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2010-10747 I (Plans)GENERAL NOTES PLANS FOR I. ALL WORK SHALL BE DONE IN ACCORDANCE INM THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD ` ,. THE CONSTRUCTION OF DEVONSHIRE DRIVE HQ_RK DONE TO DEFWORK TO BE DOME ACCORDING TO THE PLAN 1TfE \/ PROJECT MLMORIAL CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPEWICA71ONS 7HE SAN DIEGO DRANiNGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY Wl ENII Y C (SCRIPPS ® l T/ 1 AREA REGIONAL STANDARD DRAWINGS AND THE F ALL CU SPECS FOR PUBLIC WORKS CONSTRUCTION. A ENGINEER PRIOR TO ANY REQUEST FOR INSPEC710N. GRADING SHALL CONSIST OF CONSTRUCTION a" ALL CUTS AND FILLS SHOWN ON THESE PLANS AND OUTLINED IN 174E EARTHWORK GRADING SPECIFICATIONS. ALL GRADING DETAILS SHALL BE IN ACCORDANCE 2 THE SOILS REPORT 777LED 'GEOTECHNICAL INVSTIGA77ON DEV77NSH/RE DRIVE WIDENING" WITH 774E CITY E ENCINITAS GRADING OT IONS. ALL G PREPARED VO SHIR IIVC DATED DECEMBER 1,� 2010 AND "ADDENDUM TO GEOIECHNICAL IN THE CITY STANDARD SPECIFICA ( IREPORT DEVIBE CON DRIVE WIDENING' PREPARED BY DING LA DA LL JANUARY 26, OF ENCINITAS 2011 SHALL A CONSIDERED AS APART OF THIS GRADING PLAN. ALL GRADING SHALL t 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONS7RUC71ON (2009 EDITION) BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPEGFlCATiONS CONTAINED IN SAID REPORT. er PROVIDED PERFORMED TH PROVED R0087-G LO—AL 3 APPROVAL OF THIS PLAN DOES NOT CONS77TUTE APPROVAL OF SIZES LOCATION AND HAS BEEN IN U STAN71AL CONFORMANCE TYPE OF DRAINAGE FACILITIES NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS /�I 3980 HOME. ANE:.NUE ®ES STATEMENT AC = ASPHALT CONCRETE BCR SEPARATE APPROVALS AND PERM17S FOR THESE SHALL BE REQUIRED IN CONJUNC710N IMPROVEMENT PLANS SHEET INDEX WD/Dj 937C31o21 a6 UP = GUTTER UP PCR WHO CERTIFIES SUCH GRADING OPERATION. 06-066 A WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SHEEF f — TITLE SHEET RECOR SHEET 2 — KEY MAP AND TYPICAL SECTIONS 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT CHICA TITLE 82, INSURANCE COMPANY 930015204 -U50 ADJACENT PROPER77ES DURING GRADING OPERA71ONS. ANYTHING DAMAGED OR SHEET — PLAN AND PROFILE DESTROYED SHALL BE REPLACED OR REPAIRED TO COND171ON EYJS71NG PRIOR TO POLLU71ON PREVENTION PLAN (SIIPPP) AND A MONITORING PROGRAM PLAN BC = BE61N CURB ST LT (STA 0 +00 TO 6 +00) GRADING. SHEET t — PLAN AND PROFILE 6 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH SUITE 00 Q (STA 6 +00 TO 12 +00) IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A SHEET 5 — PLAN AND PROFILE REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR HE /SHE SHALL STATE THAT OBSERVA7701VS AND TESTS WERE MADE BY HIM/HER OR (STA 12 +00 TO 18+00) 21 -3400 SHEET — PLAN AND PROFILE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES EXISTING SEWER LINE (STA 18 +00 TO 22 +00) INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, EROSION CONTROL NORT10N OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 10747 -I STATE AND FEDERAL SAFETY AND HEAL 774 STANDARDS, LAWS AND REGULATIONS SHEET j — RETAINING WALL PROFILE T SHEET — STREET SECTIONS 8 GRADING AND EQUIPMENT OPERA77NG WITHIN ONE -HALF (j) MILE OF A STRUCTURE SHEET j — WATER MAIN PLAN AND PROFILE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OR 5:30 P.M. SHEET 01 EROSION CONTROL PLAN, NOTES, DETAILS AND 7.•30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS 2. EQUI MENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE SHEET I — SIGNAGE & STRIPING 9. NO GRADING OPERATIONS SHALL COMMENCE UN71L A PRE - GRADING MEE7ING HAS BEEN SHEETS 2 15- — TRAFFIC CONTROL PLANS HELD ONSI7E WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SHEET ( — GENERAL NOTES AND TYPICAL DETAILS SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THE PRE -GRADE MEE77NG SHEET 7 WALL SECTIONS SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING PLACED IN ACCORDANCE WITH THE STANDARD SPECIFICA7MATTER ALL VEGETABLE MATTER a OWNERS CERTIFICATE PROPERTY BOUNDARY ............................ (760) 633 -2770. SHEET $ . — IRRIGATION TITLE SHt:ET SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED SHEETS 14-20— IRRIGATION PLAN 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED SHEET i — IRRIGATION LE6E90 AND NOTES CONSIRUC7101V SITE WITHIN THIS PROJECT THE CONTRACTOR SHALL SUBMIT TO AND SHEETS 9Z -24— IRRIGA7/0N RETAtL-S RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. 7HE SHEETS 25.26 — IRRIGATION SMcIFICATIONS DEVELOPER SHALL COMPLY WITH ALL COND171ONS AND REQUIREMENTS THE CITY ENGINEER SHEETS 27 -2$— PLANTING PLANS MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION OF THE IMPROVEMENTS TOP OF F007ING ELEVA77ON AND COMPACT THE FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS EACH R SHEET � — PLANTING LEGEND AND PETRILS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO SHEET 50 — PLANTING 12ETAtLS n o n er PROVIDED PERFORMED TH PROVED R0087-G LO—AL b HAS BEEN IN U STAN71AL CONFORMANCE ABBREVIATIONS /�I 3980 HOME. ANE:.NUE ®ES STATEMENT AC = ASPHALT CONCRETE BCR PLAN OR AS SHOWN BE FOLLOWED BY THE DATE AND SIGNATURE OF THE GVI! ENGINEER v WY3 ItI1114t111 FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED SHEETc 31 -3Z' PLANTING SPEGFICATfoNS SHEETS 33 -34- SH AwG SDWD W11 ®010 � ad SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE C � REVIEWED BY: REVIEWED BY: W. a ® 1-M 422 -4186 6 DATE: Cop m womm 01ys mm YOU Dm I SIGNATURE EXPIRES 2 YEARS AFTER DATE IL REVISIONS APPROVED DATE REFERENCES DATE C 0 ° CON5 01 +A►�1 G E ue CITY OF E m &Ya. slit. A ,, i€r /4� etd _w Or CORNER Cop T S S 1 FE DRIVEL I Z 15 NORTHER; o v _ ENCINIT/�s a�D ./ -/S {�f t .Aivo 4AMOScAir'E AS aU I LT5 she 6 q IC 16 PROJECT SI TE 000 6S1T, W INI TY MAP NOT TO SCALE SOILS EAUmEER UKTIFI CATE 2 CALIFORNIA DEPARTMENT OF TRANSPORTA77ON, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUC71ON AND MAINTENANCE WORK ZONES' (1996 EDI71ON). I NERE�1( CERTIFY 71_ T C��l$TAi __W14EELER J. STATE OF CALIFORNIA STANDARD SPECIRCA7101VS -JULY 1992. ENGINEERING_. d L_PERFORM AIL - f0T_ec m&L i 4. SAN DIEGUITO WATER DISTRICT STANDARD SPEGFlCA710NS SERVICES AS DESC 15ED IN LEUf -R_ DATED CvNf-- 0RMANM' WITk ALL STANDARD DRAWINGS * PREVIoUS RECOMMEAIDATIONS _BlnM MTGL- 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -LILY 2000. LIMIT OF WORK (SEE SHEET 2 FOR KEY MAP) NOTIFICATIONS' �� -,iz �_ [NPEY MAP 1. THE EXISTENCE AND LOCATION OF UNDERGROUND U77UTY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U71U77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 774E CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU7101VARY MEASURES TO PR07ECT ANY EAIS71NG U71LI71ES OR STRUCTURES LOCATED AT 774E WORK SITEE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U77LI71ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VER1RCA770N AND LOCA71ON OF U77LI71ES AND N017FICA77ON OF COMMENCEMENT OF WORK: A. SEWERS - CARDIFF SANITA7701V DISTRICT (760) 633 -2770 B. GAS AND ELECTRIC - SDG&E (800) 422 -4133 C. WATER - SAN DIEGUITO WATER DISTRICT (800) 422 -4133 D. TELEPHONE - PAC BELL (800) 489 -3441 E. CABLE TV - DANIELS CABLE VISION (760) 931 -7000 F. UNDERGOUND SERVICE ALERT (800) 422 -4133 2 CONTRACTOR SHALL N077FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.. PHONE: (760) 633 -2770 J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REECRON AND REMOVAL STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULA77ONS REQUIRED BY THE CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN71TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC77NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. AS B UI ILTS X Sl TURF 1tt OLD J. W11MA A Latitude 33 G6�� ®'P� Planning and Engineenng W SEMi,C, ly 5355 Mira Sorrento Place, Ste. 650 RC E 710-15 San Diego, Ca. 92121 PQB DECEMBER l3 2010. 2. STATE OF CALIFORNIA STANDARD PLANS -,LILY 1992. PROVIDED PERFORMED TH PROVED R0087-G LO—AL DESCRIPTION HAS BEEN IN U STAN71AL CONFORMANCE ABBREVIATIONS /�I 3980 HOME. ANE:.NUE ®ES STATEMENT AC = ASPHALT CONCRETE BCR PLAN OR AS SHOWN BE FOLLOWED BY THE DATE AND SIGNATURE OF THE GVI! ENGINEER A PARCEL DESCRIBED IN A CERTIFICATE OF COMPLIANCE (CASE NO. WD/Dj 937C31o21 a6 UP = GUTTER UP PCR WHO CERTIFIES SUCH GRADING OPERATION. 06-066 MUP/DR/EIA/COP) PER INSTRUMENT NO. 2010 - 0055174 = RADIAL BEARING PVC = POLYVINYL CHLORIDE PIPE DEVELOPMENT OF THIS PROECT SHALL COMPLY WWTH ALL REQUIREMENTS OF GRADING NOTES RECOR ON FEBRUARY 2, 2010. ORDER TC = TOP OF CURB HORIZ. = HORIZONTAL CMP = CORRUGATED METAL PIPE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR CHICA TITLE 82, INSURANCE COMPANY 930015204 -U50 IN = PIPE INVERT FH = FIRE HYDRANT ARHM = ASPHALT RUBBERIZED HOT MIX UNDER HIS/HER DIREC7701V HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION BUILD RS SERVICES DIVISION (THIRD AMENDED) POLLU71ON PREVENTION PLAN (SIIPPP) AND A MONITORING PROGRAM PLAN BC = BE61N CURB ST LT PLACEMENT AND COMPAC7101V OF FILLS AND BACK FILLS AND COMPACTION OF 2365 ORTHSIDE DRIVE COMMENCEMENT OF GRADING AC77V177ES AND A COMPLETE AND ACCURATE TRENCHES HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE SUITE 00 Q THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLE71ON OF GRADING OPERA7101VS SAN D EGO, CA 92108 JANUARY 13, 2011 FURTHER, A COPY OF THE COMPLETED NO FROM THE SWRCB SHOWING THE HE /SHE SHALL STATE THAT OBSERVA7701VS AND TESTS WERE MADE BY HIM/HER OR (619) 21 -3400 CTV ENCINITAS WHEN RECEIVED. UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL EMBANKMENTS AND W EXISTING SEWER LINE s EXCAVA77ONS ARE ACCEPTABLE FOR THEIR INTENDED USE. EROSION CONTROL NORT10N OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 10747 -I EXISTING ELECTRICAL 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BOB LENNON AT T AMENDMENTS THERETO SHALL COMPLY WITH SPECIAL PROVISION AS SET P05177W DRAINAGE AND PREVENT PONDING OF WA7ER. HE /SHE SHALL CONTROL (858) 8724455, 24 HOURS A DAY. EXISTING GAS MAIN SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPER77ES OR TO FINISHED WORK EXISTING STORM DRAIN SCRIPPS HEAL 7H EXIS77NG CURB AND GUTTER ON THE SI7E AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF 2. EQUI MENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE FRESHLY GRADED AREAS UN77L SUCH TIME AS PERMANENT DRAINAGE AND EROSION A VAILAB LE AT ALL 77MES DURING THE RAINY SEASON (OCTOBER 1 TO EXISNG GRADE ELEVA7701V CONTROL MEASURES HAVE BEEN INSTALLED. APRIL 1 ). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE PRINTED NAME AME OF ABOVE PERSON EXISTING FIRE HYDRANT 3 ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE OR OCT CONSTR ER UCTION 1 AT CONVENIENT LOCATIONS. 70 FACILITATE RAPID OF TEMPORARY DEVICES WHE7V RAIN IS IMMINENT. 717LE IMPROVEMENT PLACED IN ACCORDANCE WITH THE STANDARD SPECIFICA7MATTER ALL VEGETABLE MATTER a OWNERS CERTIFICATE PROPERTY BOUNDARY ............................ ............................... AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED FINISH GRADE CONTOURS_ ..................... ............................... SURFACE UPON WHICH THE FILL IS 70 BE PLACED. LOOSE FILL AND ALLUVIAL SOILS W7HOUI THE APPROVAL OF THE ENGINEERING INSPECTOR. IT SLOPES (2 :1 MAX) ....... _ ....... _ .................. SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND THE EXPOSED SOILS SHALL IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A — ®y- REGISTERED aWL ENGINEER MAKE SUCH CHANGES, ALTERA710NS OR BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 4. 771E CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER WORKIN ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER OF THE IMPROVEMENTS TOP OF F007ING ELEVA77ON AND COMPACT THE FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS EACH R N -OFF PRODUCING RAINFALL 27�_ 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE 5. THE CONTRACTOR SHALL INSTALL ADD177ONAL EROSION CONTROL TYPE 'A -4' STORM DRAIN CLEANOUT (PUBLIC) ........... (D -9, D- 11)......_— �' -- AC77WTY AND ADVISE OF -THE COMPACTION AND STABILITY OF THE SITE. SMOOTH SURFACES AND UNIFORM CROSS SECTIONS 774E SLOPES OF EXCAVA77ONS AND MEASURES AS MAY BE REQUIRED BY 7HE CITY ENGINEER DUE 70 AN STORM DRAIN PIPE (PUBLIC) ...... _ . (D -60, D -61) .. EMBANKMENTS SHALL BE SHAPED, PLANTED AND ]RIMMED AS DIRECTED BY 774E INCOMPLETE GRADING OPERA77ON OR UNFORESEEN CIRCUMSTANCES JOHN ACMSTRONG DATE tORPORA7E SENIOR VT? SUPPLY CHAIN MCMT /FD 4 C WATER UNE ..... .... ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CON017701V. ALL STONES, WHICH h AY'ARISE. WF- 01)... .......... ....... . 10130 SORRENTD VAUAY ROAD, SUITE C, ROOTS AND OTHER WATER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES . -SAN DIEGO, CA 92121 - f 858) 597-440o GATE VALVE .........................(W.A.S WV-02, WV- 03)................ . WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. 774E 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE I,E01JAf- P'C;0t7 ®9A REGISTERED GNL ENGINEER IN THE STATE OF 2" BLOWOFF ......... .........:....... TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING NECESS iRY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS MECHANICS HEREBY CER7IFY THAT A SAMPLING AND STUDY OF THE SOIL ORDINANCE WHEN /A DOUNDED WATERS CREATE A HAZARDOUS CONDI77ON. BFP�_� 5. ALL TREES, BRUSH GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED REPORT COMPILED FROM THIS STUDY WITH OUR RECOMMENDATIONS, HAS AND BACKFLOW PREVENTION DEVICE COLLECTED, PILED OR 07HERWSE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO GRADING PLAN SHALL BE INCORPORATED HEREON. RECOMMENDA71ONS INCLUDED IN THE ORIGINAL SOILS REPORT, AND ALL FOLLOWING WING ADDEINDUMS FOR THIS PROJECT HAVE BEEN INCORPORATED IN " TYPE G CURB AND GUTTER ..... ....(G AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED THE IMPROVEMENT PLANS AND SPEaRCA710NS 6" CURB ........ ............................... (G -1, G -10) .................. . M7GL, INC APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCA71ON OF DEBRIS FILL 8 GRACED AREAS AROUND THE PRO ECT PERIMETER MUST DRAIN, AWAY P.C.C. SIDEWALK ................ (G -7, G -9, G-10, G -11, SOG -100) .... . SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE FROM 7HE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. DISPOSAL OF SUCH MATERIAL 9 ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT r EAR WORK 774E EN OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN oQ PRO B4 , FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND CUT QUAN7171ES- 4,400 C. Y. FILL QUANTITIES: 950 C Y. EXPORT: 3,450 C Y. OTHER EBRIS SHALL BE REMOVED AFTER EACH RAINFALL a THE EARTHWORK QUAN7771ES SHOWN ABOVE ARE GEOMETRIC QUAN7171ES ONLY AND ARE ((uu CALCULATED FROM THE EXISTING GROUND CONTOURS ON THE PROJECT SITE THE 10. SH LD, GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE CD ABOVE QUAN7777ES DO NOT CONSIDER STRIPING OF SURFACE PLANT MATERIALS, THE EFFEC77 COVERAGE OR GRADED SLOPES (90% COVERAGE) PRIOR TO REMOVAL OF ROOTS ETC. GRADING QUAN7171ES ARE GEOMETRIC ESTIMATES FOR NOVEMB 15, THE SLOPES SHALL BE STABWZED IITH PUNCHED STRAW PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. INST D IN ACCORDANCE WITH SEC77ON 35023 OF THE EROSION AND .-J . SEDIM T CONTROL HANDBOOK OF THE STATE OF CALIFORNIA CD DISTURBED AREA: 81,210 SF DEPAR ENT OF CONSERVATION. SDWD W11 ®010 � ad SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE C � REVIEWED BY: REVIEWED BY: W. a ® 1-M 422 -4186 6 DATE: Cop m womm 01ys mm YOU Dm I SIGNATURE EXPIRES 2 YEARS AFTER DATE IL REVISIONS APPROVED DATE REFERENCES DATE C 0 ° CON5 01 +A►�1 G E ue CITY OF E m &Ya. slit. A ,, i€r /4� etd _w Or CORNER Cop T S S 1 FE DRIVEL I Z 15 NORTHER; o v _ ENCINIT/�s a�D ./ -/S {�f t .Aivo 4AMOScAir'E AS aU I LT5 she 6 q IC 16 PROJECT SI TE 000 6S1T, W INI TY MAP NOT TO SCALE SOILS EAUmEER UKTIFI CATE 2 CALIFORNIA DEPARTMENT OF TRANSPORTA77ON, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUC71ON AND MAINTENANCE WORK ZONES' (1996 EDI71ON). I NERE�1( CERTIFY 71_ T C��l$TAi __W14EELER J. STATE OF CALIFORNIA STANDARD SPECIRCA7101VS -JULY 1992. ENGINEERING_. d L_PERFORM AIL - f0T_ec m&L i 4. SAN DIEGUITO WATER DISTRICT STANDARD SPEGFlCA710NS SERVICES AS DESC 15ED IN LEUf -R_ DATED CvNf-- 0RMANM' WITk ALL STANDARD DRAWINGS * PREVIoUS RECOMMEAIDATIONS _BlnM MTGL- 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -LILY 2000. LIMIT OF WORK (SEE SHEET 2 FOR KEY MAP) NOTIFICATIONS' �� -,iz �_ [NPEY MAP 1. THE EXISTENCE AND LOCATION OF UNDERGROUND U77UTY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U71U77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 774E CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU7101VARY MEASURES TO PR07ECT ANY EAIS71NG U71LI71ES OR STRUCTURES LOCATED AT 774E WORK SITEE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U77LI71ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VER1RCA770N AND LOCA71ON OF U77LI71ES AND N017FICA77ON OF COMMENCEMENT OF WORK: A. SEWERS - CARDIFF SANITA7701V DISTRICT (760) 633 -2770 B. GAS AND ELECTRIC - SDG&E (800) 422 -4133 C. WATER - SAN DIEGUITO WATER DISTRICT (800) 422 -4133 D. TELEPHONE - PAC BELL (800) 489 -3441 E. CABLE TV - DANIELS CABLE VISION (760) 931 -7000 F. UNDERGOUND SERVICE ALERT (800) 422 -4133 2 CONTRACTOR SHALL N077FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.. PHONE: (760) 633 -2770 J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REECRON AND REMOVAL STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULA77ONS REQUIRED BY THE CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN71TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC77NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. AS B UI ILTS X Sl TURF 1tt OLD J. W11MA A Latitude 33 G6�� ®'P� Planning and Engineenng W SEMi,C, ly 5355 Mira Sorrento Place, Ste. 650 RC E 710-15 San Diego, Ca. 92121 PQB DECEMBER l3 2010. 2. STATE OF CALIFORNIA STANDARD PLANS -,LILY 1992. _VATISD J. WATER AGENCIES' STANDARD DRAWINGS _ - — SHAWN VCoWA., PE CNRWSTAM W FIB LE12 ,._. ABBREVIATIONS /�I 3980 HOME. ANE:.NUE ®ES STATEMENT AC = ASPHALT CONCRETE BCR = BEGIN CURB RETURN SDRSD = SAN DIEGO REGIONAL CURB STANDARD GS lYP ,AN NFL-- O7__CA__ 2-10.5 PCT = PORTLAND CEMENT (�89)= =END RETURN EXIS NG ELEVA71ON CT-SD = CITY OF SAN DIEGO WD/Dj 937C31o21 a6 UP = GUTTER UP PCR = POINT SF REVERSED CURVE STANDARD DRAWINGS X -GTR = CROSS GUTTER (R) = RADIAL BEARING PVC = POLYVINYL CHLORIDE PIPE DEVELOPMENT OF THIS PROECT SHALL COMPLY WWTH ALL REQUIREMENTS OF EP = EDGE OF PAVEMENT VERT. = VERTICAL PP = POWER POLE STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99 -08 DWQ TC = TOP OF CURB HORIZ. = HORIZONTAL CMP = CORRUGATED METAL PIPE (N.P.D.E.S GENERAL PERMIT NO. CAS000002), WASTE DISCHARE FL = FLOWUNE EC = END CURVE CAB = CRUSHED AGGREGATE BASE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH IN = PIPE INVERT FH = FIRE HYDRANT ARHM = ASPHALT RUBBERIZED HOT MIX CONSTRUCTION AC71V1TY, IN ACCORDANCE WITH SAID PERMIT, A STORM WATER TB = TOP OF BERM R/W = RIGHT OF WAY EXIST. = EXIS77NG POLLU71ON PREVENTION PLAN (SIIPPP) AND A MONITORING PROGRAM PLAN BC = BE61N CURB ST LT = STREET LIGHT READ. = REQUIRED SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING AC77V177ES AND A COMPLETE AND ACCURATE LE N NO710E -OF- INTENT (NO) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SHALL BE FILED WI7H THE CITY OF ENCINITAS WHEN RECEIVED; - EXISTING SYMBOL FURTHER, A COPY OF THE COMPLETED NO FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF EXISTING CABLE TELEVISION LINE CTV ENCINITAS WHEN RECEIVED. EXISTING WATER LINE W EXISTING SEWER LINE s IN ADDITION, 7HE UNDERSIGNED AND SUBSEQUENT OWINER(S) OF ANY NORT10N OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 10747 -I EXISTING ELECTRICAL E AND BY THE SWRCS ORDER NO 99 -08DWQ AND ANY SUBSEQUENT EAIS77NG TELEPHONE T AMENDMENTS THERETO SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SEC7701V C.7 OF SWRC8 ORDER NO. 99- 06DOV. EXISTING GAS MAIN EXISTING STORM DRAIN SCRIPPS HEAL 7H EXIS77NG CURB AND GUTTER OWNER EXIS77NG EDGE OF PAVEMENT EXIS77NG CONTOURS SIGNATURE OF LAND OWNER ATE EXISNG GRADE ELEVA7701V JOHN ARNONG PRINTED NAME AME OF ABOVE PERSON EXISTING FIRE HYDRANT CORPORATE SENIOR Vf° SUPPLY CHAIN MGMT /Py tc EXISTING GUARD RAIL 717LE IMPROVEMENT STANDARDMOTES SYMBOL a OWNERS CERTIFICATE PROPERTY BOUNDARY ............................ ............................... R O W LINE .... ............................... .. _ ...... _ . IT IS AGREED THAT FIELD COND177ONS MAY REQUIRE CHANGES TO THESE FINISH GRADE CONTOURS_ ..................... ............................... PLANS . IT SLOPES (2 :1 MAX) ....... _ ....... _ .................. _ .......................... y IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A — ®y- REGISTERED aWL ENGINEER MAKE SUCH CHANGES, ALTERA710NS OR DAYLIGHT LINE .................................... ............................... . ADD17IONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIREABLE FOR 714E PROPER COMPLE71ON TOP OF WALL ETFVA710N TW 154.00 OF THE IMPROVEMENTS TOP OF F007ING ELEVA77ON IF 150.00 FINISH GRADE ELEVA71ON ......................... 27�_ 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST ............................... HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING TYPE 'A -4' STORM DRAIN CLEANOUT (PUBLIC) ........... (D -9, D- 11)......_— �' -- AC77WTY AND ADVISE OF -THE COMPACTION AND STABILITY OF THE SITE. l STORM DRAIN PIPE (PUBLIC) ...... _ . (D -60, D -61) .. BY _ i , >o e e,,- RETAINING WALL ... ... ................ ........... JOHN ACMSTRONG DATE tORPORA7E SENIOR VT? SUPPLY CHAIN MCMT /FD 4 C WATER UNE ..... .... (SIZE/TYPE PER PLAN) .. .. ...... W SCRIPPS. HEALTH FIRE HYDRANT, INDUSTRIAL ... .........(W.A.S WF- 01)... .......... ....... . 10130 SORRENTD VAUAY ROAD, SUITE C, . -SAN DIEGO, CA 92121 - f 858) 597-440o GATE VALVE .........................(W.A.S WV-02, WV- 03)................ . _SOILS ENGINEER'S CERTIFICATE THRUST BLOCK ..... (W.A.S WT-01) ............ . . I,E01JAf- P'C;0t7 ®9A REGISTERED GNL ENGINEER IN THE STATE OF 2" BLOWOFF ......... .........:....... (W.A.S WB -Of & 1116-04) . _ ........... --� CALIFORNIA, PRINCIPALLY DOING,BUS/NESS IN THE FIELD OF APPLIED SOILS MECHANICS HEREBY CER7IFY THAT A SAMPLING AND STUDY OF THE SOIL 2" MANUAL AIR VALVE.................(W.A.S WA -01) . .................. —� COND177ONS PREVALETV WT IN THIS SITE WAS MADE BY US OR UNDER BFP�_� OUR DIRECTION ON 11 3D 0ID ONE COMPLETE CORY OR THE SOILS RELOCATE EXIST. METER. ............ (W.A.S WR -01) . .................. REPORT COMPILED FROM THIS STUDY WITH OUR RECOMMENDATIONS, HAS AND BACKFLOW PREVENTION DEVICE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, REVIEWED THESE GRADING PLANS AND CE WE HAVE R71FY THAT THE PRORATE STORM DRAIN (PVC &RCP- PRIVATE) . ........:...................... RECOMMENDA71ONS INCLUDED IN THE ORIGINAL SOILS REPORT, AND ALL FOLLOWING WING ADDEINDUMS FOR THIS PROJECT HAVE BEEN INCORPORATED IN " TYPE G CURB AND GUTTER ..... ....(G -2, G -10, G -11, SOG- 100)..... . THE IMPROVEMENT PLANS AND SPEaRCA710NS 6" CURB ........ ............................... (G -1, G -10) .................. . M7GL, INC 6295 FERRIS SQUARE, SU17E C P.C.C. SIDEWALK ................ (G -7, G -9, G-10, G -11, SOG -100) .... . AN D/ G0, CA 92121 Ljt- �L �% _�_y BY EDURtZby, �'_1 ��1�J /Ji SIORETENTIO14 SCALE........._ (SEE DETAIL SHEET l0) ^ C. D73ON, RcE s7 DAI- LICENSE EXPIRES: 12 -31 -II V cessPOti CURB RAMP.......... G -27 TYPE A, G- 30........ 4 858 -751 -0633 Fax 858 -751 -0834 P JPPpO C PARTMENT PARKS AND RECREATION PUBLIC WORKS DEPARTMENT REVIEWED BY: REVIEWED BY: I I Aek ATE: 'DATE: DA BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT AS BENCHMARK ENC-4& NORTHVOT REVIEWED BY: FETE DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL AS SHOWN OF INTERSTATE HIGHWAY 5 AT THE URN INTO SCRIPPS MEMORIAL HOSPITAL, E1iASS DISC ENC -48 2004 ELEVATION IS VERTICAL AS SHOWN 2 2'L 4!7- a DATE: iZ °- CROSS GUTTER ....................... ... . ....G- 12...... 1`}�:sa O No. 57217 Z - -- Exp. 12131�P/ ;. STREET UORT . ................. SDRSD E -I GUARDRAIL LIMITS or NEW PAVEMENT ....... ° ... ° , clvt� °— �t E01?Ort1VEnt ?AL ANfA FOF CAUFO (sioKeTeNTION SWAAE CHECIc DAM) C -9 (SEE N/OTE1 ACID SELTIaAIS ON StIP=i =F $) _ sEr= ,VOTE 2 Mb WCV0AfS air 5l1EiEr8 .. ° ° .. �. S" 95T Esc, NaTV1:AL ,Sl cr'> _oNSc�- NIA CASE NO 06 -066 MUP/DR/EIA/CDP AS APPROVED PER PC RESOLUTION NOS 2009 -10 AND 2009 -11. 72EI/[H >zFSul2FhuIJ( 2. MAX. -Vf Ri I CAL CiJT DEPTH = IZ -f 6J° 3 MA, VERTICAL FILL DEP7N= If 3 Er. BMP STATUS MAINTAINED BY PRIVATE STORMWATER DOG. 20//- 06268/6 PRIORITY /PROJECT SCRIPPS HEALTH MAINTENANCE AGREEMENT DATE NDY 22,! 8Y: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 121V(E1rlr.� PLANS PREPARED UNDER SUPERVISION OF ,^1 �Ai All �. TITLE SHEET DATE: ��T 1Z _AA - ,/V ' ok R.C.E. 740. `O - IAASIN MAHERi C42-SF LAW2 A, V4AT r ENGINEER E�'-30 -20P3 2/I2 PUt3u WORKSDtRfxTOR pRp!OLD J . W01rl�k. �' DATE: 4 / DATE: 5 Z/rI2 SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE DRIVE WIDENING PROJECT 354 SANTA FE DRIVE WORK PROJECT NO. 0& -0(n(c MUP/M /EIPIC-P' AS U) L-7 10747 -1 SHEET 1' OF 0 wa m o°t tr M p o R N o ;a N s� �m fl C, s� 3p C, 9 a J M1 s o� m N U �_ m IL x D_ os � 4 (w) (u N Cu � C3 cu %, 0% '*� L0 0 3: 75 (%j (L � L0 CT; CD CD .� (L " '� C) L0 0; � OD 1� C� m OD '� � I 11 I -- �7 I— - — - - — - - i � - � � I i I EX. R/W EX. R/W (507 - - SEE EX f SHEET8 1 '5�"" — " , � � �',,' "_� -.1 �_ I I � FOR PROPOSED S7REET SEC71ONS. 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" , � I mei�' - mom MEM BMW mom NNW MEM mom MEM SHOWN OEM ami - il GENERAL IMPROVEMENT N07ES ENWR(AMENTAL REOLLI.REMENTS ENVIRONMENLAL &EQLL1.REMEN Ts EN-WRONMENTAL EEQLIREMENTS � ENWROMMENTAL EE --QUIREMENTS 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES OEPAR7UDVT A. FOR ANY WORK WIHIN THE STREET RIGHT-OF-WAY CUL WRA . RESOURCES a. PRIOR 70 ISSUANCE OF A BUILDING ANDLOR GRADING PERMIT THE APPLICANT SHALL PROVIDE HWW-2 HAZ-1. 2 (PUBLIC) THE S7RUC7URAL SEC71ON SHALL BE IN ACCORDANCE WTH CITY OF ENCINITAS aLT-1. A LETTER OF W RIFICARON 70 THE PLANNING AND BUILDING DEPARWENT STA71NG 7HAT A PRIOR TO ISSUANCE OF GRADING AND BUILDING PERMIN CONSIRUC77ON PLANS AND PRIOR TO DEMOIJ71ON PERMIT ISSUANC& A LEAD-BASED-PAINT AND ASBES70S PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONS7RUCRON. 3. (PRIVATE') 774E S7RUC7URAL SEC7101V SHALL BE IN ACCORDANCE W7H CITY OF ENCINITAS 7HE APP JCANT SHALL PROVIDE A FULL- 77ME ARCHAEOLOGWAL MONITORING PROGRAM DURING QUALJF1ED PALEONTOLOGfST ANDIOR PALEONTOLOGICAL MONITOR HAW BEEN RETAINED 70 IMPLEMENT 7HE MON17ORING PROGRAM 7HE REQUIREMENT FOR FALEONRILOGICAL PERMIT3 SHALL IDEN71FY 771E FOLLOWNG BEST MANAGEMENT PRACTICES (OMPS) TO ENSURE 771AT WATER QUALITY POLLUTANTS ARE ADEQUATELY 7REARED, TO THE SURVEY SHALL BE CONDUCTED BY A LICENSED LEAD AND ASBES70S INSPECTOR. THE SURVEY SWALL DETERMINE MIE714ER ANY ON-97E ABATEMENT OF LEAD-BASED STANDARDS. R VALUE IESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. ANY IQWW G AC77WTY PER THE FOLLOWNG REQUIREMENTS- MON17DRING SHALL BE N07ED ON 7HE GRADING PLAN. ALL PERSONS INVOLVIED IN THE SATISFACTION OF RIE CITY OF ENCINITAS PLANNING AND BUILDING DEPARWENT AND PAINT OR ASBESTOS CONTAINING MATERIALS IS NECESSARY IN ADDITION, 7HE 4. APPROVAL OF THESE IMPROVEMENT PLANS AS 5SHOW DOES NOT CONS777UTE APPROVAL OF ANY CONS7RUCHON OUTSIDE THE PROJECT BOUNDARY c.PRIOR V THE ISSUANCE OF A BUILDING ANDIOR GRADING PERMIT 7HE APPLICANT SHALL PALEONTOLOGICAL MONITORING OF 771E PROJECT SHALL BE APPROVED BY THE PLANNING AND BUILDING DEPARTMENT PRIOR 70 7HE START OF MONITORING. 7HE APPLICANT SHALL N071FY ENGINEERING SERVICES DEPARTMENT THE APPUCANT SHALL BE RESPONSIBLE FOR . LONG-TERM MAINTENANCE OF ALL OMPS SURVEY SHALL INCLUDE AN ABATEMENT VKORK PLAN PREPARED IN COMPLIANCE NTH LOCAI, STA 7E, AND FEDERAL REGULA 71ONS FOR ANY NECESSARY REMOVAL OF 5. ALL UNDERGROUND U71LI77ES W771IN 771E STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, CONNECRED AND TESTED PRIOR TO CONS7RUCRON OF BERM, CURB, CROSS GUTTER AND PROWL THAT � F A LETTER OF WMRCA77ON 70 THE PLANNING AND BUILDING DEPARTMENT STA77NG 'QUALIFIED ARCHAEOLOGIST ANDIOR ARCHAEOLOGICAL MONITOR, AS DEFINED IN 7HE 7HE PLANNING AND BUILDING DEPARTMENT OF THE START AND END OF CONSTRUCTION, - b-7HE PALEON70LOGIST OR PALEON70LOGfC4L MONITa? SHALL BE ON S17E DURING IHE IN171AL BMPS DURING C0NSR?UC77ON THE FOLLOINNG BMPS SHALL BE ADHERED TO DURING SUCH MATERIALS. THE NIORK PLAN SHALL INCLUDE A MONITORING PLAN 70 BE CONDUCTED BY A QUALIFIED CONSULTANT DURING ABA TEMENT ACRWRES 70 PA WING. 6. THE EXISTENCE AND LOCA77ON OF EXIS77NG UNDERGROUND FACIU71ES SHOW ON 7HESE OWS ;UIDEUNES� HAVE BEFJV RETAINED TO IMPLEMENT THE MONITORING PROGRAM. 7HE T FOR ARCHAEOLOGICAL MONITORING ARE NOTED HEREON. CUT7ING OF ALL PREWOUSLY UNDISTURBED AREAS. MONITORING MAY BE INCREASED OR DECREASED AT THE DISCREPON OF THE QUALIFIED PALEONTOLOGIST, IN CONSULTA71ON KITH THE CON57RUCRON. * ENSURE COMPLIANCE WTH !HE AVRK PLAN REQUIREMENTS AND ABATEMENT CONTRACTOR SPECIFICATIONS DEWOUT70N PLANS AND CONTRACT SPECIRCA77ONS PLANS NERE OBTAINED BY A SEARCH OF 7HE AVAILABLE RECORDS TO 7HE BEST OF OUR KNOW-EDGE, TFIERE ARE NO 07HER EXISTING FACILJ71ES SYCEP'T AS SHOW ON THESE PLANS. ALLL APPRO INVOLVED IN 774E ARCHAEOLOGICAL MONITORING OF THIS PROJECT SHALL BE BY 7HE PLANNING AND BUILDING DEPARTMENT PRIOR 70 7HE FIRST PRECONS7RUCRON PLANNING AND BUILDING DEPARTMENT AND WLL DEPEND ON 7HE RAIE OF EXCAVATION, THE MATERIALS EXCAVATED, AND 771E ABUNDANCE OF FOSSILS. A MONITORING PROGRAM SHALL BE IMPLEVIEWED By THE DEVELOPER DURING CONSTRUCRON 70 ENSURE COMPLIANCE THE MONITORING PROGRAM SIVALL INCLUDE, BUT SHALL INCORPORA RE ANY NECESSARY ABATEMENT MEASURES FOR RIE REMOVAL OF MATERIALS CONTAINING LEAD-BASED PAINT AND ASOES70S TO THE S47ISFACRON HOWEVER!, THE COJV7RAC70R IS REQUIRED TO TAKE PRECAU77ONARY MEASURES 70 PR07ECT ANY EXISRNG FACILITY SHOW HEREON AND ANY OTHER W11CH IS NOT OF RECORD OR NOT I THE APPLICANT SHALL N07IFY 7HE PLANNING AND BUILDING DEPARWENT OF THE START c.W1EN REQUESTED BY THE PALEONTOLOGIST 7HE GRADING CON7RACTOR SHALL DIVERT DIRECT NOT BE UM17ED TO 7HE FOLLOWNG MEASURES THAT SHALL BE PROVIDED ON ALL CONSTRUCHON PLANS: OF THE PLANNING AND BUILDING DEPARWENT THE MEASURES, SHALL BE CONSISTENT NTH 7HE ABATEMENT WORK PLAN PREPARED FOR THE PROJECT AND SHOW ON 774ESE PLANS Z LOCA710AI AND ELEV A 71ON OF IMPROVEMENTS TO BE MET BY M)RK TO BE DONE SHALL BE AND b. 77HIE OF CONSTRUCRON URED ARCHAEOLOGIST SHALL A TIEND ANY PRE-CONSTRUC71ON MEE71NGS TO MAKE OR TEMPORARILY HALT C0NS7RUC7IOJV ACTWTIES IN 7HE AREA OF DISCOVERY TO ALLOW RECOVERY OF FOSSIL REMAINS. THE PALE0N7ZXOGfST SHALL IMMEDIATELY N077FY THE PLANNING - GRAVEL BAG,% SILT FEN= ETC. 91ALL BE PLACED ALONG 7HE EDGE OF THE PROJECT CONDUCTED BY A LICENSED LF,4DIASBESTOS ABA TEMENT CONTRAC7M CONFIRMED BY FIELD MEASUREMEWS PRIOR 70 CONS7RUCRON OF NEW NIORK CONTRACTOR WU MAKE D(PLORATURY EXCAVA77ONS AND LOCATE' EXIS71NG UNDERGROUND FACIU77ES C ANDIOR SUGGES77ONS CONCERNING 7HE ARCHAEOLOGICAL MONITORING AND BUILDING DEPARTMENT OF SUCH FINDING AT 7HE 71ME OF DISCOVERY 714E PLANNING AND BUILDING DEPARTMENT SHALL APPROVE SALVAGING PROCEDURES TO BE PERFORMED BEFORE 97F IN ORDER 70 CONTAIN PARRCULAIE. - ALL CONCRETE WASHING AND SPOILS DUMPING WLL OCCUR IN A DESIGNATED LOCATION. HAZ-2: UFFICIEWLY AHEAD OF CONS7RUC77OJV TO PERMIT REVISIONS 70 PLANS F REWSIONS ARE PR W7H 771E CONS7RUCRON MANAGER CONSTRUCTION ACRWTES ARE ALLOWD TO RESUME. d 7HE PALEONTOLOCIST SHALL BE RESPONSIBLE FOR FREPARA 7101V OF FOSSILS 70 A POINT OF - COIVSIRUC7701V STOCKPI= UNCOVERED MATERIAL AND DUMPS7ERS ELL BE COVERED IN ORDER 70 PREVENT BLOW-OFF OR RUNOFF DURING IIE47HER EVENTS. . DEMOL17ION PLANS AND CONTRACT SPECIF7CARONS SHALL INCORPORATE' ANY NECESSARY ABA TEMENT MEASURES IN COMPLIANCE VVITH 7HE METALLIC NECESSARY BECAUSE OF ACTUAL LOCA77ON OF EXISTING FACILITIES. 8. THE CONTRACTOR SHALL N07IFY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO STAR71NG a THE FULL- LiFIED ARCHAEOLOGIST OR ARCHAEOLOGICAL MONITOR SHALL BE PRESENT ON-STE . DURING GRADING F ARCHAEOLOGICAL FE47URES ARE ENCOUNTERED, 7HE I IDENRF7CA710N AND SUBMITTAL OF A LETTER OF ACCEPTANCE FROM A LOCAL QUALIFIED - A POLLU71ON CONTROL EDUCA77ON PLAN SqALL BE DEVELOPED By THE GENERAL CONTRACTOR AND IMPLa(EWED THROUGHOUT ALL PHASES OF DEWLQPMEIVT AND DISCARDS ACT OF 1991 (PUBLIC RESOURCE SEC77ONS 42160--42185), PAR77CULARLY SEC7101V 42175, MATERIALS REQUIRING SPECIAL HANDLING FOR IfORK NEAR COMPANY FACILIRES AND SHALL COORDINATE` HISIHER WVRK W7H COMPANY AR OGIST SHALL REQUEST IHE PROJECT COWRACTOR TO DIVERT, DIRECT OR TEMPORARILY CURA7101V FACILITY ANY DISCOVERED FOSSIL 97ES SHALL BE RECORDED BY THE CONS7RUCTION. THE REMOVAL OF MERCURY SVWTCHES, PCO-CONTAINING BALLASTS. AND REPRESENTATIVES. NOTICE. ALL ELECR?ICAL AND GAS SERVICES WTHIN THIS PROJECT ARE 'UNDERCROUND HALT POIFJV DISTURBING ACRWTE5 IN IHE AREA OF DISCOVERY TO ALLOW EVALUA7701V OF Y SIGNIFICANT HISTORICAL RESOURCES THE ARCHAEOLOGfST SHALL IMMEDIATELY PALEONTOLOGIST AT THE SAN DIEGO NA 7URAL HISTORY MUSEUM. e. PRIOR TO THE RELEASE OF THE GRADING BOND, A MONITORING RESULTS REPORT WIN - SrVERE NFAINER EVENT EROSION CONTROL MATERIALS SHALL BE SIORED ON 97E FOR USE AS NEEDED. REFRIGERANTS. I INSTALLA71ONS0. FOR LOCA7701V OF ELEC. CABLES AND GAS PIPING AND APPURTENANCES NO AND BUILDING DEPARTWENT STAFF OF SUCH FINDING AT THE 71ME OF APPROPRIATE' GRAPHICS, SUMMARIZING THE RESULTS� ANALMS AND CONaUSIONS OF THE HAZ--& CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY TELEPHONE. (800) 422-4133 DISCO THE SIGNIFICANCE OF 7HE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY PALEONTOLOGICAL MONITORING PROGRAM SHALL BE SUBMITTED TO AND APPROVED BY IHE 97E DESIGN BMP&* THE PROJECT SHALL BE DESIGNED TO LIMIT POST-DEVEIOPMEVT STORM PRIOR TO GRADING PERMIT ISSUANCE, GROUNDWATER SAMPLES FOR GASOLINE 9. 7HE CON7RAC7OR SHALL N07IFY PACIFIC BELL PRIOR TO ML2070 (12-10-93) STAR71NG WORK NEAR COMPANY FACIU71ES 7WHE THE OGIST IN COIVSULTA77ON WTH 7HE PLANNING AND BUILDING DEPARTMENT AND BUILDING DEPAR7MENT DIRECTOR MUST CONCUR W7H THE PLANNING AND BUILDING DEPARTWENT WA 7ER RIJNOFF DISCHARGE RA RES AND VELOCI TIES 70 MAIN TAIN OR REDUCE PRE-DEVELOPMENT EROSION, AND 70 REDUCE NUTRI04N ORGANIC COWPOUNDS, OIL AND GREAS& AND TRASH CONSTIWENTS SHALL BE COLLECTED AND TESTED BY QUALIFIED HAZARDOUS AND SHALL COORDINATE' HIS1410? WRK W7H COMPANY AND WASTE PERSONNEL RETAINED BY THE APPLICANT F CONS7RUCRON REPRESENTATIVES. EVAL PROCEDURES BEFORE GRADING AC77VI71ES ARE ALLOWED TO RESUME. FOR B, GEa(&Y AND SOILS DEBRIS BY APPLWNG 7HE FOLLOWNG COfVCfPRR- DEWATERING IS REQUIRED. 