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2000-6442 G (Plans) 9g WORK TO BE DONE ROUGH GRADING PLC FOR IMPROVEMENTS CONSIST OF THE FOLLOWING: OWNER PERMITTEE THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION M & M DEVELOPMENT LLC ENCINITAS UNTR DA CHO 233 WILSHIRE BLVD SUITE 250 STREETS AND STANDARD REFERENCE DRAIIING5 INCLUDING THE SAN DIEGO CO SANTA MONICA CA. 90401 L RE GIONAL STANDARD DRAIIINGS (SDRSD). S0 (760) 942-1111 DESCRIPTION SDRSD SYMBOL QUANTITY ACi - $UIVTI'LAhIGi CURB INLET TYPE B,w/FOSSIL FILTER D-2 (SDRSD) — 2 EA LEGAL DESCRIPTION _ "BY KRISTAR OR APPROVED EQUAL 24- Uaa4Z 24 STORM DRAIN, HDPE D-60(SDRSD) 307 LF 101� TH E NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST i�t`AL V 1,.{1A UA �� QUARTER OF SECTION 25, TOWNSHIP 13 SOUTH, RANGE 4 (PEST, SAN 18" STORM DRAIN, HDPE D-60(SDRSD) 457 IF KEY MAP P(A6 'J.�1-"II WP.9l�1 t1 BERNARDINO BASE AND MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY SCALE: 1" = 100' OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT 12" STORM DRAIN, HDPE & PVC D-6O(SDRSD) 337 LF OF SAID LAND FILED IN THE DISTRICT FIELD OFFICE. 6" STORM DRAIN, PVC D-60(SDRSD) 126 LF APN: 262-073-24 / - (SD RSD) 70 E_ - PIPETRENCH ZA Q 4 ' RF "CATCH 5A51N,TYPE G CATCH BASIN, TYPE F D-7 (SDRSD) 3K EA CONDITIONS: STORM DRAIN CLEANOUT,TYPE "A° D- q (SDRSD) Eq STORM DRAIN CLEANOUT DISTRIBUTION BOX D-9 (SDRSD) 2 EA N89°17'06°1P 1312.99' MANCHESTER AVENUE � � -- � NW1 APPROVAL OF THE yid) PERMIT IN STORM`DRAIN OIL/WATER SEPARAfiOR. �_ _ _.w�/emu EA CONYUNCTION W/TH TH/S APPLICA>/ON PROPOSED PCC BROW DITCH (TYPE B) D-75(SDRSD) GOES NOTCONST/TUTS AUTHORIZAT/DN 130 LF "° FD THE TAKE OF HABITAT AT 7'R 15 RIP RAP ENERGY DISSIPATOR D-40 (SDRSD) 8888 4 CY -� e f ti > ( ) = = ? TIME. THE CITY HAS A "FIRST COME KEY MAP & SHEET �. l FIRST- SERVED POLICY FDR /LATER/M 0000 TAKING OF HABITAT LANDS THRDU6H INDEX LEGEND ft 1 7714E q(d) PERMiTT/LAG PROCESS, TEMPORARY CONSTRUCTION FENCING _x —x —■ — 96OLF w ' 3� �l SUCH THAT THE TAKE WILL BE � ° 1 q PROPERTY LINE LODGE POLE FENCING d i ti vw r "tea AUTHORIZED ONLY AT SUCH T/ME 2,450LF o l 4. THAT A GRADING PLAN IS SUBM/TIED AND APPROVED BY THE CITY AS LIMITS OF SHEET BEING W/TN/N THE CUMULATIVE 5`Yo z / _ r= r TAKE L/MI TAT/ON FORf1A6/TATLANDS. PROPERTY LINE w PROPOSED SPOT ELEVATION 185.0 W _. f 11 F h d° TITLE, &E NOTE&S SHEETS , SCE DRAINAGE FAC/L/TIES ARE � ' ` c INCORPORATED INTO THE PROJECT S DIRECTION OF DRAINAGE - Z DES/6N TO ENSURE THAT LAGOON �7 -lam Z WATER QUAL l TY WILL NOT BE GRADING PLAN SHEETS [377 i� IMPACTED BSS THE PROTECT IN SHEETS 3 & 4 NOT A PART " SLOPE EMBANKMENT (2:1 MAX) �i - THE HARDSCAPE AREAS 2 OIL/WATER/ PUBLIC UTILITY EASEMENT SEDIMENT SEPARATORS SHAL L W ,; :: BE CONSTRLICTED TO ENSURE THAT A i 1\I Fri'%�-0 f z> -' ;j t. ' IF# / ' a l fr a STORM DRAIN SHEETS 5 I f APN. 282-07324 ' URBAN POLL UTANTS DURING FIRST- SHEETS 5 THRU 7 v EXISTING TOPOGRAPHY LINEm135°- 04 {° FLUSH STORM RUNDFfS ARE j TRAPPED. IN LANDSCAPED AND PROPOSED TOPOGRAPHY LINE X135 f . ,` / l LAWN/ AREAS, FRENCH ORA/NS EROSION CONTROL SHEETS GRADING DAYLITE LINE y/ v/ v/ SHALL BE INSTALLED TO COLLECT SHEETS 8 & 9 8 ( -- AND RECYCLE RUNOFF DR TD PROVIDE FOR PERCOLAT/OIV PAD ELEVATION PAD 185.5 THROUGH 'THE UNPAVED GR&INO _ SURFACE. LANDSCAPE & IRRIGATION SHEETS /' PAVEMENT LIMIT /h /' SHEETS 10 THRU 20 ANY FUTURE PLANTING OF JOGGING TRAIL THE FUEL MOD) FICATIONZONE WITHIN THE /DD-FOOT WETLAND RETAINING WALL, MASONRY C-4 (SDRSD) 305 SF 5 SUFFER AREA, SHALL U T/L/Z F (LIVE LOAD SURCHARGE) V N89°21'28"1P 1303.03' Lvw Fuel niA.rTr,lve ptian�r5 T THE ISSUANCE OFACRADIN& PERM T14E SATISFACTIO/V OF THE CITY CONSTITUTESAUTHoRIZATIDIVTDDo FIRE RE MARS HALL, ONLY THAT WORK WHICA IS DE"SCFIBED SANDBAGS QOOOp 10,000 EA OR /LLUS7"RATE"D ON THE el RED/ G PLANS HYDROSEEDING 62,800 SF =1 �} AND SPEC/F"/CATIONS A PPP6VED B TfIL' CITYENgINEF-R. IT DOF-S N6TCDN6r TOTE- SILT FENCE 2,000 LF DIYSITE(MAW, STER AVENUE OR OFfslnE IMPORTANT NOTICE %� (45Rl11/�P_ROVEM.CN7- PLANS /Tddc5 evar SECTION 4216/4217 OF THE GOVERNMENT CODE '`��HQ'¢l� T7leaelfl gL51 1AE.0l0W11 REQUIRES A DIGALERT IDENTIFICATION NUMBER O$r.¢iN �3Ulcpu/a NOTE BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL Q' TR15PERMIr &SNOT NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. ABBREVIATIONS BE VALID. FOR YOUR DIGALERT LD NUMBER CONTRACTOR TO VERIFY QUANTITIES PRIOR TO CONSTRUCTION. CALL UNDERGROUND SERVICE ALERT AT: SEE SHEET 2 FOR TYPICAL STREET SECTIONS. �lk 0 AB AGGREGATE CONCRETE BASE MVC MIDDLE VERTICAL CURVE TOLL FREE 1-800-422-4133 `� J z� AC ASPHALT CONCRETE NTS NOT TO SCALE TWO WORKING DAYS BEFORE YOU DIG s `!'� w a� G �J STATEMENT OF ENGINEER OF WORK BC BEGIN CURVE P PAVEMENT SITE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY BVC BEGIN VERTICAL CURVE PCC PORTLAND CONCRETE CEMENT LOCATION ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE BW BOTTOM OF WALL PCR POINT OF CURB RETURN 8 WORK PERFORMED HEREIN SHALL BE AN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED N C&G CURB AND GUTTER PRC POINT OF REVERSE CURVE ff THE CITY OF ENCINITAS. NO PARKING" FIRE LANE NOTE: '. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINPfA5 IN ITS CAPACITY AS A PUBLIC CL CENTERLINE PVC POLYVINYL CHLORIDE PIPE � CO CLEANOUT RT RIGHT ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL EB EASTBOUND SW SEWER ACCESS NO PAR ROADS LESS LANE SHALL FEET IN WIDTH.ON ACCESS CONSTRUCTION SHALL BE PHASED TO AVOID ACTIVITIES SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY DURING THE GNATCATCHER BREEDING SEASON (15 G EC END CURVE SD STORM DRAIN ROADS LESS THAN 32 FEET IN WIDTH SHALL BE POSTED OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM ECR END CURB RETURN SDRSD SAN DIEGO REGIONAL STANDARD DRAWING ON BOTH SIDES AND ACCESS ROADS MORE THAN 32 FEET FEBRUARY THROUGH 15 AUGUST) THAT EXCEED NOISE p THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE EP EDGE OF PAVEMENT SW SIDEWALK BUT LESS THAN 40 FEET IN WIDTH SHALL BE POSTED ON LEVELS OF 60 dBA AT IDENTIFIED LOCALITIES OF LAGOON aQ AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. EQ EQUIVALENT T TELEPHONE ONE SIDE ONLY. SIGNS SHALL BE SPACED A MAXIMUM GNATCATCHERS. IF HABITAT REMOVAL IS UNAVOIDABLE �j EVC END VERTICAL CURVE TB TOP OF BERM/DIKE OF 150 FEET ON CENTER. WHEN SIGNS ARE REQUIRED DURING THE BREEDING SEASON, IT SHOULD ONLY BE /SqN E�1j0 a FC FACE OF CURB TC TOP OF CURB ON BOTH SIDES THEY SHALL BE STAGGERED SO THAT PERMITTED IF THE LIMITS OF GRADING OR HABITAT p' BY: Z7- �01,lrjz DATE: 10 - 20 - 0-3 FL FLOWLINE IF TOP OF FOOTING REMOVAL ARE GREATER THAN 200 FEET FROM NESTING THERE IS ONE (1) SIGN A MAXIMUM OF 75 FEET ON U RONALII L HOLLOWAY FS FINISHED SURFACE TG TOP OF GRATE GNATCATCHERS, OR IF AN ON-SITE BIOLOGICAL MONITOR ALTERNATING SIDES OF THE ACCESS ROADS SIGNS „ VICINITY MAP G GAS T1P TOP OF WALL O• DOCUMENTS THAT THIS ACTIVITY WOULD CAUSE NO SHALL BE PLAINLY VISIBLE FROM ANY LOCATION ON AN „ HP HIGH POINT 1P WATER ACCESS ROADS . SIGNS SHALL BE PER ENCINITAS FIRE HARM TO THIS SPECIES AND IS SUBMITTED TO AND Q IE INVERT ELEVATION DEPARTMENT STANDARDS. APPROVED BY USFiPS. NOT TO SCALE RCE. NO.: 29271 LT LEFT CoNSTITOrE. COMPL1ANC-r4 SAT ISFACI'i'C NI ©(' U -Dirl GDP q8 -o 3q coNDIT)oNs • sl v. ,e IMP_ v �� PARKS & RECREATION OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT P1/+> rs THAT n1C�i s 1 i Y �sin�onn�,is �^�� z RONern L LJ Lf 1J li-�o o APPROVED: (R Q 1 YZ G It i k rJ TS HAJG N D 1 I3&L.! SU6m 11 I l Z HOi20271 land planning, cM englneerMg, surveying w xa. zea�>. *�. 3-91-04 5115 AVENIDA ENCINAS - 10 1iE c�T� . Q " „ 13 SUITE 0 � CAR SBAD, CA. 92008-4387 BY: / 3> ®13 lO,�j(,03 b -3 I �Q �j l2 -/D-p3 W (760) 931-8700 AtPRO D BY: DATE JOB NUMBER BY: DATE OVE BY: DATE Q REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPT. D$ P DRAWN H" ��; APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTME T DRAWING NO. J ; 1 S.D. STRUCTURES l ' l 'i © ry I DESCRIPTION: TOP OF A 3/4" IRON PIPE APPROVED: � J� PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDEp APP R ROUGH GRADING PLAN FOR MUP 98-039 �'I ti Ill 0 LOCATION: 30'+ EAST OF CL OF MANCHESTER � � HORIZONTAL N/A / AVE., 700'+ SOUTH OF INT. OF � t/ O� DATE: /�-21�i. 0 3 BY: BY: 1 MANCHESTER AYE./EL CAMNO REAL / ENCINITAS COUNTRY DAY SCHOOL 6442 - G z i R.C.E. N0. 29271 - VERTICAL N/A BY: d;( `z aru 1 E RONALD L. HOLL 1PAY DATE; 2/3/ o /A DATE: _�s� ELEVATION: 45.12 DATUM: NAVD 88 DATE EXP. 3-31-07 - - WORK PROJECT N0. M.U.P. 98-039 SHEET i OF 20 WO 505-0704-600 DATE: 0 -21-2003 REVISED 101 23/03 RD GENERAL NOTES 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON � 35' SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR LOCATIONS WHERE THE AREA BEING SUBSECTION IS NOT VISIBLE STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND FROM EITHER A PUBLIC STREET N RESIDENTIAL STRUCTURES. EXIST. FL' 20' STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE Ia APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN GRIND AND OVERLAY AS I� of MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO I NECESSARY TO PROVIDE A a a FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SMOOTH TRANSITION VARIES 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION ENCINITAS COUNTRY DAY BROADCASTING BEFORE HYDROSEEDING. I � I 12.55 TO SCHOOL, ENCINITAS, CALIFORNIA, PROJECT NO. 06216-22-01, PREPARED BY SPECIFICATIONS. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN 11 VARIES 22.45' TO 28.02° 6.9 5' THIS G , INC., DATED NOVEMBER 19, HALL SHALL BE CONSIDERED E I PART OF 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF a z THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR 10 SAWCUT LINE Itz 5°II w° w RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY PRINTED ON SAID CONTAINERS. VARIES VARIES �- o 0 0 1.60% TO 2.40 U 2! 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE r- - 2,•� TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF- STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. - Mq� WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE 2, TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 IBS. PER ACRE. 2" A.C. OVERL CONJUNCTION WITH IMPROVEMENT PLANS. REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR EXISTING PAVEMENT MIN. 4" AC 2" AC OVER IN ACCORDANCE WITH THE GRADING ORDINANCE. HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST ON 6" CL2-AB 4" CL2 AB 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. T.L=8.0 ' 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THEN 6" CONCRETE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR 50% OF THE STRAW INTO THE SOIL. STREET UNDERCUT CURB' & GUTTER ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 1B-20-0, WITH 1.5' BELOW TOP OF CURB TYPE G PER DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS 15% SULPHUR APPLIED AT THE RATE OF 500 LBS PER ACRE. MANCHESTER AVENUE * SDRSD' G-2 (TYP.) GRADING. FILL SHALL HE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO AREAS TO BE HYDROSEEDED SHAii. BE PRRP� PRIOR TO HYDROSEEDING BY TYPICAL SECTION THE DISPOSAL OF ANY SUCH MATERIAL. I 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 5+25.55 TO 7+28.95 WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY EROSION CONTROL NOT TO SCALE A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. A. TRACK WALKING SLOPES STEEPER THEN 6:1. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KATHY PORTERFIELD AT B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. CL 35' 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 760 942-1111. � INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, ( ) 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: EXIST. R 20° 20' EXIST. h' STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT IJa ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE NOT SATURATED SEED BED. GRIND AND OVERLAY AS Ia o 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING I NECESSARYITO PROVIDE A 00 FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR I SMOOTH ITRANSITION � a z U D 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. GROWTH. 11' 12' 13' 10' � o c� ci 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE w w 0 w 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS APPROVAL OF THE ENGINEERING INSPECTOR. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH 10' m z 5' z ° ° w BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE =l 4P* ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS VARIES U 2% 21 PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF COMPLETED AND ALL SECURITY RELEASED. ?, � M ADVANCE BY CALLING 760-633-2770. PRODUCING RAINFALL. q 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS ENVIRONMENTAL DATA 2" A.C. OVER 2" AC OVER EXISTING PAVEMENT MIN. 4" AC 4" CL2 AB CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND MAY BE REQUIRED BY THE .CITY ENGINEER DUE TO AN INCOMPLETE GRADING 1. STEEPEST EXISTING NATURAL SLOPE ON-SITE = 116 � SAWCUT ON 6" CL2-AB RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. LINE T.L=L2 6" CONCRETE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 2. MAXIMUM VERTICAL DEPTH OF CUT = 20 FT STREET UNDERCUT CURB & GUTTER CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 3, MAXIMUM VERTICAL DEPTH OF FILL = 12 FT L5' BELOW TOP OF CURB TYPE G PER PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED S 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR WATERS CREATE A HAZARDOUS CONDITION. 4. AVERAGE DEPTH OF CUT = 24,000 C.Y. X 27 SDRSD G-2 (TYP.) _ TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS-GRADED MANCHESTER AVENUE 268,000 SF 2'42 FT TYPICAL SECTION CERTIFICATION SHALL BE. PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE SHALL. BE INCORPORATED HEREON. 5. AVERAGE DEPTH OF FILL. = 24,000 C.Y. X 27 _ 7+28.95 TO 11+69.40 APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". 