to 25' - 'O• v_'r ` � � E 70.83 IN ®� I I � �EGK 10 ® + ..•.. � _J az o 10 20 40 80 ' �` + NTING ^ O 12 "x 12' C.B. STRIP \- ,4° IE 4. 1 IN 12 x 12 B 12% 12" C.B. 12 °x 12° C.B. �� 12 x 1 C.B. ry + + j 12 "x 12' .B. 1 w � 1 TG 78. I N 12 "x 12'�.B. r m , X > N TG O TG 3: rn I � \ TG 7�.QW cam. TG ¢g( TG 7$ > O TG 78.�a6 {I ATRIUM GRAItR ^ / E'j�$� N 1°'' IE 74.9® E J5. 10 W° 1 p1\0 \ Q SCALE. 7 =20 + 7 _ Q " s % TG 4.50 8„ IE �. o�OiylE 72.flQ j E 1�i N �o - E ? . �. 1� y 9 k N _ 1% Llj QAOFESSlp� �otE, r -1-146-1 73 12" IE 70.83 OUT 90.30' 100.00' N1503'49 "W 15.18_ _ _ 100 0' 99.88' �N R. JQ2� IV�.I.OPN��+�► C '(NE J Il r� J 72.0 ' - N15'03'49 "W Q y FN y LD S CW �H l� r� 974U. 1-0 r% k- L i z r No. 65124 bE F'l' t'i6jp M�10 PEv`a009IFO r - 85.87' ( 56.27 38.73' 85.11' 19.09' RETAINING WALL ;'.?' \ s PER DWG. NO. 9117 -G \ c- �o KG1'ir 50900 WkTpz STORM PRIVATE 91.8 v 95.0 (' U 04.20' o 6 I k /, r) � r ( ' -- r 0 92.68' \ TWk7 .33 rr TW 78.33 TW 80.00 TW 79.33 k r rl i AwA'I'( f-Ro#) qK6 Nit p�A)GS• - L J- 3 r LOT 2 C) r 1 (� z cry ►�- i� \ x s" P 2.0% r ,� PRIVAT r��l�'1��117r� �rF),A r ND, 0� JJJ ���Ar � J, 14974 Si R. 51OQMI Wk-[G'12kGll.11 �S SI�kU.' v' �'G. 0. 9336 -G \ DRAINAGE EASEMENT ..' W W MkIA)) u� p Cale s'Core Em�� -(�2 M�-ra7 ,�n�c� Q� z s FN r o.R. LD QC3 zra= REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑, Ld Q 0- E-O-to a *ojtr App ol o •( •( PER NORTH COUNTY VERTICAL CONTROL PLANS PREPARED UNDER SUPERVISTDN TIF RECOMMENDED AP PRECISE GRADING PLANS FOR: kfD Sr S - v BOOK, NO OC 0145 LOCATED ON LA ( �� Z Ldf C NS t-rI00 1- COSTA AV. BRIDGE OVER AT &SF RR ON HORIZONTAL 1' =20' DATE + (5 iE Y: BY. �.•i E� ' CITY OF ENCINITAS TRACT N0.04- 066 9336 -GP SW CORNER OF CONCRETE WALK -1 E F41LftW/=I0tM(y4emehffs STANDARD DISK FOUND FLUSH WITH R.C.E. NO, , 69612¢ VERTICAL N/A ATE; F 7 /, / oC DATE; ` ti s As- •/ SURFACE. °�lgVE1� �. 0 5 q -40.13 • ELEVATION = 59.308 EXP, WORK PROJECT NO. SHEET 2 ❑F 3 (�00 (Nhkt✓ NOTE = BMP AREAS NOT TO BE POST - CONSTRUCTION BEST MANAGEMENT STORMWATER POLLUTION CONTROL BMP NOTES k / /00 PRACTICES (BMP) NOTE RELATIVE TO CONSTRUCTION ACTIVITIES DISTURBED WITHOUT PERMIT o �� FOOF�PAA INA-&V "00M FROM CITY OF ENCINITAS ARE NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE CONCRETE WASHOUT �O \¢��� qo 7858 0 1 �JvQI�/L�J L L� po ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED s s \ °. 1N J ` INDICATED BY: VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED �� �� q jr, J % ry\< r!� $Ir��/y�ry > W AND STREET. BMP MEASURES SHALL BE IDENTIFIED ON THE SITE CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. b ^�. o OV o� PLAN. MOST COMMON MEASURES ARE DESIGNATED TURF AREAS, IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, ��$ 1 wO ��� �q am /- - g. \� \ �g0 X q - 1\ 1 0 �W o Alf l - GRASS PAVE SWALE WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM IMPERVIOUS PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM W ° _ ti� rn a' AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN �Q ,��J ' / BMP'S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON DESIGNATING THE WASHOUT LOCATION. ,tom 1 ,t �. � � o X __ o JL �° PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE BMP CONSTRUCTION SITE ACCESS ��. ^ q \ / ti �� r,� �' / / RAVEL PAVE SWA G ^ 1 \� o ` �� J J / LANDSCAPE AREAS WITHOUT A CITY PERMIT. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF �. h q \ �� \ e °�� �° J Cc, 2�ril� ON 1 SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL X g 6 w X o \ ^ X8 . o 1 / AND /OR CORRUGATED STEEL PANELS /PLATES. W \� ^ qry °q �` \ ^� \ 6° °' CONSTRUCTION VEHICLES S �°% �° o LANDSCAPED A AS FOR STORMWATER �. h ' r q `�` 3 o d °' n m 85.92 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE X W 791 G q" S00° 8 . 4° ^ .�o POLLUTION CONTROL TO BE PRIVATELY DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE / f = a ^ 3g j\ o q a X TW 7 . 6 "W �� o °� I MAINTAINED AND NOT TO BE REMOVED OR ° REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR Q `78. �" _ g °° 0 o/ m DISTURBED WITHOUT A PERMIT FROM THE REPAIRS SHALL BE MADE OFF -SITE, I 16 CITY OF ENCINITAS. EROSION CONTROL I ' \ N 7 ew 7a. p J �� �� �g OqD EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. ASP SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST I N g 7p .LL79.'E �� ^' 3 >>71• cO ° lz EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. r\ II 7 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET X N TF WEATHER. , 9 �m /� m n DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF ( X BW 8. ` o ^. U �'$ 08 /2 \ n _ o AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT i Y ^� p o X \ I cNJ CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY o 49 3g r 81.1 '�'`' ^' S W g V ? v I 1 03 EROSION CONTROL MEASURES. r 4 a REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. STRIP o N m 6 1 ' \ LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID ° o w i � 4 moo' 16 ° 3 ° m � ° � � ° /� � � ,5. � --_ J ' � � UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE X ° m / 8} ° 8i II4 3 ° 2.39, `b 0 4S r a" •'° `, ,' • �O 1 v m ° 3 ca TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. n PAD 80.5 °° L 5' TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE j T � G' I r \ m 1g.5 ,. b^ h 8L ^ o° 5. M y CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL - __ _ 7 3 S V e-- Z / t �' N �6 o- w h / � PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST GROWING S�Fi ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. B 78.p PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION \ ' > + m �° ro- 1 • ;.•, \ ��\ AND GRADING ACTIVITIES ARE COMPLETE. - Q 7p' j 2q 3 22' . WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. \ ' / \PLAN 3 Ati 02 1g, w 4.17 of TW 4> - 83. `''• N �_, 0 0� ON -SITE CONSTRUCTION MATERIAL STORAGE PAb\81.5 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO z S/ ( FF 8217 PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE - w X I 12% 12" C.B. PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. \ ° 10 TG lII / (� 8 2 , > d� 4' !8} 3 ` �� ° ° 3 X 250 0 � CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL - ° IE 76.60 / 1 co � :�\ STORED ON -SITE. X N y "NO PARKI ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES gw �� Z -� ALLOWED" SIG 25' KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, 6 ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE P DWG. N0. 