7HE APPLICANT SHALL REPORT nNDINGS AND N0710E ALL TELEPHONE SERWCES WHIN THIS PROJECT BOUNDARY ARE 'UNDERGROUND INSTALLA77ONS'. FOR LOCA71ON OF CABLES AND APPURTENANCES CONTACT PACIFIC BELL SSIGNIFIMNT SHALL HISTORICAL RESOURCES� A RESEARCH DESIGN AND DATA RECOVERY PROGRAM BE PREPARED AND CARRIED OUT TO M171GA7E IMPACTS BEFORE GRADING AC71WRES IN PROJECT CONS7RUCRON SHALL INCORPORATE OR COMPLY WTH THE MEASURES PROVIDED BELOW TO THE * REDUCE IMPERWOUS SURFACES BY PRQP09NG A SIGNIFICANT AMOUNT OF LANDSCAPE CONCLUSIONS OF 7HE TESTING PROGRAM TO 7HE CITY OF ENCINITAS PLANNING AND BUILDING DEPARTMENT AND COUNTY DEN. F GASOLINE CONS71TUENTS ARE TELEPHONE: (800) 422-4133 7HE At 'EA OF DISCOWRY IS ALLOWED TO RESUME. SA77SFAC77ON OF 7HE ENCINITAS PLANNING AND BUILDING DEPARRWFJVT PRIOR TO GRADING PERMIT AREAS IN AND AROUND THE ENTIRE CAMPUS 70 LIMIT RUNOFF. FOUND AT SUBSTAN77AL LEVELS REQUIRING REMEDIARON, A REMEDIA7701V Ia. IT SHALL BE 771E RESPONSIBILITY OF 7HE DEVELOPER TO CONTACT 7HE U71UTY AGENCIES, ISSUANCE. 771E ENCINITAS PLANNING AND BUILDING DEPARTMENT SHALL VERIFY 774AT FUTDRE PROJECT * ALL GRADED SLOPES AND GRADED NAIURAL AREAS NLL BE LANDSCAPED AND IRMGATED PROGRAM SHALL BE IMPLEMENTED BY THE APPLICANT, 70 THE SA71SFAC77ON ADVISE 7HEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCARONS� F dALL HISTORICAL MATERIALS COLLECRED SHALL BE CLEANED, CATALOGED AND PERMANENTLY PLANS HA VE INCORPORA TED- OR COMPLIED W TH 7HE FOLLOWNG MEASURES. 70 REDUCE EROSION. OF COUNTY DEH, AND n1E CITY PLANNING AND BUILDING DEPARTRENT AND NEEDED. CURAMD WTH AN APPROPRIATE INS71IU71ON (LE, ENCINITAS HISTORICAL SOCIETY OR THE � 1* DIRECT SURFACE RUNOFF 70 FLOW INTO BIOFILTERS (VEGE14TED SWALE) AND 1NnLR?AT10N ENC4NEERING SERVICES DEPARTWENT. 11. ALL IELEWSION SERVICES WTHIN THIS PROJECT ARE 'UNDERGROUND INSIALLA 77ONS'. FOR SAN ARCHAEOLOGICAL SOUETY). ALL ARTFACTS .SHALL BE ANALrZED TO IDEN77FY GED-1 DEVICES PRIOR 10 DISCHARGING IN70 THE STORM DRAIN SY57EM 70 LIMIT RUNOFF. LOCARON OF CABLES AND APPURTENANCES CONTACT (800) 422-4133. 12 (PUBLIC) POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOW ON 7HE -AS FUNCT YV AND CHRONOLOGY AS THEY RELA7E 70 THE HISTORY OF, 7HE AREA. ADD17701VALLY IN ORDER 70 ENSURE SHALLOW GROUND WATER IS NOT PRESENT ON THE PROJECT SITE, AND THAT NO SIGNIFICANT LIQUEFAC7701V EFFECTS OCCUR, A DESIGN-LEVIEL INVES71GA7701V FOR ALL PROPOSED SOURCE CONTROL BMP& THE PROJECT ,5HALL BE DESIGNED 70 REDUCE SEDIMENTS, TRASH AND HAZ-4- PRIOR TO GRADING PERMIT ISSUANCE, SHALLOW SOIL SAMPLES FROM AREAS BUILT" IMPROVEMENT DRAWNGS. ALL OURCES SHALL BE LOCATED WTHIN 7HE DEDICATED ANY S IES ANDIOR FE47URES ENCOUNTERED DURING 7HE MONITORING PROGRAM SHALL BE S7RUC7URES SHALL BE CONDUCTED TO PROVIDE 97ESPEqnC DATA W771 RESPECT 70 DEBRIS� DAL AND GREASE AND EMPLOY EFFICIENT IRRIGA 7701V AND LANDSCAPE DESIGN WIN THE FOLLOWNG CONCEPTS: 774AT ARE PROPOSED 70 BE GRADED SHALL BE COLLECTED AND ANAL)ZED AS RIGHT-OF-WAY OR WTHIN EASEMENTS DEDICATED TO 7HE CITY OF ENCINITAS RECOR)ED ON THE APPLICABLE DEPAR714ENT OF PARKS AND RECREA7701V FORMS GROUNDWATER CONDIRONS. THE INWS71GA7701V SHALL BE PREPARED PRIOR TO ISSUANCE OF A PART OF A PHASE ff ENVIRONMENTAL SITE ASSESSMENT FOR PESTICIDES, IJ. NO PAVING SHALL BE DONE UN71L EXIS77NG POWR POLES ARE RELOCATED OUTSIDE 7HE (DFR .1 23AIB, ET AL.) AND SUBMITTED TO THE SOUTH COASTAL INFORMA71ON CENTER GRADING PERMIT AND TO IHE SA71SFAC7101V OF 7HE CITY ENGINEERING SERVICES DEPAR7MENT * TRASH RECEPTACLES SHALL BE PROVIDED IN PARKING LOT AREAS AND OUTSIDE OF HERBICIDES, AND ARSENIC BY QUALIFIED HAZARDOUS WASTE PERSONNEL RETAINED BY THE APPLICANT THE APPLICANT SHALL REPORT FINDINGS AREAS 70 BE PAVED. 14. (PRIVATE) PRIVARE' ROAD IMPROVEMENTS SHOW HEREON ARE FOR INFORMA7701V ONLY CITY AT SAN MONITORING DIEGO STA7E UNIVERSITY AND THE SAN DIEGO MUSEUM OF MAN WTH THE FINAL RESULTS REPORT. 00-2 BUILDINGS 70 DISCOURAGE UTTER. * 771E PARKING AND DRIW AREAS S�IALL BE SWPT REGULARLY ,AND CONCLU-SIONS OF 7HE PHASE 1.1 7ES77NG PROGRAM TO THE CITY OF ENCINITAS OFFICIALS SIGNA7URE HEREON DOES NOT CONS7I7U7E APPROVAL OR RESPONSIBILITY OF ANY a PRIOR TO RIE RELEASE OF THE GRADING BOND, A MONITORING RESUL773 REPORT ANDIOR IN ORDER TO IDENTF`Y NECESSARY MEASURES TO ENSURE INTEGRITY OF IHE PROJECT S17E DUE TO * FLUID SPILLS SHALL BE CLEANED UP IMMEDIATELY WTH ABSORBENT RAGS OR MATERIAL * PLANNING AND BUILDING DEPARTIAENT AND COUNTY DER. F CONTAMINATED SOILS ARE FOUND AT SUBSTAN77AL LEVELS REQUIRING REMEDIATION, A KIND FOR THE DESIGN OR CON57RUCRON OF 7HESE PRIVATE' IMPROVEMENTS (IF APPLICABLE). 15. (PUBLIC) ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF; AND ALLOW NO ESCAPE OF EVALU47101V REPORT F APPROPRIATE, WfIGH DESCRIBES THE RESULT3, ANALYSIS AND THE PRESENCE OF MODERATELY CORROSIVE SOILS, THE APPLICANT SHALL HIRE A CORROSION ENGINEER TO EVALUATE THE CORROSION P07EN77AL OF 7HE S17E SOILS 70 PROPOSED RAIN 5HU7OFF DEWCES TO PREV19VT IRRIGA71ON DURING AND AFTER PREUIPITARON. * IRRIGA71ON SYSTEMS TO BE DESIGIVED 70 EACH LANDSC4PE AREA'S WATER REQUIREMEIVRK REMEDIA77ON PROGRAM SHALL BE IMPLEMENTED BY THE APPLICANT, TO THE SA71SFAC77ON OF COUNTY DEH, AND THE CITY PLANNING AND BUILDING LIGHT ABOVE THE HORIZONTAL CONCLYSIONS OF 7HE EN77RE HISTORICAL MONITORING PROGRAM (W7H APPROPRIATE IMPROVEMENTS AND PROVIDE SPECIFIC CORROSION M171GA71ON MERIODS APPROPRIATE FOR THE * FLOW REDUCERS OR SHUIOFF VALVES 70 COJVR?OL WATER LOSS IN THE EVENT OF BROKEN DEPARWENT AND ENGINEERING SERVICES DEPARTMENT 16. 7HE C0N7RAC70R SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTWENT A GRAPh CS AND PHO70 DOCUMENTATION) SHALL BE SUBMITTED TO AND APPROVED BY THE PROPOSED PROJECT. THE CORROSON ENGINEER WOULD PREPARE A RRITREN EVALUA77ON TO BE SPRINKLER HEADS OR PIPES FRE-00NS7RUCROJV MEE71NG AND SHALL PROVIDE AT LEAST 48 HOURS OF N077CE FOR SUCH PLANA VG AND BUILDING DEPARTIdENT DIRECTOR. FOR SIGNIFICANT HISTORICAL RESOURCES, REWENED BY THE CITY ENGINEERING SERWCES DEPAR7MENT AND APPROVED PRIOR TO ISSUANCE HAZ-& A MEE77NG PHONE NUMBER 6JJ-2770 IZ 771E DEVELOPER SHALL BE RESPONSIBLE 7HAT ANY MONUMENT OR BENCH MARK WHICH IS A RES ARCH, DESIGN AND DATA RECOVERY PROGRAM SHALL BE INCLUDED AS PART OF OF A GRADING PERMIT TREA WENT CONTROL BWPS. IN ALL INSTANCES� STRUCAIRAL TREATMENT BVPS MAYBE ON-97E OR OFF-SITE, USED SINGLY OR IN COMBINABON, OR SHARED By MUL71PLE PRIOR 70 GRADING PERMIT ISSUANCE, THE PROJECT APPLICANT SHALL ENSURE DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL THE E 4LUA77ON REPORT A M177GA77ON REPORT FOR SIGNIFICANT HISTORICAL RESOURCES, C. JJWROLOGY AND WA ZER QUAU . .LOCATED NEW DEVELOPMENTS PURSUANT TO THE FOLLOWING OWERIA: REGULATORY OVERSSIGHT OF THE SAMPLING ACTIW77ES AND ANY NECESSARY ENGINEER OR A LICENSED LAND SURWYOR. F R64 11RED, SHALL BE SUBMITTED. TO AND APPROVED BY THE PLANNING AND BUILDING FU7URE DEVELOPMENT SHALL INCORPORAIE OR COMPLY WTH 7HE MEASURES PROVIDED BELOW TO 7HE REMEDIA77ON PROGRAM DESCRIBED ABOW BY RUNG AN APPUCA77ON TO DEPAA WENT DIREC70R PRIOR TO THE RELEASE OF 7HE GRADING BOND SA775FAC7701V OF RIE ENCINITAS PLANNING AND BUILDING DEPARTMENT PRIOR TO ISSUANCE OF GRADING * ALL STTUCIURAL TREA IMFjVT BIWPS SIALL INRL 7RA 7E, RL TER ANDIOR 7REA T THE PAR77CIPATE IN THE SAN DIEGO COUNTY DEH VOLUNTARY ASSISTANCE la THE DEVELOPER SHALL MARK 7HE LOCA71ON OF EACH MIER LATERAL f COPIES OF THE APPROVED MONITORING REPORT SHALL BE PROVIDED TO 774E ENCINITAS PERM17S 7HE ENCINITAS PLANNING AND BUILDING DEPARTWENT SHALL VERIFY THAT FU7URE PROJECT REQUIRED RUNOFF VOLUME OR FLOW PRIOR 70 DISCHARGING 70 ANY RECEIVING WATER PROGRAM. AND WATER SERWCE BY CHISELING RIE LETTERS -S- AND -r ,�?,OFESS/ RESPECTIVELY, 2 INCHES HIGH IN70 THE FACE OF THE CURB. HISTORICAL SOCIETY SAN DIEGO HISTORICAL SOCIETY AND THE SOUTH COASTAL PLANS HAW INCORPORATED OR COMPLIED WTH THE MEASURES LISTED BELOW. BODY SUPPORTING BOVEFICIAL USM * POST-CONSTRUCRON STRUC7URAL TREA WENT COJV7R0L BMPS SHALL COLLEC77VR Y BE HAZ-&* I I INFORMATION CENTER AT SAN DIEGO STARF UNIVERSITY. 1) I / <11 19. THE ADDRESS OF EACH LOT BE PAINTED ON THE CURB IN A . i 1 I HVIRO-1 DESIGNED TO COMPLY KITH THE NUMERIC NZING 7REA7MENT STANDARDS * SHARED BURS 91ALL BE OPERA 710NAL PRIOR 70 THE USE OF ANY DEPENDENT PRIOR TO RELEASE OF BOND FOR THE GRADING PERMIT, THE VOLUNTARY ASSISTANCE PROGRAM CONCURRENCE LETTER FOR THE PHASE H ESA AND ANY SSHALL co Ci � PRIOR TO ISSUANCE OF GRADING PERMITS, IHE PROJECT APPLICANT SHALL DEMONS7RARF DEVELOPIWEJVT - No. 5932 7- MANNER AND LOCA77ON APPROVED BY THE INSPECTOR. - C-0 rn uj Ev. 06-30-13 20. ALL NVRK SHALL BE DONE IN ACCORDANCE WTH THE STANDARD F FAUN) L MA TERIAL THOUGHT 70 BE HUMAN IS ENCOUNTERM, ALL ON-SIRF CONSIRUC77ON COMPLIANCE WIH ALL APPLICABLE REGULA71ONS ESTABLISHED BY 774E U.S. ENVIRONMENTAL OR PHASE OF DEVELOPMENT THE SHARED BMPS SHALL ONLY BE REQUIRED 70 TREAT THE DEPENDENT DEVELOPMENTS OR PHASES OF DEVIELOPMEVT THAT ARE IN USE. NECESSARY REMEDIA71ON PROGRAM aosuRE LE77ER ISSUED By DEH SHALL BE SUBMITTED TO 774E PLANNING AND BUILDING DEPARTMENT AND THE ce MI -0 SPECIFICA 7701VS FOR PUBLIC WRKS CONS7RUC710N (LA TEST EDITION), SHALL CASE IMMEDIATELY WILE A QUALIFIED ARCHAEOLOGIST IS CALLED TO EXAMINE AND PR07EC77ON AGENCY AS SET FORIH IN THE NA71ONAL POLLU7101V DISCHARGE ELIMINATION ENGINEERING SERVICES DEPARTRENT * * THE SAN DIEGO STANDARD SPECIAL FROV19ONS TO 7HE STANDARD DETERMY E IHE NA R)RE OF 7HE FIND. F FOUND 70 BE HUMAN, THE ARCHAEOLOGIST WLL SYSTEM (NPDES) PERMIT REQUIREMENTS FOR URBAN RUNOFF AND STORM WATER DISCHARGE F. HAZ400 WD UAZAROM MAMMLS �P;'� clvk\� SPECIFICA77ONS FOR PUBLIC 10ORKS CONSTRUCRON (ADOPTED BY RIE , CONTACT IHE COUNTY OF SAN DIEGO'S OFFICE OF THE CORONER FOR A P05177W IDENIIRCA77ON AND ANY REGULA71ONS ADOPTED BY 7HE CITY OF ENCINITAS PURSUANT TO 771E NPDES - FUTURE DEVELOPMENT SHALL INCORPORATE OR COMPLY WTH 7HE MEASURES PROVIDED LOF CA'10� SAN DIEGO REGIONAL STANDARDS COMMITTEE), ML2070 (12-10-9J) OF 7HE REMAINS, DETERMINARON OF ST47US AS NA77VE OR NON-NAT`W, AND A GENERAL REGULA7701VS OR REQUIREMENTS. FURRIER, THE APPUCANT SHALL FILE A NOTICE OF INTENT (NCI) WTH THE STARF WATER RESOURCES CON7ROL BOARD TO OBTAIN COVERAGE UNDER 7HE NPDES BELOW TO THE SA77SFAC77ON OF THE ENCINITAS PLANNING AND BUILDING DEPARvVIENT AND THE SAN DIEGO REGIONAL STANDARD DRAWNGS (LATEST ED17101V) TEMPORA. ASSIGNMENT GIVEN (PRE-HISTORIC OR HISTORIC). F THE REMAINS ARE IDENRFIED GENERAL PERMIT FOR STORM WA TER DISCHARGES ASSOCIA TED WTH CONS7RUCRON AC77VITY PRIOR TO DEMOIJ77ON PERMIT ISSUANCE (HAZ-1 AND HAZ-2), PRIOR TO GRADING Immufmad BE-da Akd AS NA 711 CONTACMD E AMERICAN AND PREHIS70RIC, THE NA 77W AMERICAN HERITAGE COMMIS5101V WLL BE BY 7HE COUNTY CORONER SO THAT A IMOST LIKELY DESCENDANT' GROUP CAN BE AND SHALL IMPLEMENT A STQRMW47ER POLLU77ON PREVEN77ON PLAN (SNPPP) PRIOR TO THE COMMENCEMENT OF GRADING AC71WRES. THE SWPP SHALL INCLUDE 007H C0NS7RUC710N AND ANDIOR BUILDING PERMIT ISSUANCE (HAZ-3 THROUGH HAZ-5), PRIOR 70 RELEASE OF BOND FOR THE GRADING PERMIT (HAZ-6), AND PRIOR TO CERTFICARF OF OCCUPANCY Latitude 33 =mmymm DESIGIVW ED AND THE HUMAN REMAINS PROPERLY AND LAVIFULLY CLAIMEDIREINRERRED. POST-CONSR?UC71ON POLLU71ON PREVEN7701V AND POLLU7701V CONTROL MEASURES AND SHALL IDEN77FY FUNDING MECHANISMS FOR POST-CONSIRUC7101V CON7ROL MEASURES ISSUANCE FOR FU7URE DEVELOPMENT PHASES (HAZ-7). 774E ENCINITAS PLANNING AND BUILDING DEPARTMENT SHALL VERIFY THAT FU7URE PROJECT PLANS HAVE INCORPORATED OR COMPUED W7H THE FOLLOWNG MEASURES -_ Planning and Engineering CUL IML M 0 PALEO-1 - I-ON 422-4133 7HE APPLICANT SHALL PROVIDE A PALEONTOLOGICAL MONITORING PROGRAM DURING ALL SOIL � 5355 Mira Sorrento Place, Ste. 650 EXCAVA71ON PER 7HE FOLLOWNG REQUIREMENIS- San Diego, Ca. 92121 850-751-0633 Fax 858-751-0634 � MI EMU nU DM REVISIONS 11 APPROVED DATE REFERENCES DATE . SCALE PLANNING AND BLDG. DEPARTMENT CITY OF ENCINITAS ENGINEERING DEPARTMENT - DRAWING N . =_ C. I I " C" J= -/,\ - - if CITY OF ENCINITAS BEN CORNER OF CONCRETE FE DRIVE WEST OF INTE NORTHEAST RETURN INTO ENCINITAS. 2.50 BRASS �HMARK ENC-4& NORTHWEST DROP INLET ON NORTH SIDE OF SANTA tSTATE HIGHWAY 5 AT THE SCRIPPS MEMORIAL HOSPITAL DISC ENC-48 2004 ELEVATION is HORIZONTAL AS SHOWN VERTICAL AS SHOWN REVIEWED BY, PLANS PREPARED UN VISION OF DATE. EJZ/ z R.C.E. No. 59320 REVIEWED BY: 10, MASIH MAHER, 4�,oIoL�� C42519 4 LAWRENAf A. WATT PUBLICIWORKS DIRECTOR KEY MAP AND TYPICAL SECTIONS SCRIPPS DEVONSHIRE MEMORIAL HOSPITAL DRIVE WDENING PROJECT 354 SANTA FE DRIVE 10747-1 foiz_ 73 'F F F 0 O� AAAkJrZJw_ _iy-_3*16 — - I i i 173.376 NAVD 88 — . . ENGINEER I _( - EIP. 6-30-2013 ,,,eA RNOLD J. WHITAKER DATE: S1 1%/1 2. DATE* 5_'-2,(-j7_ WORK PROJECT NO. 06-066 MUP/bR/EIA/CDP . I — DATE: I I I I I I SHEET 2 OFj .je -�i 34 11 Is Gu I LT.s � � A s GUILT z/1N - - , - __ '�>o �� '�� C> I 1:1 - co `:� w 0 � < a .-i < r_ m In =) V) F L0 I R in U) , 1 4:�� 'o) 471� C14 .4- 00 I� � < < on _j _j < < r Iz_ m 2 MOO D =) Cn Cf) 0 w F re) 14- I I R R on (/) CA 01 .T,<, co C-4 �r'-'7z� C-4 '0 I .. 0 ILj < < 00 _j _j < < Iz Iz- 3 m M DO 5 :3 U) V) ,-- C, (1) z , 04 I 1 9 R cc U) U) 0 1 '!:�<' * (0 4::��z 04 U) 0 � .. � w < < a a __ _j _j < < r_ - :E m M CO :3 :3 U) (n 1_0 Cn Z , 04 1 1 �7_ ?-- 0 0 EASTERLY aEVATTOIVS SHOWN HEREON REPRESENT OVERHEAD CONVERSION NOTE' 1. 714E DESIGN SHOWN HERE -ON IS THE ULTIMATE DESIGN OF THE UNDERGROUND CONDUITS WITHIN THE DEVONSHIRE ROAD RIGHT- OF-WAY FROM THE EXISTING ROUND -ABOUT AT SANTA FE DRIVE TO THE NORTHERLY SCRIPPS BOUNDARY. HOWEVER, THE PHASING OF THE OVERHEAD CONVERSION IS ANTICIPATED AS FOLLOWS: • RELOCATE ONE POLE AT MELBA/DEVONSHIRE INTERSECTION (NORTHEAST) AND ONE POLE IN RIGHT -OF -WAY SOUTH OF BLOCK B LOT 1. • INSTALL /CONVERT OVERHEAD 70 UNDERGROUND BETWEEN THESE TWO NEW POLES ONLY. • INSTALL THE UNDERGROUND CONDUITS ONLY WITHIN THE DEVONSHIRE ROAD RIGHT- OF-WAY FROM THE EXISTING SANTA FE ROAD ROUND -ABOUT TO THE NORTHERLY SCRIPPS BOUNDARY. • THE REMAINING CONVERSION OF THE OVERHEAD FAC1U77ES INTO THE UNDERGROUND CONDUITS AND PULLING OF CABLES WILL BE COMPLETED IN THE FUTURE CONS/S7ENT WITH THE CONDITIONS OF APPROVAL FOR THE MUP. 6 +00 5 +50 5 +00 EASEMENTS AN FOR 771E PURPOSE SHOW BELOW AND �¢ RIGHTS IINMCIDEN AL THERETO AS SET FORTH IN DOC, yB R /GHTS�CIDENTAL THERETO A © GRANTED T0: COUNTY OF SAN DIEGO GRANTED TO: CITY OF ENC/N PURPOSE.' PUBLIC ROAD AND INCIDENTAL PURPOSES PURPOSE CITY HIGHWAY RECORDED: OCTOBER 24, 1958 IN BOOK 7317, RECORDED: MAY 19, 2005 PAGE 600 OF O.R. 2005 - 042546, f-, WAPI I; SHOWN BELOW AND `T FORTH IN DOC, DOC. NO. O.R. I Uj Y Imo -- r,IJCri A .... f j �i a J 0_ QROFESS /O CD Wy��l� In k 59320 z 0% j Exp. 06-3D-13 CU *CIVI* sT OF C \P Latitude 33 In Salta Alwt Planning and Engineering 5355 Mira Sorrento Place, Ste. 650 •, San Diego, Ca. 92121 -a C1� m 1 858- 751 -0633 Fax 858 -751 -0634 o a 1 -8w � -41`93 DESIGNED BY I DRAWN BY I CHECKED BY v ■ ® ® ®_ e- .rM , °� DIM _ As GUILTS 2 +50 2 +00 - - co -H4 1+50 1+00 0 +50 0 +00 0 SANTA FE DRIVE /MPROVEW07S PER CITY OF ENCINITAS CONSTRUCTION CHANGE ° rl�JC JJ\JI I rl � H0Cr3PJ f-A ` —LLi' C� �' _ Awl c 005 7 1 — J _ D0CLMjJr�yJ7 JvJJ, 2010-00555114f 13 2 �t 9 l CONDUIT IMS-TALL4T.ION - i 1 r % ` ,l li' ��C'� ( 000000 I�JJ��Jr��J,��l �� EX WATER SERVICE TO BE ., � 4 t j J _ _ -.. Tr J� I JJ, ABANDONED AT MAIN BY Stll1 T11 OF ME A` DR . NAS 1 to I CONTRACTOR BEW REMOYEDD FROM THIS /yryyIr dA� rr TO 69GM RE! 094 4W - - u'' C-0N. 294M VAN.--06206&-0f&- t ❑ pL �p �, LI,� - I ` {f _L __ ' _ __ ' I\" iRIC £ONVCR�OIV-- --L / — - - 10 rr - - 5 17 _ PAV ` T _ in o" :— _ - rL - -- / Q Q 5 is 3 +00 — 2 +00 _ l -- _ -- 4 +00 L - 1 v 1 +00 mm PROJECT BOUNDARY l _ v°i U°i DEVONSHIRE DRI VE - - _ - - -__ - __ --- 1 �- = T - t,, :_ _ __ __ _ ___ ° _ 16 - f - _ -3` _...._ ; pQ pe n I to / 171 J .. _tS . _j � _. -._ L. -_ / ., t � L- '-- i 1. (? .". `f _ -. � \ 1 = 'f i _, _.._ t " '<. ✓f � !, � _ f 1 t = I O �\,� / Co C i l _ I -..... _ l- O � CJ t\ ` � �� '� . _�'�✓ � ( \._ / , ; . �_ ( i , , ... � ld ( ._ r r� _ \. _ ti , L� �'l / � =" __� .� i ,_/ ` -� \ •� —� � � '. I�\..- \.._.., /i_1 : l V I ! ; � t � ' � 3 # S ° ° J � r / . — " fl o= f PL AN: DEVONSHI RE DRIVE �- J in m I 10 EXISTING WATER SVC. W/METER ©1 EXISTING STORM DRAIN INLET (PUBLIC) EXIST. IMPROVEMENTS PROP. IMPROVEMENTS p E DAR DOU�T PER EXISTING TILT TIES 11 EXISTING FlRE SERVICE ®EXISTING 8' PVC WATER LINE (PRIVATE) Qj EXISTING CURB AND GUTTER 1❑ SAWCUT 1D RIP -RAP PER SORSD O EXISTING IE HONE 12 EXISTING GATE VALVE(S) ® EXISTING SEWER FORCE MAIN (PRIVATE) URFC PER C DW TRENCH RESURFACING SD -SD ® G D -40 ®EXISTING CURB ® REVERSE FLOW O EXISTING 0 EAD ELECTRIC 1© EXISTING BACKFLOW DEVCE ® EXIS71NG 18" RCP STORM DRAIN PIPE (PRIVATE) DWG SDGMEN 19 SIDEWALK UNDERDRAIN ®EXISTING A.C. PAVEMENT A C. PAVEMENT PER CSD -SD O EXISTING UND RGROUND ELEC. 14 EXISTING FIRE HYDRANT ® EXISTING 8" PVC WATER LINE (PUBLIC) ® DWG. SDG -113 (SEE DETAIL SHEET 10) EXISTING WALL 12 STORM DRAINPIPE PER ® EXISTING HA N HOLE 1© EXISTING 8" SEWER (PUBLIC) ® EXIS71NG SEWER FORCE MAIN (PRIVATE) ® SIDEWALK PER SDRSD DWG G -7 ❑ SDRSD DWG D -60 AND D -61 5O EXISTING TRANSFORMER 16 EXIST. SEWER MANHOLE (PUBLIC) ® EXISTING STREET LIGHT ®EXISTING RAMP RAMP PER SORSD DWV. G -29 13 BROW DITCH, TYPE D PER ® EXISTING PO POLE 1© EXISTING SERVICE CABINET ® EXISTING 12" PIG STORM EXISTING DRIVEWAY ®W/BLACK TRUNCATED DOMES G -30 ® SDRSD DWG D -75 O EXISTING 1 P GAS 18 EXISTING PEDESTAL DRAIN PIPE (PRIVATE) EXISTING SIDEWALK © DWG. GN2 (TYPE G)PER SDRSD 14 STRIPING SEE SHEET 11 ® EXISTING FlBE OPTICS 19 EXISTING 18" RCP SD PIPE (PUBLIC) ®LINE 1NG 12 (PUBLIC) WATER ® EXISTING LANDSCAPE AREA ® 15 � HNOTE 2 ON YDRANT, INDUSTRIAL 8 7 CURB PER SDRSD DWG. G -1 EXISTING 6" A WATER (PUBLIC) EXISTING SO MANHOLE PUBLIC EX /STING STRIPING 16 ® (PUBLIC) ®RETAINING WALL SEE SHT. 17 PER W.A.S. WF-Oi DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINIT S BENCHMARK ENC -48. NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL AS SHOWN -L/ , /I FE DRIVE WEST INTERSTATE HIGHWAY 5 AT THE DATE: % �Z NORTHEAST RE RN INTO SCRIPPS MEMORIAL HOSPITAL MASIH MAHER, C42519 LAWR A. ENCINITAS. 2.5' BRASS DISC ENC-48 2004 ELEVATION IS VERTICAL AS SHOWN R.C.E. N0. 59320 PUBU WORK 173.376 NAVD ENGINEER /� DATE: OLD J. WHITAKER EXP. 6 -30 -2013 DATE: SJIa�IL DATE: r�ZL 0 N 17 TYPE B CURB INLET PER SDRSD DWC D-2 25 TYPE G-1 CAT7,7I BASIN N ® FeReMfN SEWER MANHOLE SDRSD DWG. D -8 ;"_— "ft 511`ff;Fa}(Rs0 sM-o2) ®InoRETpvnau swALE 19 NIA (SEE DETAIL SHT. 10) 0 0 10 20 40 99 ® N/A ® END CAP (TO GRADE) 21 CONNECT TO EXISTING SEWER 28 N�A (� ) o = zo FT. CONNECT TO EXISTING INLET t INCH Co ® (MATCH EXIST. INVERT, 1E= 157.1.*) ®Hi4 NOTE TO CONTRACTOR N o 2® CONCRETE CROSS GUTTER SDRSD G-12 PRIOR TO CONSTRUCTION, CONTRACTOR TO ® INSTALL S7RRLFT LIGHT P0774OLE EXISTING UTILITY N07ED WHERE MARKED 24 RELOCATE EXIST. IRR. METER AND PER SDRSD _E -1 ( ®)• PROVIDE 12" (MIN) VERTICAL CLEARANCE Q BACKFLOW PREVENTION DEVICE PER I AMP sHaRan>V (VER SH3� BETWEEN THE PROPOSED ELECTRICAL DUCT BANK ® ° W.A.S. OR-01 .F34) TO BE 26710WO AND EXISTING UTILITY CROSSINGS _j q CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. m m PLAN AND PROFILE (STA 0 +00 TO 6 +00) coil SCRIPPS MEMORIAL HOSPITAL 10747 -I DEVONSHIRE DRIVE WIDENING PROJECT N RECTOR 354 SANTA FE DRIVE I I WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEET 3 OFr34. e sa ?_4.I!.ti is�z: ��: ila, 'i63[�:(r3('•.l•'�ili;�:1�►a'1- X15.769 r r 19 I I I I I i 12 +00 11+50 11+00 10 +50 10 +00 9 +50 9 +00 8 +50 8 +00 7 +50 7 +00 6 +50 6 +00 Q p I J " \ a — '�i' r \ i 2 ,, :. } °TfNG:`: :: EX't 'TIN- G':MEt�aQAL:. ... ..:..'.'.`.'.'.'. .'.`.'.'.'.'.'.'.'.'. — Alt -C 310::: j 20 0 10 20 40 -° ! i - ... r u r ( to { D1 Q s Htf�E ::: �; : ' : ` ' � Fr:c� .�c � � r . ' ..... ' �JI�J�JJ �.11-f r !siiiiii ,i �ti a / �� of / �- a- >/ ro.r: �, :, ; ': , ,,� �� x., -�' yF f CONDUIT tus -TALL -T10N SOUTH Of ��. �r,:' �. .�.r. �r::�r {� r'. ti i ,, P 14 — n� Fir _ t . , _. rx . , t ; u ` — �, iNIS N SE t _ -- _ �_ _ ' r FR6M P A r.k .. 1 INCH 20 i'1'. ,.. / ' . ' . / ,, __ _ �_ ._ _ __ - t , _...•_ - : -_ r -�. - � -- � "- ` - , .._ __ _ _ � �.. � � M� `:� -- -.vY: -- =� .i •aj, /! -. _ .r— - �-- _...__ _ _ - __ � __ _. v._- _- � � �. _:.. -. _ - .. - • __ __ - - _.._ -- - - - �_ . .. r n , ._ - - - - -- 7 - - -- - - -- -- _ - _ . -.._._ _ .. _. - - -- - - - -- ..... - ....__... r- - -- - - - - - - _ - . - SDGdcE MANHOLE _ —. REMOVE/)2EPLACE _ SDG&E PLANS - /REPLACE _ - - _ - /1 u:'%'- - - - - - _..-. EXIST. SIDEWALK - EXIST. PANEL WIDTH - _ — _ — _ _} __ ®_ -- — — — -- - _ -. FULL PANEL WID1H - LL PANEL W1D1H - - - i —..— -.. �... -- -- -- - -- - -— Q Q ! F i / 16 REMOVE/REPLACE 12 +00 11 +00 r 10 +00. DEVONSHIRE DRIVE s +oo -- EXIST. CURB & GTR. 1 ©' 0 I - _ _ _ MOO - r- v1 I 1 - 1 - - - - - - - - - -- - - - - � CAUiIgVIH _ -- •- _ _ 4 ti /yam ,, -�, -- -�-_�- CAUIIQNIU p DQSiMVG IAp GAS LANE �- � SERNCE � CONTRA C1i7R 10 PROTECT /� I� 1 ,�._.'� r "f '�N — IN PLACE . - z LAJ...... _ .... -R W W 1 . � I � . _- i t5 i ��' `,i v �^� � � , : � �' A � / % / � � 0 � -� � I � � 1 "ii �� 6 1 _ r J t iili — yr /Rti� v I :y4 v i I vN � f W Uj �_ r W ,/ _ '.t .,^i % 7� �� ; � I � ! I a. / U i i i 04 I� W i � �' it a t y i i I,i l% f �' (! _ —_ - - -- \ -/- , �� - � °� � � ti/\ � ,% rO , W ONO, i�'T�l r �) �J %I�V �J ,`] Y'�, �1�v_ �1 ��/� T �•.„ �� ✓��i� T� 1 l .._ ___ 1 ;tQ. 8 1 tB .. .. i __ ___ __ �� `� A _ (�' .J ,gin ,J'. `� �� W - 1'., — ....... t - �.. i I JT i ►� ;�� T J �� J- J Z o o fj- - - -- ---------- — -- - ,�`•2' f r.. `C _'._i ! _- >/' : y DEVONSHIRE 1, �1f a QROFESS /O,y / s�T ,,� ', - I �: A.i . -� ( PLAN.- SCALE: 1 "S2D' E DRIYG '�,- I `' �j��i11VJT/1 J ll JTl� r�)��JJ )��r/�1� j�J��tr�! ��! �� i I / � � vm�i c•' �0 0 WH/ 9� I o co In '�� 59320 r �Fym EX/STI G' U71LI TIES EASEMENTS EASEMENTS EASEMENTS EASEMENTS NOTE TO CONTRACTOR N fU w Erp• 06 -3o-13 * * ® FOR EXIS ING UTILITY ® AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS 92 AN EASEMENT AND RIGHT OF SURFACE USE 45 FEET IN WIDTH 49 COVENANTS, COND171ONS AND RESTRICTIONS AS SET FORTH IN y/ AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS PRIOR TO CONS7RUC1i0N, CONTRACTOR g a srq OF CAI- \F '�P DESCRIP ON, pSEE SHE�E /T�3 GRANTED NTED TO. COMMUNIITY PSSYYCHIATRIC CENTERS ALONG AND ACROSS PORTION OF LOT PARKING AS D SCLOSED BY RECORDED• ENT FEBRUARY 10, 1989 AS INSTRUMENT NO. GRANTED 70: THERETO AS SET SAN DIEGO GAS AND ELECTRIC COMPANY WHERE MAR EDI (®). PROVIDE 12 "D N Latitude 33 EXIST Mr R0VGMENTS PURPOSE: INGRESS AND EGRESS DOCUMENT RECORDED FEBRUARY 2, 1978 AS FILE NO. 89- 10910, OFFlCIL RECORDS PURPOSE.• PUBLIC 171LITIES, INGRESS AND ERESS (MIN) VERTICL CLEARANCE BETWEEN - _ - - -_ - - RECORDED: JUNE 19, 1974 AS FILE NO. 74- 163175, 78- 043767 OFFICIAL RECORDS RECORDED: MAY 4, 1954 IN BOOK 5227, PAGE 65 OF O.R. THE PROPOSED ELECTRICAL DUCT ® \ N Ow d" Alert Plannmg and Engineering ®FOR EXIS NG IMPROVEMENT OFFICIAL RECORDS 56 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS \ BANK AND EXIS77NG U71UTY c0 0 5355 Mira Sorrento Place, Ste. 650 DESCRIP ON'' SEE SHEET J. 34 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS \ 14 EASEMENTS FOR INGRESS AND EGRESS, PIPELINES, DRAINAGE AND/ INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED T0: SAN DIEGUITO WATER DISTRICT �¢ INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT CROSSINGS N ,n '3a cua asvose mn to San Diego, Ca. 92121 p B ', r p C� >!� 858 - 751 -0633 Fax 858- 751 -0634 PROP. MI- R0VEMEN I J UNDER, ALONG AND CROSS THE EASEMEN�PARCEL(S AS OVER, RPOSE: T® UNDERGROUND FAC /L S RECORDED. MARCH 30E 199Y AS FILE NO. �99 0178559, ©PURPOSE: TO PUBLIC ROAD ANDIINCIDENTAL PURPOSES ® 1- 800422 -4193 # FOR PR 05ED IMPROVEMENT GRANTED AND/ OR RESERVED IN VARIOUS DEEDS OF RECORD RECORDED: JUNE 19, 1978 AS FILE NO. 78- 253619, O.R. OFFICIAL RECORDS RECORDED: OCTOBER 24, 1958 IN BOOK 7317, PAGE 600 Q o DESIGNED BY DRAWN BY CHECKED BY ❑ p DESCRIPTION, SEE SHEET J. OF O.R. p CD no roamrc wvs ewes mn � MJY MJY SCK Q -j REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY ®F EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. � m CD In CITY OF ENCINI rAS (BENCHMARK ENC -48. NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY. PLAN AND PROFILE (STA 5 +00 TO 12 +00) v=i N c L. Ts CORNER OF CR TE DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL AS SHOWN H p FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE DATE: S' �% /t M. SCRIPPS MEMORIAL HOSPITAL � 0747 -1 � N g4 Aj* CD NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, 59320 MASIH MAHER, C42519 a WATT DEVONSHIRE DRIVE WIDENING PROJECT OD ENCINITAS. 2.5 BRASS DISC ENC -48 2004 ELEVATKIN IS VERTICAL AS SHOWN k R.C.E. N0. PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE }I 173.376 NAVD DA• E: ENGINEER EXP 6 -30 -2013 DATE: S/ 1 �/ I2- DATE ' I WORK PROJECT N0. 08 -066 MUP/DR/EIA /CDP F _ ZOLD J WHITAKER 2 (z SHEET 4 OF v c;,aa AS SU/i�T CURB LINE TABLE CURVE BEARING LENGTH REMARKS L1 NOIV523E 79183 6w CONCRETEC&G G-2 L2 N2736'51T 13.13' 1 2517645" L3 N23'4941'W 1,183' 3 CURB CURVE TABLE CURVE DELTA LEIV07H I RADIUS I REMARKS C1 1 2639-41- 20.00 9.31 6 CONCRETE C&G G-2 C2 1 2517645" 20.00' 1 877 3- PVC PERF• PIPE (1% MIN) PUBLIC STORM DRAIN DATA SD— NO. DELTA/BEARING LENGTH RADIUS REMARKS 1 N01V540 E 75.06 - 18 RCP 150-CL A 4.42** 2 N0117523 "E 293.0' - 3- PVC PERF• PIPE (1% MIN) 3 N555254f 5.20' - 18' RCP 150 -CL O 1.0% O I• ',. n °T. v - fee '.• : it G Y - r i i I I i I , : _ - - — I 1 -,- 1 " PVT SEWER FM DATA _S_ N0. [DE A FARING LENGTH RADIUS REMARKS 1 '55'00-W I 35.40 - 8 PVC FM �WA 1 E)OS>MIG PAIIE�IFIVT 12"A1IQNS .......... }m HEREON REPRES�TIT r I 1- m 17 +00 16 +50 16 +00 15 +50 15 +00 14 +50 14 +00 13-+50 13 +00 12 +50 12 +00 Co I " SEE PROFILE SHEET 8 VT STORM DRAIN DATA —SD- ENO.DEa TA/BEAR/N G LENGTH RADIUS REMARKS 10123 W 137.90 - 4 PVC FTC DRAIN LIGHT POLE, (SEE SHEET 9) 20' WATER EASEMENT PER _ -- L. r FrIVCI1\lJ7r0r, I rh�) pl r,, L P�rr, ) CJC JJ� LJWrN 7 lVJ, 20IJ-JJ�5I74 R ELO CATION DOC• NO 2011 - 0502375 NOES TO CONRACTOR - -OR. RECOR DED ON 9 -27 -1 1 1. POTHOLE. EXISTING LIGHT POLE Cr ' 1 EXISTING TREE CLUSTER I �rl r l�lJ, J J J J J 11lJ��Jrj r✓ r J�� INSTALL 1 "METER AND PRIOR TO CONSTRUCnoN, CONTRACTOR TO * CONVERT EX. CURB INLET TO CLEANOUT WITH TRAFFIC COVER TO BE REMOVED IlP 1 ht - - ° TO BE REMOVED -1 POTHOLE EXISTING UTILITY N07ED WHERE o ( ) - - —i i- ... r AND RELOCATED 1 1 CONNECT 70 n i n I o 1 BACKFLOW PER WA.S NR -Oi, - - - -r - - EXIST LIGHT TO REMAIN PROTECT IN PLACE ! ._- -- RELOCATE 1E IRR. MAIN I I ( ) EXIST. IRR. MAIN BEHIND FACE OF CURB (5 -FEET BEYOND 4 � ? . ~ A `, 17 - - MARKED ® PROVIDE 12" MIN VERTICAL N ( r� ! i 0 CLEARANCE Bf : fi " I 1 TWEEN THE PROPOSED ELECTRICAL } { K-,E" ST UGHT 77� REMAIN PRO7ECT IN PLACE r ' LIMIT OF W1aRK EXISTING CURB TO REMAIN REFER TO l _ . -- FACE OF CURB l i ): �, / ( RR. PLANS) I (REFER TO IRR. PLANS) - DUCT BANK AND EXIS71NG U71UTY CROSSINGS t 164, ,, m 1 is RED CURBS : n :: � :i t_ !, : ::, : :,- , .> _ . -, _,: \, :.: I ., ___, .:_ �� _ , ;, - �` _. ->, - c.. -_ "_• ,, ... -_. '. , _r; 3o- ��. ;' � br 117 g 2. SIDEWAUl UNDERDRAIN RIP RAP OUTLET. CONTRACTOR TO INSTALL 1 L x 1 W x D6 T ,, _ ( ) - - - - - „ . EXISTING TREE CLUSTER - _ _ EXISTING INLET TO REMAIN- ( r r` r Y y _� ( 14 RIP RAP OUTLET (NO. 3 BACKING W/1 FILTER -_ - _ -' + 6 -® - --- __ -. _- - ADJUST TO GRADE " _ _ _ . _ ._.._ _. -_ __ E TO BE REMOVED (TYP) _.. t. BLANKET) XIS7ING TREE TO 161_ _ - EXISTING THE NKET AT ALL REVERSE FLOW SIDEWALK o - ... _. _ E CLUSTER. - - BE REMOVED (TYP) . .- , I, .. - _ ..... - / - I. 5 - ) -- - _ '� ...._r _.. r 0�, 6 ........._ I UNDERDRAIN OUTLETS INTO BIORE7ENIlON N -< 4 - ._ - . _ ►e I - _ GRAVITY RETAINING WALL, TYPE C PER TO BE REMOVED TYP. - 2 X /SANG BROW DI - - p ( ) 16 r 9 ._ _._.. _ 163. /� c�h , 166 13 9 �� _ a ... r - - - _. SDRSD DWG, C -9 - TYP. (15 -FOOT — \ 2 - -,- -- - -- -- _r 6 ¢ . 166 I ; , E10S)ING LKK,iHT POLE SWALES AS SHOWN HEREON (14 TOTAL). - - REFER TO LANDSCAPE TO BE REMOVED < . ,z a� - r / y HYDRANT METER E t, _ INTERVALS) SEE SHT f0 FOR DETAIL ! / �T /COX ' / FDA - ✓ - r AND IRRIGATON NS _ i t_ l I:A, n \\ _- - - ®- SDG&E VAULT ~EXIST. PP l BFP DEVICE >n REMAIN DRY UT ITY ,.� ._. .� T•.l"f B ,..,;i �/ l . �,.r a I s «. 1 - _ r r ,, _ r' 3 - ., S' 8 __�,fSEE SDG&E PLANS METER >r� BE 167. ,•..: PROTECT /N PLACE 7 \\ „ , a - 7D hEilANY _ _- — — _ CONAU I s ?uB CNI __ -- -� . Y r PROP,I ....' _ . Y V :.: V .. _ . V `A _ . V " ., 't. -'. ?.. m:..a _ — —LILT. 'IT'OV{/�• . V ,. .. , - V — C'T.nl A \ —•-_ - /. • T r �� _ \ T fQ..V_�. Y _ .fa� — LL �- — Q �. - - � 1 W W ' _ Y —. _ _ — QQ -. € m a ,. �p 6 > 1 1T 11 _. 11 i1 _ � o 3 _ ?� � 11 11 w r — EW CL __,,.. -- - - —_ 0 7� I__ __ G 4 _. � m_ ON HIR DR.., � . � .. 24 � � ::_ _ � T3 +oo W ExlsnNC R �. � �,, --�: � CAUI►AN111 -. �. a. w_ _ � , � - , � ;.,, 4 - CONDUIT INS s / c Ex�SnNC R r 1�1UC1 �. _ _ D0S1pVG HP GAS LNVE M .r _ _ Q SOUL LEA ., CONIRAC1i1R M R TC PROTECT S 8 D l�}a REMOVE +- M 19 1 - - I w ( ( cAUnONiu - = W r n nyn _.. r = ?J4 « _ R - r -- _ EXISTING SPEED TABLE - - - - - - , -._ ., 11 J 4J 1 15 R __ . c _ DQSIING WATER SERVICE: - R 7. - -- x 9 ` u - X 1 6 -. = - _ KILL /RR. SERVICE 9 APPROX. LOCATION, _ cp / ^� 4 ,. , ..' , 4 - ; ; ;S : rt' - CONTRACTOR 119 PROTECT o �, EFID° ,TRIWNG r W 30 RIGHT OF WAY DEDICATION REMOVE ELOCAIE SEE SHEET 8 FOR �- J _ 71, �_ I T , l {: r' /R - ' (' ` - - _ 2 X .. 1N PUCE; __.. vi \ RELOCATION OF WATER. ; , ; % . r , _.' :. I- _ . ; ; _. _ N PER DOD O.I 12- 0162626 O.R. �. _. , ,� _ - ; _ _ W , ->r° � f - - ?vim � / � �,` � ; , , : 2 -- - SCI►dV �► = RECORDED ON MARCH 20, 2012 f rk REFER TO SDG&E RELOCATON a\ 2 '3, ! _ _. _ - . - _ i = 41 Cq f , f METER AND BACKFLOW ; �I 2 C.O.N. 2944140, P.N. 062068- 010 _ ./ - _ ._ \. / - _/, .; }_ - y, N 9.' - - - d r , • , \� PREVEN77ON D CE) J J,i t- r _ / W o FOR OWRHEAD/UNDERGROUND r f y:. I! z ^,.�yy, i vi UI r -,! Y \)Ii; Y " \% %'r f �ELE f i —i; r') ' __— 1 1 I ( CAU N�111 / c� I i . ;, > ` _ ELECTRIC CONVERSION a1 L E70S1►NG STORM ®RAIN. - W ' B ,/ r _ r I g r I r �� EXLSIM S1= aTIW x Q BL 0 F a �� i 1� r' r i J' 1� - = EN01- `� r r 4 yy 1f CONTRACTOR 1O PROTECT 0 0 _ fi ��...� ( it ,_ - -' (- �� -�;� !: �� 2; �MVPIAh, �� I IN PLACID �r - Z 1RAC1irt IECT __ U l t7 J - > t - i; k ry 1 rJ (S � t, �L,., '�� . fi .J �y �,� J L J 011 J { "� i i ENDS 6PING / r l (i 0- � A � � � � a D � r p . -.` �� v: I r �� 1°� , r I `/. A/ �r - ��- , _ PLAN. DEVONSHIRE DRIVE - -- - - Q �' m m QROFESS /pA �)��1�- -r��"l r�I JJ, ,i ..)� �� 1 1 _! _ o c\ 1 \. t J PROPOSED POLE 11 `�� i� N o J W qY SCALE. 1 = 20 V) OD e �� y�T 1^ AND ANCHOR ' VJ _ j X -- -- _ .Q o a y �0 9f� 20 0 10 0 40 SEE�SDG&E PLANS , r N i � W3 � F � 1 i. � �Z eD No. ',o-„ EXISNG UTILITIES EASEMENTS EASEMENTS EASEMENTS EASEMENTS GRwb AND OVERLAY L' IWTS EASEMENTS I I a * * C D1 �) ® FOR EXISTING UTILITY 1,g EASEMENTS FOR THE PURPOSE SHOWN BELOW AND RIGHTS PURPOSE•• 20' DRAINAGE 14 EASEMENTS FOR INGRESS AND EGRESS, PIPEUNE� 27 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS fPB AN EASEMENT MAINTENANCE AI EEME►iT RECORDED SEPTEMBER 1, g g srq CIV1� �� 1 - 20 DESCRIPTION, SEE SHEET 3. INCIDENTAL THERETO AS SHOWN OR AS OFFERED FOR AFFECTS PARCEL 3B HEREIN DESCRIBED DRAINAGE AND /OR PUBLIC UTILITIES AND INCIDENTAL INC/DENAL 7HERE70 AS SET FORTH IN A DOCUMENT 1983 AS FILE NO. 83311596 OF OFFICIAL RECORDS r°n v°) C3. OF CALVE DEDICATION ON THE RECORDED MAP SHOWN BELOW. EASEMENT PURPOSES THERETO OVER, UNDER, ALONG AND ACROSS 0® GRANTED TO. SAN DIEGO GAS AND ELECTRIC COMPANY 0 REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS v Latitude 33 EXIT. IM ROVEMENTS MAP OF. ENCINITAS HOSPITAL SUBDIVISION, MAP PURPOSE: 10' SEWER THE EASEMENT PARCEL(S) HEREIN DESCRIBED AS RECORDED: SEPTEMBER 30, 1975 AS FILE NO. 75- 267074 O.R. - -- - - ® NO. 7709, FILED JULY 20, 1973 AFFECTS L07S 1 AND 2 OF SAID MAP GRANTED AND /OR RESERVED IN VARIOUS DEEDS OF O.R. RESTRICTIONS ON THE USE: BY THE OWNERS OF SAID LAND, OF THE 19 CO�ANN COIVD17IONS AND RESTRIC710NS AS SET FORTH IN THE DOCUMENT 0 \ Uldwommd eadoe alert Planning and Engmeenng FOR EXISTING IMPROVEMENT EASEMENT AFFECTING PARCEL 3A HEREIN EASEMENT AREA AS PROVIDED IN THE DOCUMENT REFERRED TO ABOVE RECORDED: FEBRUARY 10, 1989 AS INSTRUMENT N0. 89 -70910 OF O.R. m o DESCRIPTION, SEE SHEET J. PURPOSE: 10' DRAINAGE DESCRIBED LOCA7101V OF SAID ® EASEMENT FOR THE PURPOSE SHOWN BELOW AND \ rn 5355 Mira Sorrento Place, Ste. 850 RIGHTS AND INCIDENTAL THERE70 AS SHOWN OR AS 3% AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS SDG&E ® EASEMENT FOR PUBLIC UTILITIES RECORDED DECEMBER 2� \,n a AFFECTS LOT 4 OF SAID MAP AFFEC71NG PARCEL DRAINAGE EASEMENT LYING WITHIN 1948 IN BOOK 3058, PAGE 149, OFFICIAL RECORD. ;V o a �� Sera Diego, Ca. 92121 pp®®® IM OVEMEA1T[� M HEREIN DESCRIBED EASEMENT PARCEL 3B HEREIN DESCRIBED 99 OFFERED FOR DEDICAI)ON ON THE RECORDED MAP AND LIED TOTAL THERETO & SET FORTH IN A DOCUMENT a ® �, 7My >I� 858 - 751 -0833 Fax 858 - 751 -0834 PROP. IMPROVEMENTS J ,. SHOWN BELOW. ©0 GRANTED TO CLA/VCY &ASSOCIATES ®� E EA ME71T FOR POLES AND WIRES RECORDED OCTOBER 19, 1953 IN PURPOSE: 15 DRAINAGE WAS VACATED OF RECORD BY MAP OF PARCEL MAP NO. 3787 FILED MAY PURPOSE: VEHICULAR AND PEDESTRIAN TRAFFIC BOOK 5020, PAGE 199, OFFICIAL RECORD.' Q 1- 800 422 -4199 ® FOR PROPO IMPROVEMENT AFFECTS PARCELS 3A AND 3B HEREIN DESCRIBED DOCUMENT RECORDED FEBRUARY Q Ill DESIGNED BY DRAWN BY CHECKED BY # 15, 1975 EASEMENT RECORDED: SEPIEMBO? 1, 1983 AS FILE N0. o DESCRIPTION, SEE SHEET J. EASEMENT 25, 1976 AS FILE NO. 54127, O.R.. ®SDGdtE EASEMENT FOR PUBLIC UnU71ES RECORDED JUNE 3, 1954 IN BOOK m � DW ENE = »M MJY MJY SCK PURPOSE•• PROPOSED PRIVATE ROAD 83- 311596 OF O.R. 5256, PAGE 364, OFFICIAL RECORD. a OD CL REVISIONS APPROVED DATE REFERENCES DATE ENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT REVIEweD BY' APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. j m In CITY OF ENCINITAS CHMARK ENC -48• NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF / PLAN AND PROFILE (STA 12 +00 TO 18 +00) cn ® CORNER OF CONCRE E DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL AS SHOWN r ^ /I A -- Z CO FE DRIVE WEST OF TERSTATE HIGHWAY 5 AT THE DATE J � �Z '� • /f* O°°""'91�� SCRIPPS MEMORIAL HOSPITAL 1 ®7 /I 7� U) N NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE DRIVE WIDENING PROJECT T ® NS1. NGE �•/\/� ti 12 IS A OSEv�f MN iNewfwG 59320 MASIH MAHER. C42519 LAWR A. WATT ENCINITA3. 