439,000 SF - 1.48 FT NOT TO SCALE THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE EARTHWORK 35' ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. NOTIFICATIONS: 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF CUT = 24,000 C.Y. EXIST. FE 35' 20' EXIST. R w Iajuj EACH WORKING DAY WHEN THE FIVE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS FILL = 24,000 C.Y. GRIND AND OVERLAY AS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES FORTY PERCENT 40% SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH I NERIND ARYITO PROVIDE A 1® 0 SMOOTH ITRANSITION ~ SHOWN 0 ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. RAINFALL„ TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS IMPORT/EXPORT = 0 C.Y. i I � ¢ z SHOWN ON THESE PLANS, HOWEVER: 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE OWNER'S CERTIFICATE 11 12' 13' 10' � Ei 0 d COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES 10° mmz 5' z ® o � THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH P TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR VARIE U 2 0 2' WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OF CALIFORNIA DEPARTMENT OF CONSERVATION. WILL. BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY COMPACTION AND STABILITY OF THE SITE. EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND DECLARATION OF RESPONSIBLE CHARGE Mq NOTIFICATION OF COMMENCEMENT OF WORK: �j' 2'° A.C. OVERLAY .> � `�'C EXISTING PAVEMENT MIN. 4° AC 2 „ AC OVER A. SEWERS - CARDIFF SANITATION DISTRICT (760) 633-2600 I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT KATHY PORTERFIELD 4 CL2 AB B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC - 800-422-4133 CALIFORNIA SAWCUT ON 6°' CL2-AB D. TELEPHONE - PACIFIC BELL - 800-422-4133 AND THAT THE DESIGN IS CONSISTENT KICWITH CURRENT STANDARDS. OVER THE DESIGN DECLARATION OF RESPONSIBLE COMPANY CHARGE LINE T.L=8.0 6" CONCRETE C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT (760) 753-6466 OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, STREET UNDERCUT CURB & GUTTER 1.5 BELOW TOP OF CURB TYPE G PER E. CABLE TV - DANIELS CABLEVISION - 760-931-7000 SDRSD G-2 (TYP.) F. SAN DIEGUITO WATER DISTRICT (760) 633-2605 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK SHOWN ON SHEETS 1 THROUGH 9 MANCHESTER AVENUE G. LEUCADIA COUNTY WATER DISTRICT (760) 753-0155 OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN TYPICAL SECTION ARCHITECTOF WORK, OF MY RESPONSIBILITY FOR PROJECT DESIGN. OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, 11+69.40 TO 13+50.35 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. NOT TO SCALE BEGINNING ANY WORK ON THIS PROJECT. PHONE (780) 633-2770. !O. 31•03 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY 3 18 4 11 11 3' 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: BY' „ DATE: OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER ENTRY LANE MEDIAN LEFT TURN RIGHT TURN 780-633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SIGNATURE LANE LANE SUBJECT TO REJECTION AND REMOVAL. r'o:>sr�p OF WORK, OF MY RESPONSIBILITY FOR PROJECT DESIGN. w NAME: ✓ON L. �WElL oE,` F w jou�.POw�a q z (EXIT) (EXIT) z GRADING R.L.A. NO. 2645 ExP. DATE: //•30.08 y� E"° sba5 13 ern ' 0 9 $pFEssr �t� ' m P� 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR gyp;' j'o3-� Ind plannng. cM engheeft, surveying RONALD �qk 2q U U 2 o ZN UNDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION F P N0. 29271 - 2% 2% sT > 5115 AVENIDA ENCINAS EXP. 3-31-07 P� ---°a► <° PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF �T �� ,° � M :m 7 TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL FoF cALI SUITE DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF _ CARLSBAD, CA. 92008-4387 = OF 87 931 760) - 00 GRADING OPERATIONS HE/SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE ( C1,L�� 6" CONCRETE MADE BY HIM/HER OR UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, HYDROSEED CURB & GUTTER ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 BY: Z � DATE: /0 - 2.8 - y 3 TYPE G PER STREET UNDERCUT T1=6 0, MIN. 3'i AC THE APPROVED GRADING PINS AND THAT ALL EMBANKMENTS AND EXCAVATIONS HORIZONTAL TO VERTICAL OR STEEPER AND WHEN THEY ARE: SIGNATURE SDRSD G-2 (TYP.) 1.5' BELOW TOP OF CURB ON 6" CL 2 AB ' ARE ACCEPTABLE FOR THEIR INTENDED USE. RONALD L. HOLLOWAY BOTH SIDES "Alt 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. R.C.E. NO. 29271 EXP. DATE: 03-13-07 PRIVATE DRIVEWAY A POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO SOILS ENGINEER'S CERTIFICATE NOT TO SCALE SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS I, JOSEPH J. VETTEL, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, 3' 12' 12' 3' WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF APPROVED BY THE CITY ENGINEER. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY m w FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS z �J V CONTROL MEASURES HAVE BEEN INSTALLED. 2. CONTRACTOR SLLAIL IRRIGATE TO MAINTAIN THE MOISTURE LEVEL OF THE SOILS AT SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OCTOBER 19, 1998 2$ �J 27 2q U 2% THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED AREA. - - -y r * * ONSITE SURFACE IMPROVEMENTS AND NOVEMBER 19, 1998. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM 1 �P� _ 2°7 Mq AND STRIPING, SIGNING, ETC. 3. HYDROSEEDING MIX SHALT, CONSIST OF ALL THE FOLLOWING: THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE 2. r TO BE CONSTRUCED ! PER CITY ENGINEER ALONG WITH AN UPDATE LETTER DATED AUGUST 19, 2003. ONSITE IMPROVEMENT PLAN. Ar7. IV(?lA" i. SEED MIX SHALL CONSIST OF NO LESS THAN: FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND OPINE THAT THE MIN. 3" AC RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN ON 6" CL2-AB A. 20 LBS. PER ACRE OF ROSE CLOVER INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. T.I.=6.0 I / O B. 20 LBS PER ACRE OF ZORRO FESCUE PROJECT NOS. 0p6216-2,2I-01 X04"H �T � STREET UNDERCUT PdNAW L H�� -dAcrE C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA SIGNED �1� Q V �Q y�Q �,�`(N, 1.5° BELOW TOP OF CURB r'GE'1�I'L�I EX P• 'A•m•D D. 4 IBS. PER ACRE OF ACHILLEA MILLEFOLIA ' r z bk& lnc. E. 3 LBS. PER ACRE OF ALYSSUM CARPET OF SNOW Ln ® No.zao9 �' �°' /rnkE CURB & GUTTER F. 1/2 LB. PER ACRE OF DIMORPHOLECA R.G.E.: 2401 ` E:p.09/3o/Oa m TYPE G PER SDRSD G-2 (TYP.) p, land planning, cMl engheer�ng, surveying G LOCATIONS WHERE-THE AREA BEING HYDROSEEDED SUBSECTION B S NOT VISIBLE EXP. DATE: 09/30/04 �. *�r9p�F®T��HN �� ' PRIVATE SIDES 9$A OL B��* * SUITEA LENIDA ENCINAS � FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 6960 FLANDERS DRIVE, SAN DIEGO, CA 92121-2974 OFv� r' NOT TO SCALE CARLSBAD, CA. 92008-4387 (858) 558-6900 (760) 931-8700 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCAM PLANNING & BUILDING DESIGNED Iffy DEAD BY c � R�La By APPROVALS � CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. ` DESCRIPTION: TOP OF A 3/4' IRON PEPS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND APP D ROUGH GRADING PLAN FOR: MUP ' 98-039 LOCATION: 30't EAST OF CL OF MANCHESTER HORMONAL NIA DATE: /0-2e-OT BY: BY: MAN 700'E SOUTH OF INT. OF --I ENCINITAS COUNTRY DAY SCHOOL 6442 - G MANCHESTER AVE./EL CAMINO REAL VERTICAL N/A ELEVATION: 45.12 DATUM: NAVD 88 RONALD L. HO OWAY R.C.E. N0. 29271 DATE: 2 0� DATE: EXP. 03-31-07 WORK PROJECT NO. M.U.P. 98-039 SHEET 2 OF 20 WO 505-0704-600 DATE: 11-14-2001-REV REVISED 10-23-03 rd 1 I fI c i a; \ \ \ l q 4 I 40 20 0 40 80 120 € 1 \ - t , SCALE: 1" = 40' '' uX . ' LIMIT OF PROPOS 100' BUFFER R1W f y ~ J N84'29'404°W 400' € 3 i } •\ y LINE bF SIGHT €. I Ll 5&IMBT FFER LL ,i o j r CD x 41 I o I i?� it I III I III I ` Et u IGHT I----III—I • � M °---------_. °`-� _ - ✓ -- - JOGGING TRAIL �° — ,-�' f �\ �° - - `" - EXIST. RAW TYPICA S TI — --� ,, / }' f xlsnTa fqc �` ---- • > IN NTS (o RfVfIlAt rUS G---__ .- A 1 RO �� 2 q2 �` IT 0 �- 5+20.66 1.5 4 x \ w BU E, t $ "NASA ` 4r` "NOT A P + -� WT OF 100' BUFFER •. t : •• 'r:'' ,` ::` 5 _.1 . M RIPARIAN CRE�TION DRAINAGE) / /, ' 0\9'F a / SO6'33'22"Ei A{ (F f� =• r•. N15-1 , A RESTORA110N LAN 1`�9�� MaDRO,o N1 I u l 3 I �I�1= �� 2zj" h To Av 44 134 g f c`��P�o ovR/p�E Mq 58.84' 56'40"E v 6' p'32 W �'c� vz'c 0 T N 2 2 5 ` 3 CONCRETE 51DEWALK , a SS2.2p� — e �,s Q' av qw� y�7 \ '"- N12� I i z ) e S02'33' TYPICAL SECTION °l` ds��a�5o�` _ 08 ' ! I � � ""r ` 48.1 N TS / � 1/ I SQF�`E�4a�5 pt� : 7 s I I • 3 Q , D 00 [ i n w htQ, a I L P FfNCE c°9 F - 4 EC 6 7" _ � � €€ y" t H P 42.42 T ,; ' ry 1 r m 43.23 TC -• ..� :! 5. ..,. . , I ° €€ �, I z . BC 4225 _ 1 ` 5 `25 +'. , ip0 � f 4 42.08 TC VC VC r\ . 'O� VC 437 0.50 1- P 0 . DEDICATION DQC. N0. —REC.-- ,\ t \ ` `• 2G 4 0 \ " . f PCf f" $ r J0+00 0 PRIVATE DRIVEWAY A d V� Ryg 5 Rs5 s • h t�R \\ 3 l "` r 7.+28.915 MANCHESTER AVE. h fp¢� ?ye 0 tl� N✓ Oj e 3 .7 T ., ` f F.> +P' * (68.47) r- A. o h7 HP s ' D. u, H / / P 7+30:95-35.08' RT 1 2" RA A.C. PAVING BEGIN LINE OF SIGHT TYP. O n ,4 TYP. Iii ' 1 >a ?� y.� 41.4 39 FL I l ' SO "* sp �'„"°� ` `e 0 A /@• o �� i o0 oM • 0 —CF-- EASEMENT PER 0.08" ro 2 \ �r t a +,ate 'e _ a... \ e 3. .:,� ,S. 'L eQ `fit• , IM ,b� \ \ / ro S� lye`: x .� 2001 r �° 2' a Q�� / / SEE IMPROVEMENT PLAN 6442-1 FOR o0 1 MANCHESTER AVENUE STREET IMPROVEMENTS -III—III—III—III—III I—III—T '' I—III—I • CONCRETE (560-C-3250) 6" CL 2 AB. z F / / I FOR STORM DRAIN I 1� COMPACT SUBGRADE TO 9590 \� �o �� 6 r 1 e M W AN SE SHEET 5 MIN. RELATIVE COMPACTION e y M C ro TO DEPTH OF 12" ' op°R h�'a F ; I I LINE OF SIGHT N GGING T I CA V TCo �� , I I DRWY. "A•• VALLEY GUTTER \ � 3 k aX / ; SE TSEIC END LINE OF SIGHT NOTE: U NTS Toa o \,� 6 111 `, FOR PRIVATE STORM DRAIN Q DETAIL o A , �' THI HE e j T. R/= CONSTRUCTION, SHEETS 5, 6 & 7. II 1 z A� �iul�Tp�o► y MATCH LINE SEE SHEET 4 � goFESSro � tU•l�i•�U eRONALD Lt�c bhmnic. Z �0� ro / L, HOLLOWAY r land planning, CMI enpl . SUn/A)Ang p1,E?�M"II vio �JW •01 N0. 29271 � sxP. 3-31-07 5115 AVENIDA ENCINAS lL 'r CIVIL o SUITE "L" 0 4 CARLSBAD, CA. 92008-4387 a of cs1t�° (760) 931-8700 W Q BENCHMARK SCALE PLANNING & BUILDING DESIGNED >ir DRA11N DY cDECrom BY REVtsloxs APPROVED DATE REFERENCES DATE GL DP P/C RLR APPROVALS CITY OI'' ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. PAD I-LEYA-rioN cOT 7o DESCRIPTION: TOP OF A 3/4" IRON PIPE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND APP ROUGH GRADING PLANS FOR: MUP 98-039 ZI A D 1 Tr D LOCATION: 30'* EAST OF CL OF MANCHESTER HORIZONAL 1" = 40'0 AVE., 700'* SOUTH OF INT. OF ' Z DATE: I22 1 BY: BY: T�JD ENCINITAS COUNTRY DAY SCHOOL 6442 - G MANCHESTER AVE./El, CAMINO REAL N A R.C.E. N0. -31- DATE: 2/ 21 DATE: Z <I D9 � ELEVATION: 45.12 DATUM: NAVD 88 VERTICAL / /( _I EXP. 3-31-07 WORK PROJECT NO. M.U.P. 98-039 SHEET 3 OF 20 WO 505-0704-600 DATE: 11-14-2001-REV REVISED'' 10-23-2003 rd 40 20 0 40 80 120 SCALE: 1° = 40' MATCH LINE SEE SHEET 3 T �• t „ 3 ., .-._.. ' �t i 3 Elm k ` SEND LINE SIGH SE SEC i ' 1 DRWY. "B" t F I X38,29 W EXIST. R/VJ J� CO. I PROPOSED 11I� t R v Jf j O �Q - '� LOD6'EPOLE FENCE Q ` x 1 A Kl G 31 0��J 20' WIDE OVER A40W 8 P R o o=� I ISEE DETAIL SHEET,7� ." ° w 1 i xi+i / I R" PER ' W °o CAD 001 f /J � .71 LINE OF SIGHT DRWY. "Bo �{ K. rn Z w of v t f Zz o zp _ ho, v ' ' <`�;.. - s7 R R/W C.) En aw 00 Q i ry O o z w FR Imo` a 4,}J= ..,.-...a # s / "' t� g 114011 - ; P a J p wm A qV ; 40 { O t =A <rj Mq � �I I , Is = o z z 3� I F \ C 'o I 4 NOTE. CONCURRENT WITH PROJECT GRADING, CONTRACTOR SHALL L) a N°o z ° % ` I 1 t �� / I Z GRADE THE KNOLL ON THE NORTH SIDE OF MANCHESTER AVEN E, -CF- w o Q iY ` 8 �a A � / 3 '� ; EAST OF SITE TO IMPROVE LINE-OF-SIGHT CONDITIONS TO THE F oQ IV, y _ / I �, N SATISFACTION OF THE CITY ENGINEER, SEE 6442-1. .`'*. ° '.,,, 1 I z •�• }}} RELOCATE FENCE „sue i GRADING ACCESS EASEMENT PER DOC. NO.- - �\ REC. --- 1 } s � ,., � �+. 1 �,°"/ '� •Or � / x s '� t�5 11i a t` � � ' � ', \\ 'o �o G�� l \�' 0 0 - tnNO A 0" 664.14 .l'' ,t Y3 i � ak o y tt 7 I { f I U _,,,.,.-�° '' vii ° Op°u' o% N W m K g3 4 i x i ` N a$� p / wrn moo °� 2 � p�an wy,�U�o vO1i n 4 S ` ' , { m � ZOm h� o t fo fd c7-m !r pP I�Oi l e O O + - M r W OOd g �µ J O N €O 'p "> u Q-0+jY� ,O i f \ �W � >II rr- ° z a / vrc +° amn Qa fFti+ o � g �w 4ai Uom f ""°•»., 1 Z W MZ { II II +F 3 I �+` +H >f O 4 N Z f N( O p p m i ° , s 4 N F Z IOF -w U' N U N + + 'r Q l� Z .m't�p TOU {w y O ,; t e U ..-.o. €'` Z '` 0 N II .f W�O�' Uo >r' n - X 4 .. w_fn tI'J p41 ? Zf O F �t }amU K ; P Z ae °J O p�Q a U' Uo'i p{ + pO_ Z 0 0 OF /pp W c2 ro o I / II II o O�3 > °. 11 -•zoom � w � ; i ach tirornf° ; ¢ �;� � � z a Q+ w Zt� a obi[ a�'� Zoo w- OQ � � zQ ¢ °w � I- zoa ° � rcz °m ^ Z \ zi W in F m J N N a, 3 _W W O W w r a Z m 20 W ° O Q O d 4 W A ° m p K Z m —y. M Q O 9 \ \ Z a Q W Z Z N Q v F 0 W W O f w `B'9 W W d tr 0 W gN.U V W '3 Q O M O m O W w ° W Q w o O RC O p, w F_ O u uj O HQUw w0 IL V) z z W w0 J Q a w O ¢ z ° 7 w o x Q z a w 0- ° ° O W m O4 wJ ¢ Q N a w NOTE:cn °a ow w w FOR PRIVATE STORM DRAIN CONSTRUCTION, SHEETS 5, 6 & 7 AS • DOI1,T PLANS 10-M-0(1 WSW R L. bkunc. POKAW L. 00"O WAY DA-M iwE ?/IZII EXY• �•�il•07 .�1,., RONALD L. G, q HOLLOWAY �• land M^+nMnA- CHILI enginseWhg, survfMng CANO. 29271 EXP. 3-31-07 5115 AVENIDA ENCINAS �a CIVIL o4 $ CAR SBAD, CA. 92008-4387 a OF C (760) 931-8700 a CEIZCMW REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DE3IGGNSD BY DDP CEG DY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.Ina PAD ELEVATION5 czT 1101 (04 . DESCRIPTION: TOP OF A 3/4" IRON PIPE PLANS PREPARED UNDER THE SUPERVISION OF REC N APPROVED ROUGH GRADING PLANS FOR: MVP 98-039 UI d •O(o LOCATION: 30't EAST OF CL OF MANCHESTER „- AVE., 700't SOUTH OF INT. OF HORIZONAL 1 -40 DATE: /0-28-03 BY: - BY: ENCINITAS COUNTRY DAY SCHOOL 6442 - G MANCHESTER AVE./EL CAMINO REAL I�+--- R.C.E. NO. 29271 DATE; Z D DATE: L� ELEVATION: 45.12 DATUM: NAVD 88 VERTICAL N/A EXP. 3-31-07 WORK PROJECT N0. M.U.P. 98-039 SHE 4 OF 20 WO 505-0704-600 DATE: 08-21-2003 REVISED 10-23-2003 rd - R OVE ST 8+92.57, MANCH S E A E _ w 81 PLAS IC CU VERT AND 7+55.82, S.D. LINE "B°' w ! 