93 - x TF 77 LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED \� o Z LSD° > > a� GF 83, WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY N12" C.B. �} > gg� // J / \ rN 7j SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. ° \ + TG 78. �' 163 �}� S5 ° o a }I0 / IE 57' \ U '� • -y > 6N 0 TW 84.00 GF 7 o fl ' TRAINING RS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY X TF 6 1 \ 1% MIN- ' fig. BW 80.44 f N OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ( " g ?5' T 78.90 ^ _\ > ' ° "NO PARKING GF 83.94 ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE a \ ,' E 7 .25 v ° �� 92 12'pa 29 2 ^ o ° - °, 6 > �g Q ALLOWED" SIGN o BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. rJ 1Sq° °- _� Ig' SQ \ PLAN 2 z J X F 76. lT* = 74. R70 \ ^ L 4 / TG 83.00 GF 83. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM ` \ ( �, � � 24 � w Tj SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN o X 76 0 sl 29 PLAN 5 ID =70•(2 ° a m GO C� ''�.� TW 8446 PAD 83.6 IE 80.40 RESPONSIBILI TIES. BW 79.44 \ FF 0 X Ei O PAD 79.5 TO 79.50 P 7 % ° o i o J� TG 83.10 \ 1 0.00 10' WASTE MANAGEMENT �9 p re FF So.17 E 7 .90 ° 78 ° ��� IE 80 29 \ � m _ TG 83.10 . CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF a gW 75. : l � (o ° 5 0 >> \ BW 88OO E X87 ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF ^ 76.7 6 "TE 75. N TW 80.50 GF 7g 67 i 6 `l tw \PLAN 1 UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN ° (76) -L 2 CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. o° t TW S 50 77g n h(� p 10 6 \ NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO Q Y,. 12 12 C.B. CATCH \ F 7 > ry -$5 \ PAD 8�9 _ / /. TG 20 TW'80.50 TG 76.93 BW 77.83 8 7815 1 FF 83.57 TO DIVERT BEANS DIKES SHALL N PLACED AROUND DUMPSTERS 4" IF 75.91 I ( �o BW 79 IE 72.76 GF (_A 40 \ TG 83.10 \ 2 TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE 1 E 72.10 IN 78-84 �9 > > SDG & CO. 5 83 S CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN AT RAJ G i rq 0 O \ IE 79.71 f j I T 78.00 k W O T O �3 >' 7. 4 T. t��SF RMER - 3 o, \ I -Y� X CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED 1 1q `' 8 1 T \ m ^ E 00 Z °MIN. �$ 90 ! > °, .6 W 79.0 _ n r WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH X 75.pp , e- gW 0 12 "x 12' � B` d2 x 12" C.B. SETS/ (TYP.) 9 TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL T 74.00 0. ` NO \AR TIN 4 i i A �� >�56. - 7ry g5 - ° p 181 7g TG �.OB EXIST 20' E rti' ° 2 MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED ^ B > > '>j > # > -� 10 ._ 58 E X9.4 / 4� y\ 7567 �R� ' ° > 64x5'4 > >A > ' > ' > ' > ' % > �$` 1 %\ &��_ 78 8 9 q EASEMENT PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND ATRIUM AT - 12" iE 72.i6 C70T ° ' " �`' ° _ 0 3p CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS Z TG 77.00 . -, 1�o / MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS o x o 1 ' b g 5 ° 1a. g5 N 0 (0 IE 75.00 b Q 4% c PR TE 1 % N O �g2 1% 0 3 HAZARDOUS WASTE. FOR INFORMA710N ON DISPOSAL OF HAZARDOUS ° �4" IE 74.91 , r g3� -�% ' S% DRAI AGE 95.40' 52.25' x52.35' cv TG 78.30 0 �- r) T\ r) F' r� \ MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) w 2.4% s p EASEMENT 1 47 65' o o 1' o / I I r r1T 1 r' I J 1 n �H V N 6\ -�l ,� \ v IE 72.01 m e aj. o O 0 0000 a0 > o > $. o > I �J 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS g� 3� o >j 9.7' ST WARTo a 21.4' WAY o a \ ¢ n 2.4 %- .1 4 0 6 1 0 0 6 8 00 1 1% MIN. C w CALL EDCO AT (760) 436 -4151. 2� j 6 �8 2 18.5' �S• Q N POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH �\ �� \ ° . 100.00' 6 4J.65 0 - - f \ O \ CO CANS AND RECYCLING RECEPTACLES AROUND THE SITE. m z s ° , - 25' yo q f �n a (c s� �' N 0 X N PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED %c \ �� \`X BW 74gj yN� ! W "NO PARKING ° �. W n >g2 2S s�q1 \ 0. 2 0 t o 8\ ®� 9 TAG 7.20 FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY ^ �\ TF 1g {�' �1 ALLOWED" SIGN ° M \ �- X _ X74.00 E 74.19 11 • a: r v - 7940 B. CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM I ° >j I 0 6 G 12" (1 C.B. 12 %HDPE @ 1.0% 7% 79° n ¢ g > yp TG STORMDRAIN INLETS ON PERVIOUS SURFACES. �a-- TF 367 h yN N 9b 1y g1 1% �� 6J ° N \ P,ER DWG. NV. 9336 G� \ + \ a n o. f o / _ `\' -IE.� ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, 40 I� 1 \ a r �• ' , �7 rA8 " g _ a d m O GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK L \ 77' • o , p� AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM O / - 0 a GF 79.07 �� X v ` DETAINING WALL GF 79.07 _ \ CONSTRUCTION SITE M , (PER DWG. N0. 6- GF 78.17 �° GF 78.17 FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL '^ � � 7 � MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING X \ _ _ 7834 0 0 { I \ ro DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. r� , jJ �01 0 °o �Q k I X \ t® J f \ I ' r GF 79.24 \ 0 ® ° 10' PRIVATE 0� 9 \ o / v ` NOTE: \ \ I 12 °x 12" C.B. 6 0 .34 } \ DRAINAGE EASEMENT •` o 0 0 �/ ^' TG nab 0 0 GF 78.34 y 30 2% PLAN 9 GF 79.24 2 ° ti° n Q < FOR PUBLIC SEWER, WATER, STORM DRAIN AND ,cam 4z PLAN 6 8 65 � / y � � N � 7 GF 79.84 \ 0 6 �., !% STREET SEE IMPROVEMENT PLANS DWG. N0. X o s \ \ PLAN 7 PAN 8 - - - - - ' ! PAD 9 8.9 1 I N f 5' i ( I X Lb 9336 -I. FOR ROUGH GRADING PLAN SEE DWG. EF 7 ({ PAD 79.5 I 1 a \ J NO. 9336 -G. 10' PRIV FF 1 0.5' AD 78.0 _/ FF 67 I J) Il 1 I J AINAGE EASE T I a f 8" HDPE @ O. 9 - -k 5' X r 71 r\ \ J r�0 o \ T P G. N0. 9336 5. 1 SLA ING � 4' IE 4. 1 IN 12 x 12 \ 12 "x 12" "x 1 / 1 x 1 C.B. e� ' TG x �S \ d N ; 12 "x 12" B. .B- T 0 10 20 40 $0 f ATRIUM GRAIE \ ¢ 78.00 N+ I G > } �• �/ i X IE 71 b 0o TG 78.56 i 1 / TG 7 �- / % .'' o u, E ( E�L.Q� \ \,� E 73, F �i¢.q� f« Y IE 4.50 1 t , a' �F � � r �,� /� ,/ . r . � � 4 � � a L° �� �, 1�� • • X � � v 2 ct� -- SCALE.� 1 "=20' � 3� �° f -�. o, o to --� �a/ o � • i\ilAP 114 1 a 7 t _ �_ _ - �• w. - 72.0 r N15'03'49 "W 0o n LOT J z ( ~ 5.87\ 5627 38.73 RETAINI 8 - m \ r DWG. . EXISTING 10' PRIVATE 104 >.20' `J STORM DRAIN EASEMENTS ° TA�9.33 TW 78.33 TW 80.00 _ X X PAIR G F_ L 1 0- 2 C) TW 79.33 J L PE @ 2.0% 1j, PRIVAT r1\l('l1\1ITAS) 7r;,%��'7 1\1 0, J�JJJJ NjA A0, 149-14 I \ � Ld � z ' P R WG. N0. 933�G DRAINAGE qASEMENT l W ` LD Q 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE JL APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑, Ld Q 0- Fro-weof ae ; Awo &v <R6( PER NORTH COUNTY VERTICAL CONTROL PLANS PREPARED UNDER SUPERVISION ❑F RECOMMENDED APP E BMP PLANS FOR -on tdvjK Mo kP�K. P�ecu • BOOK, NO OC 0145 LOCATED ON LA / S 2 LO-1 4 to A)ST t%r-Tia xi C AA COSTA AV. BRIDGE OVER AT &SF RR ON HORIZONTAL P =20' DATE @ "15 °II BY; BY: / �' CITY OF ENCINITAS TRACT NO. 04-066 9336 -GP SW CORNER OF CONCRETE WALK IFIME ca° STANDARD DISK FOUND FLUSH WITH VERTICAL N/A R.C.E. NO. DATE: 6,113106 DATE: 6 /r% lea Asp �• •I SURFACE. j ELEVATION = 59,308 I aJiEY1 JoAB$ EXP. 9 �D "13 WORK PROJECT NO, SHEET 3 OF 3