2.5° DISC ENC-48 2004 ELEVATION IS VERTICAL AS SHOWN R.C.E. N0. 00 I I 5 LTS (p 173.376 NAVD 68 ENGINEER PUB WORKS DIRECTOR 354 SANTA FE DRIVE DATE: EXP. 6 -30 -2013 DATE: S11912- DATE: � 2� /2 WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP _ RNOLD J. WHITAKER — —- f SHEET 5 OF 3y C5 v AS SU /LT ISM G - J s LINE -- , DAYLIGHT -° -- PLAN: DEVONSHIRE DRIVERS P f 4 SIDEWALK EXTENSION \� SCALE: 1' = 20' - g J5 A r/) EXISTING ' 1 -5 OVERPASS/ �� BRIDGE DECK - = �9 $ ; n 70175.10 � FS 174.51 ,, .� MATCH EX TG ,a AT THE BRJD f.. X40' MpE SIDEWALK �, 6� �( �' Fs �' �� W MATJ:FF EX SIDEWALK L'XIS77NG FENCE s '` ST METAL GIM'DRAIL - - x- - _ r/ TO BE RELATED PER % _ TC 175.00 i CALIWANS SID. DWG FS 174.51 � •O TC 176 00 475 5i) < / GN EXISTING _= EDGE OF PAVEANT�i / - ; - ! CURI X11 r, n .00 FS 175.5± Ir' fi �ti��^ -PAVE STREET 1 L G'ri jrQ nsnNC r cr 1 EASEMENTS 84 SDC16E EASEMENT FOR PUBLIC Uu 'HES RECORDED NOVEMBER 18, 195 IN, BOOK 4656 PAGE 65, OF OR. 16 © SW EASEMENT FOR PUBLIC U71�.111ES RECORDED JUNE 3, 19541N 5256, PAGE 328, OF OR. PROJECT ON VER71CAL t_ _ DATUM NAVD B& A!1 - 1 EXISTING UTILITIES aEVAnoNS SHOWN NLREON ® FOR EXISTING UTILITY NOTES TO CONTRACTOR { REPRESWIS VER77C4L CONVERSION ; DESCRIPTION, SEE SHEET 3. 1. POTHOLE c �- FROM NCVD 29 Ti! NAVD AIM I - EXIST. IMPROVEMENTS PRIOR T UTILITY N0 HO WERE ED 10 PO P� 1 68�- ®FOR EXISTING IMPROVEMENT - - + -° - r - DESCRIP110N, SEE SHEET 3. 12' (MIN) VER71CAL CLEARANCE BETWEEN 7HE 0NL)E - -- PROPOSED ELECTRICAL DUCT BANK AND EXIS71 NO PROP. IMPROVEMENTS U77LITY CROSSINGS FOR PROPOSED IMPROVEMENT 2. SIDEWALK UNDERDRAIN RIP RAP OUTLET. r- r ® DESCRIPTION, SEE SHEET 3. CON7RACTOR TO INSTALL 1'(L) x 1'(W) x a6'O RIP ' RIP RAP ENERGY D /SS%PA1DR, RAP OUTLET (NO. 3 BACKING W11' RL7ER BLANKET) AT �`• r- PER DWG D -40 (PRIVA7E) NOTES ALL REVERSE FLOW SIDEWALK UNDERDRAIN OU TYPE 1, 1 TON RIP RAP, INTO BIORE7EN710N SWALES AS SHOWN HEREOI 6'X10; 4.4' (HICK W/ 2.2' � 1. INSTALL TWO -SIDED 'BLUE DOT' REFLECTIVE (7 TOTAL). ° " ` THW FiL7ER BLANKET RRE HYDRANT MARKERS 4' 70 60 FROM ter' i _ r �i1 i , f CENTER LINE ON HYDRANT SIDE. � ' � "� I � 10 2 RRE HYDRANT CLEARANCE SHALL BE A MINIMUM OF 3 FEET IN WIDTH AROUND THE r< ' - - _ / • f 13, EN71RE HYDRANT. -�� EXIS71NG TREE CLUS7ER . a ^ - - TO BE REMOVED (TYP.) 159-1 3. USE RESTRAINED JOINTS FOR FlRE SERVICE. --`' v - v ", � ,. � ,..,- _ -?" % 4. INSTALL 4 -INCH CURB (1 Z5_+LF) -' 5. INTERCEPT EXIST. POWER POLE -;- - (SEE SDG &E PLANS) I� �� y. J �k �-1J .� ... '�..+' ..r" 3333. ' ' - '.a . � !'.r� /" Vi Y. � k •�� FENCE' •...N01ES 4dcT �I'"' -/ \ „-3333. I / CJ 25 A,fGSp -" ,,,••...- _.- r .� _ 3333. _ - r-- /: _ _ '' _ , "0� � � .I � ✓ "-tom 3333.^ ! J � �\. / '..Y w � .,. } L3 -` V 1.5 E 13AYL%GF1T ; - f A 1 TC 166.00 �� o� 4 1D' I - LINE 168 167.51 14 K - - v . �VONSHIRE SA T �`U ,- nF PAVING � '. DRIVCm � r IN !' Lam'. v r FL 18.1a5) - �Y�r� I %alarlilb';F i , r,1 t',1 168.51 - x �+ e r - - -� / 1�� / f - __.......... - _ - .170 S -" �- - EXISTING - E HYDRANT 10 G/- I - /.2 6 ( _... }.r / �.'L.. �4 .t..j 1. p i �• l VYrUii 1 V BE ABANDONED AND BLIND,` i r / _ !' �.. =`PA MENT .> :, ! SAPPROX. OCAIION C 29441 N. 062068 010 l� +I - 1 : 1 ; ' ' r r FLANGE AT MAIN _ i ROCA �_v.-- W � g h EXISTING SPEED TALTL S 2 %- `; d - - - _ ti_% - f . _... ., , , _ . - - E '4' I LOOK � ` ( 4 . -. REMOVER 7E FOR OVERHEAD/UNDERGROUND l I Z I Q o - i % i _ t - END flt WIDE, P KWAY - t ELECTRIC CONVERSION . a� r , .� BEGI PARKW Y _ -; _ } �'► x' TO N' �� 75 - MIN IRANSIit FOR 30 --7/a , q „ ;fl o . r ; PER DIOC.T NO. 12A 0 62626 O.R. v ! V ( i �:- ¢ Q �, - _ .. PA E7VT ]RAN u, ; �.� 15 i _ _ - �u Z Z . ' 'W DESIGN SPEED, 5(t WIDE PAVEMENT , „ a < - RECORDED ON MARCH 20, 2012 p -. - i _� -. � .� _._.. nv/f 1 ' 7RANS1 �� .� ✓I1 •-»--.. . ,;,� °®,,� t '.. -Qy' ., '"^ .;f *., _. � r - °`` ref___.. -.. .._ �'"f /' ` _ ._........r_.. �„ - d ` - �(� ` �.✓ J - - - -__± I - - ..._�..._. c1.? /"r �.-'` U9 P EwsnNC v G Po�ER POLE ; �; �> 0, �?� t , . �l l ,h ll h ,1 r11�1, -1yJl l >J lJ, l -� .- 0�' I n� �I �ED!iE OF --'r -. � { ( �tlA1N) f 3'; \ i I / 1 I / ; - � R�0• ! % PAVEMENT- . �'.- .� � � ` ., � � .:xr /t � % � i l' ti � � I < , ✓ - GRIND AND OVERLAY LIM17T WATER DATA PUBUC N0. DELTA RNG RADIUS LENGTH I REMARKS 1 I N8854'37'W 1 34.64' 160 C900 PVC CL -200 PUBLIC STORM DRAIN DATA -SD- N0. DELTA/BEARING W t l SCALE 1' = 20' - eumin fiat N86543 W Planning and Engineering - 18 RCP 150 -CL O 19.8% 3 N01 05'23'E 61.08' - 5355 Mira Sorrento Place, Ste. 650 w X0069320 3 m 20 0 10 20 0 B� 57.22' San Diego, Ca. 92121 » 6 1 N01 05'23'E 14.67' - » c,7mL m 1 422 -4133 0 1 7633'50` 858 - 751 -0633 Fax 858 - 751 -0654 srq CIV1� �� ( IN FEET ) -800 47.00' DESIGNED DRAWN BY ` SHEET 6 OF 3'9 As Su u r-s 'R'8' lip BY I CHECKED BY OF CAL 1 INCH = 20 FT. 1 11 IV MJY SCK PUBLIC STORM DRAIN DATA -SD- N0. DELTA/BEARING LENGTH RADIUS REMARKS 2 N86543 W 34.33 - 18 RCP 150 -CL O 19.8% 3 N01 05'23'E 61.08' - 3' PVC PERF. PIPE (1% MIN) 4 N4135580E 11.85' - » 5 N01 05'23'E 57.22' - » 6 1 N01 05'23'E 14.67' - » CURB LINE TABLE CURVE DELTA RADIUS LENGTH REMARKS CI 150208 336 00 861 6 CONC. CURB G -1 C2 1138'06' 246.00' 49.95 ' C3 02'32'24' 633.00' 2606' ' C4 064871' 14a00' 16.64' ' C5 055246 218.00 22.37' N3124'06'W C6 1 7633'50` 20.00' 26.73' ' C7 1 2673'01' 47.00' 21.51' ` CURB LINE TABLE LINE BEARING LENGTH REMARKS Li 7010523 E 779.76 6 CONCRETE C&G G -2 1.2 N0439'f0'W 89.88' 6' CONCRETE CURB G -1 L3 N0000'00'E 8,26' ' L4 N0221'56'W 24.02' ' L5 N04 43'52'W 13.44' ' L6 N1946.00 -W 618' ' 1.7 N3124'06'W 1284 ' CURB LINE TABLE LINE BEARING LENG7H REMARKS L8 N335630 W 722 6 CONCREIE CU G-1 1.9 N362429 W 25.29 ' LID N3536'37'W 67.08' ' L11 111152'380W 14.86' ' L12 N6441'120E 7.27' ' L13 1 N8905'470W 203' ' .1 , o r cc 0 \') 0 N �o aQ J m Tom 8118 BUM YN DM Q REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CI Tim ®I= EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO g CITY OF EN CORNER OF FE DRIVE NORTHEAST ENCINITAS 173.376 NA NITAS BENCHMARK ENC -4& NORTHWEST CONCRETE DROP INLET ON NORTH SIDE OF SANTA ST OF INTERSTATE HIGHWAY 5 AT THE RETURN INTO SCRIPPS MEMORIAL HOSPITAL, 5' BRASS DISC ENC-48 2004 ELEVATION IS fib HORIZONTAL AS SHOWN VERTICAL AS SHOWN REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF DATE: /% / 2 R.C.E. NO. 59320 ENGINEER EXP. 6 -30 -2013 RNOLD J. WHITAKER REVIEWED BY- •� MASIH MAHER, 042519 ¢ LAWR E A. WATT PUBLI WORKS DIRECTOR DATE: S/ I $ / I L DATE: �r u r �Z PLAN AND PROFILE (STA 18 + +00 TO 22 +00) SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE DRIVE WIDENING PROJECT 354 SANTA FE DRIVE WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP 0�4�- M m N to r N I I } I- S ?• N � '611211S, DATE: IfEVISE Gee�O��►G, ,.� SHEET 6 OF 3'9 As Su u r-s 'R'8' lip WALL NOIER- 1. THE WALL SIM MA AND COLOR OF THE EXISTING WALL ALONG THE SOUTH SFIIRE DOW PARKING LOT (4-INCH PRECISON CMU BLOCK; WITH HORIZONTAL RAKE JOINTS AND VERTICAL FLUSH JOINTS, AN TED WITH A SANDBLASTED FINISH.) 2 WALL HE1GH15 DENOTED ARE OF WALL 70 TOP OF FOOTING. TOTAL DFOSED HEIGHT SHOWN GR Y HERON BASED ON INTERIM GRADING CONDITION. FUTURE AXI UM WALL HEIGHT SHALL BE CONSISTENT WITH IPWRILOOVR? DISCR ONARY APPR CASE NO. 06-066 AlUPIWAIA10P) WITH DEIoR MENT OF fVRIRE OFFICE BUILDING 0- in cu -- - ------ - - __4 rOII� I v 0001 —4— 4 0 ....... ........... ........... 4 ........... ........... on NOTES TO CONTRACTOR: 1. CASING SHALL EXTEND 5-FEET FROM WALL CENTERLINE ON B714ER SIDE (10-FEET TOTAL). 2 STEEL CASING TO BE COATED WITH LIQUID EPDXY PER A WA C-210 AT 24 MILS MINIMUM DRY FILM THICKNESS cl) No. 59320 06 -30-13 rn clvl\- OF CALIF c PROJECT ON VER71CAL DATUM NAW 88. ALL ELEVA77ONS SHOWN HEREON REPRESENTS VER77CAL CONVERSION FROM NGVD 29 TO NAVO 88. 1 C141, i Al co 10 ---------- 0 . ..... - ----- - ---- -------- ----- ----- 4 --- ----- ----- - ... ......... - ------ - -- ............... ------ - + ..... .......... .......... . . ...... ...... ........... ........ ............. Will ....... .. .. < Or .... ...... . .... .... . 00 Um on NOTES TO CONTRACTOR: 1. CASING SHALL EXTEND 5-FEET FROM WALL CENTERLINE ON B714ER SIDE (10-FEET TOTAL). 2 STEEL CASING TO BE COATED WITH LIQUID EPDXY PER A WA C-210 AT 24 MILS MINIMUM DRY FILM THICKNESS cl) No. 59320 06 -30-13 rn clvl\- OF CALIF c PROJECT ON VER71CAL DATUM NAW 88. ALL ELEVA77ONS SHOWN HEREON REPRESENTS VER77CAL CONVERSION FROM NGVD 29 TO NAVO 88. 1 C141, Di FIZT _LVi�Iff OF1 JL Ji H _c 4 tK PROPOSED RETAINING WALL SEWER bm - --- --- Eli INSTALL (SEE PROFILE THIS SHEET) 1�q- FORCEMAIN SLEEVE FOR 7 00 (SEE SHEET 7 FOR 7 FUTURE SEWER SERVICE 04 E (SEE DETAIL THIS SHEET) F007ING WALL DETAIL AND WATERPROOFING) 13OW RA 17m 7T�. 7� Uta&WiN cn En (PRIVATE) E- 7 I> -DEV unt vr- '�6 O 8 +00 00 17+00 16+00 ' _77 ' /1/ 1 0 PLAN: RETAINING WALL (S +50 TO 18 +00 cn U) PROPOSED WALL SCAff• I"'ar 20' ol :c' 17, co C4 z- <' Lw o 25 FEET MIN," NOTES'. 1. INSTALL TWO-SIDED L L "BLUE DODOT' REFLEC71VE ... ... ... . FIRE HYDRANT MARKERS 4' TO 6' FROM CENTER pRop LINE ON HYDRANT SIDE. O 2 FIRE HYDRANT -1 -LAI A� CLEARANCE SHALL BE A 7 MINIMUM OF 3 FEET IN LAY WIDTH AROUND ME k 60 MIN. ENTIRE HYDRANT 12* S Bw MAX i3 ) N (Typ CASINTEEL G SEWER SVC. - 4 (TYP.) I \ 6 LLj 7 _T 77 =77 c) < 7 7- 7t, M M PROPOSED RETAINING -- --- ---- z 4- C-4 (SEE PROFILE THIS SHEET) z non own wl No-- Son on 60 ; wwi -74-0 v- '4- -E- - -- V) 0 L. — nk ICILLI Or ONSHIRE co p LO 04 01 20+ 0 'a/ EX 6 ACP WIR 19+0 8 +00 0 ANY SCK I i scmE. P273' .. BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS i ry OF ENCINITAS BENCHMARK ENC-48. NORTHWEST REVIEWED BY. PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY, RNER OF CONCRETE 'DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL AS SHOWN I DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE DATE: fl-IzIla /Vi J-- -L IRTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, MASIH MAPER, CINITAS. 2.5' BRASS DISC ENC-48 2004 ELEVATION IS VERTICAL AS SHOWN R.C.E. No. 59320 C42-r%l 9 A 3.376 NAVD 68 DATE: ENGINEER 6-30-2013 LA USIDITRIECTOR ARNOLD J. WHITAKER EXP DATE: 571101/2, DATE- of 2,1, (7 2) CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �m mm :3 RETAINING WALL PROFILE in 5 U) I- a SCRIPPS MEMORIAL HOSPITAL V) Z 10747-1 DEVONSHIRE DRIVE WIDENING PROJECT 354 SANTA FE DRIVE WORK PROJECT NO. 06-066 MUP/E)R/EIA/CDP SHEET 7 OF 334 I i Al co 10 ---------- 0 . ..... - ----- - ---- -------- ----- ----- 4 --- ----- ----- - ... ......... - ------ - -- ............... ------ - + ..... .......... .......... . . ...... ...... ........... ........ ............. ...... ......... ... .. .. ... ....... .. .. < Or .... ...... . .... .... . 00 Di FIZT _LVi�Iff OF1 JL Ji H _c 4 tK PROPOSED RETAINING WALL SEWER bm - --- --- Eli INSTALL (SEE PROFILE THIS SHEET) 1�q- FORCEMAIN SLEEVE FOR 7 00 (SEE SHEET 7 FOR 7 FUTURE SEWER SERVICE 04 E (SEE DETAIL THIS SHEET) F007ING WALL DETAIL AND WATERPROOFING) 13OW RA 17m 7T�. 7� Uta&WiN cn En (PRIVATE) E- 7 I> -DEV unt vr- '�6 O 8 +00 00 17+00 16+00 ' _77 ' /1/ 1 0 PLAN: RETAINING WALL (S +50 TO 18 +00 cn U) PROPOSED WALL SCAff• I"'ar 20' ol :c' 17, co C4 z- <' Lw o 25 FEET MIN," NOTES'. 1. INSTALL TWO-SIDED L L "BLUE DODOT' REFLEC71VE ... ... ... . FIRE HYDRANT MARKERS 4' TO 6' FROM CENTER pRop LINE ON HYDRANT SIDE. O 2 FIRE HYDRANT -1 -LAI A� CLEARANCE SHALL BE A 7 MINIMUM OF 3 FEET IN LAY WIDTH AROUND ME k 60 MIN. ENTIRE HYDRANT 12* S Bw MAX i3 ) N (Typ CASINTEEL G SEWER SVC. - 4 (TYP.) I \ 6 LLj 7 _T 77 =77 c) < 7 7- 7t, M M PROPOSED RETAINING -- --- ---- z 4- C-4 (SEE PROFILE THIS SHEET) z non own wl No-- Son on 60 ; wwi -74-0 v- '4- -E- - -- V) 0 L. — nk ICILLI Or ONSHIRE co p LO 04 01 20+ 0 'a/ EX 6 ACP WIR 19+0 8 +00 0 ANY SCK I i scmE. P273' .. BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS i ry OF ENCINITAS BENCHMARK ENC-48. NORTHWEST REVIEWED BY. PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY, RNER OF CONCRETE 'DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL AS SHOWN I DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE DATE: fl-IzIla /Vi J-- -L IRTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, MASIH MAPER, CINITAS. 2.5' BRASS DISC ENC-48 2004 ELEVATION IS VERTICAL AS SHOWN R.C.E. No. 59320 C42-r%l 9 A 3.376 NAVD 68 DATE: ENGINEER 6-30-2013 LA USIDITRIECTOR ARNOLD J. WHITAKER EXP DATE: 571101/2, DATE- of 2,1, (7 2) CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �m mm :3 RETAINING WALL PROFILE in 5 U) I- a SCRIPPS MEMORIAL HOSPITAL V) Z 10747-1 DEVONSHIRE DRIVE WIDENING PROJECT 354 SANTA FE DRIVE WORK PROJECT NO. 06-066 MUP/E)R/EIA/CDP SHEET 7 OF 334 I iL;0 �Ic LIE y lYY(BLOCKJ= 163.3 I� E� IT C; 6 175.29 11— RICH SURFACE BACK OF_WAIr! Z'� .o 3 �II � f �s 1 -60— _ I 155 j vrvOL 175:96 _ E, - - 4-1 _ 166.07E TEVIS! 20100 19 -50 _1 9+00 - o'o I I - I u; p 185— . _) _ ccll N ,enter- - ,mL� ®n iL;0 �Ic LIE y lYY(BLOCKJ= 163.3 I� E� IT C; 6 175.29 11— RICH SURFACE BACK OF_WAIr! Z'� .o 3 �II � f �s 1 -60— _ I 155 j vrvOL 175:96 _ E, - - 4-1 _ 166.07E TEVIS! 20100 19 -50 _1 9+00 - o'o I I - I u; p ,o N _ _ 's Cie n cd N WALL NOTES 1. THE WALL SHALL MATCH MATERIALS AND COLOR OF THE EXISTING WALL ALONG THE SOUTH DEVONSTIIRE DRIVE PARKING LOT (4 -INCH PRECIVION CHU BLOCK, COLORED ORCO "BUFF; LAID NTH HORIZONTAL RAKE JOINTS AND VERTCAL FLUSH JOINTS, AND 7REATED WTH A SANDBLASTED FIN157L) 2 WALL HEIGH7S DENOTED ARE FROM TOP OF WALL TO TOP OF Fi rnru rvnnrrn ur.....9 .......... .......... -..... ..r _.. _._— _.. ... —_ �� . 1 INCH = ZU FP. -S �o �i ti I II IT 0i� . WORK r N Z LQ -- - - - -- - - . W - ._ - — -r - - - to LQ x 6 -- - TOP OF WALL - - I NL Q 163 162 (SEE PROFILE 7H IS SHEET) 1/6 171i CIII SCI CI�s �_� _ .- _._ .- ...._- _ °' - _ _._ _- _. ._. e,:......_�....... ,, .. _ X06 . ° -v. 0 -- - - - 164 - �.. - - F, .o r rAfi37y tiKADt - _ _ _ AND _ . FOOTING WALL DETAIL � v fFRON.T nF A!a1 /s/REL,T.SrDF1 \ - r _WATERPROOFING) III � _ - - _ - - a / N PROP R/W . .' 'H . -a. .. —=`' Yom. —ter- ' JtY 1K-3__ V`• V.�_ V V' V _ V Yom.. �.V. V =_' V .Y y _ V .. _:_:.. ". ..Y - .. "V_ _.V y _. V' .Y V .y. V.l. �1^_C V. _1.�'? •.— .. '� �� -Y \. r-.4V iV i_L\ YL( .`y V._ (� {(y V 1L; -AV - iT.V �Y - V - - -- - - 174.63 _r - -- 175 - - - E - -- - -F - -- -- - - -- - ° mm C:x tiv co DEVON IRE DRI r— ... ..y . �o rn� s Q CP -10P Q h001'IIIIG _. - _ _ - - - l! - 6+� b0 -+ - -- — PLAN: TAI G WALL ST �' `� 16107 �F7EV75E0 FoDnNC - - - I R N/N A 13 +50 TO 18 +00) SCALE. 1'- = 20' T ° 7— 167.oTF- LL) o.r I - - E - ! - - - - -- - -- - - Q W - - - - - \ - -- S _ 63 �� a �t 1 �— o0 �_ — - X165 = _ J a �_ 166 - Pi - - - - -- -- - - - `- - �OTES. 17016 9 r - -16 7 - -- __ _ - - - r .� �_ I INSTALL TWO -SIDED "BLUE DOT' REFLECflVE -- PROPOSED RETAINING WALL _ 168 3` CLR _ Q a 0 EIRE HYDRANT MARKERS _ I �o (SEE PROFILE 7HIS SHEET) MIN. - rn -- -'I -- - - - -- - _ - - -- -- - - 4" TO O60 1D T SIDE _ _ - - v - - PROP R - - -- I LINE H RAN -y 2. FIRE HYDRANT �� _ - _ _ _ CLEA -- - - - - - - - RANCE SHALL BE A Y V V. `.i- 4�'Q- ._- -_�_._ �. cu '_ Y � i 21+00 20 -50 20 +00 MINIMUM OF 3 FEET IN 1 p p 1 -v- _ - - a RoFESS�D W7D7H AROUND THE , . i- P o 0 -_ - -- J - - - -- - ®� ENTIRE HYDRANT. - - fi - -F V) cn - - -- e ,� DEVONSHIRE D a — x_ o J, ! QWwV'omd &nioe i Latitude T/ r�' Ty / ry7 2 2 y�� w s��"� — . 1 — — — �� — I = —�16 L a f� (i l� Cti d e V V f` No. 71075 � z _ - _ _ ._ __. - — — — — - co O rnu�mom w aExp. OB- 30-15- m �. - -- _ __._ _�..� -_- -L - ��. ��... _ _.. _.� _.. -- - - �� Planning and En'pneenng m 2 +00 C) CL CmL IML 1�ffi to tt �0+ — p -£�f 6��tCPWiit — 0 — — — +(TAT— N o 1- 800422 °4199 5355 Mira Sorrento Place, Ste. 650 ,?9 CIVIC N San Diego, Ca. 92121 DESIGNED BY DRAHN Y CHECKED BY nt w CAI1F c` 858 -751 -0633 Fax 858- 751 -0634 CO' VT MS PLAN: RETAIN LL _STA 18 +00 TO +0 00 no .mac mn � mu m . . J SCALE 1 - 20 a REVISIONS APPROVED DATE REFERENCES DATE ! BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY ®F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. m m I° tic-ijS G 9-1eC1V- 0 4 1/ IS REVIEWED BY: REVIEWED BY: In CITY of CINITAS BENCHMARK ENC -48. NORTHWEST PLANS PREPARED UNDER SUPERVISION OF RETAINING WALL PROFILE cn 00 A CORNER F WNCRETE DROP INLET aN NORTH 9DE OF SANTA HORIZONTAL AS SHOWN DATE: 6 SCRIPPS MEMORIAL HOSPITAL 10747 — I Z S T S c (� FE DRI WEST of INTERSTATE HIgiWAY 5 AT THE ETURN INTO �RIPPS MEMORIAL HOSPITAL, 00 CD ENgNT 5° BRASS DISC ENC -48 2004 ELEVAnON IS VERTICAL AS SHOWN ) R.C.E. N0. 71075 MASIH MAHER, 042519 GLENN PRUIM DEVONSHIRE DRIVE WIDENING PROJECT N 173.376 AVD 88 ENGINEE PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE _ DATE: EXP. 6 -30 -2015 M J. SEMIC DATE DATE: WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEET 7A OF 34 _ vv AS SuaT 20 30 W EX. R/W NEW R/W EX. R/W EX. R/W NEW R/W EX. R/W EX. R/W NEW R/W EX. R/W EX. R/W 50' NEW R/W EX. R Sp' 50' 50 F 20' 30' 20' 30' 20' 30' - EX ¢ NEW ¢ 1..5' "" Ex ¢ I NEW ¢ 1..5' EX ¢ I NEW ¢ 1..5 EX ¢ NEW ¢ �� 1.5' } r -I`a 'a$ .... .. .. .. .. .. .. * 10 f 2-01 PARKWAY 12� 8� 10' f0 - - G - - LAAt6 RKwG PARKWAY PARKWAY PARKWAY m N" " 10 BIORE1EN770N G , ' , G 8' ! 2, 8' G c SWALE FOR 8 12 $ LANE DETAIL SEE N LANE PARKING LANE RK1NG NE LANE PARKING 6' MAX. FREESTANDING SHT. 10 16' (MAX.) FREESTANDING 6' (MAX.) FREESTANDING 6 (MAX.) FREESTANDING SOUND ALL A C D OUND WALL A C D SOUND WALL A C D SOUND WALL FINISH _ - - - - - - - � � , < _. .,,.:: SEE N07E 1 - GROUND (SEE SEC1101V N07E 1.) (SEE SECIIAN N01E 1) - SECiIGW N01E 2 SEE SECTION NOW 1 (5L�E SECTION NOTE 1) i (SEE SEC71ON NOTE 1) _ i (SEE SEC 70111 N01E 22 (SSE SECi1M M07E I i 7HRUST BLOCK ._. GR - I� J EX. GROUND 31'1 MATCH EXIS71NG SEE N07E 1 - - ATGH EXISiiNG SEE NOTE 1 31 f MATCH EXISTING MATCH EXIS1►T I \ 31'1 } EDGE OF PVMT. WALL F0071NG SEE N07E 2 GE OF PVMT. EDGE OF PVMT. � N07E i EDGE OF PVll1T DRAIN SEE DETAIL 1HIS 6 \ \ - - { - S G__- -�- -P4 SHEET 'L' FOOTING STATION 1 +OO FINISH KIGROUND STATION 18 +00 FINISH STATION 20 +00 FINISH -- - -- No SCALE STATION 16 +00 I GROUND i \ GROU ND NO SCALE EX. GROUND NO SCALE NO SCALE J EX. R/W EX. R/W 50, NEW R/W - - EX. GROUND EX. GROUND WALL FOOTING 7E 2 20' 30' DRAIN SEE WALL FOOTING SEE NOTE 2 WALL FOOiIN SEE N01E 2 DETAIL THIS 6 DRAIN SEE DRAIN SEE # - f EX ¢ NEW ¢ 1..5' SHEET 1' F007ING DETAIL THIS 6 , , DETAIL THIS 6 A _ w - 10, EX. R WI EX. R/W NEW R/W SHEET L F007ING SHEET L F0077NG L�I1NE P IN PARKWAY 50' EX. R/W EX. R/W 50 NEW R/W EX. R/W EX. R/W NEW R/W -- - - - -- BIORE7ENAON G i 20' 30' 20' 30° 20' 50D 30' °D $ SWALE FOR ...... - NE DETAIL 1 1.0 E 6' (MAX) FREESTANDING EX ¢ NEW 8� 10' 9.5' ¢ NEB ¢ 201 10' 1..5 EX ¢ "E� ¢12' , , C D OUND WALL LANE ARKI NG PARKWAY g 1.0 _ BIOREiENi►ON G PARKWAY G LANE ARKING PARKWAY i VERT 11 = 4 8 SWALE FOR ' ` ' � I FINISH 8 12' � �- �(sTE SECiI(N NOTE 2)i (SEE SEC1/ON NOTE 1) GROUND E DSEHTAI10 E 16' (MAX.) FREESTANDING LA'£ PARKING 8' �W F J C D OUND WALL C D �SO(MAX) ND uEESTANDING LANE DETAIL SEE ' EDT PST SEE NOTE 1 EX. GROUND A C DT 10 6' (MAX) FREESTANDING - _ SOUND WALL WALL F0071NG - - _ - s DRAIN SEE SEE N07E 2 SEC110N N07E 2 SSE SEC110N NO)E 1 31'1 DETAIL 7HIS (SSE SECTION N07E 1)' (SEE SECTION 807E 1) _ i 6 \ (' �1 i (SEE SEC71O'V NOTE 211(SEE SECTION NOTE 1 _ SHEET 'L' F0071NG IMATCH EXISTING SEE N07E 1 MATCH I' EX GROUND STATION 14 +50 GE OF PVMT. \ OF PI lNT 31 t EDGE OF PWT SEE NOTE i �- - NO SCALE SEE NOTE i \ 1 FINISH EX. R/W EX. R/W NEW R/W GROUND 50' FINISH STATION 20 +50 ?X J STATION 16 +50 I GROUND FINISH CID 20 30 STA T ION 18 +50 GROUND NO SCALE 0 NO SCALE ?% J EX. GROUND NO SCALE ?X J WALL FOOi7NG SEE NOTE 2 EX ¢ I NEW ¢ 1..5 10' - - EX. GROUND DRAIN SEE 6 Q LANE RKIN PARKWAY WALL FOOTING SEE N07E 2 - SHEETL THIS 'L' F0071NG ° DRAIN SEE 6 WALL F007)NG SEE NOTE 2 G DETAIL 774/S , . DRAIN SEE EX. R/W EX. R/W 50, NEW R/W $ SW E� SHEET L F007ING DETAIL THIS 6 y y !_ LA DETAIL SEE EX. EX. R/W NEW R/W SHEET L F007ING 20, 30' j SHT ip (MAX.) FREESTANDING 50 EX. R/W EX. R/W NEW R/W A C D SOUND WALL 20' 30' 20' 50' 301 EX ¢ NEW ¢ c 31'±1 EX ¢ NEW ¢ 1.s' EX ¢ , NEW ¢ 1.5' 1 20' PARKWAY Ii °` (SEE SECTION NOTE (SEE SECTON NOTE 1) i I 1 12 ` 10' SEE N07E 1 FINISH LANE :-PARKING PARKWAY 10 , i , MATCH EXISTING GROUND - PARKWAY 8 12 8 BIOREIETViiON P3 1 BIORETEN71ON G "#E ARKING SWALE FOR EDGE OF PVMT. WALL F0077NG 2 J $ ` SWALE FOR DRAIN SEE EX. GROUND G ° DETAIL THIS SHT. - - LANE DETAIL SEE S� 12' S� A C D SH7.I10 N SHT. 10 16' (MAX.) FREESTANDING LAN LANE PARKING , STATION 15 +00 SEE N07E 2 \ OUND WALL A C D (MAX.) N FREESTANDING - P - J* NO SCALE 6 ir(SEE SEC17011 NOTE?) (SEE S 0010 NOTE 1) EX. R/W EX. R/W NEW R/W 'L' F007ING i (SEE SECTION NOTE 2� (SEE SECTION NOTE 1) __ 31,1 - - - o 0 50 F 1.(SSE SECDLW N07E 2) (SEE SECTION N07E i) _ i 31'1 EDP OF PI VMT STA T ION 21 +00 20' 30 MATCH EXISTING SEE N07E 1 \ \ NO SCALE EX ¢ NEW ¢ t 5' EDGE OF PVMT MATCH EXISTING o 0 EDGE OF PVAiT. SEE NOTE i 10' t,AaE PARKING PARKWAY STATION 17 +00 \ G NO SCALE BIORE7EN710N $' SWALE FOR FINISH FINISH LANE DETAIL SEE I GROUND STATION 19 +00 I GROUND SHT. 10 T6' (MAX.) FREESTANDING OUND WALL DRAINF007 F0077NG J EX. GROUND NO SCALE 2 J EX. GROUND SEE _ DETAIL THIS SHT - - - - �(SSE SEC110H N07E 2) r (SSE SECTION NOtE i) _I 31'1 SEE NOTE 2 WALL FOOTING SEE N07E 2 ,SEE NOTE i 6 'L' F0077NG SHEET S 6 'L' F007ING DETZIL MATCH EX /Si1T EX. /W EX. R/W NEW R/W EDGE OF PVMT. \ 50' EX. R/W EX. R/W 50, NEW R/W STATION 15 +50 GROUND 20' 30' 20' 30' EX ¢ NEW ¢ 1.5' NO SCALE 2� J EX. GROUND 20' 10, EX ¢ l NEW ¢ ' LY WALL F007ING DRAIN, - - 20 f0 SEE DETAIL THIS SHEET PARKWAY G PARKWAY SEE N07E 2 6 'L' F007ING 8' 2, 8' $, 12` 8' G LANE ARKING 16' (MAX.) FREESTANDING LANE ARKING , (MAX.) A C D OUND WALL C SOUND WALL d 31'f�I - SECTION ELEVATION DATA STATION ® © QD OE OF © 6 O O 14 +00 166.0 16600 165.9 16610 166.0 1728 158.7 164.5 162.8 14+50 167.0 166.55 166.5 166.65 166.9 173.4 158.7 1629 162J 15 +00 168.7 167.71 167.6 16Z82 168.0 174.7 158.7 1625 161.9 15+50 170.4 169.10 169.0 169.20 169.4 176.1 1567 162.1 161.5 16+00 17 0.6170.57 17 0.4170.59 17 0.9177.415 8.7161.9161.2 16 +50 173.2 172.24 172.2 172.J4 172.5 179.4 156 7 161.8 161.1 17+00 17 5.0173.7117 3.6173.8117 4.018 0.7156.7161.616 0.9 17+50 176.0 17 4.9 917 4.9175.09 17 5.31820 15 8.7161.516 0.8 18+00 177.0 175.9 7175.9176.07 17 6.31827 15 6 7161.416 0.7 18 +50 178.0 176.63 1 176.6 176.73 176.9 183.3 1 1567 161°2 160.7 19 +00 177.5 176.78 176.7 176.88 177.1 103 156.7 1 161.1 160.5 19+50 177° 517 6.4117 6.317 6.5117 6.718 3.315 8.7161.016 0.4 20+00 175.9 175.69 175.6 175.79 176.0 1827 158.7 161.0 160.3 20+50 174.9 175.04 175.0 175.14 175.3 1820 158.7 162.9 160.3 21+00 1 174.0 174.08 174.0 1 174.10 1 1723 - - - 160.8 1. NEW PAVEMENT SEC77ON (DEVONSHIRE EAST). ROf ESS I p SEE SEC7101 N01E 2 i (SEE SECTION N07E i) ,..i. t- ° e Nq AS OUTLINED IN THE ADDENDUM TO GEOTECHNICAL REPORT I ''( ) � BEING PROVIDED TO THE PIPE AND DISCHARGING INTO SUITABLY �(sEE sECT10N NOTE 2L�, (SEE SECiww No7E 1) _ LEGE;ND WALL NOTFS PROiECiED OUTLETS. N e �o iT F FOR DEVONSHIRE DRIVE WIDENING, ENCINITA$ CA, PREPARED BY - 2. INSTALL A SELF - ADHERING SHEET WATERPROOFING (MINIMUM OF eeo �" ti� 2011 THE MINIMUM PAVEMENT SECTION EDGE EXISTING SEE N07E 1 FINISH MATCH EXISTING \ 31'1 -j ® EXISTING ELEVATION AT EXISTING R/W 1° THE WALL SHALL MATCH MAiERIAIS AND COLOR OF I i Q p MTGL ON JANUARY 261H, EDGE OF PVMT. No �D Z FOR NEW PAVEMENT SHALL BE 4 -INCH ASPHALT CONCRETE GROUND EDGE OF PVMT. SEE N07E f 60-MIL THICK). EITHER ONE OF THE FOLLOWING PRODUCTS IS a Exp. 06- 30-13 � © ELEVATION BETWEEN a "X /S77NG PAVEMENT 174E EX/Si7NG WALL ALONG 174E SOU1H DEVONSHIRE I CONSIDERED ACCEPTABLE. OVER 6 -INCH CLASS 2 AGGREGATE BASE STATION 17 +50 J �( GROUND FINISH AND PAVEMENT OVERLAY DRIVE PARKING LOT (4 -INCH PRECISION CMU BLOCK; COA7iNGS AND WATERPROOFING - CCW 701; W.R. GRACE AND * y1. WALL F0071NG I GROUND © ELEVA7101V OF CROWN COLORED ORCO 'BUFF , LAID N7H HORIZONTAL CO. 6- BRUTHENE; W.R. MEADOWS - ME1 -ROL; PECORA to In �r clvl� �P 2. AREA OF PAVEMENT OVERLAY (DEVONSHIRE WEB). NO SCALE - - DRAIN SEE q OF CA��F GE07ECHNICAL SUBSURFACE TESTING DID NOT INCLUDE AN ASSESSMENT/EV LUAiiON OF 174E STATION 19 +50 DETAIL THIS SHT. J EX. GROUND OD ELEVA7101V OF NEW CEN7ERUNE RAKE JOINTS AND VERTICAL FLUSH JOINTS, AND CORPORA770N - DURAMEIV 700 -SM; POLYGUARD PRODUCTS - SEE NOTE 2 7REATED Wi7H A SANDBLASTED FINISH POLYGUARD 650; OR 0771ER EQUIVALENT 0 EXISTING ROAD SEC710N, NOR CAN IT DETERMINED FROM RECORD PLANS EREFORE, PRIOR TO WALL F0071NG 6 'L' F0071NG NO SCALE ® ELEVATION OF TOP OF CURB 2° WALL HEIGHTS DENOTED ARE FROM 7OP OF WALL TO 3 PROVIDE 12 -INCH GRAVEL BACKFILL CONSTRUC710N, GE07ECHNICAL ENGINEER RETAINED FOR CONSTRUCTION TES NG AND INSPEC71ON DRAIN SEE 6- SEE N07E 2 Q FINISH ELEVA7101V AT THE FACE OF WALL TOP OF F0071NG TOTAL EXPOSED HEIGHT SHOWN �O o u„ a go®a br" � SERVICES TO PERFORM ADD177ONAL 7ES77NG ALONG THE EXISTING ROAD AN PROVIDE RESULTS 70 DETAIL THIS SHT. © ELEVATION OF TOP OF WALL GRAPHICALLY HERON BASED ON INTERIM GRADING SECTION 16101 � in THE ENGINEER OF RECORD AND CITY ENGINEER FOR REVIEW PRIOR TO ROAD WORK. IF THE Latitude 3 3 'L' F0071NG ® ELEVATION OF TOP OF F0071NG COIVD17ION. FUTURE MAXIMUM EXPOSED WALL i. RETAINING WALL. ACTUAL F0077NG DESIGN MAY BE DIFFERENT 1HAN r 0 = m °n EXIS71NO SEC77ON1 IS ADEQUATE (4' AC 16' BASE MINIMUM), A GRIND AND OVERLAY MAY BE AN - - HEIGHT SHALL BE CONSISTENT N7H PRIOR SHOWN HEREON. 01111�L FBA ACCEPTABLE ALTERNATIVE TO NEW PAVEMENT/BASf REPLACEMENT IN THIS O A110N IF Planning and PngineeKng QI FINISH ELEVATION AT THE BACK OF WALL DISCRETIONARY APPROVAL (CASE NO. 06 -066 2 24' MIN, DEPTH MAY CHANGE BASED ON ACTUAL STRUCTURAL DESIGN Q 5955 Mira Sorrento Place, Ste. 650 QJ ELEVA77ON OF 70P OF EXISTING CURB MUP/DR/EIA/CDP) WITH DEVELOPMENT OF FUTURE AND RECOMMENDATIONS FROM GE07ECHNICAL ENGINEER. o ° ® 1- 800422 -4195 INADEQUA7E, CONTRACTOR To REMOVE/REPLACE EXIS77NG PAVEMENT AND ROIVIDE NEW DESIGNED BY DRAIN BY CHECKED BY San Diego, Ca. 92121 * ELEVAi►ON AT FINISH GRADE MEDICAL OFFICE BUILDING 3. REFER 10 STRUCTURAL PLANS FOR NOiES/DETAILS Q J¢ STRUCTURAL SEC110N CONSISTENT WIiH GE07ECHNICAL RECOMMENDA110NS MJY MJY SCK 858- 751 -0833 Fax 858- 751 -0894 APPROVALS CITY ®F EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. m g REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT CO M CITY OF ENgNI BENCHMARK ENC-46 NORTHWEST REVIEWED BY' PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY` STREET sEC11oNS �' a CORNER OF DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL AS SHOWN DATE SCRIPPS MEMORIAL HOSPITAL N FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE /v DEVONSHIRE DRIVE WIDENING PROJECT 1 0747 NORTHEAST RN'', INTO SCRIPPS MEMORIAL HOSPITAL, 59320 MASIH MAHER, C42519 LA A WATT I I ENCINITAS 25' 8 AM DISC ENC-48 2004 ELEVATION IS VERTICAL AS SHOWN R.C.E. N0. PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE /11$1 • E /A, 16112-115 REP+o ✓6 MH D6TAML 173.376 NAVD DATE: ENGINEER NOLD J. WHITAKER EXP. 6 -30 -2013 DATE' SH IT14 DATE S'%/, (2, WORK PROJECT NO. 06 -066 MUP/OR/EIA /CDP SHEET 8 OF 3'{ 55 ONST A GE AS 131,11LT5 III&* $• ` /4S 13ulL77 1 > 0 RETAINING WALL R/W TM' Cn 0 FTGN. DRAIN DETAIL SCRIPPS MEMORIAL HOSPITAL M NO SCALE DEVOIVSH/RE 2%!N DRIVE - - - PROVIDE WAiER PROOFING to SEE NOTE 3 BIORETEN710N SWALE " " (SEE DETAIL SHT. f0) 2X MIN 0, co C*4 4' PVC 04 0 FOUNDA7701V DRAIN �] as 1. INSTALL 4-iNCH DIAMETER SCHEDULE 40 PVC PIPE OR EQUIVALENT a FOUNDA71ON DRAIN, EMBEDDED IN APPROXIMATELY 1 CUBIC FEET/LINEAR FOOT OF 314 -INCH OPEN - GRADED GRAVEL, ENVELOPED IN MIRAR 140 GEOFABRIC FlLiER OR EQUIVALENT, WITH 7HE PIPE BEING 31. INCHES m m ABOVE 774E TOP OF FOUNDATION WI7H A GRADIENT OF AT LEAST 1X � N 1. NEW PAVEMENT SEC77ON (DEVONSHIRE EAST). ROf ESS I p SEE SEC7101 N01E 2 i (SEE SECTION N07E i) ,..i. t- ° e Nq AS OUTLINED IN THE ADDENDUM TO GEOTECHNICAL REPORT I ''( ) � BEING PROVIDED TO THE PIPE AND DISCHARGING INTO SUITABLY �(sEE sECT10N NOTE 2L�, (SEE SECiww No7E 1) _ LEGE;ND WALL NOTFS PROiECiED OUTLETS. N e �o iT F FOR DEVONSHIRE DRIVE WIDENING, ENCINITA$ CA, PREPARED BY - 2. INSTALL A SELF - ADHERING SHEET WATERPROOFING (MINIMUM OF eeo �" ti� 2011 THE MINIMUM PAVEMENT SECTION EDGE EXISTING SEE N07E 1 FINISH MATCH EXISTING \ 31'1 -j ® EXISTING ELEVATION AT EXISTING R/W 1° THE WALL SHALL MATCH MAiERIAIS AND COLOR OF I i Q p MTGL ON JANUARY 261H, EDGE OF PVMT. No �D Z FOR NEW PAVEMENT SHALL BE 4 -INCH ASPHALT CONCRETE GROUND EDGE OF PVMT. SEE N07E f 60-MIL THICK). EITHER ONE OF THE FOLLOWING PRODUCTS IS a Exp. 06- 30-13 � © ELEVATION BETWEEN a "X /S77NG PAVEMENT 174E EX/Si7NG WALL ALONG 174E SOU1H DEVONSHIRE I CONSIDERED ACCEPTABLE. OVER 6 -INCH CLASS 2 AGGREGATE BASE STATION 17 +50 J �( GROUND FINISH AND PAVEMENT OVERLAY DRIVE PARKING LOT (4 -INCH PRECISION CMU BLOCK; COA7iNGS AND WATERPROOFING - CCW 701; W.R. GRACE AND * y1. WALL F0071NG I GROUND © ELEVA7101V OF CROWN COLORED ORCO 'BUFF , LAID N7H HORIZONTAL CO. 6- BRUTHENE; W.R. MEADOWS - ME1 -ROL; PECORA to In �r clvl� �P 2. AREA OF PAVEMENT OVERLAY (DEVONSHIRE WEB). NO SCALE - - DRAIN SEE q OF CA��F GE07ECHNICAL SUBSURFACE TESTING DID NOT INCLUDE AN ASSESSMENT/EV LUAiiON OF 174E STATION 19 +50 DETAIL THIS SHT. J EX. GROUND OD ELEVA7101V OF NEW CEN7ERUNE RAKE JOINTS AND VERTICAL FLUSH JOINTS, AND CORPORA770N - DURAMEIV 700 -SM; POLYGUARD PRODUCTS - SEE NOTE 2 7REATED Wi7H A SANDBLASTED FINISH POLYGUARD 650; OR 0771ER EQUIVALENT 0 EXISTING ROAD SEC710N, NOR CAN IT DETERMINED FROM RECORD PLANS EREFORE, PRIOR TO WALL F0071NG 6 'L' F0071NG NO SCALE ® ELEVATION OF TOP OF CURB 2° WALL HEIGHTS DENOTED ARE FROM 7OP OF WALL TO 3 PROVIDE 12 -INCH GRAVEL BACKFILL CONSTRUC710N, GE07ECHNICAL ENGINEER RETAINED FOR CONSTRUCTION TES NG AND INSPEC71ON DRAIN SEE 6- SEE N07E 2 Q FINISH ELEVA7101V AT THE FACE OF WALL TOP OF F0071NG TOTAL EXPOSED HEIGHT SHOWN �O o u„ a go®a br" � SERVICES TO PERFORM ADD177ONAL 7ES77NG ALONG THE EXISTING ROAD AN PROVIDE RESULTS 70 DETAIL THIS SHT. © ELEVATION OF TOP OF WALL GRAPHICALLY HERON BASED ON INTERIM GRADING SECTION 16101 � in THE ENGINEER OF RECORD AND CITY ENGINEER FOR REVIEW PRIOR TO ROAD WORK. IF THE Latitude 3 3 'L' F0071NG ® ELEVATION OF TOP OF F0071NG COIVD17ION. FUTURE MAXIMUM EXPOSED WALL i. RETAINING WALL. ACTUAL F0077NG DESIGN MAY BE DIFFERENT 1HAN r 0 = m °n EXIS71NO SEC77ON1 IS ADEQUATE (4' AC 16' BASE MINIMUM), A GRIND AND OVERLAY MAY BE AN - - HEIGHT SHALL BE CONSISTENT N7H PRIOR SHOWN HEREON. 01111�L FBA ACCEPTABLE ALTERNATIVE TO NEW PAVEMENT/BASf REPLACEMENT IN THIS O A110N IF Planning and PngineeKng QI FINISH ELEVATION AT THE BACK OF WALL DISCRETIONARY APPROVAL (CASE NO. 06 -066 2 24' MIN, DEPTH MAY CHANGE BASED ON ACTUAL STRUCTURAL DESIGN Q 5955 Mira Sorrento Place, Ste. 650 QJ ELEVA77ON OF 70P OF EXISTING CURB MUP/DR/EIA/CDP) WITH DEVELOPMENT OF FUTURE AND RECOMMENDATIONS FROM GE07ECHNICAL ENGINEER. o ° ® 1- 800422 -4195 INADEQUA7E, CONTRACTOR To REMOVE/REPLACE EXIS77NG PAVEMENT AND ROIVIDE NEW DESIGNED BY DRAIN BY CHECKED BY San Diego, Ca. 92121 * ELEVAi►ON AT FINISH GRADE MEDICAL OFFICE BUILDING 3. REFER 10 STRUCTURAL PLANS FOR NOiES/DETAILS Q J¢ STRUCTURAL SEC110N CONSISTENT WIiH GE07ECHNICAL RECOMMENDA110NS MJY MJY SCK 858- 751 -0833 Fax 858- 751 -0894 APPROVALS CITY ®F EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. m g REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT CO M CITY OF ENgNI BENCHMARK ENC-46 NORTHWEST REVIEWED BY' PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY` STREET sEC11oNS �' a CORNER OF DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL AS SHOWN DATE SCRIPPS MEMORIAL HOSPITAL N FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE /v DEVONSHIRE DRIVE WIDENING PROJECT 1 0747 NORTHEAST RN'', INTO SCRIPPS MEMORIAL HOSPITAL, 59320 MASIH MAHER, C42519 LA A WATT I I ENCINITAS 25' 8 AM DISC ENC-48 2004 ELEVATION IS VERTICAL AS SHOWN R.C.E. N0. PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE /11$1 • E /A, 16112-115 REP+o ✓6 MH D6TAML 173.376 NAVD DATE: ENGINEER NOLD J. WHITAKER EXP. 6 -30 -2013 DATE' SH IT14 DATE S'%/, (2, WORK PROJECT NO. 06 -066 MUP/OR/EIA /CDP SHEET 8 OF 3'{ 55 ONST A GE AS 131,11LT5 III&* $• ` /4S 13ulL77 1 w rL a QROFESS /p�9 t0t1 ,.�"�o�O J WH�rgf Fy 0 M vi Na 59320 w Exp. 06-30-13 r" o * # ° sT CIV14 �P CU W q� OF CA1 �F 3 mo, >m om tv -8 i0TJ2 -41'1 "" 1 -800422 -41; In CD w }TO TMmm OATS effm 4m m r a REVISIONS 7 u7 O` LI wr 0 OD 0 0 OD 0 a r J DEVONSHIRE DR. (SEE SHEET 4) m 6'X8' 0 0 10 0 0 8' GA 7HRU: IN PERM 1 INCH = 20 FT. (16.1 8' GA Latitude 33 60X8' Planning and Engineering TRAN.1 5355 Mira Sorrento Place, Ste. 650 San Diego, Ca. 92121 858 - 751 -0633 Fax 858- 751 -0634 MJY MJY SCK APPROVED DATE REFERENCES DATE 7-146-15 sf.Dmb PFRa+ilt 7 TY ER OF 0 OF � O INSTALL If METER AND 1j' BACKFLOW PER W.A.S. WR -01 I t t ' r I NEW CURB E r r y MATCH' EXIST p)jjj 3181 TC 164.5E l .r 9 PLAN: 12" PVC WA TERMAIN (PUBLIC) SCALE: 1' = 20' ?3T `O 3 W :OUPLING PO REDUCER 0- I � � 2' MAR - - - - - - - - - HEREIN DESCRIBED EASEMENT PURPOSE:- 20' DRA/NA J 12' PW WATER _ I PURPOSE �0 SEWER _., . %f - `, -- � - �'" �� LOTS 1 AND 2 OF SAID MAP AFFEC71NG PARCEL 3A HEREIN DESCRIBED LOCADON OF r = — — — — — _ SAID DRAINAGE EASEMENT LYING WHIN PARCEL 3B HEREIN DESCRIBED WAS VACATED OF RECORD BY r u. �.. - -- �Il s LL I I( ! n — r "�- ®�- � DOCUMENT RECORDED fEBRUARY 25, 1976 AS FILE N0. 54127, OFFICIAL RECORDS. \rn EASEMENTS FOR INGRESS AND EGRESS, PIPELINES; DRAINAGE AND OR PUBLIC UlIU71ES AND \O ' _ .. i __ I I I I' ' I I � I I ' __. '' �" I .Y• 310.3 14 � a � 9 INCIDENTAL PURPOSES THERETO OVER UNDER ALONG AND ACROSS THE EASEMENT PARCELS HEREIN o 0 ( r'� ' I'1 „� 2d,” WATER EA_, I I -12 ! 22. : � PARCEL( S) - 1., - T.::�� DESCRIBED AS GRANTED AND /OR RESERVED IN VARIOUS DEEDS OF O.R. -= - IJOCti 11 =" 23Z !01� , POD PO.. -. 14 �; (RECORDED W'�27�J°- ;; l j„I I} - : ANON- EXCLUSIVE NONE-REVOCABLE LICENSE TO HAVE A SLOPE OF DIRT ENCROACH AS GRANTED 10 a a X - - I gE OU1T CLIFF (-0 CIi '1sF? ©DINpiT E COOK, AS 70 AN UND/NDfD ONE -THIRD (1/3) INTEREST AS HIS S�PARAIE PROPERLY AND TO -� .._J� / EXIST. 