78.87 I 8+37.95 AVE. T B" C.I. PER SID D N D E TE D PE TO C. E p_ TC= a .27, w/FOSSIL FI TE _ RIM=68.10 KRI T R OR APPROVE E U L L=5' TCx 67. 2:1 / 75.64-� 11�/'1NCH SEE DWG. 6442- PLA / J 3 FOR PLAN & PROF E NUE \W 64.59 .55 W 66.89 67.55 _ W 68.57 68.72 68.62 67.66 / W. _ 7.03 •.. 1 ..,< -, � . _ -_,_ - 69.53 - - _ a r t 60 _ ry (�. i NZ6 015'13"E tM. i � - - - 1 70 < I ° Q (n In PRIVATE STORM DRAIN ATA q' I-- N^ 0. DELTA OR BRG. RADIUS LENGTH REMARKS rNSTALL FIRE DEPAR rMENr h ;' 1 1 'N00'42`54"E 50.55' •� coa 1 A ---L FIRE DEPA ,7z,- 18 HDPE D-3350 O PERMIT / A E E- 191.26' 193 - 1.8" HOPE D-335.0 _ ' 1 M o = \ (PROPOSED PUBLIC ,ry L � � �... � � � -x ? �.(!� /. _ D_ \ � , •n 8• '$ 3; ,jy WATER MAIN N64'02'30"W 141.12 DoT-- 2 HDPE D-3350 �1 • �To;d 4 N04'58'33"E 154.56 ' 'ro^�30''- 24" DPE D-3350 w\ ak 1 i �� - 5 N05'46'34"W 104.36' 12" PDPE D-3350 . o -°°, Q ..1 o wo P 6 39'59"E 123.56' , " .HDPE D-3350 -o 00, W O c0 1 3 ,.,, / • v� O .E \\ covD of Q3 Q J UI N 19 00 / r / � o o� a � � Cp,1C SDRSD �� •--s 4..,w,� � �_ / �'''� � � � C a LIMIT`O EL w MOD( ONE R41 °� o / x o jf 0 Z NCV � .25 x7 1 y � . • 1 / M � • "b° Fs. , Fso��; 1 >' C.I. � 35.28 BUILD TYSDRSD D Q - OUT NE SSIL ,� ��44.75 '� PE U °° 0pN o0 45.31 4 3 � f. . vl 1 031 � M 4 E I 1 • _ .66 0 ., Qi b S 9 m U x o if ❑ 1 a �-" \�, 3 00 31.23 IN o45.22 l P N' N �L°b` Z\b N ` \ LIMIT OF 100' FUEL + o o 1 e0e\ 1 sz. /^ (sFQ 1 �b MODIFICATION ZONE p V ciL II ,32.73 4 ; ' 1/ _n 4:��37 3 !�C£ ,, .. '^ ••. '�� \\ a W L p i a - 1 0 cV 1 1 °1 L\ OO 1 _ . N' i - �] " 1 / y°��9.�6F� 1 � � %OOZ j. 1�% _.. F� A'PI' LINE EASEMENT GRANTED TO O N DIEGUITO IRRIGATION DISTRICT P - `NO. 30369 IN BOOK 3543 ECORDED MARCH 17, 1950 TO BE QUITCLAIMED 41.31 A 2+00.00 TYPE "B" 9 33.3 z S - POSED 25' WATER PIPELINE \ / S C.I 2 - x ' / / - �/ EA �E ENT TO SAN DIEGUITO IRRIGATION p LMIT OF 100' B FFER \ �' ` RIM 3DRSD N p_ / ICT (BASED ON ACTUAL C^ ROM LUX CR EK -� W FOS - - s6 _ / "` CATION OERFORATOF PIPELINE) N RAINAGE) PE 4 .89 X I ' BY STAR TE / Ix 6E N��RP,N / / CF / ' ARIAN CRE TION i \ / AP OVER TYPE "A� 3 .59 �oRM y WITHIN EASEMENT 31.4 / AN ESTOR TION ry�/�/ U �� - 3 - 6 DUAL PER SDRS (� N MICE �pCK FOR 5 r /� RSY\ 60 EASEMENT TO SAN ELIJO LIMITED T x / FOR D- RPOSES AND FOR WATER, PLAN a y RIM=36.5 0 D g �Ia / �O P �� LIMIT OF 100' FUEL OVERF WITH 33.29 GAS WER & OTHER UTILITIES PER yry03 _ MODIFL TION ZONE SE OUTLES .- ` / /\\\\/3o'a I - (1949) 310- 1s s CON croR -z DETAILS 7 / j '� `� 2$ '° - �" -i i0: FILE- 13076 RECORDED AUGUST Z 1961 / AILS i N TO VE FY LOCATION AND OB IN WRI N / \ L L / APPR L OF SAN DIEGUITO- RIGATION X1.19 38'93 �� / DIS C OF GRADING METH S D 2 r6 O! / \ / / _-� / / / EQ P NT PRIOR TO WORK G THIN IjryEIR 39.11 U / / E ENT I 40' EASEMENT TO RANCHO EL CAMINO, LTD. U L F ss FOR VEHICULAR AND PEDESTRIAN INGRESS, OF 100' BUFFE R M N $GRESS AND ACCESS AND UTLITY PURPOSES Ry I�p�Ny 7 PER FILE NO. 80-135184 303.03' (FRO RECORDED APRIL 21, 1980 °-----�' I R STORATION PAN 10•I� •0(p N89'21'28"W 1 L TO PL) t�oNaly �. own pry n�-rE � PLAN : STORM DRAIN hmnc. ` 4goFESSION4 to �p�9 RONALD L.t�'��, Z 8 HOLLONAY CM 40 20 0 40 80 20 No. 29271 lEXP. 3-31-07* 5115 AVENIDA ENCINAS Q 7� " /, Q SCALE: 1" = 40' s�qr CNri °4�� SUITE L E OF Cl,��e CARLSBAD, CA. 92008-4387 (760) 931-8700 Q BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE RSTG RSTG/CEG RLH APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRA ING N0. I PAD ELEVATIONS ANp 07 DESCRIPTION: TOP OF A 3/4' IRON PIPS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO IMPROVEMENT PLAN FOR: MUP 98-039 STORM GRAIN LOCATION: 80 ± EA3T OF CL OF MANCHESTER HORIZONAL 1' = 40' 101- A 1 L AVE., 700'± SOUTH OF INT. OF f DATE: I� 271 BY: BY: ENCINITAS COUNTRY DAY SCHOOL �� 644-2 - G � MANCHESTER AVE./EL CAMINO REAL / R.C.E. TE: 29271 VERTICAL N/A RO ALD L. HOLL 1fAY DATE:2/d� DATE: Z STORM DRAIN PLAN, LINES A & B!09 45.12 DATUM: .NAVD 88 EXP. 3-31-07 WORK PROJECT No. M.U.P. 9e-039 1 SHEE 5 OF 20 190 505-0704-600 DATE: 08-21-2003 REVISED 01-08-04 LT 1 t 7 E 1�N W o II 0.�__0 3 I�!€i i r�§.��t I�!,°s�I i E{I�i�•I°I-I'h S 3 i�f 1�I.Hi_-��0 q��'i I�s�1 I i�€-!E 4}i€V¢I I I I�!5!_-I 4�I tI...��.1_).�.�<..��;�!!I�i�I i i t t I.�I--P��_�-��=--®�^l'�-I yr3!!-s��I I,S.j!I q?I I.t I I�i j¢I I°�-_P€°-_°"P°�.�I s!P€?€P-t_3 I�v_s i N_- �p_e_�...�I.�I i I($I f�-I I.!!,.i I.�I-¢I,�ggI��_�-�'°ji�i f[(E-;�i-i¢��a��I I<!I�1�S i------�-f i s_1 I��;I I I E�'i�d i I 2[-I F N I-"s".��!I`i P€!I I-_,__.-�-.4�€I y��I�i q§I�I l��p!I_`�.€N�o_tl.A I,,I�!�€�I_-1�_�I I€!_i I�.�.�.-_S I.E�_- _ ...�i�-_i t I��I!P I-1 I�i�a!¢-��_-#i i€F E€�{€-L i`!(€i r t f�s f'I.V€.....i I 3 i i�;I��f"{¢t I-E�.E�_I-��o 3!'i E.€^__-^��g i)I t l i'fi�--¢1_-�€t t_gg f I'-g�E.._�_.��.,�.j t#€1 ft s i E I i-i pp�_n I'.1 i i._"�.-_,_°��.�"�_._..y`...�!l!€..L€4°�!¢6 t!�I i��E E E._°I t P-I I t�I.�¢t I��__-_��._�-_.-.{j�€I�4 I j1 s�.��.4 I-I z_P i�!t t°`E--�-'--..;-°-.-..°��°1�_�9's I}3 I�I T�s�I i.S°u�!I€€C��I I 9!�t i 1_°-.".,-.�:_'I j t s s€I'!�I''j I f¢#!i i I 9€�E I[��-_,-__�..-..-�_�-�-'�i-#p pi I t t:I�¢!_#sil t I t i s'i---°--��!�-€Y'E a¢€t;i s i�I�-t 33 i-`,�-¢'�--__°_C_�-'.!-�€i o 3 I 1 I(I#I{�d�f 3!i:.I�€�[O„•-°A�".-__-D-��-��Dr I€I 3 I 1¢4{{I.�!I s!�!S`_-I T�L�t°!£�I!'I-I I I.!#I�I I€�j-}°s}i�I jE�I I i°�4°°°_6"O'.-°.-�--.�3�t€ I�i X$i�i$}t-7€[P(�I E`�I«_I-^"�-°_��M��'�!I S(,[{3 9"I_a€�-I��!i•I!i s C_."°d-.�--`¢!I E E�#��i(!I!-°�i€t I�!�I��-3�-7^°o N._1_w a-W 2 N°®�°-"n--'-"z�I'i 1E{!€-(E��1I__°!i I s t1(I€-�{-I"-#-sI jj w.E I�€`."-�°��-.-I.`.I.-�-.--°-_€j U_+�-'._i}I I��#!4-�.d��ti�I�-i_�i c�5?1 i!_I-!"I°�-V_-a_°�_"_.-m°_9€E€f�-}I�i E_I i i 3,�;s,_€a•t e-i§=!-�<-_-_--�!y€f P-�f(i iIL¢I�I i�I"_!�c¢°3 ..-_P�9_1��-�-_,-�`_°�Y'#}�(��!€i�S�_i i i€I�!3 I_I_;�-_��-�-�_."--1�._.44-_-.�.�#�,€�E I E i t�F,I}_�-�!I,j'I E(i'€€I E I-�__t-0�_-_-°�°.�¢�;I E?3��€I.!I P°.2-I°!I-_°�--°_V`°y-'`7E.*��1�s g!3�!P(fk-—°$•LI E I�--�--`--.`�3 i I I�°�I 3 1 i t-�€E!t;!#€°_i I I-w._..__J�...-.___�_-_I-��€I„)}f�I�€I�I.'j i}-.!I��(E_”__,_.-�_-_.-__._._>-��!�.r�t I I I,!I-€�°!I!i=�-;-��€��-`3j�1 E_�E s�I-€.-_e 3-i1I�I„I j I I I!.v.�_--`--.-_�e"i�I i��i�3 y{I!s i t E E-��'�t i.�I iE I°I i�°��I I,..�_�...-.---»-°-_LE g_�g�I€€_•-I I`€__�____¢s{!III'!i 3 7!}�t S i I S i�€E i-.��_�_�__._��P 1�_�3<t i� I I#r��;t;I``I!-`i I iI�Co�°°�o��.�],=_”�I-•��}�3�I�i a I'i 3 I!�I!-I�i€t!I I I�i 2¢f��-°�-°°-I I j I�-(E i��Y!E�9 t.'-�1�o-E.4 I'i!I�I�t"_F-. .��--��!i#1 E 1 E E;ii}I I I E¢i t r�j€��E`i I€€�F!.®--,_1.�_',1�I�i�-0.-..�,._'�--..__-��-�E..€�I?.�I-'6€I i i€€E�.._.�-_9�_-_.-.S„�°'-..E�s r_�.E wI.�I j 1--,�°€�4 t t_j�1 I�s I�t�i 1��.-.-`"'�---'°-��_-`_��-I-��I 2 I�s S€!-i E r€�3 t�¢I pp i�{3-{a F-'-I-°�."�'�`-��w-S-`'-._�-..��.��•.T}�(��L�I i�I E.I�I!�i i I��i_�I"-�"E!"°'-.-�e-_'°_�"°�_-�'°i"3 vl'i t i�1.{F?_�t(((�(t€�-�"t i�€€i°�I's€.I I^"}��_`��-'�__I;�t t!i!,,1�3 P i I-�-i I 4 Z I i€'E"i 1 I�N-L€-i€_-`,_�°.-°-_...'�,-�-_--."'y�i i,i E h¢!�!'Tl(�S 5 I'Ei¢I i€-g-�_(`,=I 3-.9`.-`-'-_�----_. .�IO i��`€I i€�=i€I°€��fi 3 i I I�I E I-R-_i.�.i.T_��_��r.I i I I€f i€P i i 9 Yi¢�'}_°f E_•�-a[€,C.�-__--�,.--_,�-'-II I 3PI I�I}S¢ �-_--�I I s°jI�r!��f s I I E I€'r-1-SIt€�I¢I�a�3.!i'--�.¢f 11__°�.__0'---°'�.--'s��e 1 i(E t��!i�t I-�I g!I'E�E°---=_'_-.��--_�1 1 E i I€=€�1�s I-�(-�1€I�88 0$-.�--°---v,-__.--.-D-'�-.r�rt�€i f.�€��E.'I�i I'.*_p t€.�t'3€.:�€I I-_i}I E I�°}�fi/-..-_-_n_..-.--..._..__�P-._-_�-.�°®°-�-`_�--�`®�t!i 1 E�i I��i I�€1 p^�'{+6°i i i!°i i I€I i-�i E°"l t��i¢• _ -�_°"��°°�"�..l�ew`_�-•,4€i{IiI�+�Y€_,I r�.�--E d`1€¢s'(�i�ssi��I-i : =It I -4- - -_4 4m � E °° - - 4--t I,.�-_..®__"-.,,._.,_..._�".�-..--�,1��ie{I��;�F I IE•7i 6(I`_i s--{{I-7I�!�-C-d°N,-.a-�".-�-..-_-.-B"��aa-".f ai}�I#�I�.€'fE"I 6 j 4I-s'(`w—`��I�.�_°I}€i€l_.�3 E s t Qms��.`--l�-�-_��-_.___..��_�-�,.--��_°.1 O{I�I.t 1;°��4!�_1�I-:i�-!I � 73��'1��¢€➢t i3I$.}!-E.-_P®i+��-�Y I".-�,®-=-��,-v.�-_��(I x f;� -°Y��_.L�C�_'�E-�s_u»`s.`�-_•-_€-°..�!__.-.��_i I_.`._�-"-sa��--'.�!��(4#I 1�I�5 I -� 9_ -_�'°-._-�-.°.�.�".1_,}��t��€�I�i€.•I 3-'°.F I_ 1I 7'I �° - i " - T EX ST 3GR _i 4 �_ -I _,- ° s ° C 4 w Q N Im Q W� po W # S 0.41 CF F NE O= T > - T €^ — �. A °- - I _ - � a - -Ail- 1)UIVTFLANC? SSro RONAD L."NAL-D L. � L1 �6 rv14J'- I � p• �•7J .O1 N0� 71 � bhA, inc. W. 3-31-07 land planning, cvl engine--_....._-._..--.i--.`.3 t ..I� 8U_" N 6-�».°'.�.Y� °-[�- .I .- -.n_°..,. .. -."m�-_..�•,>-�.�. g A 5115 AVENIDA ENCINAS �'t 3 I3 - .I� ".S 63 I .-s - ...._` __-"- _!E�i ss,I 3 3-t I ¢S ,s P t s`s "a i }I i E ¢ ' - - ! LINE° LGVATION = a / O� g SUITE »L" CARLSBAD, CA . 9 2008-4387 (760) 931-8700 RVSIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEN BY DRAWN BY CHECKED BY CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NT. RSTG RSTG RLH APPROVALS o DESCRHTON: TOP OF A 3/4» MON PIPE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR IMPROVEMENT PLAN FOR:EAST OF OF MANCHESTER HORMONAL 1° 40 b 98-039 0 AVE., 700't SOUTH OF DT. OF Y � - Q ENCINITAS COUNTRY DAY SCHOOL MANCHESTER AVE./EL CAMINO REAL _T �m ! 1 CIL -� VERTICAL 1" R.C.E. N0. 29271 6442 - G EVATION: 45.12 DATUM: NAVD 88 RONALD L. HOLLOW EXP. 3-31-07 DATE:9.141 o4 DATE: ZZA PRIVATE STORM DRAIN LINES A & B WORK PROJECT NO. M.U.P. 98-039 SHEET 6 OF 20 WO 505-0704-600 DATE: 8-21-2003 RRVTSF.iI 1 n-?R-q.nnq ,•a iI I I 30 15 0 30 60 90 i SCALE: 1" = 30' II. 9 \ I .=31.90 ^ _ F ✓� v ..._ 4" PVC PERFORATED R ° LE Old V�N S UT I4NW-m DE L-B�� PVC PIPE (TY CAL) ._.w; 2, 0 GA 2,000 GAL. SAND-GAIL I _ INTR MODEL �F INTERCEPTOR MODEL :_„ v~i EE Y . - -2;00 EE'B.Y JENEN PREC iR EQUAL _ - PRECAST 0 EQ,lr1AL . [--iv` �� 9 CLEAND T [..4 W HF W cn � �c,QJG51: W ok E W �W y Pg povgRF\, SEEg\ P\\, G FF 24 � 12" ROUND BRASS GRATE NDS 919B OR EQUAL (TYPICAL) FINISH GRADE EXISTING WATERLINE EASEMENT TO BE QUITCLAIMED 12" PVC RISER i .0 4,+ CONNECT 4" PERFORATED „/ ` \g,2 2 p O�E �pP\\� �N\S a 'f ° f CONTRACTOR TO LOCATE EXISTING PVC PIPE WITH CONCRETE a Q \E% LUG PER D-63. \g,2 ,24 i ; ' ` � PRIOR TO GRADING 12" Pvc / OVERFLOW LINE U = \ f, RGENCY OVEIF 0 PROPOSED 25' WATER PIPELINE d{ - - , _ i SP] LWAY &1u-GRA'SS SWALE EASEMENT TO SAN DIEGUITO IRRIGATION 746.06 , � � 20' WIDE x 7' 1 . OVERFLOW RISER A DETAIL - ' f . M !, DISTRICT (BASED ON ACTUAL NTS - = 764.08 � =-- - =__ _ ! RI� BAP WITH? NO PERFORATED PIPELIN EPIPE 1-3 ,r I p q t I 6Z 68N .,,w.n.�.�....._.,a,.�._..........,..._.g.�._.>.._ .._ - ....e .�,,..}.,-_ ...may............ ......_.,r:_-�......._...-. �.._...._ez � ..m,...�...�....._ .........;, Y .-f L � 18" ROUND RX STEEL GRATE FINISH GROUND PER SOUTH BAY FOUNDARY 20' EMERGENCY OVERFLOW SPILLWAY OR APPROVED EQUAL (TYPICAL) & GRASSY SWALE, SEE PLAN VIEW ABOVE FOR LOCATION 6' EXISTING GROUND FINISH GRADE o s' y� p 20'x7'x1.5' 18" HDPE RISER #1 BACKING - - - 2.0% - - - - - - - RIP-RAP - - - - - 4'± CONNECT 4" PERFORATED ^ _ _ _ - - - - o� SECTION A-A PVC PIPE WITH CONCRETE _ LUG PER D-63. ��/ `V - - - _ 28.9 NOT TO SCALE ro 18"HDPE 20' WIDE 1' D.G. SURFACE 4' (TYP.) 0 OVERFLOW LINE OVER 1.5' THICK # 1 BACKING ° 0 0 ° WITH FILTER FABRIC OVER 0 ° ° OVERFLOW RISER "B" DETAIL AND UNDER ROCK 0 ° ° 4" PERFORATED PVC PIPE NTS (SEE PERCOLATION TRENCH DETAIL THIS SHEET) 4' TYPE A CLEANOUT MODIFIEDw/THE ADDITION 2000 GALLON SAND-OIL INTERCEPTOR OF OVERFLOW PIPES JENSON PRECAST MODEL 2000EE OR 2' J o 0� LINE "A" RIM=28.50 APPROVED EQUAL WITH 6" INLET & OUTLET H LINE "B" RIM=36.50 PIPES AND FITTINGS » » » \ LINE A 12 PVC OR LINE B 18" HDPE i \ \ 12" GROUND APPROXIMATE LOCATION OF EXISTING OVERFLOW PIPE BOTH SIDES 24" CAST IRON FRAME & COVER ENCLOSE ROCK IN ONE \ 85� COMPACTION 30" WATER LINE © � OF SPILLWAY. LINE "B" LINE ' A" IE=26.00 LINE A =3 w/GASKET (GASTIGHT) LAYER OF MARAFI 70OX OR ° CONTRACTOR TO VERIFY LOCATION Q100-3.4CFS LINE "B" IE=33.00 FINISH GRADE LINE B =4.6 EQUIVALENT FILTER FABRIC. PRIOR TO CONSTRUCTION JENSEN PRECAST ` ° 3, \/ , , j \\ \ / 2432-06 RISERS (TYP) \ 2' OR APPROVED EQUAL 1 ROCK COVER \•_ \ \ � ° �� \ / LINE "A" =22.50 V 4" PERFORATED \� CLEANOUT � LINE "B" =29.50 PVC PIPE OUTLET PE DISTRIBUTION - /� �\ » ._ • <•.;. : pip A IE=24.19 PERCOLATION TRENCH DETAIL AO. tVIK PLAN99 BOX s Vc \ NTS PVC LINE B>. IE=31.00 CURB INLETw/FOSSIL LINE "B" \��\ \ ��i,/i 6 �0•I'1!•OV Q100=2.3CFS APPROXIMATE LOCATION OF PONAW NO FILTER FILTER BY KRISTAR 4gpt�ESSro'Fe OR EQUAL IE=31.90 LINE A IE=24.50 SAND OIL WATER TABLE PER t PGE'1<i'I'II EXQ•�i•�.o LINE "A" IE=24.83 LINE "B" IE=31.45 ' / GEOTECHNICAL INVESTIGATION, 22 RoxALD L bhmnc. INTERCEPTOR NO land planning, cMI erQheerltg sumW LINE A IE-24.44 x.. -31- ' LINE "B" IE=31.78 - A. . p,.: ;- -:- : � .- . :. ':-. �° °,:; .. .. . -- » ,> � �� ,\\\/\/i/i //,// » LINE "B" IE=31.39 \�/�/\/\ *E%P. s-sl-or g, \ \ � LINE A IE=21 .00 7C 5115 AVENIDA ENCINAS STORM DRAIN COLLECTION SYSTEM 15.92' LINE B IE=28.00 �9e CMS. °' CAR SBAD, CA. 92008-4387 a ,> » OF CASE NTS LINE A IE=23.00 LINE A IE=22.00 (760) 931-8700 1 LINE "B" IE=30.00 LINE "B" IE=29.00 REVISIONS APPROVED DATE REFERENCES DATE DESIGNED DY DMWN BY CHECM BY BENCHMARK SCALE PLANNING & BUILDING GL DP CEG RLH APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DR NG NO. fftig A DESCRIPTION: TOP OF A 3/4" IRON PIPE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR PRIVATE STORM DRAIN PLAN FOR: MU 98-039 LOCATION: 30't EAST OF CL OF MANCHESTER gORIZONAL 1° = 30' MAN ESTE SOUTH OF INT. OF DATE: 10-2.6-03 BY: BY: - ENCINITAS COUNTRY DAY SCHOOL 64 2 - G MANCHESTER AVE./EL CAMiNO REAL N/A R.C.E. N0. -31- DATE:, / 3/ 04 DATE: 2��/Dq VERTICAL ELEVATION: 45.12 DATUM: �� EXP. 3-31-07 WORK PROJECT N0. M.U.P. 98-039 SHEET 7 OF 20 WO 505-0704-600 DATE: 08-21-03 REVISED 10-20-03 rd l\u ERC►SION CONTROL LEGEND I ° GRAVEL OR SAND BAGS TWO HIGH 40 20 0 40 80 120 ° I SEDIMENTATION FENCE SCALE: 1" = 40' i U IT OF PROPOS a , �OO BUFFER R E it ICA / I N 7V °W LINE T MI OW B"I FFER O °`"�°�- u°`°°u -.., l �•-.- ,�. .,..