2,0' WATER ESML `� CHARLES E CLARK, AS TO AN UNDIVIDED ONE -THIRD (113) INTEREST AS HIS SEPARATE PROPERM AND 70 Q a _ \ t � PER DOCUMENT NO, - -- • • RONALD G SUMMERS, AS TO AN UNDIVIDED OWE -THIRD (113) INTEREST AS INS SEPARATE PROPERLY, BY _ . . - — ::� — x - '. .. 2010= 0067278.'O.R.. t DOCUMENT RECORDED JUNE 19, 1974 AS FILE NO. 74- 163173 OF OI�FlCAL RECORDS ........... — _- RECORDED 2 =9 -10. , _".. " ."."•". ,", • 1 5 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS AND INCIDENTAL THERETO AS SHOWN COM _ ............. RED N rn OR AS OFFERED FOR DEDICATION ON THE RECORDED MAP SHOWN BELOW. E { ��EN O 1 {Jf��l J7 ............ ............................... ...'.. ; 99 MAP OF PARCEL MAP NO. 3787, FILED MAY 15, 1975 EASEMENT ........... .......................... ............................... ........ .. .................. ............................... .......................................... ............................... PURPOSE. PROPOSED PRIVATE ROAD r>� .' 1 . ..... ................. I I �......... ........... ...................... . . . .............. BELOW AND RIGHTS INCIDENTAL ........................... % AN EASEMENT FOR THE PURPOSE SHOWN B (HERETO AS SET FORTH IN A DOCUMENT ®0 GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY N a PURPOSE. PUBUC UNURES INGRESS AND EGRESS RECORDED: SEPTEMBER 3Q 1975 AS FILE NO: 75- 267074 OF OFFICIAL RECORDS EXIST RESTRICTIONS ON THE USE, BY THE OWNERS OF SAID LAND, OF THE EASEMENT /� UTILITIES EXIST. IMPROVEMENTS PROP. IMPROVEMENTS AREA AS PROVIDED IN THE DOCUMENT REFERRED 70 ABOVE N ® ® FOR EXIS71NG IMPROVEMENT DESCRIPTION, ® FOR PROPOSED IMPROVEMENT DESCRIPTION, ® AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS AND INCIDENTAL THERETO AS SET N \ FOR EXISTING U71LITY DESCRIPTION, SEE SHEET 3. SEE SHEET J. SEE SHEET J. FORTH IN A DOCUMENT T ©0 GRANTED TO: CLANCY & ASSOCIATES {yI pllponcr. I, Wrlll AD Akin DrfWCTDIAM 7DAmr CURB CURVE TABLE CURVE DELTA SHEET 5 RADIUS REMARKS C1 ✓ 42.42 25.00 6 CONCRETE Cd G G -2 C2 . , 36.89' 5 ff C3 9337'14' 49.02' 30,00' 6' CONCRETE CURB G-1 22.5' NOR BEND 250 PSI 13349 LB 8 134 SF 2 +93.59 PVC 12' 3 +82;31 HOR TEE 250 PSI 34212 LB 1500 PSF 22.8 SF ,3+82.31 PVC 8' aaiaTV-715N Ala 2 8' TEE. CONNECT TO EXIST '~ i T d; 1500 PSF 16.1 SF` 6' ACP WATER_MAIN PER _ as TM N0:'2997 �" I Ell, -1 TP 16243, 1 -8' FL TEE, if 3 -8' FL G✓S; 2 -6'X8' FL X, PO REDUCERS, 1 -2' M,AR' AND 1- 8'X120FL�PO�' REDUCER i I i ENPING - - - SEE DETAIL 'A 19 31� THIS SHEET ROAD _MELBA 4 _ 7 EX 6 ACP 19\ t rl � END .✓ � � R/IY ' hoe 30' RIGHT -OF -WAY DEDICA71ON O 1- ` PER DOC. NO. 12- 0162626 O.R. ! I RECORDED ON MARCH 20, 2012 j ! ' If if I 7 4 ' � r 9' I 15 rL a QROFESS /p�9 t0t1 ,.�"�o�O J WH�rgf Fy 0 M vi Na 59320 w Exp. 06-30-13 r" o * # ° sT CIV14 �P CU W q� OF CA1 �F 3 mo, >m om tv -8 i0TJ2 -41'1 "" 1 -800422 -41; In CD w }TO TMmm OATS effm 4m m r a REVISIONS 7 u7 O` LI wr 0 OD 0 0 OD 0 a r J DEVONSHIRE DR. (SEE SHEET 4) m 6'X8' 0 0 10 0 0 8' GA 7HRU: IN PERM 1 INCH = 20 FT. (16.1 8' GA Latitude 33 60X8' Planning and Engineering TRAN.1 5355 Mira Sorrento Place, Ste. 650 San Diego, Ca. 92121 858 - 751 -0633 Fax 858- 751 -0634 MJY MJY SCK APPROVED DATE REFERENCES DATE 7-146-15 sf.Dmb PFRa+ilt 7 TY ER OF 0 OF � O INSTALL If METER AND 1j' BACKFLOW PER W.A.S. WR -01 I t t ' r I NEW CURB E r r y MATCH' EXIST p)jjj 3181 TC 164.5E l .r 9 PLAN: 12" PVC WA TERMAIN (PUBLIC) SCALE: 1' = 20' ?3T `O 3 W :OUPLING PO REDUCER 0- I � � 2' MAR - - - - - - - - - HEREIN DESCRIBED EASEMENT PURPOSE:- 20' DRA/NA J 12' PW WATER _ I PURPOSE �0 SEWER _., . %f - `, -- � - �'" �� LOTS 1 AND 2 OF SAID MAP AFFEC71NG PARCEL 3A HEREIN DESCRIBED LOCADON OF r = — — — — — _ SAID DRAINAGE EASEMENT LYING WHIN PARCEL 3B HEREIN DESCRIBED WAS VACATED OF RECORD BY r u. �.. - -- �Il s LL I I( ! n — r "�- ®�- � DOCUMENT RECORDED fEBRUARY 25, 1976 AS FILE N0. 54127, OFFICIAL RECORDS. \rn EASEMENTS FOR INGRESS AND EGRESS, PIPELINES; DRAINAGE AND OR PUBLIC UlIU71ES AND \O ' _ .. i __ I I I I' ' I I � I I ' __. '' �" I .Y• 310.3 14 � a � 9 INCIDENTAL PURPOSES THERETO OVER UNDER ALONG AND ACROSS THE EASEMENT PARCELS HEREIN o 0 ( r'� ' I'1 „� 2d,” WATER EA_, I I -12 ! 22. : � PARCEL( S) - 1., - T.::�� DESCRIBED AS GRANTED AND /OR RESERVED IN VARIOUS DEEDS OF O.R. -= - IJOCti 11 =" 23Z !01� , POD PO.. -. 14 �; (RECORDED W'�27�J°- ;; l j„I I} - : ANON- EXCLUSIVE NONE-REVOCABLE LICENSE TO HAVE A SLOPE OF DIRT ENCROACH AS GRANTED 10 a a X - - I gE OU1T CLIFF (-0 CIi '1sF? ©DINpiT E COOK, AS 70 AN UND/NDfD ONE -THIRD (1/3) INTEREST AS HIS S�PARAIE PROPERLY AND TO -� .._J� / EXIST. 2,0' WATER ESML `� CHARLES E CLARK, AS TO AN UNDIVIDED ONE -THIRD (113) INTEREST AS HIS SEPARATE PROPERM AND 70 Q a _ \ t � PER DOCUMENT NO, - -- • • RONALD G SUMMERS, AS TO AN UNDIVIDED OWE -THIRD (113) INTEREST AS INS SEPARATE PROPERLY, BY _ . . - — ::� — x - '. .. 2010= 0067278.'O.R.. t DOCUMENT RECORDED JUNE 19, 1974 AS FILE NO. 74- 163173 OF OI�FlCAL RECORDS ........... — _- RECORDED 2 =9 -10. , _".. " ."."•". ,", • 1 5 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS AND INCIDENTAL THERETO AS SHOWN COM _ ............. RED N rn OR AS OFFERED FOR DEDICATION ON THE RECORDED MAP SHOWN BELOW. E { ��EN O 1 {Jf��l J7 ............ ............................... ...'.. ; 99 MAP OF PARCEL MAP NO. 3787, FILED MAY 15, 1975 EASEMENT ........... .......................... ............................... ........ .. .................. ............................... .......................................... ............................... PURPOSE. PROPOSED PRIVATE ROAD r>� .' 1 . ..... ................. I I �......... ........... ...................... . . . .............. BELOW AND RIGHTS INCIDENTAL ........................... % AN EASEMENT FOR THE PURPOSE SHOWN B (HERETO AS SET FORTH IN A DOCUMENT ®0 GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY N a PURPOSE. PUBUC UNURES INGRESS AND EGRESS RECORDED: SEPTEMBER 3Q 1975 AS FILE NO: 75- 267074 OF OFFICIAL RECORDS EXIST RESTRICTIONS ON THE USE, BY THE OWNERS OF SAID LAND, OF THE EASEMENT /� UTILITIES EXIST. IMPROVEMENTS PROP. IMPROVEMENTS AREA AS PROVIDED IN THE DOCUMENT REFERRED 70 ABOVE N ® ® FOR EXIS71NG IMPROVEMENT DESCRIPTION, ® FOR PROPOSED IMPROVEMENT DESCRIPTION, ® AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS AND INCIDENTAL THERETO AS SET N \ FOR EXISTING U71LITY DESCRIPTION, SEE SHEET 3. SEE SHEET J. SEE SHEET J. FORTH IN A DOCUMENT T ©0 GRANTED TO: CLANCY & ASSOCIATES {yI pllponcr. I, Wrlll AD Akin DrfWCTDIAM 7DAmr CURB CURVE TABLE CURVE DELTA LENGTH RADIUS REMARKS C1 9772 32 42.42 25.00 6 CONCRETE Cd G G -2 C2 8433.23' 36.89' 2500' ff C3 9337'14' 49.02' 30,00' 6' CONCRETE CURB G-1 22.5' NOR BEND 250 PSI 13349 LB 1500 PSF 134 SF 2 +93.59 PVC 12' THRUST HOR TEE 250 PSI 34212 LB 1500 PSF 22.8 SF ,3+82.31 PVC 8' THRUST HOR TEE 250 PSI 16062 LB 1500 PSF r ni_ �T . _ 12' PVC WA7ER *' FIRE ACCESS LANE PAINT RED CURBS PO REDUCER ETAIL 'A' NOT TO SCALE k THRUST BLOCK TABLE PIPE STA. TYPE/ DIA. OF PIPE TYPE OF BLOCK TYPE OF APPURTENANCE DESIGN PRESSURE 70TAL THRUST ASSUMED SOIL CAPACITY AREA OF BLOCK �D °9 PVC 12' THRUST 22.5' HOR BEND 250 PSI 13349 LB 1500 PSF 13.4 SF Otso:31 PVC 12' THRUST 22.5' NOR BEND 250 PSI 13349 LB 1500 PSF 134 SF 2 +93.59 PVC 12' THRUST HOR TEE 250 PSI 34212 LB 1500 PSF 22.8 SF ,3+82.31 PVC 8' THRUST HOR TEE 250 PSI 16062 LB 1500 PSF 16.1 SF` . -1 �. �... _ _ ...., .•...•..., RECORDED. SEPTEMBER 1, 1983 AS FILE NO. 83- 311596 OF O.R. 38 AN EASEMENT MAINTENANCE AGREEMENT RECORDED SEPTEMBER 1, c 1983 AS FILE NO. 83311596 OF OFFICIAL RECORDS - ® REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS m m ® COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THE DOCUMENT U) to RECORDED. FEBRUARY 10, 1989 AS INSTRUMENT NO. 89 -70910 OF O.R. q> AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS tv I I ® INCIDENTAL THERETO AS SfT FORTH IN A DOCUMENT TDAMTM 7n. CAM nIVY! PAC Akin 6rr7Dlr /YIUDAMV A n 8 "X12' FL X PO REDUCER 8' GATE VALVE 8' FL TEE CURB LINE TABLE CURVE BEARING LENGTH REMARKS LI N847/055 34.51' 6w CONCRETE CURB G -1 L2 N84.00'55 0E 3 &80' REVIEWED BY• WATER MAIN PLAN AND PROFILE A ton N a N67'30'00'W - 30.31' 1 12' C900 PVC (CL -200) 2 N90 00'00'W - WATER DATA PUBLIC NO. DELEDA—IBRNG IRADIUSI LENGTH I REMARKS 5m BENCHMARK ENC-4& NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY• WATER MAIN PLAN AND PROFILE ton N a N67'30'00'W - 30.31' 1 12' C900 PVC (CL -200) 2 N90 00'00'W - 4:F? 12' C900 PVC CL -200 PURPOSE V PUBLIC�UTIL171a INGRESS AND EGRESS N N RECORDED. • MAY 4, 1954 IN BOOT( 5227, PAGE 65 OF OFFICIAL RECORDS ® SDG&E EASEMENT FOR PUBLIC UTILITIES RECORDED DECEMBER 22, o 1948 IN BOOK 3058, PAGE 149, OFFICIAL RECORD. ® SDG&E EASEMENT FOR POLES AND WIRES RECORDED OCTOBER 19, co 1953 IN BOOK 5020, PAGE 199, OFFICIAL RECORD. 7 li FIRE ACCESS LANE PAINT RED CURBS SDG&E EASEMMENT FOR PUBLIC U77LI77ES RECORDED JUNE 3, 1954 IN BOOK 5256, PAGE 364, OFFICIAL RECORD. 90 ABUTTER'S RIGHTS OF ACCESS RELINQUISHED PER DOC. RECORDED MAY 19, 1964 AS FILE NO. 64- 90065, OFFICIAL RECORD. J J BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 5m BENCHMARK ENC-4& NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY• WATER MAIN PLAN AND PROFILE ton N .rE DROP INLET ON NORTH SIDE OF SANTA INTERSTATE HIGHWAY 5 AT THE HORIZONTAL 1' = 20' DATE: 11,4 •/V ` l SCRIPPS MEMORIAL HOSPITAL 10747-1 P N INTO SCRIPPS MEMORIAL HOSPITAL 59320 MASIH MAHER, C42519 LA EN A. WATT DEVONSHIRE DRIVE WIDENING PROJECT 4SS DISC ENC -48 2OD4 ELEVATION IS VERTICAL 1" = 4' R.C.E. N0. PUBIC KS DIRECTOR 354 SANTA FE DRIVE I I DATE: ENGINEER 6 -30 -2013 $ RN O EXP. OLD J. WHITAKER DATE: 11 13/ /y DATE S ZI P /2 WORK PROJECT NO. 06 -056 MUP/DR/EIA /CDP SHEET 9 OF 3!1 - vv A S ISUILET a. x CL CU L0 In Cd N% C3 N a) 39 -a 0 a. L0 6 C31 CD CD L0 0`; C) OD I., CD C) OD 11 7: LEGEND DESCRIP SYMBOL Vito W p j U H 'fl j -:;w 1\1 C 11\11 r. 'A s _4 O�E'3pjf/IL P.Ir-Fril COC D0CLMjLrr-_j\1T 1\10, 2010-0055172el LE. BONDED FIBER MATRIX SCALE- (SEE SPECS. THIS SHEET) 0 20 40 130 =80' fiCASE5 1\10, 05-055 1WLJP11D_rr-?1.r1-A1./CDP) 120 GRAVEL BAGS 2 SILT FENCE .. ... .... .... .................. T, BIORETENRON AREA 1 L (SEE DETAIL THIS SHEET) RIP RAP OUTLET STABILIZED CONSTRUC710N ENTRANCE 2 _J 2 FT_ _11-, j 11 T I LT I 7�_ FIBER ROLLS 7- .- < '' f ilo) % GRAWTY RETAINING WALL 7=771 '12 (BIORETEI17ION SW ALE CHECK DAM) 1�4 ----- -- j,7 . . .......... EVENS ONSHIRE DRI VE 2 % .. �th�_ tz"\v r w51-r 'A 51\1011VIr./I 1'9' JYJC-IJAIAJVD��13 11/1/lp AJ A I f 212 V, � I Id .. ... ....... -4 100, o0e '0 - j q L — ---- ---- > A-\x1 A-/ N, 0 7, 41 17� 100 .00, j L '� _,_. % I \,w z' 7777-7 r xl < ly IT -4 b� PLAN TYR 010REZEN710N SWALE DE SM-9 EVER POLLUTION ONMOL N07ES ST66M WAZER POLLUMN M.N700L NOMS � '_ . .1 �;-� 3-112- NO SCALE CONCRETE WASHOUT . � - I t. '.' '�%� m: BIORETENZION SWALE NOZM- G_ 1 B S E 6-6"— -T� CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN P S ALL ABLE 701LETS MUST BE IN GOOD WRKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR Ri 5' f-J" 2' (MIN.) 2o-J* 1. PIPE SHOULD BE 4-INCH (MIN) CONTAINMENT AND LOCATE PORTABLE TOILETS V. DIAMETER, PERFORATED, THICK 75 OM STORM DRAIN INLETS PROVIDE SECONDARY CONT AWAY FROM -Ir " `:CO m_ WASHOUT WASTE ON 37F IT IS ILLEGAL 70 WASH CONCRETE, SLURRY MORTAR, STUCCO, PLASTER AND THE 0 V I _V. " BOTTOM WIDTH ERVIOUS SURFACES. WALLED SCHEDULE 40 PVC, SLOPED LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION A CONSTRUCTION S17E ACCESS C I N! �U INSTALL RIP AP COVER N07E TO DRAIN AT a5-pE;RCENT MINIMUM. TRAVELED AWAY FROM OUTLET 'ONS7RUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMDRAK SEC71ON A-A SIDEWALK (SEE CONTRA CT. NOTE cz NENG 2. ENGINEERED SOIL" LAYER SHALL qAC70R MUST ROU77NEL Y CHECK AND CLEAN UP MATERIAL 7HA T MAY HAVE IRA A --z3-J 2 ON SHEETS 5 & 6) 'SANDY A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS To C N.' 14 7RUC71ON 97E BIORETENRON ep.A - nc_ .1 BE MINIMUM 6-INCH DEEP PIPE TO BE 1" PREVENT TRACKING DIRT OFF STE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR SWALE (SEE J" SIDEWALK (T: BELOW STD. CURB LOAM" SOIL MIX WITH NO MORE GUTTER UNDERDRAIN CrA SIDEWALK AND THAN 5% CLAY CONTENT. 774E MIX CORRUGATED STEEL PANELS/PLATES EROSION DET GUTTER LONZROL N07ES THIS SHE.) Q: 15- (MAX) SHALL CONTAIN 50-60X SAND, CmSm&vffl 2Z FLORINE P4. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION I VEHICLES PARKING, VEHICLE REFUELING, AND ROU77ME EQUIPMENT MAINTENANCE 20-30% COMPOST OR HARD SE OF EMERGENCY WORK IS REQUIRED, CONTACT LEE SUDHOFF AT (658) 686-6298, 24 HOURS A 7777777� 14 WOOD 0 ;7 4,4 T AND WORKERS FOR EMERGENCY CORK SHALL MADE AVAILABLE AT ALL TIMES DUIRNG THE RAINY SEE NOTE I CONCRETE MULCH, AND 20-30% TOPSOIL. ALL MAJOR REPAIRS SHALL BE MADE OFF-37E EROSION SON (OCTOBER I TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 97E AT CONVENIENT SECTION —FLOW CURB & G J. VEGETATED SWALES ON GRADES OF TIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY D R DEVICES WFJV RAIN IS IMMINEVT MORE THAN 25Z MUST INSTALL G. QMZM EVICES SHOW ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING ffmww Ow GRAVITY RETAINING WALL 70 LIMIT EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL SIDEWALK NOTES, TOR, 6-INCH (MIN.) UNDE10m THE SLOPE OF THE SWALE TO 2Z BE PROTECTED AGAINST EROSION BY INSTALLING EROSON RESS7ANT SURFACES SUCH AS ERO.SION CONTROL MATS, ADEQUATE GROUND COW? VEGETATION, AND BONDED FIBER MATRIX. 1. CONTRACMIR 70 SET UNDERDRAIN IN FORM AND POUR CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 70 WORKING ORDER TO THE SATISFACTION OF CONCRE7E AROUND PIPE To ENSURE FLOW LINE ELEVATION SECTION B- �-mK; (SEE DETAIL NIS 91T) ENGINEERED SOIL UNLESS OTHERWISE APPROVED BY ON NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NET NE417HER. (SEE BIOSWALE N07E 2) THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL THE DIREC70R OF ENGINEERING CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY OF PIPE IS 10 BELOW FLOW LINE OF CURB AND GUTTER. 10 GU TTER GROUND COVER NOTE. -INCH (MIN) FILTER SERVICES (SEE PLAN ON SHEETS PLAN ON SqEE75 5 AND 6 FOR DIWR-701V DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND 774E CONSTRUCTION 97E f. GNEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. (SEE LOCATION AND SWALE SHALL BE PLANTED MEDIA: 3 PART CLEAN 5 AND 6 FOR LOCATION OF CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS 70 PREVENT PUBLIC SPA= OF REVERSE FLOW SIDEWALK UNDERDRAINS). CONTRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMEN&VT AND TEMPORARY EROSION WITH ADEQUATE GROUNDCOWR BIORETENNON SWALE CHECK DAMS SS ONTO AREAS WHEN IMPOUNDED WATER CREATE A HAZARDOUS CONDITION. 2 PIPE SHALL BE ONE COIV77NUOUS LENGTH FROM CURB LINE 9EERSE FLOW WASHED SAND TO I CONTROL. MEASURES. OR TURF PLANTS THAT ARE EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED TO BIOSWALE. PART im GRAVEL AND DETAIL 7741S SHEET REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSAY LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NA TERAL GROUND COVER. DO NOT REMOVE TREES OR I� NOT PRONE TO BLOCKING THE J. CONCRETE SHALL BE 520-C-2500 MIN. SIDEWALK OVERDRA N -INCH - GRAVEL DED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE 4. PIPE SHALL BE CIRCULAR CAST IRON OR RIGID PLASTIC M DRAINAGE FLOW MAY ALSO BE 2 USION OF EACH WORK DAY. NO SCALE PLANTED ON SIDE SLOPES SHRUBS UNNECESSARX Y- THEY HELP DECREASE EROSION. 6-INCH - CRUSHED ROCK TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY S. PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING LL REMOVABLE PR07EC71VE DEVICES SHOW SHALL BE IN PLACE AT THE END OF E4CH WORKING DAY WHEN 7HE (J-INCH MIN.) SEE LANDSCAPE PLANS FOR 4-INCH PERFORATED PIPE VE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT 40W). SILT AND 07HER DEBRIS SHALL BE PAR77CULARS MIN. VIED AFTER EACH RAINFALL MIN. CONNECTED TO DRAINAGE SYSTEM ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND 7HE SOIL 12 GERMINATION OF HYDROSEEDED SLOPES FAX 70 PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90X I. SET POSTS AND EXCAVATE A 4 BY 4 IN 2. STAPLE WIRE FENCING TO THE POSTS. PLANT PERMENENT VEGETATION AS SOON AS POSSIBLE; ONCE EXCAVATION AND GRADING ACTIVITIES ARE GE) PRIOR 70 NOVEMBER 15, 7HE SLOPES SHALL BE STABILIZED NTH PUNCHED STRAW INSTALLED IN TRENCH UPSLOPE FROM AND ALONG THE NTH SEC71ON 35.023 OF THE EROSION SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA LINE OF POSTS. COMPLETE 10\1 NUMBER OF WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. A�OEPAR7MENT OF CONSERVATION. PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS PAYED OR UNPAVED AT 6 GRADE QE STREET INTERVAL BAGS HIGH 2 BAGS HIGH "EMBED ON-SIZE CCWSME77ON MATERIAL STORAGE if. TERVALS INDICATED BELOW VELOCITY CHECK DAMS MAYBE CONSTRUCTED OF GRAVEL BAGS, TIMBER OR 07HER FIRST ROW OF LESS THAN ZOX AS REQUIRED 0 LOW POINT RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE GRAVEL BAGS HALF DEPTH STORED MATERIALS MALL BE CONTAINED IN A SECURE PLACE 70 PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WLL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-97E. SROSON 2Z - 4% 100 FEET 1 7RE•T OR EARTH MAY NOT BE USED AS CHANNEL AT RIGHT ANGLES TO THE CENTER LINE. VELOCITY CHECK 9k1%xv1C\%) OPENING AT INLET 4X - 6% 50 FEET I 6% - 10% 50 FEET 2 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM S70WPILES KEPT OV-St'ff. STOCKPILES MAY '6NS7RUCZZ 4 IN 0 00 OVER 10% 25 FEET 2 aN. BMP NO 0 INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE. AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED) AWAY FROM CONCENTRATED STROM WATER FLOWS AND S70RMDRAIN INLETS STOCKPILES SHALL BE C>C:) "EMBED FIRST ROW OF 4. BACKFILL AND GRAVEL BAG DETAILS COVERED OR PROTECTED WITH SOIL STABILIZA 71ON MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT 1, BARRIER AROUND THE PERIMETER AT ALL TIMES COMPACT THE J BAGS HIGH oo� CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND MUD ON ADJACSVT S7REE7(S), DUE TO S. ATTACH THE FILTER FABRIC TO EXCAVATED SOIL. GRAVEL BAGS HALF DEPTH STRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY AT THE END OF EACH WORK DAY OR AFTER A NO SCALE THE WIRE FENCE AND EXTEND IT TRAINING S S,0RW a EVENT THAT CAUSES A BREECH IN INSTALLED CONSTRUCTION BMPS Nflaf MAY COMPROMISE STORM WATER I INTO THE TRENCH. TYP. INLET DETAIL WE BAGM OV SIFEM BAG MEWING DETAIL CONTRACTORS' EMPLOYEES *10 PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR W7H THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP QUALITY VEHICLES 107HIN ANY STREET(S). A STABILIZED CONSTRUCTION EXT MAY BE REQUIRED 70 PREVENT CONSTRUCTION FILTER FABRIC iii OR EQUIPMENT FROM TRACKING MUD OR SILT ONTO THE STREET 2 N07ES -SHALL BE AVAILABLE 70 EVERYONE WORKING ON STE. THE PROPERTY OWNERS) AND THE PRIME ALL 7*N STOCKPILES OF SOIL AND /OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT FOR A PERIOD WFA7ER { WIRE SEVEN CALENDAR DAM ARE TO BE COVERED. ALL REMOVABLE BMP DEVICES SHALL BE IN PLACE AT THE 112 IN CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OW OF EACH WORKING DAY WHEN 7HE FIVE DAY RAIN PROBABILITY FORECAST E)(CEEDS 40X CHANCE OF RAIN. RESPONSBIU71ES J. WASTE MANAGEMENT A WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY I"X1"X2' STAKED CRETE IMPROVEMENTS WHICH ARE 70 BE POURED IN-PLACE ON SITE _-W��AT 4' ON CENTER CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE' AND UNUSED CONSIRU77ON 4. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEW INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 5. A CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER EACH -OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREACH IN EFFECTIVENESS SIL T /xj /1 15 IN SLOPES THAT ARE CREATED Of? DISTURBED BY CONSTRUCTION AC77WTY MUST BE PROTECTED AGAINST EROSION NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWAZER. BERMS/DIKES SHALL BE PLACED 6. PREFABRICATED SILT FENCE MAYBE USED IN SEDIMENT TRANSPORT AT ALL TIMES. LIEU OF IN PLACE CONS7RUC77ON. S70RAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT AROUND DOMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSTERS SHALL BE CHECKED FREQUENTLY MUST BE PROTECTED AGAINST ANY P07FJV71AL FIBER ROLL OF POLLUTANTS INTO THE ENVIRONMENT. CROSS SECTION FOR LEAKS. Dumps7ER ups SHALL REMAIN CLOSED AT ALL 71MM DUMPSTERS WITHOUT LIDS SHALL BE PLACED I DIRT EXISTING PAVED EXISTING PAVED WITHIN STRUCTURES W7H IMPERVIOUS ROOFING OR COVERED NTH TARPS IN ORDER 70 AVOID RAIN CONTACT NTH ANY TRASH MATERIAL kRYANENT ROAD ROAD GRAVITY RETA INING L BMP MEASURES Z .'�' 14.5 1 MANY COIVSIRUC7701V MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS; VEHICLE FLUIDS. BROKEN 1. 15' MIN. FLOW ICIENT IRRIGATION 15' MIN. EF) ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN 70 AN APPROPRIATED LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION -A -F.OW 41N SHU70FF DEVICES SHALL BE INSTALLED 70 PREVENT IRRIGATION DURING AND AFTER PRECIPITA TION. REDUCERS OR SHUTOFF VALVES 70 CONTROL WATER LOSS IN THE EVENT OF BROKEN SPRINKLER HEADS OR PIPES ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07UNE TOLL FREE AT (800) LONGITUDINAL SECTION 71ON SYSTEMS TO BE 714-1195. FOR INORMARON ON LANDFILLS AND 70 ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. -IRRIGA DESIGNED TO EACH LANDSCAPE AREAS WATER REQUIREMENTS. 00 MIN DEPTH 6" 0 00, CK OF GRAVEL POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING 2 REDUCE - REGULARLY 15 SEDIMENTS AND TRASH AND DEBRIS PROFILE ITYPI CALI BROOM (DRY) SWEEP PARKING LOT 70 MINIMIZE CLEANING NTH WATER. RECEPTACLES AROUND THE SITE. -PROVIDE DIRT 4. TRASH RECEPTACLES IN PARKING LOT TO DISCOURAGE UTTER. PLAN VARIES .E ROUCE EROSION _j Cl) PROVIDE APPROPRIATE STABILIZED UWwpomd Swdw Awt -ALL GRADED SLOPES AND GRADED NATURAL AREAS MLL BE LANDSCAPED AND IRRIGATED. No. 59320 �m CL CONSTRUCTION S L 40AIft�' 4. Latitude 33 :num CUL TmL = Plannsng and ETWumemng -A 1; rn T RUN-OFF 9 5p. 06-30--13 Ct TRANSITION BETWEEN SIIALESlifaTATED SWALES (SALT 6R4S5) ARE PROP. WIHNPOI?7701VSOFIHELAiVDXAPEARFAS LU STABILIZED CONSTRUCTION EN 7RA U.Cf GRAVITY RETAINING WALL CL ENTRANCE AND EXISTING WATER QUALITY IS PROPOSED 70 TREAT RUNOFF BEFORE FOOTING THE PROPERTY CIV0. PAVED ROAD NO SCALE FIBER ROLL DETAIL BIQKMN77ON SWALE CHECK DAM DETAILS U(@reu, 1 -Opp 422-4133 5355 Mira Sorrento Place, Ste. 650 5. TENTION SWALE OF tNL NO SCALE NO SCALE San Diego, Ca. 92121 1741 FACILITY WLL BE INSPECTED ANNUALLY PRIOR TO THE RAINY SEASON. 858-751-0633 Fax 858-751-0634 DW HOW YOU DE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CITY OF EN CORNER OF FEDRIVE NORTHEAST ENCINITAS. 173.376 NA IT CON, OF ERN - 86 S BENCHMARK ENC-48° NORTHWEST RM DROP INLET ON NORTH SIDE OF SANTA INTERSTATE HIGHWAY 5 AT THE INTO SCRIPPS MEMORIAL HOSPITAL, BRASS DISC ENC-48 2004 MARM IS HORIZONTAL AS SHOWN VERTICAL AS SHOWN REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF DATE. rz/�phz - 7 7- R.C.E. NO. 59320 ENGINEER EXp. 6-30-2013 oOARNOLD J. WHITAKER REVIEWED BY- 1W. 0 MASIH MAHER, C42519 f LAWRENCE/4f WATT PUBLIC WORKS DIRECTOR T/ I DATE: !Z/x DATE EROSION CONTROL PLAN, NOTES, AND DETAILS SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE DRIVE WIDENING PROJECT 354 SANTA FE DRIVE WORK PROJECT NO. 06-066 MUP/DR/EIA/CDP 10747-1 AS BU I C13 ok" it. IG DATE: SHEET 10 OF 34 AS 6UILT 3 I X-71 co 47, Co O m D to LO U) C-4 00 on DO CO :):3 V) Cn 0 ir to st no V) (n 01 <' 17, Co 04 <'17� C-4 '0 _j _j aQ M GO cf) V) f.- 0 (n Z 04 no V) V) O Ln aQ no _j _j mm mm U) V) U) V) O to Z 04 0 L) A -S SUI LT SIGNS THIS SHEET WORK TO BE DONE STEP ° ° I 0M1 -1 W1 -7 R1 -1 °° ° 0 THE PROJECT INCLUDES PAVEMENT STRIPING, MARKING, AND SIGNING AS INDICATED ON THE PLAN. STANDARD SPECIFICATIONS SPEED SLOW 1. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 EDITION INCLUDING REVISIONS 1 AND 2, AS AMENDED FOR USE IN CALIFORNIA), LIMIT R2 -1(25) SPECIAL SIGN ROAD DOCUMENT NO. AEC 1231064, FILED JANUARY 21, 2010. 2 5 cHILUREN NARROWS W5 -1 2. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, DOCUMENT NO. AECO925062, FILED SEPTEMBER 25, 2006. NO ' PARKING R30A(MOD) R4 -7 �--i (CA) "°" �" PAAIGIG R26(CA) STANDARD DRAWINGW` 1. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS, DOCUMENT. NO. AECD925061, FILED SEPTEMBER 25, 2006. M e�� r .q -_ U � R4- I ll�,,J ! Iffil-LU JILlk ! i� ;' �f � R2 1 2510 1 Il _I� ( ) 111 (i !{ � I! i� ?i �_ � As 12" WHITE 16' 8 16 ZO -- SPECIAL SIGN T �p p RL R2 -1 25 O 895 L.F. ❑ ( ) Al THERMOPLASTIC �0�' -- p _ C - ____ DEVONSHIRE Q (�, ROAD -_ R26iCA�_- _ s - SB 220 LF. R26(CA) O R26 C,IA)�` RS OM1 0 1� ) S i ING __- - �, --� J� 15' w R2 -1(25) -° PEC4AL SI 15' °-- - - — — — — — 122- , 2 a} 12� - - __ - - -_ _ -- - --20' — — — — - _.__ F— w — 1 25 Li - _ — — — — a _ — _® _._ _.m T 9' RS .a1 ' - _ _ __. n H... e P31A(A)I)(CA) I -_ _ B S 4" WHITE, SB SB.__ - 27B 585 LF. ( SB 895 125 LF I 4 WHITE, 75 � - 3 � 85 L.F. _ TRANSITIO 1 1 �f ,t F F,- -�. _ e 1 8� f rT �— W 0 d� J Q Y Lv 0 n � a �ez MATCH D ISTING -'� O 240 LF. Q R26(CA) -- -- STRIPING AND SIGNING GENERAL NOTES (THIS SHEET ONLY) LEGEND (THIS SHEET ONLY) STRIPING < W La � 15' 1. INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE RESPONSIBILITY OF THE a J w CONTRACTOR. ,. ®- fE)(ISTING STRIPING TO BE REMOVED 17 _ _ _ — -- I 12' = 2. ALL STRIPING AND`'SIGNING SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF THE FOLLOWING ---------- d - ` i I 14' I r U w _L w MANUALS: _ EXISTING STRIPING - r T - IAL SIGN I" v 1 SB 2 LF. I CALTRANS TRAFFIC MANUAL' • CALTRANS STANDARD SPECI FICATIONS CITY OF ENCINITAS STANDARD WINGS — — r j PROPOSED STRIPING y r 1 5' TRANSITION 3. ALL SIGNING AND STRIPING IS SUBJEC 0 THE APPROVAL OF THE CITY ENGINEER PRIOR TO INSTALLATION l ® I I 27B 210 L.F. AND /OR REMOVAL EXISTING ROADSIDE SIGN 4. CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING, PAVEMENT MARKINGS AND LEGENDS BY SANDBLASTING T PROPOSED ROADSIDE SIGN AND /OR GRINDING. ANY DEBRIS SHALL BE PROMPTLY'., REMOVED BY THE CONTRACTOR. I INSTALL "MPH" PAVEMENT LEGEND AS INDICATED d4 : 5. SIGN POSTS SHALL BE INSTALLED WITH SQUARE PERFO ED STEEL TUBING WITH BREAKAWAY BASE PER CITY "25" PAVEMENT 0�O r OF OCEANSIDE STANDARD DRAWINGS._, 6. ALL RAISED MEDIAN NOSES SHALL BE PAINTED YELLOW. 25 INSTALL LEGEND AS INDICATED SB REMOVE CONFLICTING EXISTING STRIPING BY SANDBLASTING. Q! ' 7. ANY DEVIATION FROM THE STRIPING AND SIGNING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND THE CITY ENGINEER PRIOR TO ANY CHANGES BEING MADE IN THE FIELD. ' ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. RL RELOCATE EQUIPMENT - GVV O 8. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLANS SHALL BE NEW SIGNS ROVIDED AND INSTALLED BY THE CONTRACTOR, EXCEPT FOR EXISTING SIGNS SPECIFICALLY INDICATED TO BE R CATED OR TO REMAIN. RS REMOVE AND SALVAGE PAVEMENT 9. STRIPED CROSSWALKS SHALL HAVE AN INSIDE DIMENSION OF 10 FEET UNLESS INDICATE THERWISE. XX PROPOSED STRIPING PER CALTRANS O STRIPING DETAILS. SEE STANDARD PLAN A20A THRU 10. ALL LIMIT LINES /STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS (EXCEPT WITHIN BIKE LANES) SHALL BE THERMOPLASTIC. ' A20D. 11. CONTRACTOR SHALL NOTIFY CITY ENGINEER AT (760)633 -2705 A MINIMUM OF FIVE (5) WORKING DAYS-,PRIOR t` TO AND UPON COMPLETION OF STRIPING AND SIGNING. DECLARATION OF RESPONSIBLE CHARGE �A I HEREBY DECLARE THAT I THE OF WORK FOR THIS AM ENGINEER PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER QROFESS /O,y THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF 1 K£A�yc`ny� THE BUSESS AND PROFESSIONS CODE, AN S CONSISTENT WITH CURRENT STANDARDSD THAT THE DESIGN y��oo�p d W 43595 m 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND,z * Exp. Dec. 31, 2012 * SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A> s �� REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF J CIV1\- �� FOF \F� WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.. CA1 !' / ENGINEER OF WORK i ll& RKS J# P. kEJkTIVG R.C.E. 43595 DATE ANb RECREATI LIC WORKS DEPARTM LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 NORTH Underground Service m"t IEGUITO WATER DISMW INQNITAS FIRE DEOARTME San Diego, Ca 92111 w1mm m REVIEWED B . REVIEWED REVIEWED REVIEWED ($58)300-8800 (858)300 -8810 (FX) A Ceti TOLL FREB SCALE. 1'=40' 1 -800 422 -4133 LLG 3- 106400.1 STR1- 6400.DWG 11/22/11 pq �; Designed By: JSM Drawn By: DVS Checked By: JPK 40 O 40 60 SO 100 " DATE: 'SIGNATURE EXPIRES 2 YEARS AFTER DATE poop- REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 1 CONSTRUCTION CHAN6E1 I In /Ij CITY of EN IT S BENCHMARK ENC -4a NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: SIGNING AND STRIPING PLAN FOR: S I I - - CORNER OF FE DRIVE WE NORTHEASTI ENCINITAS 3 173.378 NA T E 5' TE DROP INLET ON NORTH SIDE OF SANTA INTERSTATE HIGHWAY 5 AT THE N INTO SCRIPPS MEMORIAL HOSPITAL ASS DISC ENC -48 2004 ELEVATION IS HORIZONTAL VERTICAL Z ZZ 12 DATE: R.C.E. N0. ENGINEER EXP. MASIH MAHER, C42519 { L WRE A. WATT S I / T PUBLIC WORKS DIRECTOR Q DATE: / V �� DATE: $ 2�' (2 SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE WIDENING PROJECT 354 SANTA FE DRIVE WORK PROJECT NO. 06 -066 MUP/DR/EIA CDP / 10747 -1 5 ` DA SHEET 11 OF 3R A -S SUI LT AS f&I /LT Q d 6 "HEel° ®1 1 SIGNS THIS SHEET WORK TO BE DONE BEGIN R81A(CA) THE PROJECT INCLUDES PAVEMENT STRIPING, MARKING, AND SIGNING AS INDICATED ON THE PLAN. STEP� W1 -7 R1 -1 END 881131 ❑ STANDARD SPECIFICATIONS 0 SPEED 00 00 OM1 -1 1. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 EDITION INCLUDING REVISIONS 1 AND 2, AS AMENDED FOR USE IN CALIFORNIA), LIMIT R2 -1(25) 0 ROAD DOCUMENT NO. AEC 1231064, FILED JANUARY 21, 2010. Z 5 NARROWS W5 -1 S�GW 2. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, DOCUMENT NO. AEC0925062, FILED SEPTEMBER 25, 2006. - ' SPECIAL SIGN cHILORa STANDARD DRAWINGS R4 -7 ND PANG R26(CA) 1. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS, DOCUMENT NO. AECO925061, FILED SEPTEMBER 25, 2006. , PARKING R30A(MOD) TIME (CA) 10 R8 -3a 6F f Q R4 -7 �111 �i f` IJ_ J II I! li -- li 8, 16+ �0 RL Rt -1 16 RL R2 -1 25) ' SPECIAL SIGN �� 1� 895 L.F. 12" WHITE �f RL R2 -1(25) SPEED CUSHIONS TO THERMOPLASTIC •` R R .• �� H I' `E ROAD »A» BE INSTALLED BY `� �O N�p SB 220 L.F. SOUTHLAND O� �� i� STRIPING EXISTI30 NG � Q CURBED RS OM1 -1 WW 1 W _ - R4 -7 —I 20' ', 20' © �. �"'� 20' 12' 12, - - 20' f — — — — — I — - 12'__ 0 12' 12' 12' - - -- 16, H w Q vwi _ ®.. a5 ) SPEED CUSHIO R NS?T BE INSTALL D BY; R - -- I CA) I 27B 585 L.F. _ n �1 A I .__ _ ®'- - - -- RS OM1 -1 - R3 °'g)(CA) R2 -1 25) / 278 120 L.F. -` _1 S , ! hsB SB I SB ❑ SB 895 L..F. 1 "' k " - 1A so T II I D I I R8 -3A 4 WHITE R81 B(CA) " 1 85 L.F. F7 1 I lIi C�NN� I T { RE INSTALLED 1, NO PARKING ON _..,_._. WEST SIDE I Q' T- TO BE COMPLETED BY CITY m ® W 0 t~' RED CURB TO REQUEZA SIDE I ON EAST STREET I _ I O 240 L.F. »A» Q MATCH EXISTING TO BE INSTALLED I _ LL.I Iz STRIPING AND SIGNING GENERAL NOTES THIS SHEET ONLY LEGEND (THIS SHEET ONLY) RIDING BY CITY Z w 1. INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE RESPONSIBILITY OF THE 20' _J w CONTRACTOR. EXISTING STRIPING TO BE REMOVED 17' I _ ° _ — — _ -T �2, _ 2 j 2. ALL STRIPING AND SIGNING SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF THE FOLLOWING ° I - -- - -- I 14' I 0 w ,. w MANUALS: _ EXISTING STRIPING JI !- - I R8 -3A R81A(CA) < i SP „ ,� SB 240 L.F. ' TO BE. INSTALLED i I A j I I R8 -3A CALTRANS TRAFFIC MANUAL CALTRANS STANDARD SPECIFICATIONS CITY OF ENCINITAS STANDARD DRAWINGS PROPOSED STRIPING � BY CITY I 1 v 1 130' TRANSITION I 276 210 L.F. I R81 B(CA) 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER PRIOR TO INSTALLATION • I I I TO BE INSTALLED AND /OR REMOVAL. EXISTING ROADSIDE SIGN I I BY CITY 1 1 NO PARKING ON WEST SIDE _1 € 4. CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING, PAVEMENT MARKINGS AND LEGENDS BY SANDBLASTING T PROPOSED ROADSIDE SIGN E I TO BE COMPLETED BY CITY AND /OR GRINDING. ANY DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. INSTALL "MPH" PAVEMENT LEGEND AS INDICATED � " p a/ / 5. SIGN POSTS SHALL BE INSTALLED WITH SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER CITY t1 i O " OF OCEANSIDE STANDARD DRAWINGS. 25 INSTALL "25" PAVEMENT LEGEND AS INDICATED 20' 1 20' 10' 6. ALL RAISED MEDIAN NOSES SHALL BE PAINTED YELLOW. SB REMOVE CONFLICTING EXISTING STRIPING BY SANDBLASTING. ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. APPROXIMATE R 8' 12' 12' 8' I I IN a ► ►1' ►I i 7. ANY DEVIATION FROM THE STRIPING AND SIGNING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND THE CITY ENGINEER PRIOR TO ANY CHANGES RL RELOCATE EQUIPMENT X^., \� INN I TRAVEL WAY TRAVEL WAY I PARKING BEING MADE IN THE FIELD. l\" 1 ( I I I I 5' I 8. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY RS REMOVE AND SALVAGE V I I I I I SIDEWALK THE CONTRACTOR, EXCEPT FOR EXISTING SIGNS SPECIFICALLY INDICATED TO BE RELOCATED OR TO REMAIN. % I PAVED ASPHALT PROPOSED 9. STRIPED CROSSWALKS SHALL HAVE AN INSIDE DIMENSION OF 10 FEET UNLESS INDICATED OTHERWISE. XX PROPOSED PAVEMENT STRIPING PER CALTRANS O STRIPING WIDTH CURB AND DETAILS. SEE STANDARD PLAN A20A THRU EXISTING PAVEMENT LANE LINE VARIES GUTTER 10. ALL LIMIT LINES /STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS (EXCEPT WITHIN BIKE LANES) A20D. PAVEMENT SECTION "A ®A" SHALL BE THERMOPLASTIC. ® SPEED CUSHION NOT TO SCALE 11. CONTRACTOR SHALL NOTIFY CITY ENGINEER AT (760)633 -2705 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO AND UPON COMPLETION OF STRIPING AND SIGNING. TF w,. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER QROFESS /O THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF "... �o Kf THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. y Z 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND xp. Dec.. 31, 2016 SPECIFICATIONS BY THE CITY OF ENCINITAS IS e CONFINED TO A ' LINSCOTT, LAW & GREENSPAN, ENGINEERS s REVIEW ONLY AND DOES NOT RELIEVE ME, AS THTe ENGINEER OF CIV1\- WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. LAW & 4542 Ruffner Street, Suite 100 Underground Service Alert 0�� OF CALF GREENSPAN San Diego, Ca 92111 NORTH CAL, TOIL FREE ENGINEER OF WORK (858)300 -8800 (858)300-8810 (FX) SCALE: 1"=40' U 1- 800422 -4133 * LLG 3- 106400.1 STR1- 6400.DWG 9/ffy6 •N . J N P' G R.C.E. 43595 DATE Designed By: HQL Drawn By: DVS CheckePK 40 0 40 60 80 100 o �� Yau REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. - G 110(4 14 CITY OF ENCINITAS BENCHMARK ENC -48. NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: SIGNING AND STRIPING PLAN FOR: CORN ER IVE iEA ITAT �AVD bF CONCRETE DROP INLET ON NORTH SIDE OF SANTA WEST OF INTERSTATE HIGHWAY 5 AT THE T RETURN INTO SCRIPPS MEMORIAL HOSPITAL, 2.5' BRASS DISC ENC -48 2004 ELEVATION IS 88 HORIZONTAL VERTICAL _ • (� I� DATE: R.C.E. NO. ENGINEER EXP. MASIH MAHER, C42519 FOR `BLIC 7 ORus�r" PUBLIC WORKS DIRECTOR DATE: DATE: SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE WIDENING PROJECT 354 SANTA FE DRIVE WORK PROJECT N0. 06 -066 MUP /DR/EIA /CDP q A 1 0747 —I S S J FE D - NOR I ENC 173.76 ATE: SHEET 11A of Sy AS f&I /LT Q d 6 "HEel° ®1 1 TRAFFIC CONTROL NOTES STREETS WITH ADT OF 5 000 I ND OVER (sHEETS ,2 TO 151 TRAFFIC CONTROL NOTES CONTINUED: WORK TO BE DONE (THIS SHEET ONLY) 1. VALIDATION: THE TRAFFIC CONTROL PLAN IS NOT VALID UNTIL WORK DATES AND WORK HOURS ARE APPROVED. THE CONTRACTOR 6. EXCAVATIONS: EXCEPT WHEN OTHERWISE SHOWN ON THE PLANS, ALL TRENCHES SHALL BE BACKFILLED OR TRENCH - PLATED THE PROJECT INCLUDES TRAFFIC CONTROL FOR INSTALLATION OF WIDENING IMPROVEMENTS SHALL OBTAIN A TRAFFIC CONTROL PERMIT A MINIMUM OF TWO (2) WORKING DAYS PRI R TO STARTING WORK, AND A MINIMUM AT THE END OF EACH WORK DAY. AN ASPHALT RAMP SHALL BE PLACED AROUND EACH TRENCH PLATE TO PREVENT THE UNDERGROUND UTILITIES AS INDICATED ON THE PLAN. OF FIVE (5) DAYS IF WORK WILL AFFECT A BUS STOP OR AN EXISTING TRAFFIC SIGNAL., �R IF WORK WILL REQUIRE A ROAD PLATE FROM BEING DISLODGED. CONTRACTOR SHALL MONITOR TRENCH PLATES DURING NON- WORKING HOURS TO ENSURE WORK HOURS 9:00 AM TO 3:00 PM OR ALLEY CLOSURE. THAT THEY DO NOT BECOME DISLODGED. UPON COMPLETION OF EXCAVATION BACKFILL, THE CONTRACTOR SHALL PROVIDE A STANDARD SPECIFICATIONS DURATION FOUR WEEKS 2. CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEER AT (760)633 -2704 A MINIMUM SATISFACTORY SURFACE FOR TRAFFIC. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, THE CONTRACTOR F FIVE (5) WORKING DAYS PRIOR SHALL MAINTAIN ALL TRAVEL LANES, BIKE LANES, AND PEDESTRIAN WALKWAYS IN THE RIGHT -OF -WAY EXCEPT WHEN OTHERWISE TO ANY CONSTRUCTION WORK AFFECTING TRAFFIC SIGNALS. SHOWN ON THE PLANS. ,. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 EDITION INCLUDING REVISIONS 1 AND 2, AS AMENDED FOR USE IN CALIFORNIA), 3. STANDARDS: THE TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST RECENT ADO PTE, EDITION OF EACH OF THE 7. CONVERED PEDESTRIAN WALKWAY: THE CONTRACTOR SHALL CONTACT THE CITY RESIDENT ENGINEER AT (760)839 -4664 FOR DOCUMENT NO. AEC 1231064, FILED JANUARY 21, 2010. FOLLOWING MANUALS: INSPECTION OF ANY COVERED PEDESTRIAN WALKWAY DURING CONSTRUCTION OF SUCH WALKWAY. 2. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, • CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 E )IT ON, AS AMENDED FOR USE IN 8. RESTORATION OF ROADWAY: THE CONTRACTOR SHALL REPAIR ALL EXISTING IMPROVEMENTS WITHIN THE RIGHT -OF -WAY DOCUMENT NO. AECO925062, FILED SEPTEMBER 25, 2006. CALIFORNIA), DOCUMENT NO. AEC1231064, FILED DECEMBER 31, 2006. NOT DESIGNATED FOR PERMANENT REMOVAL (TRAFFIC SIGNS, STRIPING, PAVEMENT MARKERS, PAVEMENT MARKINGS, LEGENDS, STANDARD DRAWINGS 4. NOTIFICATIONS: THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AND TENANTS A MI I UM OF FIVE (5) WORKING DAYS CURB MARKINGS, LOOP DETECTORS, TRAFFIC SIGNAL EQUIPMENT, ETC.) WHICH ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS. REPAIRS AND REPLACEMENTS SHALL BE AT LEAST EQUAL TO EXISTING IMPROVEMENT. PRIOR TO CLOSURE OF DRIVEWAYS. THE CONTRACTOR SHALL POST SIGNS NOTIFYING E (PUBLIC A MINIMUM OF FIVE (5) 1. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS, WORKING DAYS PRIOR TO CLOSURE OF STREETS. 9. CHANGE IN WORK: THE CITY ENGINEER RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN OPERATION DOCUMENT NO. AECO925061, FILED SEPTEMBER 25, 2006. AND TO MAKE ANY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES SHALL BE DOCUMENTED AND SUPERSEDE THESE 5. POSTING PARKING RESTRICTIONS: THE CONTRACTOR SHALL POST TOW- AWAY /NO PARKIN IGNS SEVENTY -TWO (72) HOURS PLANS. CONSTRUCTION NOTES (THIS SHEET ONLY) IN ADVANCE OF PARKING REMOVAL. SIGNS SHALL INDICATE SPECIFIC DAYS, DATES AND TIMES OF RESTRICTIONS. PARKING METERS SHALL BE BAGGED WHERE APPLICABLE. TRAFFIC CONTROL NOTES CONTINUED: �1 DELINEATORS SHALL BE PLACED AT 10' INTERVALS. DEVONSHIRE DRIVE -`°ter -- -- -- -- -- -- -- �� -- -- -- -- -- -- R2- 1( f5) w tz N - SPECIAL °'CND G2 - Z Llj Lli _j Ljj " R2 -1(25) _- 12(CA) LL -�- _ SP IAL SIGN o -- I 1 I F I 150 1— w Q to g TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) 1 ` j 1 wro -s KEEP DRIVEWAY �► R4 -7a ROAD CLOSED NARROW C12(CA) RIGHT WORK w2o -1 USE SANTA FE RD SC7(M0D1)(C.A) LANE �� FOR ACCESS — R1- w -Q 0- � �_ END G20 -2 W1 -4(LT) DRIVEWAY CLOSEO SC7(MOD2)CCA) ROAD WORK Ab w11 -1 USE SCRIPPS DRIVEWAY :r W FOR ACCESS ry > 1 R9 -3a 1 U ry - ROAD Rt I - 2 SHARE CLOSED R11 -2 THE W16 -1 ROAD SNS _. -L IL 4_TE41PORAW NO PARKING W20 -1- �-- -° WORK ZONE Q R11_2 — m lil x MIN. _ _ _41' MMF. F — � _ — 1 _ � 11'..inflN. E— Z 11 a 6 -3 W11 -1 I 1 ' MIN. --� '" s —► �1 1 11' MIN. —► �1 i2 11 MIN. —► °- J w )( — — R SNS 15 , 1U— ' )- __ ) -- A l R ®15 __ - -- __- � i1SCT o 1)'C __ - -- -° w a _ -_— - DEV0NSHI RIVE _- --- I = o �w w -- I rn i� —' MPO . NO PAR ING N 12( —I� F-1 x1 - — __�� o \ S NS J t R1 -1 � —► ; 150 G 0 2 IBC, R1 -,F STRATFORD� ; - I 1- DR �� w2o -1 R1 -1 S m � 15 J Q TEMPORARY NO PARKING I LLJ 0 I I � � ' LEGEND (sHEETS 12 TO 9105 1 DECLARATION OF RESPONSIBLE CHARGE I: WORK ZONE ` J I '(OA> — 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS r -® L T) w�.j_1 ITEM SYMBOL PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF _ -�� -- Rg -' m THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN = EXISTING STRIPING ... ............................... ............ Lv ; — — IS CONSISTENT WITH CURRENT STANDARDS. QROFESSioN4 Z PROPOSED ROADSIDE SIGN ............................ . .................1r �o p. K£ � I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND <� �* NORTH — � <— _9-1- MIN: -_ J 0: ,r SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A ti w �� Q. 11 MIN. 1 TYPE II BARRICADE .................................. ............... . I--1 REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF W 43595 m WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. Exp. Dec. 31, 2012 z * * , _ D -- - ,- - __�� __ U " __- SCALE: 1"=40' TYPE II BARRICADE WITH SIGN .............. ............................... w �T9 �,�,, �,� 'F Q w D 0 N S Hi R DRIVE PORTABLE DELINEA TOR .... ............................... ENGINEER OF WORK OF °AVE °� N 2 LW DIRECTION OF TRAVEL <— 40 0 40 60 80 100 /r __ I `f 20-1 ... ............................... /I�TZ� TE PO NO PARKIN 50' T WORK ZONE ------------------------------------------------------------- ® PARTME ARKS J N P. TI R.C.E. 43595 DATE LINSCOTT, LAW & GREENSPAN, ENGINEERS Q AND RECREATIO LIC WORKS DEPARTME 4542 Ruffner Street, Suite 100 0 San Diego, Ca 92111 (� Underground Service Alert DIEGUITO WATER DIS INITAS FIRE D ,� it CaMommm TOIL FR cA�. Tort r+x>� REVIEWE3111, ,... REVIEWED REME 001mm REM E (858)300 -8800 (858)300 -8810 (FX) TRAFFIC CONTROL DESIGN SPEED 1- 800422- 4133 +5� r� � �� LLG 3- 106400.1 TC1- 6400.DWG 11/22/11 m DOD DmEmmm � TE: Designed By: JSM Drawn By: DVS Checked By: JPK DEVONSHIRE ROAD = 25 MPH T -1 IS I ATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. CONSTRUCTION CHANGE 1 CITY OF E CORNER FE DRIVE NORTHERS GN CONCRETE RETURN AS BENCHMARK ENC -48. NORTHWEST ROP INLET ON NORTH SIDE of SANTA OF INTERSTATE HIGHWAY 5 AT THE INTO SCRIPPS MEMORIAL HOSPITAL, HORIZONTAL VERTICAL REVIEWED BY. 'L ZZ IY PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. N0. REVIEWED BY: l/l /V1 .� MASIH MAHER, C42519 L WRE A. WATT H Traffic Control Plans for. SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE WIDENING PROJECT 10747 -1 S ! I ' ENCINITAS. 171376 N 2.5 VD'88 BRASS DISC ENC -48 2004 ELEVATION IS ENGINEER PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE A-E. EXP. DATE: S1 ($/1Z DATE: K' Z � �% i WORK PROJECT NO. 06 -066 MUP /DR/EIA /CDP STAGE 1 � ) SHEET 12 0 34 ,45 QUILTS 1 TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) WIDENING IMPROVEMENTS END G20 -2 ROAD WORK HOURS 9:00 AM TO 3:00 PM ROAD WORK NARROW C12(CA) WORK W20 -1 DURATION SEVEN WEEKS LANE WG-3 STOP R1 -1 ��^D WORK TO BE DONE (THIS SHEET ONLY) KEEP ROAD ONSTRUCTIIONI OF S DEWALK, CURB AND GUTTER, AND W1 -4(LT) R4 -7a <8> CLOSED W20 -3 EXTENSION OF UNDERGROUND UTILITIES AS INDICATED ON RIGHT THE PLAN. AHEAD R3 -1 � CONSTRUCTION NOTES (THIS � DELINEATORS SHALL BE PLACED AT SHEET ONLY) 10' INTERVALS. SIDEWALK CLOSED I R9- 11(LT) AHDD �� CROSS HERE R3 -2 W11 -1 Q O R9 -3a ® S7 THE W16 -1 a N ROAD �w w -- l-= Z� W20 -1 - - -- 11' MIN. R4 -7a _ MIN. _._ ❑1 _ �— _ _ 91 _ 9 _ _ e 1 ___ t— -� —� 9, —I w 9 3 0 -2 o N *TRANSITION CALCULATION o —°°��° 11' ^� _ _ - - W6 -3 � 1AL SIGN �__ R2 -1(25) -- -- -- --a - -- -- U w N 1 I - C12(CA) (W)(S)2 (4)(25) 2 L- _ = 42' 60 60 b N 9 L/2 = 21'. USE 50' ` 1 x (v (/ � Q 1 A R4 7a ' dP s ��. 1 Lij "� z En C-4 r >E P % �0 � V/� 16 Rtl6 m ti �- f -- R1 -1 R 4 7a Q ° AAJLLW \. LIM _ R4 -7a ,A W11_1� -- I _.____�.___ _ DEVONSHIRE DRIVE ! W16 -1 a -- -- -° -- °-- .°.°° ----- I--- -- R9 1(LT) W(o- Q �; _ _ _.T. 1 SNS LLI � R3- t-- 16 Z Wb- 10 f _ - ___ _ s _� _ .m — J w .. 10 __._ I __ _ ,�, —! 21 2 a- IU— w SNS R1 -1 R30A(MOD) _ R2 -1 25) Q U) (CA) 2 I G20 -2 --- . . F71 71 CIZ(CA) �` 1 �xo I I wo 'G 10_2 I R1 -1 W2o -1 r -- - -�, � w 0 -1 SNS R1 -1 -- — DECLARATION OF RESPONSIBLE CHARGE R1 -1F CT RATFORD I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS DR PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER R1 -1 THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN ROFESS /0 1Fy IS CONSISTENT WITH CURRENT STANDARDS. e *, P K£��y I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND h��`o�`' Fyn NORTH SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF w 43595 m WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. * Exp. Dec. 31, 2012 * SCALE: 1 " =40' TRAFFIC CONTROL DESIGN SPEED ENGINEER OF WORK FIVA� e of cn�� 40 0 40 60 80 100 DEVONSHIRE ROAD = 25 MPH 1�zabr REQUEZA STREET = 25 MPH J N P.'KEtKnKb R.C.E. 43595 DATE LINSCOTT, LAW & GREENSPAN, ENGINEERS EPAR RKS AND RECREATI IC WORKS DEPAR 4542 Ruffner Street, Suite 100 Underground Service Vert DIEGLIITO WATER Ek T ITAS FIR San Diego, Ca 92111 o �How ym m REVIEWED • REVIEWED B REVIEWED REVIEWED '++ . (858)300 -8800 (858)300 -8810 (FX) CALL roc►, „ 1- 800 422 -4-411 33 , ;.,� LLG 3- 106400.1 TC2- 6400.DWG 11/22/11 }A° 0°s Y40 oC DA DA Designed By: JSM Drbwn By: DVS Checked By: JPK T -2 DA ATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED I DATE REFERENCES DATE BENCHMARR SCALE FLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. CON377WH:TION LiIANiE I /I/1• AA ` 4 CITY OF CI ITAS BENCHMARK ENC -48. NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: Traffic Control Plans for. CORNER FE DRIVE NORTHER 173.NIT 173.376 WE iT 2�5' AVVDD CRETE IN DROP INLET ON NORTH SIDE OF SANTA T OF INTERSTATE HIGHWAY 5 AT THE ETURN INTO SCRIPPS MEMORIAL HOSPITAL, BRASS DISC ENC -48 2004 ELEVATION IS 88 HORIZONTAL VERTICAL 2 2L It— DATE: R.C.E. NO. ENGINEER EXP. I , MASIH MAHER, C42519 DATE: SI I S/ I Z LAWREN WATT PUBLIC CS DIRECTOR DATE: 5•1I 1 /2 SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE WIDENING PROJECT 354 SANTA FE DRIVE WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP STAGE 2 10747 -1 rj ' .'g,( N% DATE: SHEET 13 OF 34 AS SUaT 1 A S 8U11-7— 1 WORK TO BE DONE (THIS SHEET ONLY) WIDENING IMPROVEMENTS THE PROJECT INCLUDES TRAFFIC CONTROL FOR CONSTRUCTION ASSOCIATED WITH THE WIDENING OF WORK HOURS 9:00 AM TO 3:00 PM DEVONSHIRE DRIVE. DURATION ONE WEEK CONSTRUCTION NOTES (THIS SHEET ONLY) Q [D DELINEATORS SHALL BE PLACED AT 10' INTERVALS. N W W W C1 ry w V /J� Wt: �1 Cl0(CA) - LLI J J Ir W20 `£ ° R6 -1(RT) R6 -1(RT) R6 -1(RT) R6 -1(RT R6 -1(RT) 12 MIN. —► R6-1 ?!T R6 -1( 12' MIN. —► 3 GiC 2 �� — __- -�— �• _� —° —° 12, MIN SPE IAL S® IGN I' -® R2 -1(25) -- °— --- °--- e-- - °— -- — _ 0 - IV- w i 1 --1 - - 12(CA) TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) / 1 �I a LANE STOP R1 -1 CLOSED c3o(CA) W3 -1 '� • R1- ,° to O In w ® R6 -1(RT) CL F q c12(cA) v c END ROAD WORK G20 -2 ROAD ROAD W20 -2 R11 -2 DEVONSHIRE DRIVE T 4M4- 10(LT) 4W20 -3 4W20 -2 4W20 -1 CLOSED WORK W20 -1 �- �M4 -10 RT M4- 10(RT) F ® M4- 1O(LT) SNS -m-W20-3 MDD *DETOUR SC3(CA) �W20 -2 ® M4- 1O(RT) M4 -8a M4- 1O(RT) STRATFORD DRIVE M4- 1O(RT) in-W20-1 M4- 1O(RT) T 4SC3(CA) -■" END DO R5 -1 DETOUR M4 -8a ENTER DETOUR W20 -2 AHEAD G20- w 0 -1 ® R3 -1 WAYG R5 -1a V) >- ROAD R3 -2 wl -� CLOSED W20 -3 V) < n W DETOUR PLAN �� Of i NOT TO SCALE �U) W -1 _ R3 -1 150' C 3 -1 i DRIVE a-- -- -- u: 3 _ .�, _ _DEVONSHIRE - ®- - z - - J� W1-7 MIN. 5_1a (i5 -1a =0 1 12' a. R6 -1 R30A(MOp }( -- 2-t 25 }y; _ - -- - -- - } Cn 9T R3 2 Q M i rr-- -- I i O DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER GI0 2 THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN ROFESS /O W 0 -1 IS CONSISTENT WITH CURRENT STANDARDS. oe Nq< I 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ��e� o�� F Xfgry Fig NORTH Q SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A �' z 43595 REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF w m 0 WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. * EXP• Dec. 31, 2012 * SCALE: i"=40' �r9TFOFICAL�FO��\� Lu O ENGINEER OF WORK 40 0 40 60 80 100 TRAFFIC CONTROL DESIGN SPEED trl22(# DEVONSHIRE ROAD = 25 MPH t± P' R.C.E. 43595 DATE LINSCOTT, LAW & GREENSPAN, ENGINEERS RTM ARKS AND RECREATI LIC WORKS DEPAR 4542 Ruffner Street, Suite 100 Underground Service Alert IEGUITO WATER DIS INITAS FIRE DE San Diego, Ca 92111 =am== REVIEWED REVIE REVIE REVIE (858)300 -8800 (858)300 -8810 (FX) CAM Toni. FRU 1 -800 422 -4133 \ LLG 3- 106400.1 TC3- 6400.DWG 11/22/11 07— 1i0 i wm am You me E, ATE. DATE: Designed By: JSM Drawn By: DVS Checked By: JPK T -3 RE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE 3E!NCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. 1 GONSTRYCTION CHANGE I 11,A.AA 14 I CITY OF ENgNIT CORNER OF CON FE DRIVE WEST NORTHEAST RE ENCINITAS. 2.5' S E INTERSTATE RN RA�S I �NCHMARK ENC -48. NORTHWEST DROP INLET ON NORTH SIDE OF SANTA HIGHWAY 5 AT THE iINTO SCRIPPS MEMORIAL HOSPITAL, DISC ENC -48 2004 ELEVATION IS HORIZONTAL VERTICAL REVIEWED 6Y: Z LL IL PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO. REVIEWED BY: /� ,/ ✓ 4" `�/�`,� Q*l MASIH MAHER, C42519 LAWRE A. WATT Traffic Control Plans for. SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE WIDENING PROJECT 10747 -I AS BU I S LT v • « 173.376 NAw ENGINEER EXP. PUBLIC WORKS DIRECTOR DATE:_��IS /IZ DATE: 5•'L/• IZ_ 354 SANTA FE DRIVE WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP (STAGE 3) DAB SHEET 14 OF 34 A S 8U11-7— 1 fir S BUILT �1 t WORK TO BE s DONE(THIS SHEET ONLY) WIDENING IMPROVEMENTS THE PROJECT INCLUDES TRAFFIC CONTROL FOR CONSTRUCTION ASSOCIATED WITH THE PAVING WORK HOURS 9:00 AM To 3:00 PM DEVONSHIRE DRIVE. DURATION ONE DAY Q N W w W Ld � / / }` \ DEVOhI Of cn -- - -- -- -- -- -- -- R6 -1SRT) - _ . J _ 150' T - 3 BCR J ° \ -^ At L'l ❑. 3 I 4 3 _ .( _.. W LLI Q vt ° \ 55' i 6- 1(Rrt >�� Q > TEMPORARY CONSTRUCTION SIGNS (THIS SHEET ONLY) R1 € �j f `' 4 *TRANSITION _. o � M4 -8a R5 -1a ❑ h 1[�, -}'f CALCULATION i Q DETOUR] WAY NARROW C12(CA) (W)(s)2 __ (15)(25)2 w L- 60 60 - 156 v cn ¢ rn Cm R6 -1(RT) LANE STOP R1 -1 SNS USE 175' DEVONSHIRE DRIVE 4M4- 10(LT) M4- 10(RT)F ROAD CLOSED R11 -2 STOP C28A(CA) R3 -1 M4 -8a W20 -2 �Q C28B(CA) *DETOUR SC3(CA) M4- 10(RT) M4- 1ot3T) STRATFORD DRIVE T 4SC3(CA) M4- 10(RT) T R3 -2 O 1 t w20-1 END G2o -2 ROAD c20-2 �, W200- 1 =.j TO BCR Q ROAD WORK KEEP R4 -7a WORK w2o -1 DETOUR M4- 1O(LT) RIGHT AHEAD U) ^ / � J W � DETOUR M4- 1O(RT) DO NOT o R5 -1 E_ DETOUR PLANE] ENTER DETOUR w2o -2 � °1 NOT TO SCALE AHEAD j � W20 I CONSTRUCTION NOTES (THIS SHEET ONLY) _ r I� , 150 [j]DELINEATORS SHALL BE PLACED AT 25' INTERVALS. R1 -1 R3- \ (� I I I I I 1 I I �2 DELINEATORS SHALL BE PLACED AT 10' INTERVALS. Q _ � - `} �� - -- -T - -B �r TIFY RESIDENTS 48 IN ❑ADV o NRCETOF TEMPORARY CLOSURE OF DRIVEWAYS Z 2 18' —> 1 2 R1 -1 �._R r R5 -1a ANY INDIVIDUAL DRIVEWAY MAY BE CLOSED NO MORE THAN ONE (1) WORKING DAY BETWEEN 9:00 AM - 3:00 PM. - -]�_ w - R4-7a 4 -7e -- — — — — - — — — — -- ACCESS SHALL BE ALLOWED IMMEDIATELY BEFORE 9:00 AM J - W = CL W - - — ___ �3 r SNS Q R3DA(M R ®� -- - __ __ _ - �- - - - - - -, - -- -- - -_- — - V .� R2-1(25 > DEVON � -i�rR DRIVE. -. AND IMMEDIATELY AFTER 3:00 PM. ® CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAY THROUGHOUT THIS STAGE OF CONSTRUCTION. ❑5 HARD � �I� -_ - -� I -� ORANGE VEST, AND C28A(CA)/ 28B(CA) PADDLE.� IM4 10(RT) r-- -_ -' -I I r © SEE DETOUR PLAN THIS SHEET. I I P I IL X .a O DECLARATION OF RESPONSIBLE CHARGE i HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS -- PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER Gl0 2 THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN I S / pFES S /0 t s IS CONSISTENT WITH CURRENT STANDARDS. �oeRP ATy �y� �r I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND h�� oz� NORTH Q SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A y z m REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES w 43595 m Dec. 31, 2ot2\* Q FOR PROJECT DESIGN. �>Exp. SCALE: 1"=40' 9T �� LLB 0 ENGINEER OF WORK F CA��Fo OF A, � � 40 0 40 so 80 100 TRAFFIC CONTROL DESIGN SPEED e z DEVONSHIRE ROAD = 25 MPH J P. PI R.C.E. 43595 DATE LINSCOTT LINSCOTT, LAW & GREENSPAN, ENGINEERS EPARTM ARKS AN RECREATIO LIC WORKS DEPARTM 4542 Ruffner Street, Suite 100 Underground Service Alert DIEGUITO WATER DIS INITAS FIR San Diego, Ca 92111 a �rocpc CALL TOLL FREE REVIEWED B REVIEWED B REVIEWED B REVIEWED B ($5$)300-8800 (858)300 -8810 (FX) 1 1 -800 422 -4133 LLG 3- 106400.1 TC4- 6400.DWG 12/18/12 DA DA DA D Designed By: JSM Drawn By: DVS Checked By: JPK NEW SHEET aro wo�c wxs �v� rov we GNATURE EXPIRES 2 YEARS AFTER DATE T -4 REVISIONS APPROVED DATE REFERENCES DATE I BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CONSTRUCTION CHANGE 1 CITY OF CORNER FE DRIVE NORTHEAST ENCINITAS. 173.376 EN OF NA NITAS BENCHMARK ENC -48. NORTHWEST E DROP INLET ON NORTH SIDE OF SANTA T T OF OF INTERSTATE HIGHWAY 5 AT THE ?ETURN INTO SCRIPPS MEMORIAL HOSPITAL, .5' BRASS DISC ENC -48 2004 ELEVATION IS 88 HORIZONTAL VERTICAL REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO. ENGINEER EXP. REVIEWED BY: MASIH MAHER, C42519 DATE: �� LAWRENCE A. WATT �Or PUBLIC WORKS DIRECTOR DATE: 1114 13 / Traffic Control Plans for: SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE WIDENING PROJECT 354 SANTA FE DRIVE WORK PROJECT NO. 06 -066 MUP DR EIA /CDP STAGE 4 / / ( ) 10747 -1 AS 'L • � DATE: SHEET 15 OF 34 fir S BUILT �1 t 4 z v T O Q (V (2) - #5 a � EXTEND HOOK TO BACK FACE OR WALL, TYP. MIN. I -0 d a 4 2„ 2" FORM OR 5AWGUT 51M. 50016 OF TOTAL HORIZ. TO CONTROL JT. AND +3/16" WALL REINF. LOCATED AT FILL WITH FLEXIBLE CENTER. OF WALL x 4' -0" SEALANT LG., TYP. (CNTRDJ 1 1/2 "x3 1/2" CONT. KEY a d a ° H NOTES TYP. CONTSTRUCTION JOINT 0) 1. MAX. CONTROL JOINT 5PAGING 15 30', U.O.N. 2. HORIZONTAL REINF. AT TOP AND BOTT. OF WALL SHALL U BE CONT. THROUGH JOINT. DO NOT CUT CHORD BARS. F 3. COORDINATE WATER PROOFING REQUIREMENTS I^V ARCH. TYP. WALL CONTROL /CONST. JOINT IF PIPE 15 MORE THAN 2' -6" BELOW BOTTOM OF FOOTING. STEP FOOTING 4 PA55 PIPE THRU FOUNDATION WALL NO PIPE THRU FTC. 4 4 a. 4 ° - - - -- - d d - -- a a a' a z a d a 4 a a a 4 4 rtl O 1 m� SLEEVE W/ I.D. 1" GREATER THAN THE O.D. OF PIPE MIN. (TYP.) GONG. FILL TO BE IN PLACE BEFORE FOOTING 15 POURED. (SAME WIDTH AS FOOTING) PIPE PERPENDICULAR TYP. PIPE ADJACENT TO FOOTING FIRST POUR i SECOND POUR SHEAR KEY 1 1/2" x 5 1/2" 0 0 0 4db 1/2° P 41 �e ',OOK 90* HOOK OFFSET NOTES: 1. FOR #8 4 SMALLER 5TD. HOOK, 'D' SHALL BE & x db 2. FOR #9 4 LARGER STD. HOOK, 'D' SHALL BE 8 x db STANDARD HOOKS AND BENDS q6 T in 1 db „MIN. . HOOK 90° HOOK 135° HOOK SEISMIC HOOKS I. AL REINF. BAR BENDS AND HOOKS CONIC. rc4000 lu IR BAR SIZE AT CORNER AT INTERSECTION v NOTE: 7. 1. WHERE SINGLE LAYER OF REINF. OCCURS, OTHER BEND REINF. AS SHOWN FOR OUT5IDE BARS. OTHER 2. DETAIL APPLIES TO FOOTINGS, BEAMS 3 AND CONCRETE WALL5 20 3. d = BAR DIAMETER 15 TYP. REINF. AT INTERSECTION 4 2200-01 UC 25 5AWGUT JT. WITHIN 8 19 9 5 40,.." HR5. OF POUR 51 24 12 6 J 58 37 2R 14 iv 70 55 H 42 17 8 81 62 62 48 19 9 91 70 • •a • n 2„ 2" FORM OR 5AWGUT 51M. 50016 OF TOTAL HORIZ. TO CONTROL JT. AND +3/16" WALL REINF. LOCATED AT FILL WITH FLEXIBLE CENTER. OF WALL x 4' -0" SEALANT LG., TYP. (CNTRDJ 1 1/2 "x3 1/2" CONT. KEY a d a ° H NOTES TYP. CONTSTRUCTION JOINT 0) 1. MAX. CONTROL JOINT 5PAGING 15 30', U.O.N. 2. HORIZONTAL REINF. AT TOP AND BOTT. OF WALL SHALL U BE CONT. THROUGH JOINT. DO NOT CUT CHORD BARS. F 3. COORDINATE WATER PROOFING REQUIREMENTS I^V ARCH. TYP. WALL CONTROL /CONST. JOINT IF PIPE 15 MORE THAN 2' -6" BELOW BOTTOM OF FOOTING. STEP FOOTING 4 PA55 PIPE THRU FOUNDATION WALL NO PIPE THRU FTC. 4 4 a. 4 ° - - - -- - d d - -- a a a' a z a d a 4 a a a 4 4 rtl O 1 m� SLEEVE W/ I.D. 1" GREATER THAN THE O.D. OF PIPE MIN. (TYP.) GONG. FILL TO BE IN PLACE BEFORE FOOTING 15 POURED. (SAME WIDTH AS FOOTING) PIPE PERPENDICULAR TYP. PIPE ADJACENT TO FOOTING FIRST POUR i SECOND POUR SHEAR KEY 1 1/2" x 5 1/2" 0 0 0 4db 1/2° P 41 �e ',OOK 90* HOOK OFFSET NOTES: 1. FOR #8 4 SMALLER 5TD. HOOK, 'D' SHALL BE & x db 2. FOR #9 4 LARGER STD. HOOK, 'D' SHALL BE 8 x db STANDARD HOOKS AND BENDS q6 T in 1 db „MIN. . HOOK 90° HOOK 135° HOOK SEISMIC HOOKS I. AL REINF. BAR BENDS AND HOOKS CONIC. rc4000 PSI BAR SIZE SPLICE v DEVELOPMENT 7. TOP OTHER TOP OTHER HOOOD 3 25 20 19 15 7 4 55 25 25 19 9 5 40,.." 51 51 24 12 6 445 58 37 2R 14 7 70 55 54 42 17 8 81 62 62 48 19 9 91 70 70 54 21 10 105 7R -M 61 24 11 115 87 87 67 TI 1. HEDULE VALUES FOR DEVELOPMENT ARE BA5ED ON AGI 318, SECTION 12.2.2 AND 12.5 FOR GRADE 60 BARS. 2. 5 HEDULE VALUES FOR SPLICES ARE BASED ON AGI 318, SECTION 12.15 FOR CLASS B 5PLICES 3. EAR SPACING BETWEEN BARS BEING SPLICED OR VELOPED SHALL BE 2 BAR DIAMETERS (MIN.) 4. NGRETE CLEAR COVER OVER BARS BEING DEVELOPED 5 ALL BE 1 BAR DIAMETER (MIN.) 5. DEVELOPMENT AND SPLICE LENGTHS ARE 6IVEN IN INCHES. 6. T , P BARS ARE 5TRAIGHT40RIZONTAL BARS LOCATED SUCH THAT M' E THAN 12 INCHES OFRE5HI CONCRETE 15 PLACED BELOW. 7. OTHER BARS ARE STRAIGHT HORIZONTAL BARS LOCATED SUCH THAT 12 INCHES OR LE55 OF FRESH CONCRETE 15 PLACED B LOW OR STRAIGHT VERTICAL BARS. 8. HOOKED BARS ARE VERTICAL OR HORIZONTAL BARS TffZM1NATINr7 WITH STANDARD HOOKS THAT COMPLY WITH DETAIL R B R SPLICE AND DEVELOPMENT INN RMAL WEIGHT CONCRETE U.O.N. 0 T -6" MIN. FDN. WALL COMPACTED TRENCH a' 4FTG. BACK FILL � III - III -III III III= III I a a PIPE d - d NO EXCAVATION BELOW THI5 LINE. STEP FOOTING DOWN IF REOV. PIPE PARALEL REINF. SHALL MATCH TYP FTC. LONGITUDINAL FTC. BARS IN 51ZE d 4 SPACING �I 5TD. a d +1 HOOK I - I d - O (V � 3" GLR. TYP. d = BAR DIAMETER 2 x H" t = FOOTING THICKNE55 (MIN.) ltmlw'AIPAPP� Q a -4 Q D� a Lu Q LAP SPLICE LENGTH PER e NOTE: 1. CONTRACTORS OPTION TO USE MECHANICAL BAR SPLICER IN LIEU OF LAP 5PLIGE. MECHANICAL SPLICE SHALL DEVELOP 125% OF THE SPECIFIED REBAR YIELD STRENGTH. TYP. FOOTING CONSTRUCTION JOINT O8 Underground Service Alert IEGUITO WATER DIS NITAS FIRE saw • REVIEWED REVIE CALL TOLL FREE ta, 1 -800 422 -4133 GN0 RE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE DRIVE a PLAN 4 T o Q. STEPPED FOOTING D PIARTMa** RKS AND RECREATIL00 I BENCHMARK I SCALE TAS BENCHMARK ENC -48 NORTHWEST N ETE DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL OF INTERSTATE HIGHWAY 5 AT THE MR INTO SCRIPPS MEMORIAL HOSPITAL ASS DISC ENC -48 2004 ELEVATION IS VERTICAL 88 9. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO 3. CONCRETE MASONRY CONSTRUCTION SHALL HAVE A MINIMUM 28 DAY HAVE SPECIAL INSPECTIONS, MATERIAL TESTING AND STRUCTURAL COMPRESSIVE 5TREN6TH OF f'm =1,500 psi, U.O.N. OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD, OR 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM G 90, MEDIUM EN6INEER OF RECORD AND SUBMITTED TO THE BUILDING OFFICIAL. WEIGHT, SINGLE OPEN -END UNITS, U.O.N. C. CONTINUOUS AND PERIODIC INSPECTIONS: 5. MORTAR SHALL CONFORM TO ASTM G 270, TYPE "5 ". 1. WHERE CONTINUOUS SPECIAL INSPECTION IS REQUIRED, THE SPECIAL 6. GROUT SHALL CONFORM TO A57M G 416. GROUT MIX DESIGNS INSPECTOR SHALL CONTINUOUSLY PROVIDE FULL -TIME VERIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. OF THE WORK. 1. STRENGTH VERIFICATION OF MASONRY SHALL BE BY THE UNIT 2. WHERE PERIODIC SPECIAL INSPECTION 15 REQUIRED, THE 5PEGIAL STRENGTH METHOD IN ACCORDANCE WITH SECTION 2105.2.2.1.2 OF INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING THE WORK THE BUILDING CODE. WHERE THE UNIT STRENGTH METHOD 15 USED WHERE PERIODIC INSPECTION IS INDICATED. AS A MINIMUM, PERIODIC MASONRY COMPONENTS SHALL HAVE THE FOLL01,4146 STRENGTHS: SPECIAL INSPECTION SHALL OCCUR DAILY. MINIMUM COMPRESSIVE 5TREN&TH Pm = 1.500 051 MASONRY UNITS 1,900 psi D. OFF -SITE FABRICATION: GROUT 2,000 psi 1. SPECIAL INSPECTION IS REQUIRED FOR THE OFF -SITE FABRICATION 8. VERTICAL BARS IN WALL5 SHALL BE PLACED IN THE CENTER OF THE OF STRUCTURAL LOAD- BEARING MEMBERS, REINFORCING AND WALL UNLESS OTHERWISE INDICATED. VERTICAL BARS SHALL BE TIED ASSEMBLIES, UNLESS THE FABRICATION 15 PERFORMED BY AN OR OTHERWISE FIXED IN POSITION AT THE TOP AND BOTTOM AND AT APPROVED FABRICATOR. INTERVALS OF NOT MORE THAN 200 BAR DIAMETERS. 2. AN APPLICATION FOR OFF -SITE FABRICATION MUST BE SUBMITTED TO 1. HORIZONTAL BARS SHALL BE PLACED IN BOND BEAM UNITS. THE BUILDING OFFICIAL FOR APPROVAL PRIOR TO COMMENGIN6 ANY FABRICATION WORK REQUIRING SPECIAL INSPECTION. 10. CONDUITS OR PIPES SHALL NOT OCCUR IN SAME CELL AS REINFORGIN6 BARS. _ 3. A CERTIFICATE OF GOMPLIANGE FOR OFF -SITE FABRICATION MUST BE COMPLETED BY THE SPECIAL INSPECTOR AND SUBMITTED TO THE 11. MASONRY UNITS SHALL BE PLACED IN A RUNNING BOND PATTERN, BUILDING OFFICIAL PRIOR TO ERECTION OF PREFABRICATED U.O.N. COMPONENTS. 12. MASONRY CELLS SHALL BE SOLID GROUTED, U.O.N. 4. SPECIAL INSPECTION SHALL INCLUDE VERIFICATION THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY 13. A GROUT POUR SHALL BE THE TOTAL HEIGHT OF MASONRY THAT 15 CONTROL PROCEDURES THAT PROVIDE A BASIS FOR IN51-ECTION GROUTED PRIOR TO THE ERECTION OF ADDITIONAL MASONRY, A O CONTROL OF WORKMANSHIP AND THE FABRICATOR'S ABILITY TO GROUT POUR SHALL NOT EXCEED THE HEIGHT LIMITS 6IVEN IN AGI 1 CONFORM TO THE APPROVED CONSTRUCTION DOCUMENTS AND 530.1, TABLE 7 AND MAY CONSIST OF ONE OR MORE GROUT LIFTS. REFERENCED STANDARDS. 14. A GROUT LIFT SHALL BE THE HEIGHT OF GROUT THAT IS PLACED IN A 5. SPECIAL INSPECTION SHALL INCLUDE REVIEW OF THE PROCEDURES 51NCLE, CONTINUOUS OPERATION BEFORE CONSOLIDATION OF GROUT. FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE GROUT LIFTS SHALL NOT EXCEED B -O" IN HEIGHT, UNLESS THE REQUIREMENTS OF THE BUILDING CODE. FOLLOWING CONDITIONS ARE MET: A. MASONRY 15 ALLOWED TO CURE FOR A MINIMUM OF 4 HOU95 STATEMENT OF PRIOR TO GROUTING B. GROUT SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES AS SPECIAL INSPECTIONS VERIFIED TEETIN6 G. LIMITED LIFTS ARE LIMITED TO A H£16HT BETWEEN HORIZONTAL BOND BEAMS, OR A MAXIMUM OF 12-8 ". No. DESCRIPTION OF TYPE OF INSPECTION GONiINUOUS PERIODIC DESIGN 15. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION. REQUIRED, REFERENCE DETAL STRENGTH WHERE LIFTS EXCEED 12 INCHES, GROUT SHALL BE RE- CONSOLIDATED BY MECHANICAL VIBRATION AFTER INITIAL WATER SOIL SOIL MATERIAL BELOW FOUNDATIONS LOSS AND SETTLEMENT. FOR ADEOUACY To ACHIEVE x DESIGN BEE ARININ G CAPACITY 1b. INSPECTION AND GLEAN OUT HOLES SHALL BE PROVIDED AT THE EXCAVATIONS EXTEND TO PROPER BASE OF 6RGJTED CELLS WHERE A GROUT POUR EXCEEDS 5-0" IN DEPTH AND BEARING STRATA X HEIGHT. HOLE SPACING SHALL NOT EXCEED 32 INCHES ON CENTER. GLA551FIGATION AND TESTING OF CONTROLLED FILL MATERIAL X 17. WHEN GROUTING 15 STOPPED FOR ONE HOUR OR LONGER, SUB6RADE AND SITE PREPARATION HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY 5TOFPIN6 PRIOR TO PLAGEMENT OF X THE GROUT POUR 1 -1/2" BELOW TOP OF THE UPPERMOST UNIT. CONTROLLED FILL PLACEMENT AND COMPACTION OF CONTROLLED FILL °' " °`U°'N6 X RELATIVE DENSITY SPECIAL INSPECTION PROGRAM SOIL FXPAN51ON TEST RESULTS: INCLUDING EXPANSION INDEX, A. GENERAL: REGOMMENDATIONS FOR X FOUNDATION AND.FLOOR SLAB DESIGN. 1. THE OWNER OR THE REGISTERED DE516N PROFE55IONAL ACTING A5 THE OWNER'5 AGENT SHALL EMPLOY A SPECIAL INSPECTION AGENCY CONCRETE TO PROVIDE N5FECTION5 DURING CONSTRUCTION ON THE TYPES OF SHAPE, LOCATION AND DIMENSION OF WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. CONCRETE FORMWORK PRIOR TO X P FORT INNT OF REINFORCING 2. SPECIAL INSPECTION SHALL BE PERFORMED IN ADDITION TO PLACEMENT STEEL MATERIAL X INSPECTION BY THE BUILDING OFFICIAL AS REQUIRED IN SECTION 110 PLACEMENT OF OBNFO F NG STEEL PRIOR To CLOSING of FORMS OR X OF THE BUILDING GORE. SPECIAL INSPECTION SHALL NOT BE A DELIVERY OF CONCRETE SUBSTITUTE FOR INSPECTION BY THE BUILDING OFFIGIAL. CONCRETE MIX VERIFICATION AT TIME O E X 2 OF DELIVERY 3. WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SAMPLING OF FRE5H CONCRETE (SEE x SPECIAL INSPECTION 15 TO BE PERFORMED SIMULTANEOUSLY, OR THE FOOTNOTE i) GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE TESTING OF CONCRETE STREN6TH OBSERVED IN ACCORDANCE WITH THE STATEMENT OF SPECIAL FOR CONFORMANCE WITH THE X INSPECTIONS AND SECTION 1704 OF THE BUILDING CODE, IT SHALL CONSTRUCTION DRAWING REOUIREMENT5 BE THE SPECIAL INSPECTION A6ENCY'5 RESPONSIBILITY TO EMPLOY APPLICATION TEGHNIOUE5OF A SUFFICIENT NUMBER OF INSPECTORS TO A55URE THAT THE CONCRETE PLACEMENT X REQUIRED WORK IS INSPECTED. MAINTENANCE OF REQUIRED GURIN6 x TEMPERATURE AND TECHNIGUFS 4. THE SPECIAL INSPECTION AGENCY SHALL BE APPROVED BY THE BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF FOOTNOTES FOR STATEMENT OF SPECIAL INSPECTIONS: CONSTRUCTION OR OPERATION REQUIRIN6 SPECIAL INSPECTION. EXGEFTIONS: A. SOILS INSPECTIONS SHALL BE PERFORMED BY THE 1. AT TIME OF CONCRETE SAMPLING: 6EOTECHNICAL ENGINEER OF RECORD. A. FABRICATE SPECIMENS FOR STREN6TH TESTS B. WHEN TH15 REQUIREMENT 15 WAIVED BY THE BUILDING OFFICIAL. B. FABRICATE SPECIMENS FOR DRYING SHRINKAGE TESTS WHERE REQUIRED 5. THE CONSTRUCTION MATERIALS TESTING LABORATORY SHALL BE G. PERFORM SLUMP AND AIR CONTENT TESTS APPROVED BY THE BUILDING OFFICIAL FOR THE TESTING OF D. DETERMINE CONCRETE TEMPERATURE MATERIALS SYSTEMS COMPONENTS AND EQUIPMENT. 0 O 3LIC WORKS DEPAR 6. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTION A6ENGY AT LEAST ONE WORKING DAY PRIOR TO v PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. 7. WORK REQUIRING SPECIAL IN5PEG7ION THAT 15 INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL 15 SUBJECT TO REMOVAL OR EXPOSURE AT THE CONTRACTOR'S EXPENSE. B. REQUIRED REPORTS: 1. A SOILS INSPECTION REPORT, 5I6NED, 57AMPEP AND DATED BY THE 6EOTECHNICAL ENGINEER OF RECORD, SHALL BE SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE CONTRACTOR REQUE5TIN6 A BUILDING DEPARTMENT FOUNDATION INSPECTION OR THE PLACEMENT OF FOUNDATION CONCRETE. THE REPORT SHALL STATE THAT: A. THE BUILDING PAD WA5 PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BAGKFILLED AND COMPACTED. G. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. 3. SPECIAL INSPECTION REPORTS SHALL INDICATE WHETHER THE WORK INSPECTED WAS, OR WA5 NOT PERFORMED IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 4. THE TESTING LABORATORY SHALL FURNISH REPORTS OF MATERIAL TESTS TO THE REGISTERED PE516N PROFESSIONAL IN RESPON515LE GHAR6E. I 5. LABORATORY TE5TIN6 REPORTS SHALL INDICATE THAT THE TESTED MATERIALS CONFORM TO THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. 6. DI5CREPANCE5 SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. T IF DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE RE615TERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO COMPLETION OF THAT PHASE OF WORK. 8. A FINAL REPORT DOCUMENTING THE REQUIRED SPECIAL INSPECTIONS, MATERIAL TESTING AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK. QQOFESSiq FKXJE 991 HOPE ENGINEERING ® * 1231 -11 },. mib Avenue sTRUCT�QPx um E (619) 99&4679 F NC (618)'23SC6]5 tr � 88n G7Opp. C89P161 T9lf OF CALIE��\ 11. WALL5 RETAINING EARTH SHALL BE DRAINED AND BAGKFILLED ACCORDING TO THE RECOMMENDATIONS WITHIN THE 6EOTEGHNIGAL REPORT. 12. BAGKFILLIN6 BEHIND RETAINING WALLS SHALL NOT BEGIN UNTIL WALLS HAVE BEEN CURED FOR A MINIMUM OF 14 DAYS. F. REINFORCING STEEL: 1. DETAILING, FABRICATION AND ERECTION OF REINFORGIN6 BARS SHALL BE PREFORMED IN ACCORDANCE WITH AGI 315, "DETAILS AND DE7AILIN6 OF CONCRETE REINFORCEMENT." 2 SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704, 1707 AND 1708 OF THE BUILDING CODE AND THE "STATEMENT OF 5PEGIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 3. REINFORGIN6 BARS SHALL CONFORM TO A5TM A 615, GRADE 60, U.O.N. 4. REINFORGIN6 BAR LAP SPLICES SHALL BE: GLASS B. (1S" MIN.) FOR CONCRETE, U.O.N. 65 BAR DIA. (24" MIN.) FOR MASONRY, U.O.N. 5. DETAILS OF REINFORCEMENT SHALL COMPLY WITH AGI 318, CHAPTER T 6. WHERE HOOKS ARE ILLUSTRATED AS qO- DEGREE HOOKS, 180 - DE6REE HOOKS MAY BE USED IN LIEU OF q0- DEGREE HOOKS. 7. REINFORCING BARS FOR CONCRETE SHALL BE PROVIDED WITH THE FOLLOWING MINIMUM COVER: GONG. CAST AGAINST EARTH 3" FORMED GONG. EXPOSED TO EARTH / WEATHER #5 OR SMALLER #6 OR LARGER 2" G.LP. WALL5 1 -1/2" 8. VERTICAL WALL BARS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, U.O.N., AND SHALL BE TIED IN PLACE AT THE TOP AND BOTTOM. q. #3 5PACER TIES SHALL BE INSTALLED AT 30" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING BARS IN PLACE, U.O.N. G. REINFORCED CONCRETE (GENERAL): 1. CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE BUILDING CODE AND TO THE FROVI51ON5 OF AGI 318. 2. SPECIAL INSPECTION AND TESTING 15 REQUIRED IN ACCORDANCE WITH SECTIONS 1704, 1707 AND 1708 OF THE BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 3. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM G 94. 4. CEMENT SHALL CONFORM TO ASTM G 150 TYPE I OR II, LOW ALKALI. 5. A66RE6ATE5 FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO A5TM G 33. 