� I SUBDIVISION 2 BAGS HIGH BOUNDARY o I (TYP) PROP E PAD I 2, R EXISTING GROUND 1.1' MIN. UNLESS 1 112„ CRUSHED ROCK FINISH SURFACE OTHERWISE SPECIFIED BY A FILTER ORIGINAL , .,.tint _ -- °'°i 'w� ,� R —W- —�— i U OF—SIGHT SOILS ENGINEER FABRIC GRADE SANDBAG DETAIL DUST. R NOT TO SCAB. SEC77ONA A I C i » 131.1 ER,� WIDTH AS REQUIRED 3 "N OT A € U TO ACCOMMODATE k ANTICIPATED TRAFFIC eA POSTS ARE TO SPACED 0 A MAX. OF 10' APART p A � � �,- �--® Ct/ w f �„ -°° I WOOD OR a EQUIV. POST c, I A SAID BAGS 9 s° Ac EQUIV. 2 TYPI IG L) D L SANDBAG FILTER C (a °" �� E E IL, � 3 TG � � m. / _ T 42.42 TO 19' RADIUS MIN. A ,� 4Z25 °23 1 S BAUZED CONSTRUCTION —III—II �I r 50' MIN. SEMEN1T10N F CE 7. rc I � SEE DETAILll 4° �a Tc THI SHEET 1 � NOTE 7YPI I I-11 r 1lL S S ET — f CONSTRUCT SEDIMENT BARRIER p w` 4° x 4° ! 0a I i D d0. REC. ( WIRE AND CHANNELIZE RUNOFF TO 7 ° - 1 w - e, TRENCH L SEDIMENT TRAPPING DEVICE �,, I � �' I 10 00 PRIVAIE DRIVEWAY A STABILIZED CONSTRUCTION I a&9 M A ` o � s1I�7 ENTRANCE DETAIL ' ( } NOT TO SCALE o l y �a� SEDIMENTATION FENCE gg� L of � as -Q NOT TO SCAM d 7c4> g I CESS EASEMENT PER M fj � � • � 9 N � ��, � SAND BAGS o�p�C� � 2, HIGH I SEE D AIL THIS 1. 1 JET _t� LINE OF SCHT 8 J GING i I A'_Q H OSE IC I END UNE SIGHT jA TWI -HE EXIST R/W MATCHLINE SEE SHEET bkmnc.ONALD0HOLLOWAY NO. 29271 land planning, dull englneering, BUNAy�1Q M. 3-31-07 � 5115 AVENIDA ENCINAS `t QVIt d SUITE "L" CARLSBAD, CA. OF C�L� (760) 931-8700 92008-4387 311 8 0092008-4387 9 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DDP/C r criECrs» DY GL DP cEC RLa APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. 1 PAD ELEVATION � l— o� DESCRIPTION: TOP OF A 3/4° IRON PIPE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP R EROSION CONTROL PLAN FOR: MUP 98-039 UI� A O LOCATION: 30't EAST OF CL OF MANCHESTER „ o AVE., 700't SOUTH OF INT. OF HORMONAL 1 40 DATE: I D-Z&03 BY: BY: MANCHESTER SOUTH L CAM,NO REAL R.C.E. N0. 29271 ENCINITAS COUNTRY DAY SCHOOL 6442 — G VERTICAL N/A RONALD L. HOLLO DATE, ° DATE: k 1-411a ELEVATION: 45.12 DATUM: NAVD 88 Egp, 03-31-07 WORK PROJECT NO. M.U.P. 98-039 SHEET 8 OF 2:0 WO 505-0704-600 DATE: 10-23-03 rd l\u 40 20 0 40 80 120 SCALE; 1" = 40' MATCHLINE SEE SHEET 8 a ra ? SUBDIVISION } $ 2 BAGS HIGH BOUNDARY Tt (TYP) I g PROPOSED PAD 2 I cRlourNi� _ W FENCE s I /4L FINISH SURFACE -g THI S E L � sx = N R SEEDI ; SANDBAG DETAIL YD 1 I � (T ICAL) / I NR NOT TO SCALE LINE OF SIGHT zw g DRWY. 45' EDIMENTATIO I $ ' �' POSTS ARE TO SPACED AMAX. OF 10' APART E \611 S IL I 9 .., EQUIV. POST OR z �q _ W FILTER EQUIV. l �� "1 C€ SANDBAG FABRIC RELOCATE I C-4 `r pp PIS§ -. TO AI3iN0 A TPER g. P ' _ I� Z JII- - - - - I � — "m., F N WIRE TRENCH L J 4 NL • L r+ 69 ® I g SEDIMENTATION FENCE �a P ffi— arw�' 1OT TO a St E � � " � % I U) b 1 s cc ga z M z cl ul V 44pFESSIp,,� RONALD L.d� D LJ LI t/�1 �n C�i �a HOLLOWAY cy dnd N0. 29271 planning, CMI engineerine,' SUMAylI1Q *E%P. 3-31-07 5115 AVENIDA ENCINAS c7vlt SUITE "L" o C a e?� 404' CARLSBAD, CA. 92008-4387 f AL1 (760) 931-8700 Ai REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED DY DRAWN Iff CHECKED BY PAD LEVATIO GL DP/CEG RLH APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �j LOCATION. TOP OF A 3/4° ]IRON cHE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND APPR EROSION CONTROL PLAN FOR: DO LOCATION: 30't EAST OF CL OF MANCHESTER �`*Tn �Q�O�n HORMONAL i° = 40' DATE: /O-Z& BY: /I/� /I/� . mVr 8 a AVE., 700't SOUTH OF INT. OF -`� B�,: � MANCRESTER AVE./EL CAMINO REAL VERTICAL N/A R.C.E. NO. 29271 ENCINITAS COUNTRY DAY SCHOOL 644:2 - G ELEVATION: 45.12 DAB; NAVD 88 RONALD L. HOLLO AY DATE: DATE: _� Exp. 3-31-07 WORK PROJECT N0. M.U.P. 98-039 SHEET 9 OF 20 WO 505-0704-600 DATE: 0-23-2003 rd g e P(E)A 110 SAN Dt `t { • R4Y2F$ Lu sm No,CA : i j u �sI Rt,.,e...._� _,... ..._ .:.'. ..ya- -�... ........._-_. -. ._ ._.._.._,,.. -.....�... _.--- .... .. .....,. .,-_._.._.. .._.._>.. ._.—.,..�.,.,,-.. 3 — 7 N69°1700"V P372.99' 8 �f -a- , f 1 r , � -- y - 1 - • - + I ,q IF' f 1 ... - , r ! .•,.. �t � „ SEE SFtEEt l-+�t FOR IRRfGATI N< ', . r` � .' J -. . ` ._ t D I.E'GEND , , f l i 4 � - S�'�"�H�Ei' y- d __,_ � t - SEE SHEET L P F s,_ / . „ 1, ... .____. M OR RRIGATIDN SPECIFICATIDNS . .� J/�- f o f"1 - i ,, � c \ rr'^",y ; +, 4 4 `'+.t ( i �`""-° '•�='� y �.-.. _,.--.- ._,._ .__. ,-.:..-._. "., _"`T'_..._,.,--.... ..- + •: 1 !�' - L. - _.__ ,_ _.,,:.i,._ _ _.,_ � �� SEE SHEET L-9 FORIRRIGAt10NDETAiLS .-, f ,r; {�{� ' ;' ,� y l L ! �ry } I" r I F I' � i ' f/-"'t . : i ._ i. :, ...- $$({) � � 3'•^ �� ,.� ''fjV .k 1 1 F �1 � r f 5 1 ..,...�{,-fl..fM.... �",. ,.� �..cs ..._... • d t 7 Tl 10. 1 ' , .-.>� n I � Llt,It1T 0 _ , ' 100` 130 f f � 7� fi l � , + r C Mill 1 u1 •11 lk 14 8 �' , s , t r , X ' i fe PE v _ f t s f uj If t Y 50' CIFFER J J. s Z J t1 t , 2�a_ �ntr� JJ . 4 i 1 "NOT A PAR `l F ji w ,,.' i f i � r i '� fj 1 x'1 't �� j r� l � l'• ! Nj ��~ � t , 11,4 a �,.� LIMITOFt i ° i 4�y r� f` : 3 t f 1 � � tG i 100' OUFFER 9 _. _._ } � �f f� +�� , � ,f ,: 1'! 111 � � •.,,"->~,� W tt , J�2.JP,+ + t ' x F { t r l b EXIOVNO EUCALYP"IZt� OKOVE v f j r s C1?T1L?NAL FUTURE _ ! PE 44 t �t� + TO KEMAIN :` ! � � PARKING SPACES i ( .G./FAt E ) � t` y ? 4 n t r i r Y e �:.i::.:.y..;::. :: `-.. >'• kt tt r,, r,' r" ^, r` t£ 6 t i w 1 r f Je t � 1 f I / ii i s +. 1 t t fif � IJ jJ - 1 if f,I SHEF-r KEG 1 f NORTH x' i �' , 50.34 ,! � t } t `� + 7 , r q oz 7 , P , b � bbmb ,. sf b �w b m em b a b ss tb b m m m m m bi b` i b ma m �n m m a m b b ax m ® m b b ez m m me b m m ® b b R m m b m Yi s 4 .� w m m � E8 x � w eR a w m 99 IDF m w m m b b b Ya • B b a6.,M as 0. w� �m # m { 4 MATCH !!NE SEE 5 tEEt i-2 ' o 20 C-0 20 10 E 20' ti.. , e C/ ! r>J'"CAL._; }" _ r B re. _ ..., �. IOaD A ' ATE _ CITY ENGINES - Ul DEsc€ip-n N:..--- — -- --- PLAN PREPARED U THE SUPERVISION OF RECD D �!�l - NAa.=`°--�O`T�"_ IRRIGATION I'I.,A�I�T MU Pill $-�39 40{21/43 �. ------ �ri RECORDED FROM: R,L,A. N O., #26x45 �� $q7�: , /� /Q� VERTICAL _�Nl _� v: JON€ PO WELL �- — DATEc !_ —2 F :a- 2 - , ELEVATION: .— _ — DATUM:— g14TE: E%P. i 2/�/05"M WORK PROJECT MUP 9$-039 SHEETIV OF G»D 605-0704-600 TE OPA 4e m __. ._..._. ..m..4..,v .,. ..,..,.,.: ...m....: mow. .« .._.. ...-.. . » .. -.m.- .. .,. ... MA�vH LINE ' SEE 15HEET ._ — _ _. -� _. — _ e ;' ...1 __ 1 ._ _ .,_: _ -,_ — ,'_ _ _ _ — — , T e _ _ _a vn m ss :m •a m m m m f m m m m m m a ece{/® Fe m m rtm 14e m +� m m m a m w m � m m m m m m ® m m m > m cs , cw m m m s s � � m m m m m � Q m e JJJJJJ lilt t ly, t .- f (E),A t 3 t , f 1 j JJ , vaso me %N oil EGO DL f4t7r` A P,4n r,= ; t / f' '; �*.,,...,,` !P ,�., DIEGO,CA f k B W r k /j r ; E 7 r , t LU l 1 j Z f r — / k PE 8 t 47-34 lJ , f r l p' if t � 1 't 4 't .. �.,.y' • 4 .75 i i 1e, FE 14 X12 If i t 4 1 3287 If r f i . z 32.73 ,} x if t j : 43.0 t : r i j / •- i �, i r 3 PF' j I r: 1,' op LIMIT OF . 4 1 i j)Jf t r i a 50' f3UFFEK C.FT-IONA' F(JTOKE �t 40.89 t. .�PfiCES t � 1 ��Klf�O 73,4L7t717`d4?hIA f { I r i 1 r '\11�y i l t ! 1 I ,'t t � LlMIT OF v ,_ �� _ / t, t • ' 100' 5UFF K 39,05 41 � ; 3t 19 �`'• s SHEE'r KEY TT NOK7'H on SEE SHEEt L ¢" FOR IRRIGATION LEGEND ' 911 SEE SHEEt 14 FOR IRRIGATION NOTES SEE SHEEt L-10 FOR IRRIGATION SPECIFICATION'S SEE SHEET L 9 FOR iRRIGAt10N @ETAILS r � t t r0 p ? 30 60 �► 2:l 2U2 �t�2P12 SCAt,E:?°z Zf,''' APPROVED DATE EFERENCES DATE BENCHMARK SCALE OW A c BY D 'ING NO. DESCRIPTION: — _ PLANS D U THE UPEAVI IO OF a�� . M' —039 _ HORMONAL 1"��'' o° IRRIGATION PI,A1� RECORDED FROM: — -- — -_ _� _.. - .L.A NO _ #26545 � - E TICAL NZA ®v: JON L.PO ELL DATE: 3•!3t Q4_._ DA ELEY�Yt()P}: ttATtB b .- ^11f3 ESP,,_ CORK PROJECT NO. MUY,98-039 SHEET jKO=F 20 Df A JOB#'96-026 APRIL 18,2000 JUNE, 2061 a _ y; MA 71H LINE - 5EE 5rfcET L-3, •u,_...__ 3i _-.- - ° �. � _.. ..� _ _-- 114 - - _ T _ _ y m w w m m m r m w ra r w s w a a r +� r n r r rE ro ire r r s� ee �`�. a ...�_� �„� ;,� a�1112 fl Ira ._.� r``�.,r r.r r a r r r r r r r,.� r r r, me ae m�� m ®r..,,� r �. r �.-aa � � �e r � aa r � r � dn_ as � � +m � r r { a CFmo, soft" K 144 R ja cn r PE 35 l UK ME 09,Li _ � a 11Z '. � 8 �I: IRRIGATION NOTES _ a t PE \ a. SPRINKLER HEADS ARE TO BE LOCATED TO PROVIDE ADEQUATE COVERAGE E AND PREVENT OVERSPRAY ONTO BUILDINGS,WALKS AND STRUCTUkS. VALVE BOXES ARE TO BE LOCATED I4 SHRUB AND GROUND COVER BEDS, 0 WHERE EVER POSSIBLE,AND AT LEAST d'FROM THE EDGE OF THE BL'D: FH 6 a ;. IRRIGATION MAINLINES AND LATERALSHAT ARE-SHOWN ON TFIE 6�LAFf IN i t i PAVED AREAS ARE TO BE LOCATED IN THE"ADJACENT PLANTING AREA.b;FROM / a ,`THE EDGE OF PAVEMENT. 1 }. CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS-THAT $ 2� zu THEY ARE ION DIRECT CONFLICT W TH-UNDERGROUND UTILITIES, ST [J(�1 URES 2U2 / a' 21 I _ $ 1 Al g - PERMANENT IMPROVEMENTS OR PEDESTRIAN OR VEHICULAR SAFETY CONSIDERATIONS. 5 DO NOT LOCATE TREES OR TALLER'SHRUBS IN LOCATIONS WHERE THEY-WILL BLOCK IRRIGATION HEADS AND PRE VENJA DEQUATE COVERAGE. WHERE, CALLED FOR,OBTAIN APPROVAL OF THANDSCAPE ARCHITECT FRO —`_. PLACEMENT OF TR EES S HRUBS HER ITEMS OF WORK b. ARE IRRIGATION EQUIPMENT ON TM$ PROJECT IS TO=BE MA RKE D fOR LAEMED SPECIFICATIONS,,- a ER USE. SEE SP. FICA Iry 16 t , i s 1 j t r � � 1 n,,- fRRfGA YE3 LEGEND I i .®a ` , � g 5Y 19 MODEL r � p - RA£ PSI flEeCKfPT�ON 1 0 30 SPRAY H EA-0 RAINDIRD 1600-10H 78 RAN51RD s :1.3 12, 30 SPRAY KEA 31 I RAIN$IRD 1800 12 AN- VAR 12' 30 SPRAY HE A RAIN15IR3 1600-151H 1.65 15' 30 SPRAY H �.4 RAINNRD' 1600-15VAN VAR 15 30 ^s1-RAY HEA. F3{ 180Q~ 'SvT i' 1.21 (x5' - \~ RAIN 30 SPRAY HEA i r = RAINNRD 130OA-F 1:00 VAR 34 BU55L€R I '.O RAINBIRD T-50ZD422-.65(0) 20, 50 ROTOR HEAD RAIN54RD T-BIRD-T-22-1:3(H) 1.32 20' 50 ROTOR HEAD RA11�1M T-BIRD-T 22-2. (F) 2� 2X3' 50 ROTOR HEAD ® ® RAMIRO T-BIRD-T-30-1.Ca 4 1.00 �4 fZAIN#CW T- -T 30-2.0 H) 2:00 25' 50 ROTOR WA a t u` f t I a ® RAIN15 RD T-81RD-F 30-4.0(F) 3:75 c26 50 ROTOR HEAD 1 TH MILE TKAGK I" ,.1 i (D RAINBIRD T BIRD-T 30-1.3(Q) 1:40 3D' 50 ROTOR HEA RAIN151RD T-B1RI?-T-3E3.25(H) 2.90 30' SO ROTOR H RAIN81R0 r-81W-r 30-5.0(F) 5.50 3a 50 ROTOR HEAD SEE SHEET - FOR IRRIGATION LEGEND RAMIBIRD T-BIRD-X 40-3.OKC(H) 3.80 35 50 ROTOR HEAD ' 1 a # _' d RAINBIRD T-BIKD-T-40-1.5R+(Q) 2.00 40' 50 ROTOR HEAD S SEE�`HEEt ';L-4 FOR IRRIGATION iVOTES � � ,.Q ,..:. Q B . RAINDIRD T-BIRD-T40-3.OR H 4.50 40' SO ROTOR HEN) SEE SHEET L-10 FOR IRRIGATION SPECIFICATIONS 2� n Iq +( } 5EE SHEET L-9 FOR IRRIGATION DETAILS t' � RAIN" T-BIRD-T40-6.0R+ 7.460 40' ;50 ROTOR HEAL) € I B & RAINDIRD EFb-CP-PK5-5 REMOTE CONTROL VALVE-S12EIIA5 NOTED r @ RAINBIRD 44LRC QUICK COUPLER VALVE d VACKPLO4 'REVENFER¢ 0 W (EI 850 SERIES LL AL 64103 HYDRO5AVER E� �-44-056- CONTROLLER WITH'RAINGUARLY' I'4V1' CLA66 200 PVC LATERAL LINE-5a AS NOTED ITIi 12 VER PWP rvCH 40 I'1�€MAINLINE-SIZE AS NOTED Wr M t8 E .� " CH40 PVC SLEEVE-TWICE Ul$E SIZE C+4Rfi 1E€1 t FH l(A 7 / I 13� WATER METER DY OTHERS,-1?_6 F'S#STATIC f Ci3IN'fC'3LLER STATI0N NUM15ER � vw ' R VALVE SIZE a Y N -°" NOTE. - "� t I" I MINUTE GALI..ONS is e° t I T MIME RI�RS, UNST A a a13. E I I * CONTRACTOR. I LCE&6 RAfd8f2U35A-TMTFUL RCLE�RtN6 E�, MOUNT ALL H€ADS ON ' 001 THE WORK SHOWN O° N THE IRRIGATION PLAN515 SCHEMATIC, ALL ITEM5, I.E. CONTROLLERS, VALVE 5, MAINLINE5, ` SLEEVES, WIRES, IRRIGATION HEA05, PIPING, ETC. ARE 5HOWN IN THEIR APPKOXIMATE LOCATIONS ONLY DETAIL w4 ° OKAIMNGS AND SPECIFICAT10N5 MAY PROVIDE ADDITIONAL CLAKIFICATION OR LOCATION OF 50ME ITEM5. THE a CONTRACTOR SHALL NOT LOCATE ANY ITEM5 WHERE IT IS OBVIOUS THEY AKE IN OIKECT CONFLICT WITH THE NOKTH UNDERGKOUNO UTILITIES, 5TRUCTURE5, PERMANENT IMPROVEMENTS OR PEDESTRIAN 09 VEHICUL R SAFETY € CONSIDERATION. 5PKINKLEP HEAD LOCATIONS AKE TO BE APJU57.EG FROM THE DIMENSIONS OCI LED OFF OF 8 = THE DRAWINGS TO PREVENT OVEKOPKAYONTO BUILOING5, WALKS AND 5TRUCTURES. NOTIFYTHE LANDSCAPE ARCHITECT OF CONFLICT5 BETWEEN THE PLACEMENT OF PLANT MATERIAL5 AND IRRIGATION HEA05,AND s n r DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONSIDERATIONS. 20 ° " 00 a 2. THE CONTRACTOR AN9 109 OPERATOR 5HALL ONLYAPPLY SUFFICIENT WATER TO PROMOTE THE HEALTH) GROWTH . 1 OF THE PLANT MATERIALS. AT NO TIME 5HALL THE CONTRACTOR/OPERATOR APPLY WATER AT A ATE OR FREQUENCY WHICH RESULT5 IN RUNOFF OR 501L 5ATURATION, I CALF, 3�, � 2(?' � H VI ION � � D T � N� D T L . . D D - .__: fi �. I N ` . E SPAR � N I en see-m.+nxmwmun_ra+_n.av+m..mrw+wwmx +cxvm+®rvsaasn�z +n +aa..a+mi,: ' - •• �^�°v.�wmc..�r..v.� - _ �. . 9 A 1 illiv DESCRIPTION: _ N UNDER THE SUPERVISION E SE. MUF -039 HORIZONAL__' 20' o' ,n D IRRIGATION PLANT DATE. i 012 i H33 L3V _ . _ ___ Y:_ t- IL-1.!�!�!L,OCATION: / ? _ RECORDED FROM: °-- NIA H,LA. NCB. #2645` � F VERTICAL _ - ----- �1��: JON L-POWELL. VA'TE: -2-1-31,04- DATE: ��,. D¢ T._— ----- ------ — —�� - --- ELEVATION; — — DATUM: _ �_ �, ��: E p. _ 11/�EYTZ PROJECT NOi MUP`98-0 - E ?0. SATE: APRIL 16, 20013 JUNE,2001 ;tea. ,£. ,s.,..,. ....-..am -.,,....�.,�,_.- .._ �. ..,�._ _ ��_..,®.... --...-��.._,...._..,„--.-___...-.,..... .�.�...._..�.,_.,��,....w...._.-...m......»_..,__.._._..__w_...v._......,,..___..____.W_.......,_..-,..._.w_..... --.__�.....®.. _ o-, � ,s..._®..-.q. -a.®-a» «. .e — _ "°°"`""'iTT�^��'^^`""' e,. .� ._«.-.-M,-. m,. .�,� �.«-.�- ... ..o ..»._ ... e.. ...�.,.-...... ....®....,A._ ... ..� .-n�.�„ ®. ._. �..�._, ,p .. .. ... y� � � ..<-•.�,. •^ •' it m r -4 2 RIO SAN DIEGO DIL SUITE SAN DIEGO,(A m — - - - - - - - - c�z _ _-_ _ _ _ _ _ - - - - — - — _ _ . _ — 619194.9042 ,� r� _. _ -. _ _ ,_ _ _ _ _ _ _ _ _ _ - _ .. _ _ _ _ 'r, F P F: b .— 1 I m 1 1 j _ — G y , 1 ! 1 �y2 ,._.._.._._ , - , " - `•} `�} '.l.` _�.- 1 v i i { a 1q ` IL — -_ <_ �f t �i 2a 1'/4 29 1y4 2� 14 �. 2(a ii4 a t p III PE 61 14 f ry .,_ • , r , " � 111 t,1 1I1.A l 11 z �� `��,�`~�..