6. NORMAL WEIGHT CONCRETE SHALL HAVE A MAXIMUM DRY DENSITY OF 150 pcf. 7. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND APPROVED BY THE EN6INEER. MIX DESIGN METHODS (TEST HISTORY OR TRIAL BATCH METHOD) IN ACCORDANCE WITH AGI 318, SECTION 5.3 SHALL BE USED TO PROPORTION CONCRETE. 8. MINIMUM CONCRETE C.OMPRE5SIVE STRENGTHS AT 28 DAYS, MAXIMUM SLUMPS, AND MAXIMUM WATER/GEMENT RATIOS SHALL BE AS FOLLOWS: MIN 28 MAX.W/C DE5GRIPTION DAY f'G SLUMP RATIO FOOTIN65 3.5 K51 4" +/- 1" 0.52 RETAINING WALLS 4.0 K51 4" +/- 1" 0.52 OTHER CONCRETE 3.5 K51 4" +/- 1" 0.50 q. ADMIXTURES SHALL BE APPROVED IN ADVANCE. 10. SLUMPS INDICATED ARE PRIOR TO PLASTICIZER ADDITIVES. 11. CONCRETE ADMIXTURES GONTAININ6 CHLORIDE OR CHLORIDE SALTS SHALL NOT BE USED EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER. 12. FLYASH SHALL CONFORM TO A57M G 618, GLASS F. FLYA5H SHALL BE LIMITED TO NO MORE THAN THE FOLLOWfN6 PERCENTA(5E5 OF THE TOTAL WEIGHT OF GEMENTITIOU5 MATERIALS IN THE CONCRETE, U.O.N. WALL5 20% FOUNDATIONS 20% 13. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. 14. WATER MAY BE ADDED ON SITE TO OBTAIN SPECIFIED SLUMPS PROVIDED THAT IT IS ADDED WITHIN ONE HOUR OF BATGHIN6 AND SITE -ADDED WATER 15 SPECIFIED ON THE BATCH REPORT. SITE - ADDED WATER SHALL NOT COMPROMISE THE STREN67H OR SLUMP OF THE CONCRETE. 15. CONCRETE SHALL NOT BE PLACED BEYOND 1 -1/2 HOURS FOLLOWING BATGHIN6. 16. PROJEC7146 CORNERS OF SLABS, BEAMS, YNALL5, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4" CHAMFER U.O.N. il. CONSTRUCTION JOINTS IN STRUCTURAL MEMBERS THAT ARE NOT INDICATED ON THE STRUCTURAL DRAWIN65 SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. LONGITUDINAL REINFORCEMENT SHALL CONTINUE UNINTERRUPTED THROUGH CONSTRUCTION JOINTS. KEYWAYS SHALL BE PROVIDED PERPENDICULAR TO THE DIRECTION OF LOAD IN CONSTRUCTION JOINTS. 18.. WHERE CONCRETE 15 PLACED AGAINST EXI5TIN6 CONCRETE SURFACES, THE EXISTING CONCRETE SURFACES SHALL BE THOROUGHLY GLEANED AND ROU6HENED TO A MINIMUM AMPLITUDE OF Y4-INCH. A CONCRETE BONDING AGENT SHALL BE APPLIED TO THE EXISTING CONCRETE SURFACE. 1q. CONCRETE SHALL BE MAINTAINED IN A M015T CONDITION FOR A MINIMUM OF 7 DAYS AFTER ITS PLACEMENT. APPROVED GURIN6 COMPOUNDS MAY BE USED IN LIEU OF M015T GURIN6. H. REINFORCED CONCRETE MASONRY UNITS (CMUI: 1. MASONRY CONSTRUCTION SHALL CONFORM TO CHAPTER 21 OF THE BUILDIN6 CODE AND AGI 530.1. 2. 5PEGIAL INSPECTION AND TESTING 15 REQUIRED IN ACCORDANCE WITH SECTIONS 1704, 1707 AND 1708 OF THE BUILDIN6 CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. DLANNING AND BLDG. DEPARTMENT APPROVALS REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: ef DATE: MASIH MAHER, C42519 L WREN WATT R.C.E. NO. PUBLIC ORKS DIRECTOR ATE: ENGINEER EXP. DATE: S/ ($ 1(Z DATE: S 4- •(2- STRUCTURAL NOTES A. BASIS OF DESIGN: 1. THE STRUCTURAL DESIGN HAS BEEN PERFORMED IN ACCORDANCE WITH THE 2010 CALIFORNIA BUILDING CODE (CBG). B. SUBMITTALS: 1. THE CONTRACTOR SHALL MAKE SUBMITTALS PRIOR TO FABRICATION AS REQUIRED BY THE WRITTEN SPECIFICATIONS AND SHALL INCLUDE AS A MINIMUM THE FOLLOWING 5UBMITTAL5: A. CONCRETE MIX DESIGNS. B. REINFORCING STEEL DRAWIN65. 2. THE FOLLOWING SHOP DRAWIN65 ARE NOT REQUIRED FOR SUBMISSION FOR STRUCTURAL REVIEW: A. 5HORIN6 AND BRACING. B. UN5PLICED REBAR AT SLAB -ON -GRADE AND FOOTIN65 G. FORMWORK. 3. STEEL REINFORCING LI5TB AND QUANTITIES AND LENGTHS OF ALL MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO A55URE COMPLIANCE WITH THE PLANS. ENGINEER WILL NOT REVIEW. 4. SHOP DRAWIN65 SUBMITTED TO THE ENGINEER FOR REVIEW SHALL BE STAMPED AND SIGNED BY THE CONTRACTOR INDICATING THE CONTRACTORS PRIOR REVIEW AND THAT THE SUBMITTAL 15 IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 5. AS AN ALTERNATE TO MULTIPLE PAPER COPIES, SHOP DRAWI1465 MAY BE SUBMITTED IN ELECTRONIC (PDF) FORMAT. WHERE SUBMITTED ELECTRONICALLY, SHOP DRAWIN65 WILL BE PROCESSED AND RETURNED ELECTRONICALLY. C. GENERAL: 1. SPECIFIC NOTES AND DETAILS ON THE STRUCTURAL DRAWIN65 SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2. WHERE NO DETAILS ARE SHOWN OR NOTED IN ANY PART OF THE WORK THE DETAILS FOR OTHER 51MILAR WORK SHALL APPLY 3. DETAILS IDENTIFIED AS TYPICAL, SHALL APPLY IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE GONDITION WHETHER OR NOT THE REFERENCE 15 REPEATED. 4. THE STRUCTURAL DRAWIN65 SHALL NOT BE SCALED. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWIN65. 5. COORDINATE ELEVATIONS, SLOPES AND DRAINAGE REQUIREMENTS WITH THE ARCHITECTURAL DRAWIN6S. 6. STANDARDS REFERENCED ON THE STRUCTURAL DRAWIN65 REFER TO THE EDITION APPLICABLE UNDER THE APPLICABLE BUILDING CODE. 7. THE RESPONSIBILITY FOR THE REVIEW AND COORDINATION OF DRAWIN65 AND SPECIFICATIONS PRIOR TO THE START OF RELATED CONSTRUCTION SHALL BEAR ON THE GONTRAGTOR. DI5GREFANGIE5 THAT EXIST SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER, PRIOR TO START OF RELATED CONSTRUCTION. 8. WORK PERFORMED IN CONFLICT WITH THE STRUCTURAL DRAWI1465 OR APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE GORREGTED AT THE EXPENSE OF THE CONTRACTOR. 11. DIMENSIONS, ELEVATIONS, AND SITE GONDITION5 SHALL BE VERIFIED BEFORE 5TAR7IN6 RELATED WORK AND THE ENGINEER NOTIFIED OF DISCREPANCIES IN A TIMELY MANNER. 10. SITE CONDITIONS THAT ARE NOT REFLECTED ON THE STRUCTURAL DRAWIN65 OR THAT DEVIATE FROM THE MAXIMUM OR MINIMUM DIMENSIONS INDICATED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER. SUCH CONDITIONS MAY INCLUDE CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, GROUND WATER PRESENT, DEEPENED FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY LINES, ETC. 11. MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENT5 OF APPLICABLE REGULATIONS AND THE BUILDING CODE AS AMENDED AND ADOPTED BY THE BUILDING OFFICIAL. D. TEMPORARY WORK AND SITE SAFETY: 1. THE STRUCTURAL DRAWINGS 5HOW THE REQUIREMENT5 FOR THE COMPLETED STRUCTURE ONLY. TEMPORARY WORKS REQUIRED TO COMPLETE THE CONSTRUCTION PROCESS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE DE516N OR FIELD VERIFICATION OF TEMPORARY AND ANCILLARY WORK. 2. THE RESPONSIBILITY FOR SAFETY IN AND AROUND THE JOB5ITE SHALL BEAR ON THE CONTRACTOR. PROPER AND SAFE METHODS OF CONSTRUCTION SHALL BE EMPLOYED AT ALL TIMES INCLUDING THE 5TABILIZIN6 OF INCOMPLETE STRUCTURES, FORMWORK, SHORING, RE5HORIN6, FAL5EWOKK, PLATFORMS, SGAFFOLDIN6, BARRIERS, WALKWAYS, ETC. AND INCLUDING CONTROL OF THE INTENSITY, DURATION AND LOCATION OF CONSTRUCTION LOAO5. 3. THE RESPONSIBILITY FOR THE DESIGN AND INSTALLATION OF ALL GRIBBIN6, 51FEATHIN6, UNDERPINNING, AND SHORING REQUIRED TO SAFELY RETAIN ALL 6RADE5 AND 5TRUCTURE5 SHALL BEAR ON THE CONTRACTOR. E. FOUNDATION: 1. THE RECOMMENDATIONS PROVIDED IN THE 6E0TEGHNICAL INVESTIGATION REPORT SHALL BE FOLLOWED: BY: MT6L DATED: 12-13-10 PROJECT NO: 4585 -AO5 2 DEVIATIONS IN 6EOTEGHNIGAL CONDITIONS FROM TH05E DESCRIBED IN THE 6EOTEGHNICAL REPORT SHALL BE REPORTED TO THE STRUCTURAL AND 6E0TECHNICAL EN6INEER5 IN A TIMELY MANNER. 3. SPECIAL INSPECTION AND TESTING 15 REQUIRED IN ACCORDANCE WITH SECTIONS 1704, 1701 AND 1708 OF THE BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 4. THE MAXIMUM ALLOWABLE 501L BEARING PRESSURE SHALL BE 2500 p5f. THE RE5ULTIN6 ALLOWABLE BEARING VALUE MAY BE INCREASED BY 1/3 FOR WIND AND SEISMIC LOAD CA5E5. 5. THE EXPANSION INDEX HAS BEEN DETERMINED TO BE 50 OR LE55 AND NO SPECIAL DESIGN RECOMMENDATIONS ARE REQUIRED. b. FOOTING AND UTILITY TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED IN LAYERS SUBJECT TO THE APPROVAL OF THE 6EOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. 7. LOOSE SOIL AND FILL MATERIAL SHALL BE COMPACTED ACCORDING TO THE REQUIREMENTS OF THE SOILS REPORT. 8. COMPACTION TE57 REPORTS FOR FILL BY A QUALIFIED TE5TIN6 LAB SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER, 6EOTEGHNIGAL ENGINEER AND BUILDING OFFIGIAL PRIOR TO REQUE5TIN6 FOUNDATION INSPECTION. -1. FOOTING DEPTHS INDICATED ON THE STRUCTURAL DRAWIN65 ARE FOR BIDDING PURPOSES ONLY AND ARE ASSUMED TO BE IN SUITABLE BEARING MATERIALS. THE 5EOTECHNICAL ENGINEER MAY REQUIRE FOUNDATION DEPTHS TO BE INCREASED. THE RE51FON515ILITY FOR GONFORMIN6 TO THE 6EOTECHNICAL REPORT RECOMMENDATIONS REGARDING DEPTH OF FOOTINGS SHALL BEAR ON THE CONTRACTOR 10. FOOTING ELEVATIONS SHALL BE LOCATED SUCH THAT THEIR BEARING IS A MINIMUM HORIZONTAL D15TANCF OF 5' -0" FROM THE DAYLIGHT OF AN ADJACENT SLOPE OR AS RECOMMENDED WITHIN THE 6EOTECHNICAL REPORT. CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. SCRIPPS MEMORIAL HOSPITAL 10747 -I DEVONSHIRE DRIVE WIDENING PROJECT 354 SANTA FE DRIVE 1h� WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEET firo OF 34 4" " MU MALL O , 5 16" O.G. WAY �Et ITERED 4., " i l = i =11 =111 =1 I1 =111_ I- 11 =1I I =111 =1 I I� 11 =1 I11� I I I11� I1- III =1I 1 =1 I1 =1 I I_ GMU MALL a O EA. INAY, .ENTERED p 2" GLR d 4„ =III III =1II- X Q 111111111111H I I�,I I I_ 111 4 8" GMU WALL ry 5 @ 16" O.G. WAY, fCEA. ENTERED E #8(v) @ 5 V) @ 8" O.G. a � a #8(V) @ ° #5 (V) @ 16" O.G. #5(H) @ 16" O.G. E.F. d _ =111 1 =1I I� I I I I I� 11-111-111 — = III —III IIH11 d ° p _III 111 11= 111J—In a CONT. SHEAR a #5(H) @ a T2x4 xx�lf Q KEY, TYP. I #9(V) @ 16" O.G. q 8" O.G. ° E.F. GONG. AL Q , #8(V) @ #5 (V) @ 16" O.G. Q a #5(H) @ a 16" O.G. 2.. a � p \I 2" a p GLR. #5(H) @—J 2" GLR GONG. WALL GLR 16" O.G. dJ r E.F. a p dO Q 6 _ 4 1 MITI FIJI II TI II III ITS ' TOP p VIII II IJT. 11111 =' III- III -I Ili- _ I�I�I�ITI TIIiI li.. T� p p � ? #b 8" O.G. x TOP TOP 14" IIIIHi ? #6 @ 5" O.G. x WATERPROOFING a a ? WATERPROOFING d WATERPROOFING DRAINAGE PER ° 0) - #AND AND DRAINAGE PER (9) - #5 GONT r�s AND DRAINAGE P ER Q O SOILS REPORT Q CONT. T45 SOILS REPORT T45 501L5 REPORT 5 G NT. Op a V T4B V ° ° z 2 d (0 p ° a d Q 4 ° MATCH WALL iYl ° Vi p MATCH WALL #5 @ 16" O.G. x #T @ 16" O.G. REINF. V p a a a p d Q B REINF. BOTTOM x TOP -6„ V F #9 @ 8" O.G #6 @ 8" O.G. ° BOTTOM PROPERTY �{ #5 @ 16" O.G. x 4' -0" 4 pa ATGH WALL 2' 6" LINE x f'EINF. BOTTOM F 10 GLR. d GLR. PROPERTY -1 Q p � LINE d _ RETAINING WALL "B" RETAINING WALL "A" a ,5 @ 1 6" O.G. p (MAX. WALL HEIGHT = 20' -O ") (MAX. WALL HEIGHT = 15-0 ") d 6 a 2, -2„ p d NOTES: Ilk 1. SEE CIVIL DRAWING FOR WALL PROFILE. PROPERTY LINE RETAINING WALL "C" 2. WALL JOINTS PER be @ 40'-0" O.G. MAX. WALL HEIGHT = 25-09 KS AND RECREATI 14 IC WORKS DEPART Underground Service Alert IEGUITO WATER DI ITAS FIRE DEP R sw>•� REVIEWED REVIEWEDsN� �Q�iOfESSIgy,� ~� P• AMp HOM REVIEWED REVIEWED CALL TOLL FREE ✓/33 �* �' 1��az * Iz11 HOPE ENGINEERING 1- 800422 -4133 S, 19tH T11Ktl Avenue TEL (919) R924819 FA%: (Bt9)235�6T5 D DA tPj rtUC1JPP� ��- 9lF �F CAUE�� 9e Olego. Ce 9Yt91 AS (eU / -r .NATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE 3qNCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CITY OF ENCINITAS EN HMARK ENJ NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: CORNER OF CONCRETE FE DRIVE WEST OF I NORTHEAST RETURN INT ROP INLET ON NORTH SIDE OF SANTA STATE HIGHWAY 5 AT THE 1 SCRIPPS MEMORIAL HOSPITAL, HORIZONTAL Z DATE: 'S4 'ILA J y ~ / 1® a MASIH MAHER, C42519 L WRE A. WATT SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE DRIVE WIDENING PROJECT 10747-1 L 9 ENCINITAS. 25" BR 173.376 NAVD 88 S I ISC ENC -48 2004 ELEVATION IS VERTICAL LZ 1L ENGINEER R.C.E. N0. EXP. PUBLIC WORKS DIRECTOR DATE: S1119117- DATE: 354 SANTA FE DRIVE WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP Dq : SHEET 17 OF 34, VA I Sgi DEVONSHIRE ROAD qq, 31, PROJECT S1 7E &i PROJEC S1,E NMI Ll I _'A FIE PR ... A 6 A v-0 it �v, 7 ell % IT JI 7,Lffz wow-, 2i 1.0 II t 71 Iwo A tit MA NOT 70 SC41E j I 1 41 9 9 la CRITICAL CEP BUIMING CARE BUILDING VIA i FF 173.45 T 00 LO ;01!� Nt . ..... I. C%j 1-1. 1 ;N, - - ii Al, t j S z I— �_. I I I A / ( i —1 ! ie,:_ T7 It -4, it 7 i� I ;,�- ... . . ..... z Til < U yq,; A 1 j -r j1 It LAI, -- --- — 4 !71 —11 j; I- AI 77 -7 ttl. -4 ---------- EXI, TING RECYCLED WATER P.O.C. 7rT _ntz R IRRIGATION MAINTAINED BY: R/W --- 4� f tw� PR VATE (Scripps Encinitas) 771. i SAN 'A FE DRIVE -4, W vil RECYCLED SERVICE LINES (EXISTING) 2 RECYCLED WATER METERS (EXISTING) A 'i-j 4- 0 fl i_j ri j 2 WYE STRAINERS (EXISTING) A 2, PRESSURE REGULATORS (EXISTING) "Vi '-A 2-1- /2" MASTER VALVES (EXISTING) T' 2-1- 12" FLOW METERS (EXISTING) 4, I JI it STArc PRESSURE: 105 PSI tt j K z I SEE SCRIPPS ENCINITAS CRITICAL CARE BUIL DING PLANS FOR FUTHER P.O.C. INFORMATION DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER NOTE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. KEYMAP KEY MAP LEGEND 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SAN DIEGJITD WATER DISTRICT'S RULESAND 17. IF A CONSTANT PRESSURE RECYCLED WATER LINES MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR NEW PROPOSED RECYCLED IRRIGATION MAINLINE REGULATIONS FOR POTABLE AND RECYCLED WATER USE. LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE 100 0 50 100 200 INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE SAN DIEGUITO WATER DISTRICT'S RULES EXISTING RECYCLED IRRIGATION MAINLINE 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATIIJGAREAS SHALL BE PROTECTED AGAINST AND REGULATIONS. CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. GRAPHIC SCALE IN FEET: 1"=100'-O" a .11111. EXISTING POTABLE IRRIGATION MAINLINE 18. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TIESTAND COVERAGETESTAS DIRECTED 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE C R CONTROL TO THE BEST EXTENT POSSIBLE, BY THE SAN DIEGUITO WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL EXISTING POTABLE WATER METER PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. HEALTH PRIOR TO ANY USE OF RECYCLED WATER. SHEETINDEX (9 EXISTING RECYCLED WATER METER 4. HOSE BIBS ARE STRICTLY PROHIBITED. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE SAN DIEGUITO WATER SHEET TITLE SHEET NO. DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION RECYCLED WATER - "DO NOT DRINK" 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND F CITABLE WATER LINES ARE STRICTLY REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. S.D. COUNTY TITLE SHEET SIGNS. TYPICAL (1) EA. PLACE - DETAIL'M', SHT. 23 PROHIBITED. IRRIGATION PLANS 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT IRRIGATION LEGEND & NOTES Fil TEST STATION 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITH )U'- PRIOR APPROVAL OF THE SAN DIEGUITO ON THE PLANS. WATER DISTRICT. IRRIGATION DETAILS 22--24 Nk FIRE HYDRANT 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN IRRIGATION SPECIFICATIONS 25-2-6 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER THE SAN E IJIGUITC, WATER DISTRICT'S RULES AND WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE co EXISTING CONTROLLER REGULATIONS. BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM, COPIES OF THE on NEW PROPOSED CONTROLLER 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 ON TO 6:00 AM. THE HOURS FOR IRRIGATION DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGUITO WATER DISTRICT WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED 3Y THE LOCAL AUTHORITY. IRRIGATION AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY REC ii`CI_ED WATER SHALL BE UNDER THE M__ IRRIGATION SHT. NO. SUPERVISION OF THE DESIGNATED USER SUPERVISOR, IRRIGATI DN WITH WATER OF A LESSER QUALITY THAN IN CASE OF EMERGENCY CONTACT PAUL PRZYBYSZ AT 760.633.7059 DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN HE HOURS OF 9:00 PM AND 6:00 AM. NAME PHONE NUMBER DECLARATION OF RESPONSIBLE CHARGE PROPOSED RECYCLED WATER COVERAGE AREA 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET THE SAN DIEGUI 0 VATER DISTRICT'S RULES AND OR AFTER HOURS CONTACT PAUL PRZYBYSZ AT 760.633.7059 1 HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, REGULATIONS. NAME PHONE NUMBER THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE, AND THAT 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTAC T WITH RECYCLED WATER, WHETHER BY 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER THE DESIGN IS CONSISTENT VVITH CURRENT STANDARDS. WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM 0 DERATION, IS STRICTLY PROHIBITED. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR THE CITY OF ENCINITAS, SAN ELIJO JOINT POWER AUTHORITY, AND THE COUNTY OF OMISSION STATEMENT: 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON EATING AREAS ON THIS SITE. SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW THERE ARE NO DECORATIVE FOUNTAINS, SIDEWALKS, STREETS, AND NON-DESIGNATED USE AREAS. ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY PLAYGROUNDS, AND OUTDOOR EATING FACILITIES 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. RESPONSIBILITIES FOR PROJECT DESIGN. WITHIN THE LIMITS OF WORK. NO OVERSPRAY, MIST, 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS OR RUNOFF IS POSSIBLE DUE TO THE PHYSICAL WATER DISTRIBUTION SYSTEMS PER THE SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE DISTANCE SEPARATION FROM THE REST OF THE TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE APPROI AA�SCAPE CO C LAN, WATER CONSERVATION PLAN, FIRE SITE. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKI ER HEADS, VALVE BOXES, ETC.) SHALL BE DISSEMINATED ON AN ALMOST DAILY BASIS. P R 3 TE:CTr1 P N, AN D NS OF APPROVAL RELATED TO LANDSCAPING. COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER BY r7 DATE: AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOWSTRIPS OR OTHER 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "' ON-POTABLE OR RECYCLED WAI APPROVED METHODS. -I Nis OTSUJI, 7 COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARDTHE TOP OF THE ONA, INC. R.. A. 155,L TRENCH PER THE SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. 9666 BUSINESSPARK AVE. 1 03 SAN DIEGO, CA 92131 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, C014SI-ANT PRESSURE RECYCLED WATER AND \. SC Undwommd Swdoe Alwt SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT SAN DIEGUITC, WATER DISTRICT SAN ELIJO JOINT POWER AUTHORITY ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE COUNTY OF SAN DIEGO Department of Environmental Health =�ywm CENTERLINES. I nature Landscape Architecture 9 Planning Old Grove CUL 7ML M 3 31 13 Business Park OD 41(2� 1 ate 1-itIM 422-4133 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS A r LI -AST TWELVE INCHES BELOW POTABLE _/v_lz mew I . ate 9666 BusinIesspark Avenue, Suite 103 Date San Diego, CA 92131-1646 Date APPROVED BY Date APPROVED BY Date OF CAi 858.578.2600 * Fox 858.578.7292 M Too= DAYS 11111101tic w M 10-014 w REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 12,011111111150r., 1,r1,! W01II A CITY OF ENCINITAS BENCHMARK ENC-4& NORTHWEST REVIEWED BY. PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY, IRRIGATION TI SHEET FOR: CORNER OF COICRETE DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL AS SHOWN tz.Oie w IIII FE DRIVE WEST OF NTERSTATE HIGHWAY 5 AT THE DATE: SCRIPPS MEMORIAL HOSPITAL NWHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, 10747 ITAS. 2,5` BRASS DISC ENC-48 2004 ELEVATION IS VERTICAL MASIH MAHER, C42519 4 LAWREItI WATT DEVONSHIRE DRIVE WIDENING PROJECT AS SHOWN R.C.E. NO. PUBLIC WORKS DIRECTOR 173.376 NAVID M ENGINEER 354 SANTA FIE DRIVE EXP DATE: S116112- DATE: 5.2t, IIIIit WORK PROJECT NO. 06-066 MUP/DR/EIA/CDP SHEE III; OF 3q /1 2r:�� I A S Su/'-7- i NEW 3" RECYCLED MAINLINE WILL BE INSTALLED A MINIMUM OF 10'FROM E EXISTING POTABLE WATER MAINLINE. , EXISTING IRRITROL "TOTAL CONTROL" IRRIGATION CONTROLLER TO BE PROTECTED IN PLACE. ALL WIF TO EXISTING VALVES WILL REMAIN IN FULL WORKING ORDER. CONTRACTOR WALL REPAIR ANY DAMAGED 1 TO KEEP EXISTING POTABLE SYSTEM IN FULL WORKII EXISTING RECYCLED POINT OF CONNECTION: SANTA FE ROAD 2-2-SERVICE LINE (EXISTING) 2- 21RECYCLEDWATER METER (EXISTING) STATIC PRESSURE: 105 PSI r SEE SCRIPPS ENCINITAS CRITICAL CARE BUILDING PLANS FOR LOCATION & FURTHER INFORMATION. CONNECT TO EXISTING 4" RECYCLED MAINLINE. SEE SCRIPPS ENCINITAS PARKING STRUCTURE/ PLANS. - A 10 FOOT MINIMUM SEPARATION BETWEEN THE EXISTING 4" RECYCLED MAIN AND THE / r i NEW 4" MAIN WILL REMAIN UNTIL FINAL ,i / `'f �✓''�` ,r'r INSPECTION BY THE SAN DIEGUITO WATER DISTRICT AND THE SAN DIEGO COUNTY -•' '� DEPARTMENT OF ENVIRONMENTAL HEALTH. '� / /r•' .r: WHEN APPROVAL IS GIVEN BY BOTH - - -- AGENCIES, THE FINAL CONNECTION BETWEEN THE EXISTING RECYCLED MAIN AND THE NEW RECYCLED MAIN WILL BE COMPLETED. MA TCHLI NE C� E OW RIGHT' %� I ..r .. �. _. .- -- ....__ • of _ - fi 2" SLEEVE FOR 120V POWER TO CONTROLLER it t , IRRI ti 4)l SCRIPPS HEALTH I 1 !'' - --` 1 8 STATION CONTROLLER F NEW ;ff m iTI) STAL MOUNTED - PLASTIC ENCLO� ) . _._..___.. �\,4RnPFRTY I INF ? (SEE ABOVE LEFT) NOTE: 1. IRRIGATION HEADS IN FRONT OF PARKING py STALLS WILL BE SET BACK 18 FROM BACK OF CURB (TYPICAL). -Iff— 9 2. MAINLINE IS SHOWN DIAGRAMMATICALLY. ��s��sy Sup 9cy m¢111mmumm - PIPING SHOWN IN SOME PAVING AREAS FOR 20 0 10 20 40 ®CAL lndL D>t� ' Signature Landscape ArchBectures9 Planning Old Grove CLARITY. VERIFY LOCATION WITH OWNERS 32113D 1— M4M-4133 J Rfi i�kiie @ 9666 Businesspark Avenue, Suite 103 at. REPRESENTATIVE. ( IN � > l9lFOf CAI�E\ 8585n Diego, Fax 131 -1 8.7292 eo �o�c mre sm vw me 1 n1Cx = 20 10 -014 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CI TY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVIEWED BY: REVIEWED BY: CITY ENCINITAS BENCHMARK ENC -48. NORTHWEST PLANS PREPARED UNDER SUPERVISION OF IRRIGATION PLAN FOR: FE DI CONCRETE DROP INLET ON NORTH SIDE of SANTA HORIZONTAL AS SHOWN ,,V .zV SCRIPPS MEMORIAL HOSPITAL 10747 - rj ��' •( FE DIN T OF INTERSTATE HIGHWAY 5 AT THE DATE: NORTH S RETURN INTO SCRIPPS MEMORIAL HOSPITAL, MASH MAHER, C42519 WREN WATT DEVONSHIRE DRIVE WIDENING PROJECT ENCINI 'AS. 2.5 BRASS DISC ENC -48 2004 ELEVATION IS VERTICAL AS SHOWN h °° a ZZ. 9 �-- R.C.E. N0. 173.37 N w 88 EXP. ENGINEER PUBLIC KS DIRECTOR 354 SANTA FE DRIVE DATE: DATE: % 1231 IL DATE: S 2/. (Z WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEET 1,9 OF 311 AS /30/17- _ -- --- --- - - -__ v i pit % _ -- --- --- - - -__ v �r r, i i PI , .� i .. ... .. r r - r C. r r� 't f uO CUT AND CAP EXISTING LATERAL SYSTEM. RELOCATE /ADJUST HEADS A NEEDED TO COVER AREA EAST OF BROW DITCH. E707— --i r �r r, i i PI , .� i .. ... .. r r - r C. r r� 't f uO CUT AND CAP EXISTING LATERAL SYSTEM. RELOCATE /ADJUST HEADS A NEEDED TO COVER AREA EAST OF BROW DITCH. E707— --i M NOTE: 1. IRRIGATION HEADS IN FRONT OF PARKING STALLS WILL BE SET BACK 18" FROM BACK OF CURB (TYPICAL). 2. MAINLINE IS SHOWN DIAGRAMMATICALLY. PIPING SHOWN IN SOME PAVING AREAS FOR CLARITY. VERIFY LOCATION WITH OWNER'S REPRESENTATIVE. P5 " 1 10.7 P6 1'122.9 L PER COC DOCUMENT NO. 2010-00551 4 V0. 06 -066 MUP /DR/EIA/CDP) za - _ _ - � �I x / I LAJ LAJ J ,. --- _ _ 1 Y r i Z ENCIN" I TAB' Hl GHLAN ,, ' , AP NQ. 2141 = c=n PLAN: DEVONSHIRE DRIVE -- - __ _ SCALE 1' = 20' C!Q ® I>D %&ry and &r" Mod S�a �a TS 99� cua xao me 0 0 10 20 40 Signature Landscape Architecture • Planning Old Grove 3/31/13 �t Business Park ® �� R "al Date T • 1 -IM -4195 FEET Jff \� 9666 Businesspark Avenue, Suite 103 San Diego, CA 92131-1646 F OF CAL�E� 858.578.2600 • Fax 858.578.7292 1 INCH = 20 IT. tro >.�1c des eos 10 -Ot 4 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. ' CITY OF ENCINITAS BENCHMARK ENC -48. REVIEWED BY: NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF N\ / IRRIGATION PLAN FOR: CORNER CRETE DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL AS SHOWN DATE: °r //` SCRIPPS MEMORIAL HOSPITAL 10747-1 rj UI FE DRIVE OF INTERSTATE HIGHWAY 5 AT THE _ NORTHERS RErURN INTO SCRIPPS MEMORIAL HOSPITAL, MASIH MAHER, C42519 WRE A. WATT DEVONSHIRE DRIVE WIDENING PROJECT ENCINITAS 25 BRASS DISC ENC -48 2004 ELEVATION IS VERTICAL AS SHOWN Z- �-Z f�-- R.C.E. NO. PUBU WORKS DIRECTOR 354 SANTA FE DRIVE 173.378 NAND 88 Ate: ENGINEER EXP. DATE: S/ 18/ IL DATE: 2 - /L WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEE 2-® OF y AS Suli7- pit % M NOTE: 1. IRRIGATION HEADS IN FRONT OF PARKING STALLS WILL BE SET BACK 18" FROM BACK OF CURB (TYPICAL). 2. MAINLINE IS SHOWN DIAGRAMMATICALLY. PIPING SHOWN IN SOME PAVING AREAS FOR CLARITY. VERIFY LOCATION WITH OWNER'S REPRESENTATIVE. P5 " 1 10.7 P6 1'122.9 L PER COC DOCUMENT NO. 2010-00551 4 V0. 06 -066 MUP /DR/EIA/CDP) za - _ _ - � �I x / I LAJ LAJ J ,. --- _ _ 1 Y r i Z ENCIN" I TAB' Hl GHLAN ,, ' , AP NQ. 2141 = c=n PLAN: DEVONSHIRE DRIVE -- - __ _ SCALE 1' = 20' C!Q ® I>D %&ry and &r" Mod S�a �a TS 99� cua xao me 0 0 10 20 40 Signature Landscape Architecture • Planning Old Grove 3/31/13 �t Business Park ® �� R "al Date T • 1 -IM -4195 FEET Jff \� 9666 Businesspark Avenue, Suite 103 San Diego, CA 92131-1646 F OF CAL�E� 858.578.2600 • Fax 858.578.7292 1 INCH = 20 IT. tro >.�1c des eos 10 -Ot 4 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. ' CITY OF ENCINITAS BENCHMARK ENC -48. REVIEWED BY: NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF N\ / IRRIGATION PLAN FOR: CORNER CRETE DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL AS SHOWN DATE: °r //` SCRIPPS MEMORIAL HOSPITAL 10747-1 rj UI FE DRIVE OF INTERSTATE HIGHWAY 5 AT THE _ NORTHERS RErURN INTO SCRIPPS MEMORIAL HOSPITAL, MASIH MAHER, C42519 WRE A. WATT DEVONSHIRE DRIVE WIDENING PROJECT ENCINITAS 25 BRASS DISC ENC -48 2004 ELEVATION IS VERTICAL AS SHOWN Z- �-Z f�-- R.C.E. NO. PUBU WORKS DIRECTOR 354 SANTA FE DRIVE 173.378 NAND 88 Ate: ENGINEER EXP. DATE: S/ 18/ IL DATE: 2 - /L WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEE 2-® OF y AS Suli7- Qnawolma A, I-1 Awt - mu. � Tw m • 1- 800422 -41. ,w mac sns mama ms m REVISIONS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WI' SERVICE WITH THE SAN DIEGUITO WATER DISTF 2. DRINKING FOUNTAINS AND DESIGNATED EATINC WATER. BEST MANAGEMENT PRACTICES SHALL ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, 3. BEST MANAGEMENT PRACTICES SHALL BE USE[ MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED UNLESS THE DISTRICT AND SAN DIEGO COUNTY DEPAR- 5. ON -SITE CROSS CONNECTIONS BETWEEN RECY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL B[ 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAP 8. HOURS FOR IRRIGATION WITH RECYCLED WATE IRRIGATION WITH DISINFECTED TERTIARY RECY IRRIGATION DURING PUBLIC U SE PERIODS WITF UNDER THE SUPERVISION OF THE DESIGNATED 9. BURIAL OF ALL WIRING AND PIPING SHALL BE PE 10. NON - DESIGNATED USE AREAS SHALL BE PROTE BY WINDBLOWN SPRAY OR BY DIRECT APPLICAI PROTECTION, WHETHER BY DESIGN, CONSTRUC PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR AI STREETS AND NON - DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SF WATER DISTRIBUTION SYSTEMS (SPIKES NOT IN SPIKES) PER DISTRICT RULES AND REGULATION 13. ALL RECYCLED WATER APPURTENANCES (SPRIT COLOR -CODED PURPLE PER AWWA GUIDELINES SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED Wl' COLOR -CODED PURPLE AND LAID WITH WARNIN THE TRENCH PER DISTRICT RULES AND REGULP 15. ON NEW ON -SITE SYSTEMS, POTABLE WATER, C BE PLACED A MINIMUM OF FOUR (4) FEET APART AGENCY. MEASUREMENTS SHALL BE BETWEEN 16. CONSTANT PRESSURE RECYCLED WATER LINES POTABLE WATER LINES AND SHALL MAINTAIN Al BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER L OR LESS THAN TWELVE (12) INCHES BELOW A P( SHALL BE INSTALLED WITHIN AN APPROVED PR( 18. DEVELOPER /CONTRACTOR SHALL CONDUCT A ( DIRECTED BY THE DISTRICT AND /OR THE SAN D PRIOR TO ANY USE OF RECYCLED WATER. 19. THE REQUIRED CROSS - CONNECTION INSPECTI( SAN DIEGO COUNTY DEPARTMENT OF ENVIRONI 20. THE DESIGN AND LOCATIONS PROPOSED FOR R OUT ON THE PLANS. 21. AN ON -SITE WATER SUPERVISOR SHALL BE DES WITH PLUMBING SYSTEMS WITHIN THE PROPER' CONNECTION PROTECTION, THE DISTRICT RULE OF A RECYCLED WATER SYSTEM. IN CASE OF EMERGENCY CONTACT OR AFTER HOURS CONTACT 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAIL` WATERCOURSES WITHIN THE RECYCLED WATEF 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE OUTDOOR EATING AREAS ON THE SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A I WATER. PERSONNEL MUST BE INFORMED THAT ONLY, AND IS NOT APPROVED FOR DRINKING PU 25. A PHYSICAL SEPARATION SHALL BE PROVIDED E WATER AND POTABLE WATER. SEPARATION SH) OR OTHER APPROVED METHOD. RENEWED APPROVED I DATE DATE -qqq REFERENCES TAS FIRE REVIEWED DATE ( OF EN INER OF DRIVE W "RULES AND REGULATIONS FOR RECYCLED WATER EAS SHALL BE PROTECTED FROM SPRAY OF RECYCLED USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ZBECUES, PLAYGROUNDS, ETC. ELIMINATE PONDING, RUN -OFF, OVER - SPRAY, AND IGNED AND OPERATED IN A MANNER ACCEPTABLE TO JT OF ENVIRONMENTAL HEALTH. D WATER LINES AND POTABLE LINES ARE STRICTLY LOWED WITHOUT PRIOR APPROVAL OF THE DISTRICT =R DISTRICT RULES AND REGULATIONS. RE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR D WATER MAY BE MODIFIED BY LOCAL AUTHORITY. 'INFECTED TERTIARY RECYCLED WATER SHALL BE :R SUPERVISOR. ISTRICT RULES AND REGULATIONS. :D FROM CONTACT WITH RECYCLED WATER, WHETHER THROUGH IRRIGATION OR OTHER USE. LACK OF N PRACTICE OR SYSTEM OPERATION, IS STRICTLY TO PREVENT OVER - SPRAYING ON SIDEWALKS, BE OF A TYPE DESIGNED FOR USE ON RECYCLED -_HANGEABLE WITH POTABLE WATER QUICK COUPLER Z HEADS, VALVE BOXES, ETC.) SHALL BE SECTION 116815 OF THE CALIFORNIA HEALTH AND WARNING "NON- POTABLE OR RECYCLED WATER ", WITH STENCILING ORIENTED TOWARD THE TOP OF TANT PRESSURE RECYCLED AND SEWER LINES SHALL AS DIRECTED BY THE GOVERNING REGULATORY ING SURFACES, NOT PIPE CENTERLINES. \LL CROSS AT LEAST TWELVE (12) INCHES BELOW kST TWELVE (12) INCHES CROSSING SEPARATION UST BE INSTALLED ABOVE A POTABLE WATER LINE _E WATER LINE, THEN THE RECYCLED WATER LINE FIVE SLEEVE PER DISTRICT RULES AND REGULATIONS 3-CONNECTION TEST AND COVERAGE TEST AS COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH L BE DONE BY EITHER THE DISTRICT AND /OR THE HEALTH. D WATER "DO NOT DRINK" SIGNS SHALL BE CALLED D IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR H THE BASIC CONCEPTS OF BACKFLOW /CROSS REGULATIONS, AND THE SPECIFIC REQUIREMENTS PRZYBYSZ AT 760.633.7059 NAME PHONE NUMBER PRZYBYSZ AT 760.633.7059 NAME PHONE NUMBER I CLUDING FIRE MAINS AND ANY WATER WELLS AND OJECT SHALL BE SHOWN ON THE PLANS. DRINKING FOUNTAINS AND /OR DESIGNATED INUOUS BASIS OF THE PRESENCE OF RECYCLED (CLED WATER IS MEANT FOR IRRIGATION PURPOSES 'ES, HAND WASHING, CLEANING OF TOOLS, ETC. HEN ADJACENT AREA IRRIGATION WITH RECYCLED E PROVIDED BY DISTANCE, CONCRETE MOW STRIP, AND RECREA REVIEWED BENCHMARK I SCALE BENCHMARK ENC -48. NORTHWEST ETE DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL INTERSTATE HIGHWAY 5 AT THE I INTO SCRIPPS MEMORIAL HOSPITAL, ASS DISC ENC -48 2004 ELEVATION IS VERTICAL IRRIGATION GENERAL NOTES 1. IRRIGATION SYSTEM IS DIAGRAMMATIC AND SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. IF CHANGES ARE NOTED IN THE FIELD THE CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT. CHANGES MADE IN THE FIELD MUST HAVE WRITTEN APPROVAL FROM THE OWNER FOR ADDITIONAL CHARGES TO THE JOB. 2. CONTRACTOR SHALL INSTALL THE FOLLOWING UNLESS OTHERWISE NOTED ON THE PLANS: A. ALL LATERAL END RUNS ARE TO BE 3/4 ". B. ALL LATERAL (NON- PRESSURE LINES CONNECTED DIRECTLY DOWNSTREAM OF THE REMOTE CONTROL VALVE) SHALL BE ONE SIZE LARGER THAN THE REMOTE CONTROL VALVE. C. MAINLINE END RUNS ARE TO 1 -112 ". 3. CONTRACTOR SHALL INSTALL POP -UP HEADS ALONG WALKS AND CURBS, TYPICALLY. NO SHRUB HEADS ON RISERS WILL BE ACCEPTED. CONTRACTOR SHALL FIELD ADJUST ALL SPRINKLERS TO ELIMINATE OVERSPRAY ON TO SIDEWALKS AND DRIVES. 4. CONTRACTOR SHALL VERIFY LOCATION OF WATER AND ELECTRICAL POINT OF CONNECTION WITH OWNER. 5. CONTRACTOR SHALL INSTALL SCHEDULE 40 PVC PIPE FOR LATERAL LINES UNDER PAVING. ALL MAINLINE UNDER PAVING SHALL BE INSTALLED WITH SLEEVES. CONTRACTOR SHALL COORDINATE LAYING OF PIPE, SLEEVES, AND WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION - SEE PLAN. 6. SLEEVES FOR MAINLINE UNDER VEHICULAR USE AREA SHALL BE INSTALLED AT 30" DEPTH, TYPICALLY. 7. MARKING TAPE: METALLIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE SLEEVE, 12 INCHES DIRECTLY ABOVE THE SLEEVE. TAPES SHALL BE MARKED "IRRIGATION" IN TWO INCH CAPITAL LETTERS EVERY THREE FEET ALONG THE TAPE. 8. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE "CITY OF SAN DIEGO LANDSCAPE TECHNICAL MANUAL" AND ALL OTHER APPLICABLE CITY AND REGIONAL STANDARDS FOR LANDSCAPE INSTALLATION AND MAINTENANCE. 9. SLEEVING SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH A PAINTED SPOT ON THE BACK FACE OF THE CURB OR OTHER SIMILAR MARKING. 10. WORK TO BE DONE: IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH THE CRITERIA AND STANDARDS OF THE LANDSCAPE TECHNICAL MANUAL AND OTHER APPLICABLE STANDARDS AS OF THE APPROVED DATE OF THESE PLANS. 11. ELECTRICAL POINT OF CONNECTION SHALL BE BY OTHERS. POWER REQUIREMENT SHALL BE 115 VOLT @ 60 CYCLE. CONTRACTOR SHALL HAVE A LICENSE CERTIFIED ELECTRICAL CONTRACTOR TO PROVIDE THE HOOK UP FROM THE ELECTRICAL PANEL TO THE CLOCK. VERIFY WITH OWNER FOR THE EXACT LOCATION. IC WORKS DEP REVIEWED i IRRIGATION LEGEND (RECYCLED) "PRIVATE" SYMBOL DESCRIPTION/ MANUFACTURER/ MODEL # TYPE RADIUS PSI PR/ RATE NOZZLE GPM DET.NO. • HUNTER PROS- I2- CV- R- MP2000 (BLK.) ROTARY SHRUB SPRAY FULL 17' 30 0.49 BLACK 1.27 A 0 HUNTER PROS- I2- CV- R- MP2000 (BLK.) ROTARY SHRUB SPRAY HALF 17' 30 0.49 BLACK 0.63 A HUNTER PROS- I2.CV.R- MP2000 (RED) ROTARY SHRUB SPRAY QUARTER 18' 30 0.45 RED 0.33 A IX1 HUNTER PROS- 12- CV- R- MP3000 (BLUE) ROTARY SHRUB SPRAY FULL 27' 30 0.48 BLUE 3.15 A Q HUNTER PROS- 12- CV- R- MP3000 (BLUE) ROTARY SHRUB SPRAY HALF 27' 30 0.48 BLUE 1.58 A Q� HUNTER PROS- 12- CV- R- MP3000 (GRAY) ROTARY SHRUB SPRAY QUARTER 27' 30 0.45 GRAY 0.71 A HUNTER PROS- 06- CV- R- MPSS530 (BROWN) ROTARY STRIP SPRAY SIDE STRIP 5' X 30' 35 0.75 BROWN 0.44 B HUNTER PROS- 06- CV- R- MPLCS515 (IVORY) ROTARY STRIP SPRAY CORNER STRIP 6'X 15' 35 0.75 IVORY 0.21 B g HUNTER PROS- O6.CV- R- MPRCS515 (COPPER) ROTARY STRIP SPRAY CORNER STRIP 6'X 15' 35 0.75 COPPER 0.21 B NOTE: ALL SPRINKLER HEADS LISTED ABOVE SHALL HAVE A MANUFACTURER'S PURPLE CAP OR NOZZLES INDICATING RECYCLED WATER (� HUNTER HQ44- LRC -AW -R QUICK COUPLER VALVE C ® HUNTER ICV- XXX -FS -R REMOTE CONTROL VALVE W/ FILTER SENTRY & PURPLE HANDLE D ® EXISTING IRRITROL "TOTAL CONTROL" CONTROLLER (PROTECT IN PLACE) Q HUNTER IC- 1800 -PP I -CORE CONTROLLER WITH WIRELESS SOLAR SYNC (WSS) - INSTALL SOLAR SYNC PER MANUF. SPEC. IN LOCATION G APPROVED BY ARCHITECT ® BALL VALVE -DURA COMPACT - SOCKET ENDS (2 "AND SMALLER) E ® BALL VALVE- DURA TRUE UNION BALL VALVE (2- 1 /2 " AND LARGER) F 0 RECYCLED WATER SIGN M NOTE: ALL VALVE BOXES SHALL HAVE A "PURPLE" LID INDICATING RECYCLED WATER EXISTING PVC MAINLINE (VERIFY LOCATION) ---(L - EXISTING LATERALS AND SPRINKLER HEADS SCHEDULE 40 PVC LATERAL (MIN. 12" COVER) -PURPLE PIPE REQUIRED H SCHEDULE 40 PVC MAINLINE (MIN. 18 "COVER ), FOR 1-1/2" AND SMALLER AND CLASS 315 FOR 2" AND LARGER HIJ PURPLE PIPE REQUIRED ( MASONRY SAND BEDDING REQUIRED) SCHEDULE 40 PVC SLEEVES (2 TIMES DIAMETER OF THE PIPE ENCLOSED) I UNDER VEHICULAR PAVING, USE SCH.40 SLEEVES W/ 36" COVER FOR PRESSURE MAINLINE (30" COVER NON - VEHICULAR) UNDER VEHICULAR PAVING, USE SCH. 40 SLEEVES W/ 30" COVER FOR NON - PRESSURE LATERAL LINES (24" UNDER NON - VEHICULAR) STATION NO. GPM VALVE SIZE Landscape Architecture • Planning Old Grove Business Park 9666 Businesspark Avenue, Suite 103 _ San Diego, CA 92131 -1646 p 858.578.2600 • Fax 858.578.7292, 1 10 -014 PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY- IRRIGATION LEGEND & NOTES FOR: DATE: _A !