- 111 2 �: f p F 3 i t� , 0 ` VE 0 ` �9 lit Z Lu d :.:.. ...:.......: t / s _ ! lit lilt Lu Lu r` NORTH z a y _. s ~5EE 5HEET FOR IRRIGATION LEGEND _ 5EE 5HEET FOR IRRIGATION NOTE5 - ® 5EE 5HEET L 10 FOR IRRIGATION SPECIFICATIONS , n {, �e y - 5EE 5HEET _ 6 'Al 1 r `1 FOR IRRIGATION OETAIL5 ,a= � L,9 20 TO O 2:<'% 40 Lo � SCAtE: 7° 20 m MATCH LINE -5EE 5HEET L-4. _ A j , 3 VISION$ APRROVED DATE REFERENCES DATE BENCHMARK SCALE P � _ � � � WALS � _ _ CITY OF ENCINITAS DEPARTMENT [ DESCRIPTION: PLANS PREPARED UNDER THE SUPERVISION F RECOMMEND i MVP-98-039 LOCAMM HOR C3 AL 1„m 20'.,0„ 1-0i21tts ,, sy�AA E;Y: _ _ > _ IRRIGATION i'L, d ... RECRDED FRO R.LA.NO. VERTICAL 1`41A 21-3V--0*- ;ATE; [f4TE: pt 113 5 . . � WORK PROJECT NO,MATT'-98-039 SHEET 13 & 9 ATE; PPA Job#?4-028 AML JUNES 2009 - W - m? 0 nZ LL F A � o N W z J If I sass RIO SAN DIEGO DR. � m / SUITE am � W Lu SAN DIEGO,CA aiw �— 619.294.9042 Fax 619.294.9028 3 J Ix\ '—°--- _—_— VEHICULAR LINE —°°— °-- VEHICULAR SIGHT --- ----- 1 — — \ - CP PCP (LJ(" S2 CP C cP nt , CP a� P i6 ' P ff / EXISTING / EUCALYPTUS , P C f > F 1 GROVE TO 1 LIMIT OF 1�J0`BUFFER J ' , REMAIN , (LIM T OF WORK) P 1 / qYp y�,rtDSCgAF JON L.POWELL�C,S' axsas I I 1 5EE 5HEET L-8 FOR PLANTING LEGEND 5EE 5HEET L-7 FOR PLANTING NOTE5 5EE 5HEET L-10, 11 FOR PLANTING SPECIFICATION5 5EE 5HEET L-9 FOR PLANTING DETAILS LL 1w Lu / 1 J LIMIT OF / 1 v 50' 13UFFER / ~ \ ti 1 SHEET KEY NORTH 1 i � 1 20 10 O 20 40 60 . . . . .I. . .I . . . . . . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . F 1p rm.wrwr aid MATCH LINE 5EE SHEETL 6 SCALE: 1"=20' REVISIONS APPROVE DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPARTMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION PLANS PREPARED UNDER THE SUPERVISION C FRECOMMEN ED APPR D TM 98-M P98-03 ENCINI-rAI :C►iJr14-r CHC►OL LOCATION: HORIZONAI 1 "= 20'-O" DATE 10/21/03 gy; y gy; PLANT I1VKi A.N 14 RECORDED FROM: VERTICAL N/A sy: JON L. POWELL R.L.A. NO #2645 DATE: Z13104 DATE: 4146x00 ELEVATION: DATUM: DATE: 1 1/30/05 EXP. WORK PROJECT NO. TM 98-MUP98-039 SHEET 14 OF 20 WO 505-0704-600 DATE: DPA JOB #9t5-025 APRIL 18, 2000 JUNE, 2001 { o MATCH LINE - SEE SHEET L-5 (B.AI 1 sea* RIO SAN DIEGO DIL I / SUITE ago SAN DIEGO,CA 9sio rsL. 619.294.9042 rn.x.619.294.9028 I I I I / \ iW Lu If 1 I F J,, F1 tFl4 !i J A / , � � / / " cFa-hr�A�nAnAaA-A•Aa�AAaAr�nAAAa"^" SEE SHEET L 8 FOR PLANTING LEGEND I �~ ~n^A•n•r^n^F"°^n n:~nA"AnAn;" SEE SHEET L-7 FOK PLANTING NOTES 5EE SHEET L-11 FOR PLANTING SPECIFICATIONS SEE SHEET L-9 FOR PLANTING DETAILS ' O ^ " ^ ^ n n n n n n n n n n n~"ry~A^A^ ^A~A^ ~A~A~ ~=~ ="=n=.=.= F r^:~:~r~:~:~n~:^:^n^n~n~n^h^:^n^:^:^n^n^.^n ^ n~� n Nom^" / I I / r ~ SHEET KEY 9^ D I ^�^^n�nnnAnA^r^A^"nr"AnAnA^ n �N �A NORTH F � t I �nA �n ON L POWELL �A 1 �n sas ry m I A^—■mac^•"n~n n h aoa non ,�~n A~ AAAnAn n ^n'�e~ n �n n nJ"n"n �An �� lobo$ ■ - - nnnnn nn NZ 20 10 O 20 40 60 9 OF iF0 CAL SCALE: 1"=20' REVISIONS APPROVE DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. A2 'Did IfO DESCRIPTION- PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEN ED APP ENCINITA�OLJNTR�A�CHOOL TM 98-M P98-03 ORIZONALI "= 20'-0" 10/21/03 By; b d-01 LOCATION: DATE: By PLANT I N$LAN - RECORDED FRO ERTICAI N/A BY: JON L. POWELL R.L.A. NO 42645 DATE: 2 O 5 ELEVATION: DATUM DATE: DATE: EXP. i 1/30105 WORK PROJECT NO. TM 98-MUP98-039 SHEET 5 OF 20 WO 505-0704-600 DATE: L-6 OPA JOB #98-028 APRIL 18, 2000 JUNE, 2001 N N N � rim ri Pow ° A -LC�,- ]LSL Inc _ .... .. - .......................................... .... -------- ------ .. ..-,...- .,r r r -' � r �© i W R • � r :: . .,O -�. � '�:: L-7 l' 1 ► • V T ► ..13�. a mss' • � 4 � . .tea. d i ..►+fm. - - -- IN@' ' :; . . '�iAfiT�LR�rs�� . h. . a .. r : 1 �.7 y 1 ,r �J V ..:1 \ Ma OEM 7 _ � :...,. < Gig ^f. - M1. v _ R u `r .�� ter ► "J -q�>.,.}o. A MM al AM !P •YV - J C.©:: :: :C �..�,. .Y, .... . _A +"�"v9' ► +*/�t�i{�F � �y 4 . . 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' = 7:. _ iI/ I I� I IN M4N To M AL I �•'' ..4 �yi f .V O NIVIIIIi - IN / Ms IRM1 I' Ii •i I i i /II MATCH LINE - SEE SHEET L-7 avow RIO SAN DIEGO DR. %/ ,^A 5 5 SUITE sro ■ AAA~ :~n:.A:A: "ry " SAN DIEGO, CA wzvo 1 � / P~ " r®� 619.290041 1 / ~ k Fax.619.294.9028 PLANTING LEGEND BOTANICAL NAME QUAN IN ■ I COMMON NAME SIZE SPACING 1 TREE5 I a"""" ■ PINUS TORREYANA TORREY PINE 15 GAL, AS SHOWN 17 PLATANU5 RACEM05A w \ T CALIFORNIA SYCAMORE 24"BOX AS SHOWN 23 FREMONT COTTONWOOD 15 GAL. AS SHOWN 12 f REMONTII �`J1 OPULUS F w T " m PRUNU5 CEKA5IFERA 'ATROPURPUKEA' PURPLE-LEAF PLUM 15 GAL. AS SHOWN 25 \\\ ----- wz ; � �-� : ; r ■ QUERCUS AGRIFOLIA COAST LIVE OAK 15 GAL. AS SHOWN 15 ULMU5 PAKVIFOLIA CHINESE ELM 24"BOX AS SHOWN 19 � ' n~ 5HRU85 © COLEONEMA ALBUM WHITE BREATH OF HEAVEN 5 GAL. 3'O.C. 102 FKEMONTODENDRON MEXICANUM SOUTHERN FLANNEL BUSH 1 GAL. 6'O.C. 4 1 ;~~ S ` ! ~°✓' / ® JUNIPERUS 5, TAMARISCIFOLIA TAM JUNIPER 5 GAL. 3'O.0 13 PITT05PORUM 'VAKIEGATA' MOCK ORANGE 5 GAL. 31 O.C. 81 RHAMNU5 CALIFORNICA COFFEEBERRY 1 GAL. 51 O.C. 29 SALVIA CLEVELANDII N.C.N. 5 GAL. 4'O.C. 39 "~ T T I Q TKICHO57-EMA LANATUM WOOLLY BLUE CURLS 5 GAL. 4'O.C. 28 VIBURNUM SUSPENSUM SANOANKWA VIBURNUM 5 GAL, 6'O.C. 54 J.. / VINES BOUGAINVILLEA 'SAN DIEGO RED' BOUGAINVILLEA 5 GAL 36"O.C. 6 I 0I5TIC76 'RIVER5' ROYAL TRUMPET VINE 1 GAL. AS SHOWN 3 T �A- LONICEKA HILDEBRANDIANA GIANT BURMESE HONEYSUCKLE 1 GAL, 4'O.C. 8 T T T R05A BANK51AE LADY BANKS R05E 1 GAL, 4'O.C. 44 T T / / / PERENNIAL5 HEMEROCALLI5 HYBRIDS (EVERGREEN) DAYLILY 1 GAL 24"O.C. 1 / � GROUNOCOVERS 15ACCHARI5 PILULARIS 'TWIN PEAKS' DWARF COYOTE BRUSH 1 GAL. 3'O.C. a COTONEA5TER HOKIZONTALIS ROCK COTONEA57-EK 1 GAL. 6'O.C. COTONEA5TER LACTEUS PARNEY COTONEASTER 1 GAL. 6'O.C. OR05ANTHEMUM H15PIDUM ICE PLANT FLATS 18"O.C. % GAZANIA LEUCOLAENA TRAILING GAZANIA FLATS 12"O.C. JUMPEKU5 CHINENSIS 'PFITZERANA' PFITZEK JUNIPER 1 GAL 5'O.C. T / LONICERA JAPONICA 'HALLIANA HALL'S HONEYSUCKLE 1 GAL. 50,C. T T / / NON IRRIGATED GRASS MIX 5EE SCHEDULE THIS SHEET NON-IRRIGATED NATIVE PLANT MIX SEE SCHEDULE THIS SHEET NON-IRRIGATED NATIVE PLANT HYDROSEED MIX: NON-IRRIGATED GRASS MIX: (TEMPORARILY IRRIGATED UNTIL ESTABLISHED) SPECIES PURITY/ LBS/AC R E AVAILABLE FROM S 6 S SEEDS (8o5) 684-0436 PURITY LBS/ACRE GERM. 1~A — / I / SPECIES /GERM. FESTUCA MEGALURA 95/80 4 95/70 4 ATRIPLEX SEMIBACCATA 90/60 4 PHACELIA CAMPANULARIA 95/75 1.5 BROMUS CARINATUS 9 4 9/60 8 3 SISYRINCHIUM BELLUM 40/35 95/75 4 C[STUS CORSICUS STIPA PULCHRA ELYMUS GLAUCUS 90/80 8 ESCHSCHOLZIA CALIFORNICA 95/75 y ENCELIA CALIFORNICA 4o/6o 3 ACHILLEA MILLEFOLIUM 95/70 y NORTH �Q`pNDSCgpF ESCHSCHOLZIACALIFORNICA 88/75 y PLANTAGOINSULARIS 95/75 40 ^W ION LP�OSWELL�CS I HORDUEM CALIFORNICUM 90/80 8 1 s ea LU INUS BICOLOR 8/8o y 90/60 5 y MIMULUS AURANTIACUS PUNICEUS 9 3 90/60 6 !0.1/03 MELICA CALIFORNICA 2/55 y 20 10 O 20 40 00 NASSELLA CERNUA 80/50 6 SHEET KEY SCALE: 1"= 20' oF CALi�o� I VULPIA MICROSTACHYS 90/60 6' ` USE 3 LBS./ACRE OF VULPIA IN PERMANENTLY IRRIGATED AREAS. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPARTMENT D DESCRIPTION: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I c • PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEN ED APPR TM 98-MU 98-03 HORIZONAL 1 20'-0" ENCINITASOLJNTRY�A'SCHOOL LOCATION: DATE: 10/21/03 BY: BY: FLANTINIi'3AN RECORDED FROM VERTICAL N/A BY: R.L.A. NO #2645 Z/3� � �4 ELEVATION: DATUM: VERTICAL JON L. POWELL DATE: DATE: 4 SATE: EXP i i/30/05 ® WORK PROJECT NO. TM 98-MUP98-039 ISHEET 17 OF 20 WO 505-0704-600 DATE: L_g DPA JOB #98-028 APRIL 18, 2000 JUNE, 2001 FORM 3" WATERING BASIN WITH EQUAL CUTTING OR CONTAINER GROWN 5ACKFILL SOIL MIX. NS GROUND COVER PLANT PER PLANS TALL BREATHER ROOT BALL P (BA BREATHER TUSE(S) FOR 15 GAL. 5 TUBES ON ALL TREES IZE 5 OR 15 GALLON TREE AND SHRUBS PER THE ND5 SLOTTED GRATE - PIPE 5IZE AND LARGER - SEE DETAIL. FOLLOWING SCHEDULE: (6) TREE TIES PER SPECIFICATIONS. 5PACE FINISH GRADE 1, 5, OR 15 GALLON CONTAINER TREE A5 5HOWN. INSTALL PER MFR. 1&5 GALLON NONE c sas9 RIO SAN DIEGO DR OR SHRUB w RECOMMENDATIONS ° DUCT TAPE OVER HOLES WITHIN 6"OF 2" PIA. X 10' LONG TREATED LODGE POLE PINE 15 GALLON (1)- ,3" FINISH GRADE STAKES, INSTALL TRUE AND VERTICAL. DRIVE ° SUITE mm 2"MULCH LAYER INTO UNDI57"UR5E0 SOIL ADJ, TO ROOT BALL. 24"BOX (2)- 3" : • ' NOTE: FOR 24"BOX TREE, USE 3"DIA. TREE R161D PERFORATED HANCORE PIPE SEE SAN DIEGO,CA 92 a n �w SCHEDULE AT LEFT FOR SIZE ANP o STAKE. 111 NUMBER PER PLAN 1 vmL- 619.294.9012 "REQUIREMENT FOR I . " ROOT PLANT 50 ROOT BALL 151/2 TO 314 TREE TIE DETAIL :' III ORAINGARD SOCK SHRUBS MAY BE Fax. 619.294.9028 ABOVE FIN13H GRAPE (AFTER d ' . BALL 5ACKFILL MIX HA5 SETTLED) OMITTED BY 1N_ BACK FILL MIX PER SPECIFICATIONS o LANDSCAPE ARCH. IF SOIL CONDITIONS PIT 5ACKFILL MIX PER SPECIFICATION5 8007 PERMIT BALL w PLANTING PIT FERTILIZER TABLETS PER 5PECIFICATION5. 2X ROOT BALL INSTALL 50 THEY TOUCH THE ROOT BALL. ALL GROUND COVER TO BE PLANTED L "CROSS" TIE BETWEEN STAKE AND BREATHER TUBE TO EXTEND TO FULL AT EQUAL TRIANGULAR SPACING TREE A5 5HOWN. DEPTH OF PLANTING HOLE PER THE ON CENTER SPACING 1-112"GALV. ROOFING NAIL NOTED IN THE PLANT LIST A I, 5, & 15 GALLON AND BOX CONTAINER PLANTING R DOUBLE TREE STAKING DETAIL BREATHER TUBE GROUND COVER PLANTING NO SCALE y NO SCALE NO 5CALE i NO SCALE NOTE: TAG 5ACKFLOW PREVENTER FOR RECLAIMED WATER KEOUGEO PRESSURE FOR RECLAIMEPWATERREVENTER NOTE: BACKFLOW PKEVENTEK BALL VALVE PER LEGEND POP UP ROTOR OR SPRAY PRESSURE REGULATOR TO BE WILKENS W/GATE VALVES AND LINE SIZE HEAD PER LEGEND 500 PR W1 HIGH RANGE SPRING KIT. TEST COCK5 FINISH GRADE SHORT 5RA55 NIPPLE III VIIIIII 5CH50 PVC CLOSE NIPPLE SHORT 5RA55 NIPPLE 5RA55 ELL FIN13H GRADE 10" ROUND VALVE BOX PER SHORT BRASS NIPPLE oll VIII— VIII III— I— III RECLAIMED WATER FOR it CL05E NIPPLE = RAINBIRD - 5A-6050: 6" LONG, TYP. _ BRASS UNION SHORT 5RA55 NIPPLE , PVC UNION 112"MPt X 112"SWING ASSEMBLY �/— 5RA55 UNION 5CH80 PVC 45 ELL O M I T T E D PRESSURE REGULATOR (4 REQUIRED) VALVE ALVE ATE N 5CH50 PVC MAINLINE- TBE 5CH 80 PVC NIPPLE - V CONC. PAD 6"LARGER THAN UNIT ,51ZE PER PLAN LENGTH AS REQUIRED FIN15H GRAD N ALL DIRECTIONS - 3" THICK '° b °o •: °e '° b;e° b °sa •° °� •° o °s> 4 BRICK SUPPORTS (EACH (8"MIN) CORNER)COPPER PVC LATERAL LINE - 5EE PLAN OR 5RA55 RISER olligi >u _ — FOR 51ZE ail 111° °1- a u1 THREADED 5RA55 RISER FLOW PVC OR PRE-A55EMBLED COPPER OR 5RA55 1111 1I STREET EEL INLET PIPE PVC OUTLET PIPE TH90x5x5 5CH 80 PVC TEE TO 5Y5TEM MAINS d d d d d 1 CU.FT. CKU5HEO GRAVEL 0, � O.°�• 4 Y d d d d d d Y ° °Op ° ° ° ° ° ° ° ° 5CH 80 PVC MALE ADAPTER COPPER OR BRASS ELL BRASS ELL ' LINE SIZE TO VALVE THREAD 51ZE CONC. THRUST BLOCKS E REDUCED PRESSURE BACKFLOW PREVENTER F, BALL VALVE DETAIL G H POP-UP ROTOR OR SPRAY HEAD DETAIL N.G5. NOTE: TAG BACKFLOW PREVENTER NO 5CALE NO SCALE NO SCALE FOR RECLAIMED WATER NOTE: 5xT SCH 40 PVC FITTING RAIN GUARD RAIN SHUTOFF#RG W/RGVK INSTALL FLOW SENSOR ON MAINLINE IN. 6TAINLE55 STEEL VANDAL GUARD NOTE: TAG BACKFLOW PKEVENTEK PER MFG'R INSTRUCTIONS. INSTALL WATERPROOF WIRE CONNECTOK5 FOR RECLAIMED WATER FINISH GRADE VALVE BOX OVER SENSOR. A ° CONTROLLER A55EM5LY IN VALVE BOX- INSTALL 1"ABOVE FIN5H 5TAINLE55 STEEL ENCLOSURE. 10"ROUND VALVE BOX MARK LID GRADE. MARK LID WITH "RVC"AND CONTACT PACIFIC TECHNICAL 24"x 1" PIA 5TATION NUMBER 5ERVICE3, (714) 737- 4010 WITH "QCV" WIRE COILS 1111=1111°1111=1111 1111=III 11=1111: ON/OFF SPEC. #CA1-R51-24 W/35K REMOTE & 1111=1111=1111= =IlII_IIII=1111 FINISH GRADE 1=1111=1111=1 1=1111=1111=1 QUICK COUPLER VALVE PER SWITCH DATA INDUSTRIAL HFO-200-K 11=1111=1111 III=_IIII= IIII=rill= '� =I�Il a LEGEND = _ '< - _ _ L GFIDUPLEXOUTLET 1111111 II IIIIIyI- 1=1111=1 III 111111=11 REMOTE CONTROL VALVE =1 = 1, STAINLE55 5TEEL CLAMP- I=II Till°i i T 30"LONG x 22"WIDE x 10"DEEP (2) REQUIRED I CONCRETE FOOTING. 5ET p PVC MALE ADAPTER - SPECIFIED LINE 51ZE 1 CU, FT. CKU5HE0 GRAVEL TO VALVE THREAD 51ZE ENCLOSURE ON FOOTING PER MFGR`S RECOMMENDATION5 314"0"5RA55 TBE NIPPLE PVC UNION - SPECIFIED LINE 51ZE N 'fin 'moo _ • =lin °• ° lil= FINISH GRADE BRICK SUPPORT- FULL PERIMETER UF. DIRECT BURIAL WIKE5 TO � °mod �- I � �° ' � �¢ �� I'll REMOTE CONTROL VALUES- IN o o o 314"THRDxTHRD SCH 80 PVC ELL `r PVC LATERAL - SEE PLAN FOR 5IZE o a o m o- CONDUIT TO 3'FROM CONTROLLER ` BRICK SUPPORT- FULL PERIMETER 2"5CH 80 CONDUIT WITH SWEEP ELL FOR CONTROL — --- 1"X24" LONG GALV. PIPE STAKE ..__.__ 1 CU.FTCRUSHED GRAVEL 30„ WIRES 314",5CH 80 TBE NIPPLE 5CH 80 PVC CL05E NIPPLE - VALVE THREAD SIZE 3/4"SCH 80 CONDUIT WITH 314"5CH 50 PVC 5TKEET ELLS - SWEEP ELL FOR 120V AC (2) REQUIRED PVC MAINLINE- SEE PLAN FOR 51ZE ELECTRICAL SERVICE DSC4p, PRESSURE MAIN LINE PIPING WITH MAIN 3/4"7'HKPx5x5 PVC TEE LINE F17-7-ING (DEPTH A5 REQUIRED) ON L POWEU COMMON CONTROL WIRES TO CONTROLLER V �naas LOCATION y QUICK COUPLER VALVE DETAIL REMOTE CONTROL VALVE DETAIL IRRIGATION CONTROLLER ENCLOSURE DETAIL I T K �. �•�°3 NO 5CALE J NO SCALE NO 5CALE 9 �""'° ��A CALOOS REVISIONS A PROVEE DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPARTMENT DESIGNED BY DRAWN R7=77 CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION- PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND [) APP TN[ 8— LOCATION: HORIZONAL NSA DATE. 10/21/03 BY: 117A BY; pit ENCINITAOLJNTR�A�CHOOL RECORDED FROM: R.L.A. Nn #2645 PLANTIN®FRRIGATIOI`Y�ETAILS 8 ELEVATION: DATUM ERTICAL N/A BY: JON L. POWELL DATE: 3/ o4 DATE: ogre: EXP. 11/30/05 WORK PROJECT NO, TM 98- SHEET 18 OF 20 WO 505-0704-600 DATE: L-9 OPA JOB #95-025 APRIL 18, 2000 JUNE, 2001 - - - • - - - SECTION oa8ii 2.o6 WIRING 2. Allow for settlement. In the event of backfill settlement,the Irrigation Contractor shall perform required repairs at this own cost. Contractor shall be responsible for any settling of trenches from his work for a period of one IRRIGATION SYSTEM A. Control Wire: Awg-uf,*14 min, direct-burial type. Common wire shall be black Use alternate colors(s)for control year from acceptance by owner. ±`^ wires. 3. Trenches shall be backfilled promptly after the open trench inspection. PART I: GENEItAL R Wire connections: Made with"Pen-tite"connectors(or equal). Locate mid wire splices in pull box(8"round plastic valve box). 