^ 4 SCRIPPS MEMORIAL HOSPITAL 10747 -1 2 ZL IL MASIH MAHER, C42519 LA ENC WATT DEVONSHIRE DRIVE WIDENING PROJECT R.C.E. NO. PUBLIC S DIRECTOR 354 SANTA FE DRIVE pq ENGINEER EXP. DATE; S /18 j 1Z DATE: 1--7.(,12, WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEE 2_1 OF 34 A S %3u147- &,`Z77 SIDEWALK OR CURB 2„ MIN. '® C SEE LEGEND FOR TYP DEG. ELLS A 12" POP - NO SCALE 1% 3" 0 2 CU. FT. /3 " DEPTH (MIN 3/4" WASHED GRAVEL A. FOR REMOTE VALVES USE REC. PLASTIC VALVE BOX B. ALL BOXES FOR RECYCLED WATER USE SHALL HAVE C. ALL THREADED JOINTS SHALL BE ASSEMBLED WITH D. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTI AROUND 1/2" PIPE - REMOVE PIPE) D REMOTE CONTROL VALVE V NO SCALE —III ry 0 1 Li 12" POP -UP SPRAY OR ROT01 HEAD W/ FACTORY INSTALLED ANTI -DRAIN VALVE ASSEMBLE FITTINGS AND NIPPLES WITH TEFLON TAPE (TYPICAL) ALL HEADS USED FOR RECYCLED WATER SHALL HAVE PURPLE CAPS 2" IN GROUNDCOVER/ SHRUB AREA ONS 1. 80 PVC NIPPLE NGTH AS REQUIRE SCH. 80 NIPPLE (2 IN. LEI` HIDDEN) AND SCH. 40 ELL "X17 "X11 -3/4 ") RPLE MOLDED LIDS. ON COATED TAPE (TYP.) N VALVE BOX (WRAP 20 TIMES 2" MIN. cd n d IIIIII IIIIII IIIIII ASSEMBLE FITTINGS AND NIPPLES WITH TEFLON TAPE (TYPICAL) ALL HEADS USED FOR RECYCLED WATER SHALL HAVE PURPLE CAPS NGTH AS REQUIRED TEE B 6" POP -UP HEA NO SCALE EDGE OF FIXED IMPROVEMENT 12" MIN. 1/2" LAWN AREA 18" MAX. 2" GROUNDCOVER/ SHRUB AREA ,e n s. 1% III VIII 6" POP -HP SPRAY OR ROTOR W/ FACTORY INSTALLED CHECK VALVE NGTH AS REQUIRED LEGEND FOR TYPE AND BOX W/ LOCKING LID (LENGTH AS REQUIRED) 3" SCH. 40 PVC FEMALE 11N. ADAPTER 2 CU. FT. /3" DEPTH ( 3/4" WASHED GRAVEL TER ILSbO�i�d23$ii`a�51 >�'1" A. ALL BOXES FOR RECYCLED WATER USE SHALL HAVE PURPLE MOLDED LIDS. B. ALL THREADED JOINTS SHALL BE ASSEMBLED WITH TEFLON COATED TAPE (TYP.) C. NO CLOSE NIPPLES SHALL BE USED ON INSTALLATION. 1 PLASTIC BALL VALVE (2" & SMALLER) NO SCALE 1/2" IN LAWN AREA o" IAI (,Dr)I IA nrn \ /CD/ 1/2" LAWN 2" GROUND SHRUB ARE 0 A. FOR QUICK COUPLERS, USE RD. PLASTIC VALVE BOX (10" DIA.) B. ALL BOXES FOR RECYCLED WATER USE SHALL HAVE PURPLE MOLDED LIDS. C. ALL THREADED JOINTS SHALL BE ASSEMBLED WITH TEFLON COATED TAPE (TYP.) D. QUICK COUPLERS USED WITH RECYCLED WATER SHALL BE OF THE TYPE APPROVED FOR RECYCLED WATER. QUICK COUPLER IN VALVE BOX NO SCALE A. FOR BALL VALVES 2 -1/2" AND UP USE REC. PLASTIC VALVE BOX (12 "X17 "X11 -3/4 ") B. ALL BOXES FOR RECYCLED WATER USE SHALL HAVE PURPLE MOLDED LIDS. C. ALL THREADED JOINTS SHALL BE ASSEMBLED WITH TEFLON COATED TAPE (TYP.) D. NO CLOSE NIPPLES SHALL BE USED IN INSTALLATION. BALL VALVE AND UNION (2 -1 /2" & LARGER NO SCALE UndwPowd SOW= tlat IEGUITO WATER D T TAS FIRE D P` RT KS AND RECREA C WORKS DEPAR s��` . OT REVIEWED B . REVIEWED B . REVIEWED B REVIEWED B . CAM am rw Signature Landscape Architecture • Planning Old Grove CUL TOLL = * 3/31/13 Business Park Renewal Date • 1- 800422 °4193 J, 19.n•�P 9666 Businesspark Avenue, Suite 103 lqT Date �� San Diego, CA 92131 -1646 DA DA DA DA F OF CA0. 858.578.2600 • Fax 858.578.7292 0149 Effm 30➢ °C ATURE EXPIRES 2 YEARS AFTER DATE 10 -014 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. REVIEWED BY: REVIEWED BY: arr of ENCINI AS ENCHMARK ENC -4& NORTHWEST PLANS PREPARED UNDER SUPERVISION OF IRRIGATION DETAILS FOR: CORNER OF COI CRETE DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL /� U V J FE DRIVE WEST OF NTERSTATE HIGHWAY 5 AT THE DATE: A = o�- SCRIPPS MEMORIAL HOSPITAL 10747 -1 NORTHEAST REI JRN INTO SCRIPPS MEMORIAL HOSPITAL DRIVE WIDENING PROJECT ENCINITAS. 2.5 BR DISC ENC -48 2004 ELEVATION IS VERTICAL Z z 12_ R.C.E. N0. MA51H MAHER, C42519 LA EN WATT DEVONSHIRE DF: 173.376 NAVD Az- ENGINEER PUBLIC W RKS DIRECTOR 354 SANTA FE DRIVE EXP. DATE: SI �� I L DATE: /Z WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEET OF 34 14S SIP/1 7- unao.�o®d 8aedos etxt uu eam sou o■ ®CAIL TOLE !HQ 1- 80--80 ■ 0422 -41: REVISIONS f� G 7 IFINISH GRADE STAINUESIS STEEL CONTROLLER MINI- LI W/ SENSOR GUARD (IF SP C FIED) POWE WITCH / GFI RECEPTACLE MAST R VALVE RELAY OR PUMP START RELAY (OPTIONAL) TERMINAL. 90 BENDS STRIP 3/4" PVC CONDUIT FOR 120 VAC — FROM M TERED POWER SUPPLY POUR 1D CONCRETE BASE - VOID 1" INEID1 B EDGE OF ENCLOSURE. FILL VOID / CONCRETE ( "QUICKPAD" BY STRO G OX MAY BE USED IN LIEU OF POURED B PAD) CONDUIT 8" FOR CONTROL .,,,,--PVC WIRES - SIZE AS REQUIRED _--�-1» PVP CONDUIT FOR FLOW SENS R CABLE #AEF 9516 -2SPL —1" PVb 6" CONDUIT FOR. CABLE G --�— GROU CONTROLLER ASSEMBLY BENDS 24" MIN.- 12" & LARGER PIPE 18" MIN.- 10" & SMALLER PIPE w SLC I IONS BENDS, CROSSES, & TEES ION TO MASTER VALVE NG REQUIREMENTS FOR — _Y SHALL CONFORM TO LECTRIC CODES JO ALL CONDUIT SHALL RUN OUT OF CONCRETE BASE INTO SWEEP ELLS I TEE CAPS SIZE 90 BENDS 45 BENDS LEGEND N �2 TEES CAPS CROSSES BELOW PAVING): A B A B A SMALLER B A C D A B 3 &4" 5" 8" 4" 6" 2" 6" 6" TRENCH 8" 14" 6" 6" 6" 8" 10" 6" 8" 3" 8" 8" 10" 20" 8" 8" 8" 12" 12" 8" 10" 5" 9" 9" V14" 12" 27" 9" 10" 10" 16" 14" 10" 12" 6" 10" 11" 14" 34" 11" 1212" 20" 16" 12" 14" 8" 11" 14" 16" 1 41" 1 14" I 14" J THRUST BLOC NO SCALE o%4k11EGUITO WATER DI ITAS REVIEWED B . REVIEWED IATURE EXPIRES 2 YEARS AFTER DATE EPARIJJ� F7S RKS AND RECREA REVIEWED / APPROVED DATE REFERENCES DATE I I BENCHMARK SCALE CITY OF ITAS BENCHMARK ENC -48. NORTHWEST CORNER CRETE DROP INLET ON NORTH SIDE OF SANTA HORIZONTAL • (� FE DRIVE WE OF INTERSTATE HIGHWAY 5 AT THE NORTHER RN INTO SCRIPPS MEMORIAL HOSPITAL ENCINITA, 2. " BRASS DISC ENC -48 2OD4 ELEVATION IS VERTICAL 173.376 NA 88 BRASS WORKS DEP REVIEWED I:l SPECS.) COMPACTED CLEAN FILL 9TC "r FOR TYPE 10' (TYPICAL) LEGEND LEGEND RY LATERAL LINE - MINIMUM 12" COVER (18" BELOW PAVING): SEE LEGEND FOR TYPE 3/4" 2„ MAINLINE - MINIMUM 18" COVER (24" BELOW PAVING): PVC CLASS 315 FOR 2 INCHES & LARGER / SCH. 40 PVC FOR 1 -1/2" & SMALLER » _ PIPE „ BEDDING „ „ „ AND TRENCH 4 61 SLEEVE CHART IS FOR THE CONVENIANCE OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION OF THE IRRIGATION PIPE AND WIRES. BACKFILL NO SCALE K 2. EXPANDS TO APPROPRIATE WIRE SIZE 3. SEALS ANY UNUSED HOLES TO PREVENT SOLVENT RUN OUT WIRE CONNECTION NO SCALE T PLANNING AND BLDG. DEPARTMENT REVIEWED BY: Z Lt. 1 L DAVE: PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO. ENGINEER EXP. SLEEVE CHART FOR IRRIGATION PIPE AND WIRES PIPE SCHEDULE 40 PVC SLEEVE SIZE CONTROLLER WIRES SCHEDULE 40 PVC SLEEVE SIZE 3/4" 2„ 1 -18 2„ 1" 2" 19 -24 2-1/2" » 9-1 » 25 -36 » _ 37 -48 „ 49 -72 „ „ „ 4 61 SLEEVE CHART IS FOR THE CONVENIANCE OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION OF THE IRRIGATION PIPE AND WIRES. SLEEVE CHART 24" NI/- 111NLIINt HN J I KLL I CURB & GUTTER SIDEWALK '• GC 12" MINIMUM RECYCLED WATER IRRIGATION MAINLINE W /SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. POTABLE SERVICE LINE CROSSING NO SCALE APPROVALS REVIEWED BY: _'AA /V4 MASIH MAHER, C42519 LA ENCE ATT PUBLIC WORKS DIRECTOR DATE: 5119112- DATE: 4--7-f-(2- r note Landscape Architecture • Planning Old Grove 3/31/13 Business Park Rat�`i�iLa 9666 Businesspark Avenue, Suite 103 San Diego, CA 92131 -1646 �9lFOF C0 1i1\ 0 A 858.578.2600 • Fax 858.578.7292 10 -014 CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. IRRIGATION DETAILS FOR: SCRIPPS MEMORIAL HOSPITAL 10747 -1 DEVONSHIRE DRIVE WIDENING PROJECT 354 SANTA FE DRIVE WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEET 23 OF ZP4 A S SU /LT � 0 N n a° m 0 ILTA- SEE WM —Q8 ABOVE FOR SIGN MATERIAL AND DIMENSION SPECIFICATIONS. SEE BELOW/ FOR GRAPHIC EXAMPLE 9 R 0 REg1 CLED WATER SIGN NO SC L 0 TRENCH MARKER TAPE INUIN- 1"KtJJUKt Ktt, TULtU VVH ILK PIPE FROM SPRINKLER HEAD TO SPRINKLER HEAD. WHENEVER THE LINE CROSSES THE POTABLE PIPE, NO SLEEVES REQUIRED. o �w F) J J FW- W UJ Q J Z W J J Z W Q W (1) RECYCLED WATER IRRIGATION MAINLINE CeT:7 _ E WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE WATER LINE IN CLASS 200 PURPLE COLORED PVC SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. As su/LF 300mn (12 ") MINIMUM MOUNTING SCREW LOCATION This site is it rrigated with RECYCLED WATERI xz OM 4 AGUA RECICLADA N 0 DO NOT NO BEBA g DRINK EL AGUA M _Q Agency Jur'sdiction of Name —138M (1Ii2 ") BORDER MOUNTING AGENCIY Of JURISDICTION TYPICAL ALL AROUND SCREW LOCATION NAME ONLY IF REQUIRED 450mIn (18") "DO NOT DRINK" SIGN "DO NOT DRINK "^°' SIGN, SEE DETAIL aecAraa D1R ® )6 'OVA [� ABOVE WOOD POST, SEE NOTE 4 BELOW N FINISH GRADE Q NOTES: 200rm1 (8") MIN 1) REFER T3 IFCTION 15151 OF THE SPECIFICATIONS 2) SIGNS 5 ALL BE MANUFACTURED OF-ALUMINUM SHEET, THICKNESS 1.6mn (0.063" OR 18 GAGE) 3) THE SIG4 SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS 4) SIGNS S4ALL BE MOUNTED ON A 10Qmn x 100mn 14" x 4 ") PRESSURE. TREATED WOOD POST 900nn ( 6 ") FROM FINISH GRADE. ATTACH THE SIGN TO THE POST USING 6.4mn x 38mn (114" x I'2') ANODIZED LAG SCREWS AND WASHERS (2 EACH) PATER AGENCIES STANDARDS RECYCLE WATER "DO NOT DRINK" SIGN COMMITTEE APPROVAL: 03/01/2001 BRAWING NUMBIR' WM -08 SEE WM —Q8 ABOVE FOR SIGN MATERIAL AND DIMENSION SPECIFICATIONS. SEE BELOW/ FOR GRAPHIC EXAMPLE 9 R 0 REg1 CLED WATER SIGN NO SC L 0 TRENCH MARKER TAPE INUIN- 1"KtJJUKt Ktt, TULtU VVH ILK PIPE FROM SPRINKLER HEAD TO SPRINKLER HEAD. WHENEVER THE LINE CROSSES THE POTABLE PIPE, NO SLEEVES REQUIRED. o �w F) J J FW- W UJ Q J Z W J J Z W Q W (1) RECYCLED WATER IRRIGATION MAINLINE CeT:7 _ E WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE WATER LINE IN CLASS 200 PURPLE COLORED PVC SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. As su/LF AS SIU /G7— I �9. itJ 5 LAG. 'MU5.' 0 24" BOX STD. 10 TIP. TIP. 15 GAL. STD. -10 RHA. IN0. '15 ALL.' 5 GAL. bb HET. ARB. 5 GAL. 1541 HEM. HYB. I GAL. ® 15" 0.0.1 MYO. PAR. 121 GOP. REP 'M.G.' FLATS 5 GAL. b" DEEP STABILIZED DECOMPOSED I -III -111-1 ENCINI TAS HOSPITAL PER COC DOCUMENT NO. 2010 - 0055174 A 6oOL0" AVAILIABLE THHRROV&H K (CASE NO. 06 -066 MUP 1DR 1E1A /CDP) ROCK (858."1485953) /It f- -I- 1 l - fi �' i t ANTIQUE (i ', GOBBLE PAVER5 - COLOR: j BROWN STONE PATTERN: MODIFIED i �� I i� if �, �� I� �� 11 HERRINGBONE (AVAILABLE THROUGH f - \ - - _ - - =--------- - - - - -- _ - -- -- -- -,. L _ .__ -- - -_ -'' -- —= I I � I k �' 1166 �� RGP BLOCK d BRICK - 619.460.1250) IN ALL PER MANUF. SPEC. #DETAIL 'H' -- ` • �l ._ . -tom'• " - R�E LYPIE _ —_._ ___ ..... _. __- _. 6 • - _ _ •� i 1� - _ ., X 1 }} > \ ALL TREES IN BIOSWALE AREA WILL LOCATED b" FROM; THE FLAT BASIN 6 �j - - -- -- _ _ _ i - _ -- - _ � ! DITCH ON THE EASTERN UP5LOPE. 5EE a - E NSHIRE VE � ERTYLINE DBTATLIJr � - Q _ .i_ RO ,RTY LINf� - - 0 - -- ' x— - - - -- -- 7 i °M X - - _ - - - - _ \ -�� R/W - - _ - 174) _ _ _ _ iI - LIJ Ljj f 1 � i =(171 � – I� v _ BLOC _ B E BLOC B '� BLOCK —� ' I� I�� BL OCK B -� �� Q I � – oo BLOCK _ � W LOT 4 �° Q - LOT ,, ,� LOT 2� � � � LOT 1 LOT 1 W i Lij µ I ENCINI TAS HIGHLA S AP NO. 2141 I a ( PLAN: DEVONSHIRE SCAM I RI VE o _ , POD. GRA. I I TRACHELOSPERMUM JASMINOIDES 24" BOX 5TD. 5 GAL. ® 18" 0.0.1 GAR. PAN. 40 015. BUG. 4" POT5 15 GAL. ESPALIERED b TRI. CON. 241150 5TD. %daromd 8 AWL SCA ri�ri L �!� ® 20 0 10 20 40 — SignaWm Landscape Architecture • Planning Old Grove R3••al Date Business Park �igj. 9666 Bn Avenue, Suite 103 i —M422 -4133 IN FEET � � sf \� Diego, C 9lF—�t &� San Diego, CA 92131-1646 1 INCH — 20 FP. OF CAFE 858.578.2600 • Fax 858.578.7292 M • wm m nu m - 10-014 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK ENC -,�6. NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: PLANTING PLAN FOR: 14 CITY OF ENCM 4Lr G CORNER OF 00 FE DRIVE WEST CRFIE OF! DROP INLET ON NORTH SIDE OF SANTA INTERSTATE HIGHWAY 5 AT THE INTO SCRIPPS MEMOINAL HOSPITAL. DISC ENC -48 2004 ELEVATION IS HORIZONTAL VERTICAL AS SHOWN AS SHOWN -- z z t IZ DATE: R.C.E. N0. /I/1•/l/1 w�j— MASIH MAHER. C42519 LAWREN4 A WATT PUBLIC WORKS DIRECTOR SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE DRIVE WIDENING PROJECT 354 SANTA FE DRIVE 10747 =I As U i tt • NORTHEAST ENCINITAS. 25 DATE: 171376 NAVD ENGINEER UP. DATE: 5118112- DATE: S Z/ • <2� WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEET 2? OF'�4 - AS SIU /G7— I �9. itJ ,q-s auitr I v -� LLJ 1►w NN Ai L_Aj � zim U O J 10 24" BOX ,v TRI. CON. STD. i 9 TIP. TIP. O IS GAL. STD. I / ! f / a 15" O.G. MYO. PAR. 'PRO.' FLATS GOP. REP 'M.G.' �� 5 GAL. -' \ ENCINI TAS HOSPITAL PER COC DOCUMENT NO. 2010- 0055174 %PER -�r — ♦ � ��= °�_ (CASE NO. 06 -066 MUPIDRIEIAICDP) / / 1 6" CONCRETE CURB ° _�! �' �y pR / . j/ /� j _/ ♦ �� /_ ,� I� C t HET. ARB. 8't -�� - ♦ ♦ � � _� _ � /� I z ♦ I O 5 GAL.. r --' 109 - I OAL. •- � � (.'- , ;; _ -. 7_ = �, — - - ` - - 0 • -- - - - -- _F - Y _ 1N $1.05Y9AL - AR(*4!"IILL BE" -� - __:ALL - - - - -- -E- - -- - - - ° -� " --- - - -- � � I i D� C.H ON HE EASTEHE t5L0 E51 SEE \ '10 I°S GAL. ESPALIERED - - ' PWaRTTY LINE - — - - -- - -- - -- - - ! -- - -- — - - - - - - - - -� - �anaEl?- TK-�IN0- -- - EdN SHIRE - ;��-� 21 +00 J -� -- - �+ - -- - - T� =- - - -- - -- -- - - - - - - -- - - 1 69 _- DRIVE } - - -- �—� - _ T - -_ - - C 8 �,- I LO K B I - -- -- X _- BLOCK B ( BLOCK B - - - - - ° I�'OC1� B -- , � 1 r 7 i; -��I i �= LoT 6 ' I r� r _ - 5 LOT LOT 4 CN W W W - _'� III - �� 1 IrA HIGHLA -� AP NO. 2141 (iii PLAN. DEVONSHIRE DRIVE -- - -- � Z v cn W / SCALE 1 20 0 `p41SCAPf9 CUL UL m 20 0 10 20 40 yy re Landscape Architecture •Planning Old Grove T R }oral Data Business Park sl(1�� 9666 103 1 -800422-4199 IN FEET anslDegoaCA92131- FOF , 646 1 INCH = 20 Ff. CA 858.578.2600 • Fax 858.578.72 10 -014 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. -GQpA6cF (41, EN OF', NIrAS BENCHMARK ENC -48. NORTHWEST CRETE DROP INLET ON NORTH SIDE OF SANTA OF INTERSTATE HIGHWAY 5 AT THE RN INTO SCRIPPS MEMORIAL HOSPITAL. 5• BRASS DISC ENC -48 2004 ELEVATION IS HORIZONTAL -AS SHOWN VERTICAL AS SHOWN REVIEWED BY 2 LL IL PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. N0. REVIEWED BY: ,/�/1•� Q� MASH MAHER, C42519 LAWREN A. WATT PUBLIC WORKS DIRECTOR PLANTING PLAN FOR: SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE DRIVE WIDENING PROJECT 354 SANTA FE DRIVE 10747-1 Al P tiYf1�U CITY OF CORNER FE S GUILTS r I6 NOR ENCINIT DA YE: 173376 NA 86 ENdNEER EXP. DATE $ 1$ �Z DATE: Z/ r (Z _, � WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEETf2y1 OF 34 ,q-s auitr AS sUi-T PLANT LEGEND SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME 51ZE REMARKS 5PACIN6 DETAIL TREES {1 O LAG. 'MUS.' LA6ER5TROEMIA 'MU5KOGEE' GRAPE MYRTLE 24" BOX STD.; MIN. a' HT. X 3' SP. AS SHOWN AB PREVAILING WI DI, (4) TREE TIES MIN. TWO AT TOP OF STAKES O+ POD. GRA. PODOGARPUS GRAGILIOR FERN PINE 24" BOX 5TD.; MIN. 9' HT. X 3' SP. AS 5HOWN AB /J OTHERS WHERE NEEDED TO SUPPORT TREE 1 I TREE STAKES SET ° TIP. TIP. TIPUANA TIPU TIPU TREE 15 GALLON STD.; MIN. 7' HT. X 2' SP. AS SHOWN AB OUTSIDE OF ROOTBALL Ii 6" MIN. TEMPORARY BA51N (UNTIL END OF MAINT. PERIOD) TRI. CON. TRISTANIA CONFERTA BRISBANE BOX 24" BOX STD.; MIN. 10' HT. X 4' SP. AS SHOWN A/5/`J 0 L O SHRUBS N 0 4 6 MIN. BA51N ua -j V M O GOP. REP. 'M.O.' COPR05MA REPEN5 'MARBLE QUEEN' MIRROR PLANT 5 GALLON FULL, BUSHY, GOOD COLOR AS SHOWN C/D FIN15H GRADE 0 HEM. HYB. 'YEL.' HEMEROGALLIS HYBRID 'YELLOW' DAYLILY I GALLON FULL, BUSHY, GOOD COLOR AS SHOWN CAD FERTILIZER TABS (PER SPEC) _ PREPARED BAGKFILL MIX (PER SPEC.) O HET. ARB. HETEROMELES ARBUTIFOLIA TOYON 5 GALLON FULL, BUSHY, GOOD COLOR AS SHOWN G/D DEPTH OF ROOTBALL III .:.-� = ROOTBALL - SET I" RHA. IND. 'BAL.' RHAPHIOLEP15 INDIGA 'BALLERINA' INDIAN HAWTHORN 5 GALLON FULL, BUSHY, GOOD COLOR AS SHOWN CAD — _ ABOVE FINISH GRADE 4f -- SLOPE I" PER FT. 1 III I I I VINES — 4" PERF. PVC DRAIN PIPE I (SURROUND H/ FILTER FABRIC $ A PIS. BUG. DISTIGTIS BUCCINATORIA BLOOD -RED TRUMPET VINE 15 GALLON E5PALIARED, FULL, GOOD COLOR AS 5HOAN E 6" — 12" III TOP W/ PVC DRAIN GAP (5LK.) 2X ROOTBALL 315" PEA GRAVEL 5UMP GROUNDCOVER L7REE PLANTING ND 57A<ING A NO 50ALE ® GAR. PAN. GAREX PAN5A DUNE SEDGE 4" POTS FULL, BUSHY, GOOD COLOR 15110.0. F MYO. PAR. 'PRO.' MYOPORUM PARVIFOLIUM 'PR05TRATUM' NON FLATS FULL, GOOD COLOR 15" O.G. F NOTE: 1. ANY TREES PLANTED WITHIN V OF ANY PAVIN67/1-1ARD50APE SHALL HAVE A ROOT BARRIER. ROOT BARRIER HILL BE B105ARRIER OR APPROVED EQUAL. INSTALL PER DETAIL 'G' 8 MANUF. SPECS. TREES WITHIN THE BIOSHALE HILL HAVE A BIOBARRIER INSTALLED PER DETAIL 'J' 8 MANUF. SPECS. PREVAILING WIND 2. ALL PLANTING AREAS, INCLUDING SLOPES, HILL RECEIVE 2" MIN. DEPTH OF (4) TREE TIES MIN. TWO BARK MULCH EXCEPT FOR THE BIOSHALE AREAS. AT TOP OF STAKES OTHERS WHERE NEEDED TO SUPPORT TREE TREE STAKES SET OUTSIDE OF ROOTBALL 6" MIN. TEMPORARY BASIN (UNTIL END OF MAINT. PERIOD) �LU FIN15H GRADE u'uI WR' V SHRUB Q CHAMFER TO PREVENT 3" MIN. BASIN SLOPE I" PER FT. 6" MIN. BASIN _ 501L 5L000HING FERTILIZER TABS PER SPEC. " III PREPARED BAGKFI MIX PER SPEC. III FINISH GRADE DEPTH OF III _ ROOTBA III -I it B - ABOVE FIN15H GRADE a - DEPTH OF III _ -III- —_ SOIL SLOUGHINPOEVENT I- DEPTH OF (I 12 BACKFILL MIX 4" PERF. PVC DRAIN PIPE ROOTBALL FERTILIZER TABLETS _ ROOTBAL III FERTILIZER TABLETS 6 X RO 5 RROUND FILTER FABRIC 8 AL -III (PER SPEC.) III 171177-7 — (PER SPEC.) TOP W/ PVC, DRAIN GAP (BLK.) _ III III ( ROOTBALL - SET GROWN 12" 3/8" PEA GRAVEL 5UMP - III I 1 1 ROOTBALL - SET GROWN I ABOVE FINISH GRADE — -III 2X ROOTBAL I" ABOVE FINISH GRADE 2X ROOTBALL OFE I" PER FT. Ti�EE FLAN I G AND STAKING / SLOPE B C SHRUB FLANTINO D SHi�'UB FLAN7INI5 / SLOPE NO SCALE NO SCALE NO SCALE SCAPF ioMawarowa B..b. Aimll; IEGUITO WATER DI CT PINO TAS FIRE PAR KS AND RECREA3 C WORKS DEPAR rJm�mm REVIEWED B . '`Y REVIEWED BY: • i. REVIEWED B . REVIEWED ... V ' =- Landscape Architecture • Planning Old Grove 5 nature .K 3 31 13 Business Park R e�al Date 966 Suite 1- 800488 -4133 .' �� 91F CAI�� 83 . OF 858 578�Dieg Fax 70 0®801'° 10° DATA° SIGNA E EXPIRES 2 YEARS AFTER DATE DATE: D mk 1 0-014 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CI TY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. CITY OF EN NI S BENCHMARK ENC -48, NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: PLANTING LEGEND & DETAILS FOR: CORNER OF FE DRIVE NORTHEAST DROP INLET ON NORTH SIDE OF SANTA INTERSTATE HIGHWAY 5 AT THE RN INTO SCRIPPS MEMORIAL HOSPITAL HORIZONTAL 'L DATE: .��- MASIH MAHER• C425I9 LAwREN A WATT SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE DRIVE WIDENING PROJECT 10747 -) S 1 VES sl • ( ENCINITAS 5'i BRASS DISC ENC -48 2004 ELEVATION IS VERTICAL /2 L 1 L R.C.E. NO. PUBLIC KS DIRECTOR 354 SANTA FE DRIVE DATE. 173378 NA j ENgNEER EXP. DATE: 5�� I L DATE: S r /2_ WORK PROJECT N0. 06 -086 MUP /DR/EIA /CDP - SHEET 2� . AS sUi-T PART1 - GENERAL 1.1 GENERAL CONDITIONS A. THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, AR THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS IF REPEATED HEREIN. 1.2 SCOPE: A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTA NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AN GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS Fl. HEREIN. 1. RELATED WORK a) LANDSCAPING SECTION 02480 1.3 SUBMITTALS A. SUBMIT A LIST OF ALL IRRIGATION PRODUCTS TO BE USED, MANUFAC' MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS. 1.4 GUARANTEE A. FURNISH GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIOI ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE - AT THE ( MAINTENANCE PERIOD - ON COMPLETE WATER IRRIGATION SYST SETTLING OF THE BACKFILL IN TRENCHES WHICH, IF OCCURS, SH INCLUDING REPAIRS AND /OR REPLACEMENT OF ANY MATERIAL DA THEREFROM. 1.5 OBSERVATION A. IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED L AND /OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR HIS R CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND DISTRIC' TWO (2) WORKING DAYS IN ADVANCE OF THE TIME SUCH OBSERVATION REQUIRED. 1. PRE -JOB CONFERENCE - 7 CALENDAR DAYS 2. LOCATION OF IRRIGATION SLEEVES - 48 HOURS 3. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING - 4 4. PRESSURE MAINLINE INSTALLATION AND TESTING - 48 HOURS 5. LATERAL TRENCH DEPTH CHECK -48 HOURS 6. COVERAGE TEST - 48 HOURS 7. FINAL INSPECTION - 48 HOURS NOTIFY THE SAN DIEGUITO WATER DISTRICT 24 HOURS IN ADVAN WORK. NOTIFY THE CITY OF ENCINITAS 24 HOURS IN ADVANCE OF CONSTRUCTION. B. THE CONTRACTOR SHALL CONTACT THE DISTRICT'S INSPECTION DEI WATER DEPARTMENT) AND ARRANGE FOR A COVERAGE WALK THROL OWNER'S REPRESENTATIVE MUST BE IN ATTENDANCE ALONG WITH P MAKING SYSTEM ADJUSTMENTS. IF MODIFICATIONS TO THE SYSTEM A THAN MINOR ADJUSTMENTS, THE OWNER WILL BE NOTIFIED IN WRITI REQUIRED. TO AVOID SUSPENSION OF SERVICE, THE MODIFICATIONS TO RESPONSIBILITY OF THE OWNER, APPLICANT, OR CUSTOMER AND SAII OR CUSTOMER SHALL PAY ALL COSTS ASSOCIATED WITH SUCH MODIFICI C. WHEN OBSERVATIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LE OR THE LANDSCAPE CO- ORDINATOR, SHOW EVIDENCE OF WHEN A INSPECTIONS WERE MADE. D. NO OBSERVATION WILL COMMENCE WITHOUT AS -BUILT DRAWINGS. CONTRACTOR CALLS FOR AN OBSERVATION WITHOUT AS -BUILT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPAP OBSERVATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOP LANDSCAPE ARCHITECT OR THE LANDSCAPE CO- ORDINATOR AT THE HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIE OBSERVATIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAIE SECTION 02441 ADDED PART OF ION AS FULLY AS AND EQUIPMENT SPECIFIED. THE AS IF REPEATED BROCHURES, FOR A PERIOD OF CLUSION OF THE INCLUDING NON BE CORRECTED, ;ED THEREBY OR IS: EQUIRED AND /OR 41D ER THE DIRECTION P ESENTATIVE, THE El IGINEER AT LEAST k /OR DIRECTION IS OF BEGINNING OF BEGINNING TMENT (CITY AND THE OWNER OR ONS CAPABLE OF REQUIRED, OTHER OF THE CHANGES SYSTEM ARE THE AINER, APPLICANT JOPCAPE ARCHITECT DIBY WHOM THESE E. THE FOLLOWING ITEMS MUST BE COMPLETED TO THE SATISFACTION ENGINEER BEFORE PERMANENT SERVICE WILL BE ESTABLISHED. O S REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: 1. UPON LAYING OUT OF PIPING LINES, VALVES, BACKFLOW AND CONT OI 2. UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT CC E THEY HAVE BEEN OBSERVED AND APPROVED. 3. UPON INSTALLATION AND TESTING OF VALVES, QUICK CO JP PREVENTION DEVICE, AUTOMATIC CONTROLLERS, AND CONTROL V, QUICK COUPLER VALVES, VALVE BOXES, CONTROLLERS A E COMPONENTS ARE CLEARLY IDENTIFIED WITH THE PROPER M F DISTRIBUTION OF EITHER RECYCLED OR POTABLE WATER. 4. WHEN CONTROLLER CLOCKS ARE SET TO OPERATE DURING THE AP R( 5. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE LANDSCAPE ARCHITECT AND DISTRICT INSPECTORS SHALL P RI TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE: F COMPLETE AND ADEQUATE. WINDBLOWN SPRAY, RUNOFF AND C LIMITED OR PREVENTED. THE CONTRACTOR SHALL FURNISH AL PERFORM ALL WORK REQUIRED TO CORRECT ANY COVERAGE INAEE L 6. FINAL OBSERVATION AND PERFORMANCE TEST SHALL BE AT THE 1 FINAL OBSERVATION OF THE LANDSCAPE WORK. 1.6 TESTING THE EVENT THE WINGS, WITHOUT THE SYSTEM FOR - IMBURSING THE E OF $125.00 PER NO FURTHER OF THE DISTRICT RVATION WILL BE WHEN PIPES ARE ANY LINES UNTIL :RS, BACKFLOW VES AND WIRES. OTHER SYSTEM NGS INDICATING 'ED HOURS. HE PRESENCE OF IRM A COVERAGE ANTING AREAS IS DING HAVE BEEN MATERIALS AND CIES. MME TIME AS THE A. GENERAL 1. CONTRACTOR SHALL FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT 2. CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY. B. TESTS 1. MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER /DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED (IF ALLOWABLE). NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED. 2. THE TEST PRESSURE SHALL BE A MINIMUM OF 150 PSI AND SHALL BE MAINTAINED FOR A MINIMUM DURATION OF 4 HOURS. NO LEAKAGE (DROP IN PRESSURE) SHALL BE ALLOWED. IF LEAKAGE EXCEEDS THIS RATE, THE LEAK POINTS SHALL BE LOCATED AND REPAIRED, AND THE HYDROTEST REPEATED UNTIL THERE IS ZERO LEAKAGE. ONLY POTABLE WATER SHALL BE USED FOR HYDROTESTING AND FLUSHING. 3. ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES. 4. ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. 1.7 ADJUSTING SYSTEM A. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES AS MUCH AS POSSIBLE. B. IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. C. ADJUST REMOTE CONTROL VALVES SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. 1.8 COVERAGE TEST A. WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE CO- ORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUNDCOVER IS PLANTED. 1.9 DIRECT BURIAL CONTROL WIRES A. ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. 1.10 FINAL ACCEPTANCE A. WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. 1.11 MINOR ADJUSTMENTS A. MINOR ADJUSTMENTS (LEVELLING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD. 1.12 RECORD DRAWINGS A. RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON - PRESSURE LINES AND APPURTENANCES. B. ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. C. UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, PROVIDE A LEGIBLE COPY TO THE LANDSCAPE ARCHITECT. D. UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS -BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 1/4 INCH IS SIZE.SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: 1. POINT OF CONNECTION EQUIPMENT (INCLUDING BACKFLOW, MASTER VALVE, ETC.) 2. ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) 3. GATE / BALL VALVES 4. IRRIGATION CONTROL VALVES 5. QUICK COUPLER VALVES 6. ROUTING OF CONTROL WIRES 7. AUTOMATIC CONTROLLERS 8. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) E. MAINTAIN AS -BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME. F. MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB -SITE DURING CONSTRUCTION. 1.13 CONTROLLER CHART A. AS -BUILT DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED. B. PROVIDE TWO (2) CONTROLLER CHARTS OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY THAT AUTOMATIC CONTROLLER AND A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED. C. THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS -BUILT SYSTEM DRAWING. THE LINE WEIGHTS AND LETTERING ON THE ORIGINAL CONTROLLER MAP DRAWING SHALL BE SO DRAWN THAT, WHEN REDUCED, IT IS CLEARLY LEGIBLE. D. CHART SHALL BE BLACKLINE PRINT AND A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. E. WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK. F. CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. 1.14 OPERATION AND MAINTENANCE MANUALS A. PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING: 1. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. 2. DURATION OF GUARANTEE PERIOD 3. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. 4. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. B. IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED. 1.15 CHECK LIST A. COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: 1. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) 2. MATERIALS APPROVAL (SIGNED SUBMITTALS) 3. PRESSURE MAINLINE TEST (BY WHOM AND DATE) 4. AS -BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE) S. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) 6. MATERIALS FURNISHED (RECEIVED BY AND DATE) 7. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) 8. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) 9. MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) 10. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) 11. FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1.16 GENERAL REQUIREMENTS A. CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE DISTRICT. B. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. CONTRACTOR SHALL CONFIRM AND LOCATE EXISTING TELEPHONE, WATER, GAS, CABLE T.V., ELECTRICAL, COMPUTER LINES, SEWER, AND STORM DRAIN PRIOR TO EXCAVATION OPERATION. C. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. D. LANDSCAPE HEADERS AND MOWING STRIPS SHALL BE IN PLACE BEFORE INSTALLATION OF SPRINKLER SYSTEM. E. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. F. PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. G. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. H. IRRIGATION MAINS AND LATERALS SHALL BE THOROUGHLY FLUSHED TO REMOVE DIRT, SCALE, OR OTHER DEBRIS. AFTER FLUSHING, CAP LINES TO PREVENT CONTAMINATION PRIOR TO INSTALLATION OF VALVES AND HEADS. I. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. J. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES, AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. VERIFY LOCATIONS OF WATER AND ELECTRICAL POINTS OF CONNECTION WITH OWNER. K. PERMISSION TO SHUT OFF ANY EXISTING IN -USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT -OFF. L. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS PERTINENT TO THE EXECUTION OF WORK. M. ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW, WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. N. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. O. THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WORK HAS BEEN COMPLETED SATISFACTION TO THE OWNER JUDGING THE WORK. NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER. P. WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATIONS AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL. Q. THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT. R. SERVICE BY THE CONTRACTOR 1. THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNER'S REQUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICH IS NOT COVERED BY THE GUARANTEE. IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE. 2. INSPECT AND TEST CONTROLLERS AND GROUND FAULT. 3. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED FOR CONTROLLERS, AUTO -RAIN SHUT OFF SENSING SYSTEMS. 4. TRAINING IN OPERATION OF ALL EQUIPMENT 5. FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOR CONTROLLERS AGAINST ORIGINAL DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH THE APPLICABLE SUPPLIER. PART - PRODUCTS 2.1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. A. POLYVINYL CHLORIDE PIPE FOR RECYCLED WATER - PIPE SHALL BE SOLID PURPLE COLORED PVC MATERIAL CONFORMING TO THE FOLLOWING: 1. PVC PLASTIC PRESSURE LINES - FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS, SHALL BE PVC 1120, CLASS 315 -SDR 13.5 (2" AND LARGER) CONFORMING TO ASTM D2241 OR SCHEDULE 40 (1 -1/2" AND SMALLER), CONFORMING TO ASTM D1785. ENDS SHALL BE SOLVENT WELDED JOINTS CONFORMING TO ASTM- D2672. 2. PVC NON - PRESSURE LINES - FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES SHALL BE PVC 1120, SCHEDULE 40 (SDR 21), CONFORMING TO ASTM D2241. 3. IDENTIFICATION MARKINGS - SHALL BE CONTINUOUS ON TWO SIDES OF THE PIPE. MARKINGS SHALL INCLUDE THE NOMINAL PIPE SIZE, PVC TYPE, ASTM OR AWWA DESIGNATION, PRESSURE RATING AND THE WORDS "CAUTION- RECYCLED WATER." B. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. C. SLEEVES SHALL BE PVC SCHEDULE 40. SIZE SHALL BE AS PER THE DRAWINGS. SLEEVES FOR WIRES SHALL BE MINIMUM 2" DIAMETER. 2.2 FITTINGS AND CONNECTIONS A. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS - PVC 1120, SCHEDULE 40, MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2466. B. ALL RISERS AND SWING JOINTS SHALL USE SCHEDULE 40 PVC FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. C. BRASS PIPE FITTINGS AND CONNECTIONS - STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. D. FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. 2.3 AUTOMATIC CONTROL WIRE A. ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL. NEUTRAL WIRES: ( #12AUG MIN.) WHITE SPARE WIRES: ( #12 AUG MIN.) RED PILOT WIRES: ( #14 AUG MIN.) BLACK MASTER VALVE: ( #12 AUG MIN.) BLUE WIRES SHALL BE SIZED ACCORDING TO RUN, CONTRACTOR SHALL NOT VARY FROM THE ASSIGNED COLORS UNLESS WRITTEN APPROVAL IS GIVEN. 2.4 AUTOMATIC CONTROLLERS A. CONTROLLERS SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL WATER, ELECTRICAL AND DRAINAGE SERVICES, READY FOR OPERATION. UNIT SHALL BE ELECTRIC, SELF- CONTAINED OUTDOOR TYPE, WALL- MOUNTED, OR APPROVED EQUAL. SEE LEGEND AND DETAILS FOR CONTROLLER ENCLOSURE. B. CONTROLLERS SHALL HAVE NUMBER OF STATIONS AS SPECIFIED ON DRAWINGS. C. CONTROLLERS SHALL BE THE LATEST MODEL OF THE PARTICULAR MANUFACTURER SPECIFIED. u,oara se<.>b. A.t IEGUITO WATER DIS ITAS FIRE DEP TM ARKS AND RECREA TI LIC WORKS DEPART REVIEWED B . REVIEWED B REVIE REVIE Landscape Architecture • Planning Old Grove g3113 Business Park �� TOTE �� / w i� ooe. • 1- 8004 -41SS J/9l oaa ��Q 9666Sons�DegoaCAA92131 -1646 103 DA D p OF Ctl \E� 858.578.2600 • Fax 858.578.7292 1T01�6 nre 40° ATURE EXPIRES 2 YEARS AFTER DATE 10-014 REVISIONS APPROVED DATE REFERENCES DATE B NCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CITY OF ENCINITAS MARK ENC -4& NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: IRRIGATION SPECIFICATIONS FOR: CORNER OF CON OP INLET ON NORTH SIDE OF SANTA HORIZONTAL S L I.Q,•( FE DRIVE WEST OF N ATE HIGHWAY 5 AT THE DATE: . SCRIPPS MEMORIAL HOSPITAL 10747-1 NORTHEAST RETURN IN SCRIPPS MEMORIAL HOSPITAL MASIH MAHER, C42519 LAWRENC . WATr DEVONSHIRE DRIVE WIDENING PROJECT ENCINITAS. 2.5 BR SS DISC ENC -48 2004 ELEVATION IS VERTICAL 2 zz )L R.C.E. N0. PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE 173376 NAVD 88 DA ENGINEER EXP. DATE: �Ig /�� DATE: WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEET OF v4 /4S SUIL-T D. CONTROLLERS SHALL BE 120 -VOLT, 60 -CYCLE UNITS, COMPL -TI LY AUTOMATIC, AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. E. THE CLOCK AND ALL WORKING PARTS OF THE CONTROLLER SH LL BE CONTAINED WITHIN ONE PROTECTIVE COVER. 