3.07 ELECTRICAL RECLAIMED WATER SPECIFICATIONS-add to the irrigation specification sections noted 1.01 QUALITY ASSURANCE RIO SAN DIEGO DR C. Higher voltage connections or no v shall be made by clamp and shall be weather protected per local codes. A. Verify power sources as shown on the drawings. ),wasp 1.01 QUALITY ASSURANCE A. All local,municipal,county and state laws, safety orders, rules and regulations governing or relating to any portion of the work depicted on these plans are hereby incorporated into and made a part of these specifications,and their D. Other equipment shall be as specified in the irrigation legend on the drawings. B. The contractor shall be responsible for making no volt electrical connections to the automatic controller,and for SUITE awe 1. This irrigation system is designed for reclaimed water use. All piping, equipment and irrigation provisions shall be carried out by the contractor. Notify the Landscape Architect prior to installation in the event any connecting remote control valves to the controller. All electrical work shall be in accordance with local codes and/or practices shall be in accordance with the local Water District Standards for reclaimed water equipment or methods indicated on the drawings or specifications conflict with local codes. 2.07 CONCRETE THRUST BLOCKS ordinances. SAN DIEGO,CA 920 for irrigation use. _ B. Verify the locations of all existing utilities,structures,and services before commencing work The locations of A Install thrust blocks as detailed at all bends or corners on z 1!2"O.D. or larger pressure mainline. C. Control wires shall be installed with one foot of excess wire(coiled)at the 2.03 PLASTIC PIPE AND FITTINGS utilities,structures,and services shown on these plans are approximate only. Any discrepancies between these plans e nd of each wire run,and at too foot intervals for runs over too feet. rmL. 619.294.9D4 and actual field conditions shall be reported to the Owner or Landscape Architect. B. Install thrust blocks at base of risers for backflow preventers as detailed. G. All plastic pipe shall be continuously and permanently marked with the following information: D. Run one extra hot wire and one common wire to the end of each circuit. w.ex. 619.294.902 "RECLAIMED WATER- DO NOT DRINK"(minimum 3"wide). C. Obtain the pertinent engineering and or architectural plans before commencing work 2.08 ASSEMBLIES E. Control wires shall be bundled with tape at to'intervals and located under the irrigation mainline. 2.07 EQUIPMENT D. Obtain and pay for all necessary permits and inspections required by authorities stated above to perform the work A. All threaded pipe and fittings shall be assembled using Teflon tape or equal,applied to the male threads only. indicated herein before commencing work 3.08 PRESSURE TESTING Prior to backfilling irrigation trenches: B. Quick coupling valves, controllers, remote control (automatic)valves, ball valves, gate valves, 2.09 EQUIPMENT sprinkler heads back flow prevention units and other equipment Shall be marked for E, Notify the Landscape Architect prior to commencing work,and be responsible for coordinating work with the Owner, A. All mainlines in the system shall be capped and hydrostatically pressure tested at 125 P.S.I,for a period of zq hours p p Landscape Architect,other construction trades,and governing agencies. Cause minimum interference with the work, A. Quick coupling valves,controllers,remote control(automatic)valves,ball valves,gate valves,sprinkler heads,backflow with o P.S.I leak down. Any leaks found shall be corrected by removing and replacing the leakin g pipe or fittings,and reclaimed water, materials,or equipment of other contractors. prevention units,and other equipment shall be as specified in the irrigation notes and legend on the drawin installing new material in its lace. P ga g drawings. 8 p C. Quick coupling valves shall have purple rubber or vinyl covers with the warning RECLAIMED WATER- DO NOT DRINK" in both English and Spanish. Install in round valve F. Irrigation plan is diagrammatic only. Refer to the irrigation legend and details for equipment and installation. 2.10 VALUE BOXES B. All laterals shall be pressure tested at design pressure for four hours, boxes as detailed. G. Notify the Landscape Architect prior to commencing work in the event of conflicts between the drawings and A. All remote control,gate,ball,and isolation valves shall be housed in plastic valve boxes as detailed. Valve boxes shall C. The contractor shall not allow or cause any of this work to be covered until it has been inspected,tested,and D. All remote control (automatic)valves, ball valves pressure reducing valves and gate valves shall specifications, be as manufactured by Brooks or equat approved by the Landscape Architect. be tagged with a weatherproof plastic, 3"x 4"purple tag with the words "WARNING RECLAIMED H. Prior to the subtr scion of abid,the contractor shall examine the site and the complete drawings and specifications B. Valve boxes shall be lock top or bolted. Provide two keys tr nimum for lockable boxes. D. Contact Landscape Architect a minimum of 48 hours prior to performing pressure tests. WATER- DO NOT DRINK" on one side, and"AVISO-AGUA IMPURA- NO TOMAR" on the other side. for the project in addition to the sprinkler irrigation portion of the work. Imprinting shall be permanent and black in color, as manufactured by Christy Enterprises or equal. C. Valve box lids shall be marked as noted in the details. 3.09 FLUSHING Attach to valve stem or solenoid wire with plastic tie wrap. 1.02 SCOPE OF WORK zn CHECK VALVES A. After all new PVC pipe,lines,and risers are in place and connected,all necessary diversion work has been completed, 2.08 VALVE BOXES A. The work consists of furnishing all labor,materials,machinery,and processes required to complete the sprinkler and prior to the installation of heads,the control valves shall be opened and a full head of water used to flush out the irrigation system as shown on the drawings and described herein. A. Swing check valves z"and larger shall be zoo pound W.O.G.bronze construction with replaceable composition system. D. All remote control, gate, ball, and isolation valves shall be housed in purple plastic valve boxes neoprene or rubber disc meeting or exceeding federal specification ww-V-5tD, Class A,type IV. as detailed. Valve boxes shall be as manufactured by Brooks or equal. All valve boxes shall B. The intent of the drawings and specifications is to indicate and specify a complete sprinkler system,installed ready B. Cap off each head in sequence,from the control valve to the end of the line. Proceed to the next head only after the have a reclaimed water warning permanently molded Or affixed with rivets to the lid. Warnings for use without further cost in labor or material to the owner. B. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall flow of water is clean and free of dirt,grit,and particulate matter. Shall read "RECLAIMED WATER- DO NOT DRINK"in both English and Spanish. Valve box lids Shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of head also include the international "Do not Drink" symbol(a glass Of water with a Slash through it). C. The contractor shall be responsible for all work to be performed under this contract. No subcontractor shall relieve Anti-dram valve shall be Valcon ADV or approved equal. 3.10 SPRINKLER COVERAGE the contractor of his liability to complete the work as shown on the drawings and specifications in a timely manner. 3.13 RECORD DRAWINGS PART 3: EXECUTION A. Irrigation Contractor shall adjust all sprinkler heads to ensure an even coverage and to keep spray off of buildings, 1.03 PROTECTION walls,walks,and drives. C. The controller cabinet shall also contain a warning label notifying that the system contains 101 SITE CONDITIONS reclaimed water that is unsafe to drink. A. Use all means necessary to protect all materials of this section before,during,and after installation and to protect all B. Adjust sprinkler heads on a daily basis as the system is being balanced throughout the construction and maintenance objects designated to remain. A All scaled dimensions are approximate. The contractor shall check and verify all dimensions on the site prior to periods. Overspray and overwatering are to be kept to an absolute minimum. proceeding with the work of this contract. B. In the event of damage,or theft immediately make all repairs and replacements necessary at no additional cost to the C. If it is determined that adjustments in the irrigation equipment or nozzle changes will provide proper and more Owner. B The installation of all sprinkler materials,including pipe shall be coordinated with the planting plans to avoid adequate coverage,make necessary changes without additional cost to the owner, interfering with tree,shrub,or other plant locations. C. The Contractor shall protect all existing utilities and features on and adjacent to the project site from damage as a 3.n EQUIPMENT TO BE FURNISHED result of construction or malfunction during construction. Contractor shall repair, at his own expense,all damage 3.02 WATER SUPPLY resulting from his operations or negligence. A. The contractor shall provide two sets of sprinkler wrenches for adjusting,cleaning ,or disassembling each type of A. The contractor shall connect to the water source as indicated on the drawings. Verify static pressure as stated on the sprinkler. Provide two keys for each automatic controller. Provide two quick coupler keys with hose swivels. Provide D. The contractor shall carefully note all finished grades before commencing work Any finished grade changed during plans prior to beginning work Notify the Landscape Architect promptly if static pressure or point of connection differ two each of any special tools required for other equipment. the course of his work shall be restored to the original contours. from that shown on plans. B. Two service manuals for all equipment shall be furnished to the owner. Manuals may be loose leaf and should show Loo SUBMITTALS 3.03 SPRINKLER HEAD LOCATIONS drawings or exploded views of equipment and catalogue number. Operating instructions for all equipment shall be furnished. A. The Contractor shall furnish the articles,equipment,materials or processes specified in name on the drawings. No A. Layout sprinkler heads and make minor adjustments required due to differences between site and drawings. Any such substitutions will be allowed without prior written approval by the Landscape Architect. Equipment or materials deviations in layout shall be within the intent of the original drawings,and without additional costs to the owner. 3.12 CLEAN-UP furnished or installed without the prior approval of the Landscape Architect may be rejected and the contractor When directed by the Landscape Architect the layout shall be approved prior to installation. required to remove such materials from the site at his own expense. A. Upon completion of the work,make the ground surface level,remove excess materials,rubbish,debris,etc.and B. Do not willfully install the sprinkler system as indicated on the drawings when it is obvious in the field that unknown remove construction and installation materials from the premises. B. Submit catalogue data and full descriptive literature for approval of items different than those specified. obstructions or grade differences exist that might not have been considered during engineering Such obstructions or differences shall be brought to the attention of the Landscape Architect. 3.13 RECORD DRAWINGS C. Submit record drawings in accordance with Part 3. 3.04 VALVE LOCATIONS A. The contractor shall furnish to the Owner a complete set of"as-built"drawings on reproducible sepia,and two PART a: PRODUCTS blueline prints,showing exact locations of all items installed. Corrections and changes are to be drawn in black ink A. Backflow prevention devices shall not be located in turf areas unless specifically indicated on drawings. Drawings are to be legible and accurate. Dimension locations of valves,mainlines,control wires,water sources,and 2.01 General other equipment from two visible stationary points. These are to be delivered on or before final inspection and B. Check valves and anti-drain valves shall be installed where indicated, and where necessary to prevent water flow approval. A. All equipment and materials shall be new and unused prior to installation. from lower elevation sprinkler heads when irrigation system is turned off. B. A reduced irrigation plan indicating all irrigation systems and their appropriate sequenced control valve shall be 2.02 Galvanized Pipe and Fittings C. Paint valve and controller number on top of automatic value box lids. Secure a plastic tag with the valve number laminated in mylar and mounted on the inside cover of each irrigation controller. The drawing shall clearly show embossed onto each automatic valve. locations of mainline,numbered control valves(and manifolds),shut off valves,and valve coverage areas. A. Galvanized pipe shall be A.S.A. Schedule 40 galvanized mild steel screwed pipe,sizes as noted on the plans. 3.05 PIPE DEPTH 3.14 INSPECTIONS B. Fittings to be used with galvanized pipe shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. A. All pressure mainlines shall be buried eighteen(t8)inches deep,minimum. A. In no event shall the Contractor cover-up or otherwise remove from view any work under this contract without the prior approval of the owner. Any work covered prior to inspection shall be uncovered by the Contractor at the 2.03 Brass Pipe and Fittings B. All lateral piping shall be buried twelve(t2)inches deep,unless otherwise indicated Contractor's expense. A Brass pipe shall be heavy wall type,with threads complying to AS.A.specifications. C. Pressure mains under paving shall be 3o"deep minimum. Non-pressure laterals under paving shall be 24"deep B. Mainline pressure test and trench depth inspections shall be made prior to backfilling of trenches. minimum. B. Fittings to be used with brass pipe shall be case brass or case bronze threaded joint,and shall comply with A.S.A. C. When the irrigation system is completed and prior to planting,the Contractor shall in the presence of the Owner's specifications. Threads on pipe and fittings shall be taper type. 3 o6 TRENCHING AND BACKFILLING authorized representative perform a coverage test on all planting areas to ensure it is complete and adequate. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage at his 2.04 Plastic Pipe and Fittings A. Make all excavations in open cut to width and depth necessary to construct the work in accordance with the Drawings own cost. and or as specified by the Landscape Architect. Exercise carefully to carry the excavation to the proper line and grade A. Plastic pipe shall be extruded from t00%virgin polyvinyl chloride(PVC)type i,grade n(class 1220)as manufactured by and to provide an even,uniform bearing surface for all piping. D. Notify the owner in writing seven days prior to final inspection at the end of the maintenance period Final Lasco,johns-Manville,or equal. inspection will be to insure that the system is fully operational,and that all heads,valves,and watering sequences B. The minimum allowable trench width is eight inches(8"). have been adjusted for the proper irrigation of the plantings. B. All plastic pipe shall be continuously and permanently marked with the following information: manufacturer's name, nominal pipe size,PVC 1220, SDR(standard dimension ratio or pressure rating in psi). C. Hand trim excavations to required elevations. Do not over excavate. Remove large stones or other hard matter E. Show evidence that the owner has received all required accessories,charts,record drawings,etc.at the time of final which could damage pipe, inspection. The maintenance period may be extended if these materials have not been delivered. C. Pipe shall be of the size and class or schedule as noted in the irrigation legend. Exposed pipe shall be"Brownline" UVR PVC or equal. Pipe used in non-potable water systems shall be"Alertline"or equal,purple in color throughout, D. Sand Bedding 3.15 MAINTENANCE AND GUARANTEE and continuously marked"Caution Reclaimed Water". 1. When stones over one inch 61 in any dimensions,hard pan,dry hard-packed soil,or other soils that cannot be A. Irrigation Contractor shall maintain the irrigation system for a period of ninety(9o)days after pre-maintenance walk- D, Plastic fittings shall be PVC it,IPS,Schedule 4o NSF and Schedule Be threaded and or slip fittings as shown in the shaped to provide uniform bedding are encountered at the grades at which pipes are to be laid,bed the pipe in thou,and shall water on a daily basis,or as required by plantings and weather conditions. details. - sand. Use bedding material consisting of clean,dry pit-run sand,all passing a*4 screen. Provide sand reasonably free from organic matter. Install bedding not less than six(6")deep. Extend bedding to the B. Irrigation Contractor shall guarantee the entire irrigation system as to materials and workmanship for a period of one �33DS CAA F E. All threaded nipples shall be standard weight schedule 8o molded threads. Threaded nipples exposed above grade horizontal diameter of the pipe as shown on the Plans. Lay all sand bedding against rock Or undisturbed earth. (t)year from final acceptance by the Owner. Should any operational difficulties in connection with the irrigation q`�q shall be a in color. It is the responsibility of the Contractor to determine the nature of the material(soil)to be encountered at system develop within the guarantee period,which in the opinion of the owner may be due to workmanship or JON L POWELL P gray P ty ys P S P P Y P msas elevations where pipe is to be laid. All costs for and bedding are to be included in the Contract Bid Price. materials,said difficulties shall be immediately corrected by the Contractor at no additional cost to the owner. iae unaos ,� in F. Solvent to be used for joining plastic pipe and fittings shall be as per the pipe manufacturers recommendations. Manufacturers warranties shall not relieve the Contractor of his liability under the guarantee. E. Backfilling 2.05 SLEEVING 1. Backfill for trenching shall be compacted to dry density equal to the adjacent undisturbed soil in planting areas, �� •03 A. Sleeve all mainline and lateral lines with PVC. SCH.40 pipe twice the diameter of the sleeved line where it passes and to 9o%under paved areas. Backfill shall conform to the adjacent grades without dips,sunken areas,humps, 9 of CALVE under paved areas wider than four feet. Extend sleeve 12"beyond the edge of the pavement. or other irregularities. Place excavated material in six inch(6")layers,loose measure,and thoroughly tamp END OF SECTION under and around the pipe across the full width of the trench. Provide moist,not wet,backfill. Include no stones larger than two inches(z"). REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPARTMENT DRAWN BY 1 CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. O o* • DESCRIPnora PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND D APPR T]`/j 9$- ENCINITAS COUNTRY DAY SCHOOL ORIZONAL N/A DATE 10/21/03 BY: BY: LOCATION: IRRIGATION SPECIFICATIONS RECORDED FROM: #2645 ERTICAL NSA BY` JON L. POWELL R.L.A. NO DATE: �';L� - 4- DATE: - � ELEVATION: DATUM DATE: EXP. 11/30/05 WORK PROJECT NO, TM 98- SHEET 19 OF 20 WO 505-0704-600 DATE: L-io OPA JOB #98-028 APRIL 18, 2000 JUNE, 2001 I SECTION o29e5o 2.03 SOD B. Prepare sod bed as noted for soil preparation and fine grading. 3.16 GUARANTEE � A TREES, PLANTS AND GROUND COVERS A. Sod shall be machine cut at a uniform soil thickness of 5/8" 1/4 Measurements for thickness shall exclude top C. Roll areas to be sodded lightly to eliminate air pockets. Water thoroughly to a depth of at least 6". Regrade if settling A All shrubs,ground covers,lawn areas and 5 gallon size trees or less shall be guaranteed as to growth and health for a growth and thatch. Individual pieces of sod shall be cut to a standard length and width. Broken rolls or slabs,and occurs, period of ninety(9o)days after final acceptance by the owner. r5 gallon and all box sized trees and larger shall be torn or uneven ends will not be acceptable. Standard size sections of sod shall be strong enough to support their own guaranteed for a period of one year after final acceptance by the owner. PART x: GENERAL weight from a firm grasp on the upper to%of the section. D. Unroll sod in the same direction each time. Sod shall be laid in a staggered pattern,with no gaps or voids. Start laying sod along the longest straight edge and at the bottom of slopes. B. Plants which die or loose more than thirty percent(30%)of their leaf or branching structure shall be replaced under some RID SAN DIEGO DR. 1.01 SCOPE OF WORK 2,04 HEADER MATERIAL this section. E. Peg both ends of sod laid on slopes of;a or greater with wooded pegs. SUITE 370 A Furnish all labor,materials,and equipment to provide,install,and maintain soil preparation,headers,finish grading, A Concrete headers and mow strips shall be installed in accordance with the plans and details. Forms for headers and G The Contractor,within fourteen(14)days of written notification by the owner,shall remove and replace all guaranteed planting,and establishment period as described herein and on the plans. mow strips shall be staked at 4'intervals,and all forming shall be approved in the field by the Landscape Architect F. Water sod within 30 minutes of laying.. If sod ends against an open bed of soil,mound the soil against the sod edges plants which for any reason fail to meet the requirements of the guarantee. All plant materials replaced shall be prior to pouring, to prevent drying. Water thoroughly at the end of the day all sod placed that day to penetrate the soil at least 6", guaranteed for the original period,beginning with the date of replacement SAN DIEGO,CA o2vos B. The Contractor shall adequately protect the work,adjacent property,and the public,and shall be responsible for any damage,injury,and loss due to his acts or negligence. B. Forming stakes shall be at least one inch by two inches,of length necessary to extend into solid ground at least G. Roll all sodded areas with a roller weighing approximately r6 pounds per lineal inch to compact the soil around the twelve inches. roots and provide a smooth even mowing surface. TEL. 619.294.9042 C. Work not included:Rough grading. END OF SECTION C. Wood header shall be installed in acm;rdance with the plans and details. Wood shall be z'x 4"or I'x 4"rough, 3.09 FLATTED GROUND COVER FAX. 619,294.9028 1.02 QUALITY ASSURANCE construction heart redwood,free from splits. Wood stakes shall be z"x 4"x 18"long construction heart redwood, secured to the header with izD common galvanized nails. Header shall be nailed at 4'Intervals. A. Rooted cuttings shall be planted sufficiently deep to cover all roots,and shall be spaced as noted on the drawings. SECTION oz945 A. Verify the locations of all existing uulities,structures,and services before commencing work. The locations of - utilities,structures,and services shown on these plans are approximate only. Any discrepancies between these Plans 2.05 TREE STAKES B. Rooted cuttings shall have been grown in flats and shall remain in those flats until time of transplanting. At time of HYDROSEED 1 N G and actual field conditions shall be reported to the Landscape Architect. transplanting the soil shall contain sufficient moisture so that the soil does not fall apart when lifting plants from the A. Tree stakes shall be z"diameter by 1o'long new lodge pine poles treated with copper napthenate unless otherwise flat. Each plant shall be planted with its proportionate amount of soil in a manner that will ensure a minimum of B. Protect all existing utilities and features on and adjacent to the project site during construction. Contractor shall noted disturbance to the root system. PART 1: GENERAL repair,at his own expense,all damage resulting from his operations or negligence. PART 3: EXECUTION C. Rooted cuttings shall not be allowed to dry out or wilt before or during planting. Wilted plants will not be accepted. 1.01 QUALITY ASSURANCE C. The Contractor shall obtain the pertinent engineering and or architectural plans before commencing work. 3.01 SCHEDULING D. At the time of planting each ground cover plant,the earth shall be firmed sufficiently to force out air pockets. Water A. Protect all existing utilities and features on and adjacent to the project site during construction Contractor shall D. Notify the Landscape Architect prior to commencing work,and be responsible for coordinating work with the Owner, ground cover beds immediately after planting. repair,at his own expense,all damage resulting from his operations or negligence. Landscape Architect,other construction trades,and governing agencies. A. Planting shall not commence until completion of all construction work,grading,soil preparation,weed control and sprinkler installation. 3.10 MULCHING B. Obtain the pertinent engineering and or architectural plans before commencing work E. The planting plan is diagrammatic,and all plant locations depicted thereon are approximate. Plant symbols take precedence over plant quantities specified,if any. Notify the Landscape Architect of discrepancies between quantities 3.02 PRE-PLANTING A When planting operations are complete and shrub areas have been raked and dressed,mulch all shrub areas with a z" C. Notify the Landscape Architect prior to commencing work,and be responsible for coordinating work with the owner, r and symbols shown. layer of shredded fir bark(Walk-on Bark or approved equal). Mulch flatted ground cover beds prior to planting. Landscape Architect,and other Construction trades. A. Apply"Round-up"systematic herbicide(or approved equal)per manufacturer's specifications to existing undesired ` F. Prior to planting,the irrigation system shall be fully operational and all planting areas shall be-thoroughly moistened vegetation ten(10)days prior to commencement of any planting or irrigation work 3.11 PROTECTION AND CLEAN-UP D. Prior to hydroseeding,the irrigation system shall be fully operational and all planting areas shall be thoroughly to a depth of 24 inches. moistened to a depth of 24 inches. B. All areas to be planted,which have a slope of za or less shall be cross-ripped to a depth of six(6)inches and soil A. The Contractor shall carefully and continuously protect all areas included in the contract,including lawn areas,plant G. The Contractor shall be responsible for and pay for all permits and Certificates of Inspection of plant materials that amendments spread evenly as specified and thoroughly blended-In per I,000 square feet. material,supports,eta until final acceptance by the Owner. Repair and/or replace any damaged areas at no 1.02 SUBMITTALS ° may be required by Federal,State,or other authorities. Copies of permits and inspection certificates shall be additional cost to the Owner. furnished to the owner without charge. C. Slopes steeper than 2:1 shall be raked smooth,but shall not receive soil amendments(except In plant pits)unless A. After the completion of rough grading, submit a soil analysis report from an authorized soil testing agency to the specified on the plans. B. After planting operations are completed,the Contractor shall remove all trash,excess soil,empty plant containers, Landscape Architect prior to commencement of work. Soil amendments listed on the drawings are subject to change H. Protect benchmarks,existing structures,fences,roads,sidewalks,lawns,and other finish surfaces against damage and other accumulated debris from the site. Leave the site in a clean,washed condition,removing all unused per this soil analysis. from equipment or other planting operations. Repair any damage at no cost to Owner. D. Maintain proof of delivery for all planting amendments on-site and available for inspection until acceptance of the material,trash,and tools. ' entire installation. B. If a plant(seed)in the hydroseed mix is found not to be suitable or available,the Contractor shall notify the -! 1,03 SUBMITTALS 3a2 INSPECTIONS Landscape Architect In writing prior to bidding. The Landscape Architect will select a suitable alternate and/or inform s 3.03 FINISH GRADING - Contractors of the availability of the seed. _ A. Obtain,pay for,and submit to the Landscape Architect a soil analysis report from an authorized soil testing agency to A. The Contractor shall give 48 hours notice and set appointments for the review of the following operations by the r the Landscape Architect prior to commencement of work. Soil amendments listed below are subject to change per A. Finish grading after soil preparation shall establish final flow lines and gradients for uniform water drainage. Flow Landscape Architect: PART a: PRODUCTS " this soil analysis, lines and gradients shall be established from the high point to the drainage outlet or an inlet structure. Finish grading 2.01 Hydroseed mixtures and rates of application B. If a plant is found not to be suitable or available,the Contractor shall notify the Landscape Architect in writing prior B. Rake-out and remove all rocks 1h inch diameter and larger from the top two inches of finished grade,except on Review of plant material after delivery to the site to bidding. The Landscape Architect will select a suitable alternate and/or inform contractors of the availability of the slopes steeper than 3:1. Tree and shrub placement prior to digging holes A. As noted on the plans. plant. Ground cover lines and headerboard placement '.. C. Finished grades shall be 1/z"below the top of curbs,sills,and walkways in lawn areas,t"below in planting areas. Pre-maintenance period walk-thru B. Hydroseeding suspension or slurry composition: C. Submit photographs from the nursery of trees tagged for shipment and installation on this project. Photographs shall Where sod is to be laid next to these improvements,finish ed grade before sod installation shall be 1-1/2"below the Post maintenance/Final Acceptance walk-thru show trees of size and branching structure typical of those supplied for each species. Landscape Architect reserves top. At locations where drainage is to flow across hardseape,the grade shall be flush,or no more than I/z°below 0 Seed mixture at required rate per acre the right to reject plant material on site which does not meet the standard established by the approved photographs. hardscaping. B. In the event the Contractor requests inspection of the work,and said work is substantially incomplete,the Contractor z) z000"Conwed mulching fiber per acre shall be responsible for the Landscape Architect's hourly charges and per diem. 3) 8o"/Acre Terra tact III,soil stabllant 1.04 MODIFICATIONS D. Maintain a minimum z%surface drainage away from all buildings in planting areas. Finished grades shall be raked and 4) Soo"/Acre 16-6-8 fertilizer smoothed to eliminate puddling or standing water and allow smooth,even flow. 3.13 COMPLETION AND WALK-THRU A. Design modifications may be made only as necessary to meet field conditions. Planting shall be located where shown PART 3: EXECUTION on the plans except where obstructions below ground or overhead are encountered,or as approved by the Landscape E. Float turf areas with a 4'wide minimum float. Roll all proposed turf areas and refloat to eliminate depressions. A. At the completion of all work as outlined on these plans,the Landscape Contractor shall contact the Landscape Architect Architect and schedule a review of said work("walk-thru")to determine that all aspects of work are complete. Work 3.01 EQUIPMENT 3.04 LAYOUT AND SPACING must be fully completed according to all drawings and specifications,and must be accepted by the Owner in writing B. Exact positioning of box trees will be determined In the field. Position materials as directed by the Landscape prior to commencement of the maintenance period. A Hydraulic equipment used for the application of the fertilizer,seed and slurry of prepared wood pulp shall be of the Architect. A. Stake locations of trees and outline planting areas as shown on plans. Obtain Landscape Architect's approval prior to "super hydroseeder"type as approved by the Landscape Architect. This equipment shall have a built-in agitation - - excavation of plant pits. Landscape Architect reserves the right to interchange or shift plant locations prior to 3.14 MAINTENANCE AND ACCEPTANCE system and operating capacity sufficient to agitate,suspend,and homogeneously mix a slurry containing not less than PART a: PRODUCTS planting. 44 of fibre mulch plus a combined total of q"fertilizer solids for each coo gallons of water. A. The Contractor shall continuously maintain all areas included in the contract during the progress of the work,through z.m PLANTING MATERIALS B. When plant material is spaced in rows,the total dimension shall be verified,and the plants equally spaced within the the establishment period and until final acceptance of the work B. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic designated area. When plant material is shown In a loose pattern,the Contractor shall space material as shown on spray nozzles which will provide a continuous non fluctuating discharge. The slurry tank shall have a minimum A Plants shall have a habit of growth that is normal for the species and shall be symmetrical,sound,healthy,vigorous, the plans and directed by the Landscape Architect, B. The Contractor shall maintain all plantings for a period of ninety(9o)calendar days after approval of completion and capacity of 1500 gallons and shall be mounted on a traveling unit,either self-propelled or drawn by a separate unit, and free of insect pests,plant disease,and injury. Trees shall not have crossing branches or weak branch structures notification in writing of the start of the maintenance period The maintenance period shall include the following which will place the slurry tank spray nozzles within sufficient proximity to the areas to be seeded. atypical of their species. C. Ground cover material shall be triangularly spaced per dimension shown on the plans, scope of work 3.02 PREPARATION B. Root bound plant material is not acceptable. Five gallon plants and larger shall be grown in their containers for a 3.05 PLANT MATERIAL INSPECTION 1. Dally watering of all plant material minimum of six months and a maximum of two years. All plant material shall be subject to inspection and possible A. The slurry preparation shall take place at the site of work and shall begin by adding water to the tank when the engine rejection prior to installation. A. Review by the Landscape Architect of the plants upon delivery shall be for quality,size,and variety only,and shall not z. Removal of all weeds from planting areas. Is at half throttle. When the water level has reached the height of the agitator shaft,good recirculating shall be In any way Impair the right of rejection for failure to meet other requirements during progress of the work. established and,at this time,the seed shall be added Fertilizers shall then be added,followed by wood pulp mulch. C. All plants shall equal or exceed the measurements specified In the plant list,which are minimum acceptable sizes. 3. Replacement of any dead,dying,or damaged trees,shrubs,or ground covers. 3.o6 PLANTING B. Mulch shall only be added to the mixture after the seed and when the tank is at least one third 0/3)filled with water. D. Substitutions for indicated plant materials will not be permitted without the prior written approval of the Landscape 4. Re-seeding or re-sodding of dead or damaged turf areas at ten day intervals. Architect. Substitutions are to be at no additional cost to the Owner. If accepted substitute materials are of less value A. Plant pits shall be as shown in the planting details. Roughen smooth pit walls caused by augering holes. Slick pit C. The engine throttle shall be opened to full speed when the tank is half filled with water. All the wood pulp mulch that those originally specified,the contract price will be adjusted in accordance with the provisions of the contract. walls caused by augering in too wet soil will not be accepted. S. Proper adjustment and maintenance of the Irrigation system. shall be added by the time the tank is two thirds(z/3)to three f0urths(3/4)full. Spraying shall commence immediately when the tank is full. E. In all cases,quantities of plant materials shall be furnished as needed to complete the work and indicated on the B. Plant material with root balls broken or cracked prior to or during planting operations shall not be planted. 6. Filling,recompaction,and replanting of any eroded or settled areas, drawings,including reseeding,redressing,and maintenance(replacements)during the contract period 3.03 APPLICATION C. Each plant shall receive"Agrlform"(or approved equal)plant tablets as follows: y. Weekly removal of all trash,litter,clippings and foreign debris. 2.02 PLANTING MIXES,SOILS AND FERTILIZERS A. The operator shall spray the turf area with a uniform,visible mat by using the green color of the wood pulp as a I gallon container I-z1 gm 8. Mowing of lawns on a weekly basis. guide. The slurry shall be applied in a sweeping motion,In an arched stream so as to fall like rain,allowing the wood A. The following soil amendments are to be used as the basis for bids. Once site improvements are In place and 5 gallon container 2-21 gm fibe rs to build on each other until a good coat is achieved,and the material is spread at the required rate per acre. approximate finish grades established,the Contractor shall furnish to the Landscape Architect a soils test made from 15 gallon container 3-21 gm 9. Removal by shovel cutting of lawn within 1 foot of the base of trees or shrubs located in lawn areas. the surface and sub-surface(0 below grade)soil by an approved agricultural lab. The report shall include Ph,N/P! per 6 inch boxed tree size 1-21 gm 3.0 4 RESEEDING,MAINTENANCE,AND GUARANTEE K,saq ece,boron levels,and soil particle evaluation. Actual soil amendments to be installed may be adjusted by the to. Disease,Insect and rodent prevention and control measures. _ Landscape Architect based on the findings of the report D. Backfill pit with planting mix halt-way to finish grade and water thoroughly. Backfill to finish grade and tamp firm, A. All bare spots shall be reseeded within thirty(3o)days of the initial seeding to the satisfaction of the Landscape Form a shallow basin around each plant pit as detailed. n. At 3o-days after completion of planting,apply ammonium phosphate at the rate of 5 tbs,per i,000 square feet to Architect. B. General soil preparation,amount per 1,000 square feet: all planting areas. E. Remove nursery stakes on all vines and attach to adjacent wall or fence with green plastic vine ties. B. Maintain all hydroseeded areas for a period of sixty(6o)calendar days after approval of completion. The 3 cubic yards nitrogen fortified redwood shavings Iz. At 6o-days after completion of planting,apply 16-6-8 fertilizer at the rate of 6 tbs.per 1,000 square feet to all maintenance period shall include the scope of work as noted in Section oz95o(trees,Plants,and Ground Covers). zoo pounds agricultural gypsum R Remove nursery stakes from all container stock Prune side growth on trees only as directed by Landscape Architect planting areas. 15 pounds soil sulfur C. All lawn areas shall be guaranteed as to growth and health for a period of sixty(6o)days after final acceptance by the 9 pounds 16-6-8 fertilizer G. Container plants shall not be placed within is inches of sprinkler heads. C. Any day the Contractor Calls to adequately water,replace unsuitable plants,weed,or other work of the maintenance owner. period will not be credited towards the completion of the period. Plants and lawns which decline due to lack of C. Soil: Plant backfill shall be native site soil,amended as noted on the plans and in accordance with soil test results. H. Shrubs and trees shown in planting areas shall be under-planted with groundcover shown by adjacent symbol,to Contractor maintenance shall be replaced by the Contractor at his expense. 3.05 PROTECTION within 12 inches of main plant stem. D. Import soil or topsoil shall be natural,friable soil possessing the same characteristics of the existing site soil. Provide D. Prior to the end of the maintenance period,again contact the Landscape Architect to schedule a final review('walk- A. The Contractor is responsible for protecting the work covered by this section from vandalism and accidental damage. topsoil free from subsoil,brush,objectionable weeds,rocks,organic or inorganic debris,and clay. Soil shall be free of 1. Upon completion of the work,all trees and shrubs shall have had any broken branches removed and injuries repaired. thru"). The Owner must accept all maintained areas in writing to ratify the end of the maintenance period. Any damage shall be promptly repaired by the Contractor at no additional cost to the owner. toxic substances,soil sterilants,and salts. Do not provide soil from roadbed excavations. Import soil shall be tested Clean and recut wounds over 3/4"and mat with tree wound paint. - - as noted for native soil. E. If,during the maintenance period,on site observations by the Landscape Architect or Owner determine that proper B. The Contractor is responsible for protecting the work covered by this section from damage caused by frost or 3-09 TREE STAKING OR GUYING maintenance procedures are not being followed,the Contractor will be notified in writing. Corrections shall be made torrential rains. Any damage shall be promptly repaired by the Contractor at no additional cost to the owner. E. Lightweight soil for planters shall be of the following composition,premixed by machine blender prior to delivery to within two working days of notification,or the Owner may elect to extent the maintenance period beyond go days, the site: A. Stake or guy all trees 5 gallons and larger per details. Drive stake into firm soil next to root ball. Tree stakes shall be such extension