2.5 120 VOLT WIRE TO CONTROLLER A. 120 VOLT WIRE SHALL BE PER LOCAL CODE AS TYPE, SIZE, AND UALITY. INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOW GRADE FROM TH POWER METER TO CONTROL UNITS OR OTHER REQUIRED SERVICES. ALL SPLICES O BE IN APPROVED PULL BOXES. ALL WIRES TO BE TWIN COPPER OR OTHER DESIGNATI01 AS REQUIRED BY CODE. 2.6 CONTROL VALVES A. REMOTE CONTROL VALVES SHALL BE SHALL BE PER LEGEN ALVE SHALL BE PROVIDED WITH AN ADJUSTABLE FLOW CONTROL STEM AND SHALL BE P -RABLE MANUALLY WITHOUT ELECTRICITY. 2.7 VALVE BOXES RECYCLED A. VALVE BOXES SHALL BE PER INDUSTRY STANDARDS WITH SOLID PURPLE COLORED LIDS AS A MINIMUM. THE ENTIRE BOX MAY BE MOLDED FROM PURPLE COLORED PVC. THE LIDS SHALL HAVE THE WARNING "NON- POTABLE DO NOT DRINK" 114 E SIGLISH AND SPANISH AND THE INTERNATIONAL "DO NOT DRINK" SYMBOL. THE WARNINGS BE PERMANENTLY MOLDED INTO THE LID. VALVE BOX SHALL BE EITHER MANU CURED BY "AMTEK ", "BROOKS ", OR EQUAL. B. ALL VALVES INCLUDING FLOW METER, PRESSURE REGULATI G ALVES, MASTER VALVES, REMOTE CONTROL VALVES, GATE VALVES, BALL VALVES AN ICK COUPLER VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN )ETAILS. ALL SHALL BE MARKED "F ", "PRV ", "MV ", "RCV ", "GV ", "BV ", OR "QC" RESPEC IV ELY WITH STATION NUMBERS FOR CONTROL VALVES HOT BRANDED ON THE VAL VE COVER. OTHER BOXES SUCH AS PULL BOXES, ETC. SHALL BE MARKED ACCORDINGLY. C. FOR REMOTE CONTROL VALVES 10" X16" X13" PLASTIC METE B X D. FOR BALL VALVES 2" AND SMALLER - 10" DIAMETER ROUND F LA STIC VALVE BOX E. FOR BALL VALVES 2 -1/2" AND LARGER -10" X16" X13" PLASTIC TER BOX. F. FOR QUICK COUPLER VALVE - 10" DIAMETER PLASTIC VALVE BOX G. FOR FLOW SENSORS AND MASTER VALVES -JUMBO PLASTIC ME ER BOX 15" X 20" X 12" W/ EXTENSION. 2.8 SPRINKLER HEADS A. SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED E U L. ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK V kLVE UNDER EACH HEAD. THEY SHALL HAVE PURPLE IDENTIFICATION BY MOLDED PLASTIC OR ATTACHABLE RING OR DISC. 2.9 QUICK COUPLER VALVE ASSEMBLIES RECYCLED A. QUICK COUPLER VALVES SHALL BE ACME THREADED TYPE F R OPERATION WITH A SPECIAL KEY. THEY SHALL BE CONSTRUCTED OF BRASS WI1 H A SOLID PURPLE COLORED LOCKING RUBBER OR VINYL COVER. THE COVER SHALL HAVE THE WARNING "NON- POTABLE DO NOT DRINK" SYMBOL. THE WARNING SHALL BE PERMANENTLY MOLDED INTO THE COVER. B. QUICK COUPLER KEY SHALL BE OF BRASS /BRONZE WITH A H S BIBB ASSEMBLY. 2.10 BALL VALVES A. SHALL BE AS SHOWN ON PLAN 2.11 CONCRETE FOOTINGS A. SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2.12 BACKFILL A. SHALL BE CLEAN FILL SOIL WITH ALL TRASH AND DEBRIS RE O, ED. ALL MATERIAL %" AND LARGER SHALL BE REMOVED. 2.13 WARNING TAPE - RECYCLED A. SHALL BEAN INERT PLASTIC FILM FORMULATED FOR PROLO I G D UNDERGROUND USE. THE MINIMUM THICKNESS SHALL BE 4 MM AND THE OVERALL Nil ITH SHALL BE A MINIMUM OF 3 INCHES. THE TRAPE SHALL HAVE PURPLE PRINTING ON A I ILVER BACKGROUND WITH THE WORDS "CAUTION - RECYCLED WATERLINE BELOW." 2.14 WARNING LABELS AND SIGNS A. SHALL BE REQUIRED AND INSTALLED PER APPROVED SIGNA E DLANS. LABELS AND SIGNS SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR APP OV OiL PRIOR TO INSTALLATION. THE LABELS AND SIGNS SHALL NOTIFY THE PUBLIC THAT TH E S YSTEM CONTAINS RECYCLED WATER THAT IS UNSAFE TO DRINK. THEY SHALL E E + N ENGLISH AND SPANISH. AS A MINIMUM, SIGNS SHALL BE INSTALLED AT IMPOUNDMEN 'S INGRESS AND EGRESS POINTS, AND ON THE EXTERIOR FRONT PANEL OF THE IRRIGA TIC N CONTROLLER. 2.15 CONTRACTOR SHALL PROVIDE TO THE OWNER: A. SIX (6) CONTROL VALVE KEYS. B. FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF PRINKLER HEAD. C. SIX (6) QUICK COUPLER KEYS AND SIX (6) HOSE BIBB ASSEMBLIES. D. TWO (2) 48" TEE WRENCHES FOR OPERATING BALL VALVES. E. FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CCI TROLLER. PART - EXECUTION 1.1 GENERAL REQUIREMENTS A. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPRO IM ATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY TO MEET EXISTIN C (PNDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WO K NND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATION. B. INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 1.2 INSTALLATION OF IRRIGATION SYSTEM A. EXCAVATION AND BACKFILLING OF TRENCHES 1. EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. 2. DEPTH OF TRENCH a) PVC PRESSURE LINE: SEE DETAILS AND LEGEND (18" MIN.) b) PVC NON - PRESSURE LINE: SEE DETAIL AND LEGEND (12" MIN.) 3. TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD a) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. 4. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE % INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. 5. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. 6. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. 7. BACKFILL MATERIAL SHALL BE PER PLANS AND SECTION 2.12. 8. UNDER EXISTING AND /OR PROPOSED PAVEMENT a) TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING WHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK. b) PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALT PAVING. c) USE 3" METALLIC IDENTIFICATION TAPE "IRRIGATION" 18" ABOVE LINE d) PROVIDE FOR A MINIMUM COVER OF 18 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING. e) SECURE PERMISSION FROM THE OWNER/DEVELOPMENT BEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, AND SHALL BE AT NO ADDITIONAL COST TO OWNER/DEVELOPMENT. B. INSTALLATION OF POLYVINYL CHLORIDE PIPE 1. BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. 2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED AND /OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. 4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP -EDGED OBJECTS. 5. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. 6. PIPE SHALL BE SNAKED FROM SIDE -TO -SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. 8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND ,A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 10. PLASTIC TO PLASTIC JOINTS a) SOLVENT -WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. b) SOLVENT -WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. c) THREADED FITTINGS: USE TEFLON TAPE ON ALL THREADED CONNECTIONS. 11. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL. 12. SLEEVES SHALL EXTEND 12" BEYOND EACH SIDE OF PAVEMENT. THE LETTER "E" FOR ELECTRICAL OR "W" FOR WATER SHALL BE STAMPED OR CHISELED IN THE PAVEMENT DIRECTLY ABOVE THE SLEEVE. C. INSTALLATION OF BRASS PIPE 1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 2. CAREFULLY AND SMOOTHLY PLACE TEFLON TAPE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. D. REMOTE CONTROL WIRING 1. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREINBEFORE. 2. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 -FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. 3. INSTALL CONTROL WIRES AT LEAST 12" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. 4. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. 5. CONTROL WIRE SPLICES: ALLOWED ONLY ON RUNS OF MORE THAN 300 FEET, SPLICE AS FOLLOWS: a) STRIP OFF MINIMUM OF 2 -1/2 INCHES OF INSULATION FROM EACH WIRE. b) CONNECT INTO PEN -TITS CONNECTORS. c) JOIN WIRES WITH MECHANICAL CONNECTIONS IN SELF - CURING EPDXY RESIN d) SPLICES TO OCCUR ONLY IN VALVE BOXES OR PULL BOXES. 6. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVE. 7. CONTROL WIRES SHALL BE BUNDLED AND PLACED BENEATH MAINLINE PER DETAIL 'H', SHEET 20. 8. EACH INDIVIDUAL CONTROLLER'S CONTROL WIRES SHALL BE BUNDLED AND TAPED TOGETHER WITH COLORED TAPE AT INTERVALS NOT EXCEEDING TEN FEET (10'). TAPE SHALL BE DISTINCT FOR EACH CONTROLLER. COLORS SHALL BE AS FOLLOWS: CONTROLLER'P' - GREEN 9. TESTING - ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS, AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT AND BACKFILLING OF TRENCHES. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 10. ALL WIRES IN PULL BOXES SHALL BE LOOSE AND SHALL NOT COME WITHIN THREE INCHES (3") FROM LID. BOXES SHALL BE SIZED ACCORDINGLY TO ACCOMMODATE THIS REQUIREMENT. E. AUTOMATIC CONTROLLERS 1. AUTOMATIC CONTROLLERS SHALL BE INSTALLED AS SHOWN AND DIRECTED. CONTROLLERS SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLERS FOR OPERATING AND TESTING PURPOSES. 2. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE PEDESTAL OF EACH CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. 3. ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB - PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. 4. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY, INDEPENDENT OF THE CLOCK OR ANY OTHER VALVE. F. REMOTE CONTROL VALVES 1. INSTALL REMOTE CONTROL VALVES IN LOCATIONS AS SHOWN ON THE DRAWINGS, WITH 6 INCHES MINIMUM CLEAR OVER TOP OF FLOW CONTROL STEM. INSTALL A UNION -TYPE CONNECTION. G. VALVE BOXES 1. INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. MINIMUM OF 12" SEPARATION BETWEEN VALVE BOXES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE. HOT BRAND VALVE NUMBER AND CONTROLLER LETTER (OR OTHER APPROPRIATE MARKING) ON TOP OF VALVE BOX LID. H. SPRINKLER HEADS 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. THIS IS TO BE DONE ONLY AFTER SYSTEM HAS BEEN FLUSHED TO REMOVE DIRT, SCALE, AND DEBRIS. 2. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. 1. QUICK COUPLER ASSEMBLIES 1. INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, OR AS SHOWN ON DRAWINGS AND AS DIRECTED. J. BALL VALVES 1. INSTALL WHERE SHOWN AS DETAILED. K. WARNING TAPE 1. THE APPROPRIATE WARNING TAPE SHALL BE INSTALLED ON ALL ONSITE RECYCLED MAINLINES 6 INCHES ABOVE THE TOP OF THE PIPE. 1.3 CLEAN -UP: A. AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT THE PLANTINGS. PLANTING DISTANCE SCHEDULE FEET ON CENTER ROW DISTANCE SETBACK 'A' 151 C 1'80" 10-1/2" 1" LESS THAN 5' I' -3" II" I' -O" TO TREE TRUNK I' -6" 1' -4" 1' -0" PAVING /HARDSGAPE 10' MIN. 10' MIN. D2' -0" 11-111 1' -611 SPREAD ON OR FENCE 3' -0" 2' -6" 2' -6" PER MANUF. SPEC. AND SECURE LASTIC TAPE 6' -0" 5' -2" OR WIRE 8' -O" b' -II" -I' -6" FINISH GRADE TREE 1 O' -O" 8' -8" 9' -6" SLOPE I "/FT. 12' -O" 10' -5" II' -6" PLANTING 3" MIN BASIN 20' -0" I1' -4" 19' -6" : ': ' AREA FINISH GRADE I PLANTING GRID I_ ROOT BARRIER • • • • • • • • • HARDSGAPE 00 SECTION =I • • • • • • • I DEPTH OF = PREPARED B ILL MIX ROOTBALL I FERTILIZER TAB ETS • • • • • • • • • I ROOT BARRIER SHALL BE INSTALLED// = • • • • • • • • ON ALL TREES WITHIN V OF CURBS, —I 1 =111 -1 1 I ROOTBALL —S T ROWN • • • • • • • • P NOTES: WALKS, BROW DITCHES, OR VAEOVEFIN114H 1 1 =1 I BADE • • • • • • • • 1. INSTALL BIOBARRIER, DEEP ROOT, OR HARDSGAPE APPROVED EQUAL PER MANUF. SPEC. PLAN \/IEW if 2X ROOTBALL • • • • • • • • • . 2OR ROOT BARRIER TO BE 19.5" DEEP (BIOBARRIER) 24" DEEP (PLASTIC BARRIER) MINIMUM V INE PLANTING � GROUNDGOVER PLANTING ROOT BARRIER E NO SCALE G NO SCALE NO SCALE b" MIN. TEMPORARY BASIN (UNTIL END OF MAINT. PERIOD) FINISH GRADE CONCRETE CURB 6" TO FLAT —CHAMFER TO PREVENT BIOSWALE — SOIL SLOUGHING INTERLOCKING PAVERS (SET NOTE) AREA —III FERTILIZER TABS (PER SPEC. IN MODIFIED HERRINGBONE =- PATTERN) IN AWN AREA DEPTH OF = PRE A D BAGKFI MIX 5 NOT 4rPLANL " IN SHRUB AREA ROOTBA ROOTBAFINISH WIDTH VARIES - SEE ROLLED CONCRETE CURB GRADE PLAN (SEE CIVIL PLANS) 2- 1/4 " a ' a FLAT B105WA - � = -- AREA 2X- 5 OPE I" PER FT. °TING AREA ROOTBALL 2 -1 /- (SEE PLAN) 6" MIN. BA51N BAGKFILL WITHIN THE "ENGINEERED SOIL" AREA OF THE BIOSWALE WILL G 3" 90% COMPACTED CONTAIN THE FOLLOWING: 50% SAND, 50% SOIL AMENDMENT, S 20% 2" DEEP SAND BASE SUBGRADE TOPSOIL. IRON SULFATE WILL BE ADDED AT 1 # 10U. YD. AND GYPSUM AT 5#/0U. YD. OUTSIDE OF THIS AREA, BAGKFILL WILL BE PER b" DEEP COMPACTED NOTES: SPECIFICATIONS. -- III —III- AGGREGATE 1. REBAR SHALL BE CONTINUOUS W/ 12 OVERLAP. 2. PROVIDE I /2" EXPANSION JOINTS a 30' O.G. ff TREE WILL BE MAINTAINED IN PLUMB CONDITION THROUGHOUT THE 9535 COMPACTED 1 /6" X 1 -3/4" 50ORE JOINTS ® 10'0.0. MAINTENANCE PERIOD BY THE CONTRACTOR. SUBGRADE INTERLOCKING P I NG GONGR�TE CURB REE PLANTING @1 B 1051NALE H NO SCALE I @_;N SCALE 'i All THE S AND RECREA11QW PftWWORKS DEPARTM `pNDSC fi ✓i °9� f wa g�a sR.b. �l.t IEGUITO WATER DISTRI T AS FIRE DEP �S �m� CUL 2ML 111M REVIEWED B : w REVIEWED BY: �' REVIEWED BY: REVIEWED BY: s� "eae Landscape Architecture • Planning Old Grove rs - I.Dote i Business Park 9666 Businesspark Avenue, Suite 103 1- 8001?2 -4193 " ° not fl9 San Diego, CA l F 92131-1646 OF \F� 858.578.2600 •Fax CAl 858.578.7292 701 °°8 10P DA 6SOATOURE EXPIRES 2 YEARS AFTER DATE ATE: DATE: DALE 10-014 REVISIONS APPROVED DATE REFERENCES DATE 3ENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY" OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. CITY OF IaLaNITAS MARK raNc -4Ii NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: PLANTING DETAILS FOR: • CORNER C°" FE INLET ON NORTH SIDE OF SANTA HORIZONTAL DATE: / �' •/� �j- � SCRIPPS MEMORIAL HOSPITAL AS s Q��( �• DRIVE WEST OF I NORTHEAST RETUfNI IN STATE HIGHWAY 5 AT THE SCRIPPS MEMORIAL HOSPITAL, 'Z MASH MAHER, C42519 WRE A WATT DEVONSHIRE DRIVE WIDENING PROJECT 10747 -1 ENCINITAS. 2.5' BRASS SC ENC -48 2004 ELEVATION IS VERTICAL TL fi R.C.E N0. PUBLJC WORKS DIRECTOR 354 SANTA FE DRIVE pA 173376 NAVD 88 ENGINEER EXp, DATE s/ ($/ 1L DATE: WORK PRO,fECT NO. 06 -066 MUP/DR/EIA /CDP SIHEETf 30 OF 3y. PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. E. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND /OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 1.7 LAYOUT OF WORK: A. THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. 1.8 GENERAL REQUIREMENTS: A. THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS. B. ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. C. ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. D. PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. E. GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. F. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND /OR SPECIFICATIONS AND ACTUAL CONDITIONS. G. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. H. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. 1. SPECIMEN TREE SELECTION: 1. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15- GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. 2. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. 3. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND /OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. J. REJECTION AND SUBSTITUTION: 1. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND /OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. K. UTILITIES 1. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. L. PROTECTION OF EXISTING TREES SHRUBS AND VINES 1. IT IS THE INTENT OF THE PROJECT THAT CERTAIN EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER WITH THE ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REMAIN. 2. ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECT SHALL BE TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT ARE TO REMAIN IN THE PROJECT. DAMAGE TO A PLANT WHICH RESULTS IN DEATH OR PERMANENT DISFIGURATION SHALL RESULT IN THE COMPLETE REMOVAL OF THE PLANT, INCLUDING ROOTS, FROM THE SITE BY THE CONTRACTOR; AND THE CONTRACTOR AT HIS OWN EXPENSE SHALL REPLACE THE PLANT WITH ONE OF EQUAL VALUE AS ESTABLISHED BY THE ARCHITECT, OR REIMBURSE THE OWNER THE COST OF SAID REPLACEMENT. THE ARCHITECT SHALL BE THE SOLE JUDGE OF THE CONDITION OF THE PLANT. 4. ALL EXISTING TREES THAT ARE TO REMAIN SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY WORKERS AND EQUIPMENT. ALL DAMAGE BY THE CONTRACTOR TO EXISTING PLANTS SHALL BE REPAIRED AT THEIR EXPENSE BY PERSONNEL APPROVED BY THE ARCHITECT. 5. THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIALS AND /OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ACID OR THE LIKE, BE DEPOSITED OR ALLOWED TO BE DEPOSITED ON ANY SOIL WITHIN THE DRIP LINE (THE OUTSIDE EDGE OF THE FOLIAGE OVERHANG) OF ANY TREE OR SHRUB, OR WITHIN 6" OF THE TRUNK OF A VINE. SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CONTRACTOR SHALL REMOVE SAID SOIL AS DIRECTED BY THE ARCHITECT AND REPLACE WITH ACCEPTABLE SOIL AT NO EXPENSE TO THE OWNER. 6. EXCAVATION ADJACENT TO EXISTING TREES AND SHRUBS; WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES AND SHRUBS, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK. EXCAVATION CLOSE TO TREES SHALL BE BY HAND, TUNNELING UNDER ROOTS 2" AND LARGER IN DIAMETER. CUTTING OF ROOTS 2" AND LARGER SHALL BE ONLY ON THE APPROVAL OF THE ARCHITECT. 7. PAINT CUT ROOTS WITHIN 24 HOURS; WHERE THIS IS NOT POSSIBLE, KEEP THE SITE OF EXCAVATION ADJACENT TO THE TREE SHADED WITH MOIST BURLAP OR CANVAS. M. INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: 1. AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE - MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND /OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. 2. UPON DELIVERY OF MATERIALS AND /OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. 3. RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY, APPROVED BY THE CITY INSPECTOR. SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL. SUBMIT SOIL TEST RECOMMENDATIONS TO CITY INSPECTOR FOR APPROVAL PRIOR TO AMENDING SOIL. 4. A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. 5. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART2 - PRODUCTS 2.1 SOIL AMENDMENT AND FERTILIZER: A. SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR -GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90 %, NON -IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5 %. (LOAMEX, WIL -GRO, LIFE FOREST HUMUS). B. GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 21-12O) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. C. IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. D. SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. E. FERTILIZER (COMMERCIAL) SHALL BE LONG - LASTING CONTROLLED RELEASE PLASTIC - COATED, UNIFORM IN COMPOSITION, FREE - FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP -MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 21.0% MINIMUM PHOSPHORIC ACID 0.0% MINIMUM POTASH 0.0% MINIMUM F. FERTILIZER (COMMERCIAL) SHALL BE LONG - LASTING CONTROLLED RELEASE PLASTIC- COATED, UNIFORM IN COMPOSITION, FREE - FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP -MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 6.0% MINIMUM PHOSPHORIC ACID 20.0 %MINIMUM POTASH 20.0% MINIMUM G. FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE - FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 7.0% MINIMUM PHOSPHORIC ACID 9.0% MINIMUM POTASH 4.0% MINIMUM H. PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 20.0% MINIMUM PHOSPHORIC ACID 10.0 %MINIMUM POTASH 5.0% MINIMUM I. SOIL ENHANCER SHALL BE SARVON. 2.2 PLANTING BACKFILL: A. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS WHICH INCLUDE SOIL CONDITIONER, IRON SULFATE AND GYPSUM. 2.3 STAKING MATERIALS: A. STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. 2.4 PLANT MATERIALS: A. NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON ", PUBLICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA ", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. B. QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. C. CONTAINER STOCK (1- GALLON, 5- GALLON, 15- GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. D. PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. E. INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. F. PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. G. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. H. SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS SHALL BE APPROVED BY THE CITY INSPECTOR AND ARE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL. 1. QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. J. THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. K. IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. L. GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. M. PRE - EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EQUAL. N. WEED ERADICATION SPRAY WILL BE ROUNDUP. O. BARK MULCH SHALL BE FIRBARK CHIPS OR EQUAL 1" - 3" INTERLOCKING PIECES PACKAGED IN BAGS OR BALES, UNLESS APPROVED OTHERWISE BY LANDSCAPE ARCHITECT. PART 3 - EXECUTION 3.1 SITE PREPARATION AND WEED ABATEMENT: A. GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. B. WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. 3.2 WEED ABATEMENT A. UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21 -0 -0 PER ACRE. B. WATER ALL AREAS EVERY DAY FOR TWENTY -ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON - SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE THE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7 -10 DAYS. C. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. D. RAKE AND HAUL OFF ALL DEAD WEEDS TO 112 INCH BELOW THE SURFACE OF THE SOIL. E. IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE -WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE -APPLY A NON - SELECTIVE HERBICIDE. REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL. ondwIll Swdoe Awk QIEGUITO WATER DIST ITAS FIRE DEP4RTME , KS AND RECREATIO C WORKS DEPARTMEN REVIEWED B . REVIEWED B . % REVIEWED B r�u. m� vw � z, REVIEWED ® �.. V Landscape Architecture • Planning Old Grove CAiE TiNL !RQ .•, p,. � i _ ,� °° , y 393 +iii Business Park lk R ew Date 1- 800422 -4135 s 9666 Business ark Avenue, Suite 103 t9j �� San Diego, CA 92131 -1646 858.578.2600 • Fax 858.578.7292 m73 BUM Y0° SIGNATURE EXPIRES 2 YEARS AFTER DATE 10 -014 REVISIONS APPROVED DATE REFERENCES DATE ENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS C1 TY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. REVIEWED BY: REVIEWED BY: CITY OF ENCINIT S CHMARK ENC -48. NORTHWEST PLANS PREPARED UNDER SUPERVISION OF PLANTING SPECIFICATIONS FOR: AS L'13 (� FE DRIVE WEST I I TERSTATE HIGHWAY 55 AT THE of SANTA HORIZONTAL DATE: ,� SCRIPPS MEMORIAL HOSPITAL NORTHEAST w INN TO SCRIPPS MEMORIAL HOSPITAL MASIH MAHER, C42519 LAWREN A. WATT DEVONSHIRE DRIVE WIDENING PROJECT 10747-1 ENCINITAS. 2.5 R DISC ENC -48 2004 ELEVATION IS VERTICAL L /T L )L r, R.C.E. No. PUBLIC KS DIRECTOR 354 SANTA FE DRIVE 173.376 NAVD ENGINEER pA�' EXP. DAT €: 5� / S� f Z DATE: S • / • / Z WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEET ,3' OF AS �(,1/ 17- r SECTION 02480 LANDSCAPING PART1 GENERAL 1.1 GENERAL CONDITIONS: A. THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1 A RE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS E EC ION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTAI ION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAVVINGSAND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FU LY AS IF REPEATED HEREIN. 1. RELATED WORK: 2. IRRIGATION SECTION 02441 1.3 SUBMITTALS: A. UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. 1.4 GUARANTEES AND REPLACEMENTS: A. SHRUBS, VINES, AND GROUNDCOVER SHALL BE GUARANTEED TO RE MAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS WHICHEVER COMES FIRST. B. ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER TH13 CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF 014E 1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED Y THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. C. ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTE EN I (14) DAYS. D. PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILE ED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. 1.5 OBSERVATION: A. OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE AIRCH TECT AND /OR CITY INSPECTOR. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRI IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. iING, B. OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THEW RK: 1. PRE - CONSTRUCTION MEETING. 2. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO T E OIL. 3. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. 4. APPROVAL OF PLANT MATERIALS. 5. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR P A ITING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. 6. ORIENTING SPECIFIED TREES. 7. VERIFICATION OF FINISH GRADES. 8. APPLICATION OF PRE - EMERGENT HERBICIDE. 9. PRE - MAINTENANCE OBSERVATION. 10. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE A14D WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. IS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE C O TRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS P OJECT. 11. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THEMAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE OR THE ONE -YEAR GUARANTEE OF ALL TREES. C. ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) "HE HER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. D. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON I HE SITE AT THE TIME OF EACH OBSERVATION. 1.6 MAINTENANCE: A. THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER At L LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENA CE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. B. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREP ARE S OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENA NIC = PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. C. REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMED ATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, 3ROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNI G' MOWING, ROLLING, TRIMMING, FERTILIZING, RE- STAKING, PEST AND DISEASE CONTROLLIN PRAYING, WEEDING, CLEANING -UP AND ANY OTHER NECESSARY OPERATION OF MAIN EI� NCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND AL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DE DI OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. D. FERTILIZER (COMMERCIAL): 7 -9-4 WITH CHELATED MINERALS SHALL B PPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS AFTER THE BEGINNIN F THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. E. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND /OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 1.7 LAYOUT OF WORK: A. THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. 1.8 GENERAL REQUIREMENTS: A. THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS. B. ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. C. ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. D. PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. E. GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. F. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND /OR SPECIFICATIONS AND ACTUAL CONDITIONS. G. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. H. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. 1. SPECIMEN TREE SELECTION: 1. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15- GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. 2. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. 3. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND /OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. J. REJECTION AND SUBSTITUTION: 1. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND /OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. K. UTILITIES 1. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. L. PROTECTION OF EXISTING TREES SHRUBS AND VINES 1. IT IS THE INTENT OF THE PROJECT THAT CERTAIN EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER WITH THE ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REMAIN. 2. ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECT SHALL BE TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT ARE TO REMAIN IN THE PROJECT. DAMAGE TO A PLANT WHICH RESULTS IN DEATH OR PERMANENT DISFIGURATION SHALL RESULT IN THE COMPLETE REMOVAL OF THE PLANT, INCLUDING ROOTS, FROM THE SITE BY THE CONTRACTOR; AND THE CONTRACTOR AT HIS OWN EXPENSE SHALL REPLACE THE PLANT WITH ONE OF EQUAL VALUE AS ESTABLISHED BY THE ARCHITECT, OR REIMBURSE THE OWNER THE COST OF SAID REPLACEMENT. THE ARCHITECT SHALL BE THE SOLE JUDGE OF THE CONDITION OF THE PLANT. 4. ALL EXISTING TREES THAT ARE TO REMAIN SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY WORKERS AND EQUIPMENT. ALL DAMAGE BY THE CONTRACTOR TO EXISTING PLANTS SHALL BE REPAIRED AT THEIR EXPENSE BY PERSONNEL APPROVED BY THE ARCHITECT. 5. THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIALS AND /OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ACID OR THE LIKE, BE DEPOSITED OR ALLOWED TO BE DEPOSITED ON ANY SOIL WITHIN THE DRIP LINE (THE OUTSIDE EDGE OF THE FOLIAGE OVERHANG) OF ANY TREE OR SHRUB, OR WITHIN 6" OF THE TRUNK OF A VINE. SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CONTRACTOR SHALL REMOVE SAID SOIL AS DIRECTED BY THE ARCHITECT AND REPLACE WITH ACCEPTABLE SOIL AT NO EXPENSE TO THE OWNER. 6. EXCAVATION ADJACENT TO EXISTING TREES AND SHRUBS; WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES AND SHRUBS, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK. EXCAVATION CLOSE TO TREES SHALL BE BY HAND, TUNNELING UNDER ROOTS 2" AND LARGER IN DIAMETER. CUTTING OF ROOTS 2" AND LARGER SHALL BE ONLY ON THE APPROVAL OF THE ARCHITECT. 7. PAINT CUT ROOTS WITHIN 24 HOURS; WHERE THIS IS NOT POSSIBLE, KEEP THE SITE OF EXCAVATION ADJACENT TO THE TREE SHADED WITH MOIST BURLAP OR CANVAS. M. INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: 1. AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE - MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND /OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. 2. UPON DELIVERY OF MATERIALS AND /OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. 3. RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY, APPROVED BY THE CITY INSPECTOR. SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL. SUBMIT SOIL TEST RECOMMENDATIONS TO CITY INSPECTOR FOR APPROVAL PRIOR TO AMENDING SOIL. 4. A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. 5. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART2 - PRODUCTS 2.1 SOIL AMENDMENT AND FERTILIZER: A. SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR -GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90 %, NON -IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5 %. (LOAMEX, WIL -GRO, LIFE FOREST HUMUS). B. GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 21-12O) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. C. IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. D. SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. E. FERTILIZER (COMMERCIAL) SHALL BE LONG - LASTING CONTROLLED RELEASE PLASTIC - COATED, UNIFORM IN COMPOSITION, FREE - FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP -MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 21.0% MINIMUM PHOSPHORIC ACID 0.0% MINIMUM POTASH 0.0% MINIMUM F. FERTILIZER (COMMERCIAL) SHALL BE LONG - LASTING CONTROLLED RELEASE PLASTIC- COATED, UNIFORM IN COMPOSITION, FREE - FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP -MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 6.0% MINIMUM PHOSPHORIC ACID 20.0 %MINIMUM POTASH 20.0% MINIMUM G. FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE - FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 7.0% MINIMUM PHOSPHORIC ACID 9.0% MINIMUM POTASH 4.0% MINIMUM H. PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 20.0% MINIMUM PHOSPHORIC ACID 10.0 %MINIMUM POTASH 5.0% MINIMUM I. SOIL ENHANCER SHALL BE SARVON. 2.2 PLANTING BACKFILL: A. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS WHICH INCLUDE SOIL CONDITIONER, IRON SULFATE AND GYPSUM. 2.3 STAKING MATERIALS: A. STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. 2.4 PLANT MATERIALS: A. NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON ", PUBLICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA ", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. B. QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. C. CONTAINER STOCK (1- GALLON, 5- GALLON, 15- GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. D. PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. E. INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. F. PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. G. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. H. SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS SHALL BE APPROVED BY THE CITY INSPECTOR AND ARE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL. 1. QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. J. THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. K. IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. L. GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. M. PRE - EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EQUAL. N. WEED ERADICATION SPRAY WILL BE ROUNDUP. O. BARK MULCH SHALL BE FIRBARK CHIPS OR EQUAL 1" - 3" INTERLOCKING PIECES PACKAGED IN BAGS OR BALES, UNLESS APPROVED OTHERWISE BY LANDSCAPE ARCHITECT. PART 3 - EXECUTION 3.1 SITE PREPARATION AND WEED ABATEMENT: A. GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. B. WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. 3.2 WEED ABATEMENT A. UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21 -0 -0 PER ACRE. B. WATER ALL AREAS EVERY DAY FOR TWENTY -ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON - SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE THE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7 -10 DAYS. C. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. D. RAKE AND HAUL OFF ALL DEAD WEEDS TO 112 INCH BELOW THE SURFACE OF THE SOIL. E. IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE -WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE -APPLY A NON - SELECTIVE HERBICIDE. REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL. ondwIll Swdoe Awk QIEGUITO WATER DIST ITAS FIRE DEP4RTME , KS AND RECREATIO C WORKS DEPARTMEN REVIEWED B . REVIEWED B . % REVIEWED B r�u. m� vw � z, REVIEWED ® �.. V Landscape Architecture • Planning Old Grove CAiE TiNL !RQ .•, p,. � i _ ,� °° , y 393 +iii Business Park lk R ew Date 1- 800422 -4135 s 9666 Business ark Avenue, Suite 103 t9j �� San Diego, CA 92131 -1646 858.578.2600 • Fax 858.578.7292 m73 BUM Y0° SIGNATURE EXPIRES 2 YEARS AFTER DATE 10 -014 REVISIONS APPROVED DATE REFERENCES DATE ENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS C1 TY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. REVIEWED BY: REVIEWED BY: CITY OF ENCINIT S CHMARK ENC -48. NORTHWEST PLANS PREPARED UNDER SUPERVISION OF PLANTING SPECIFICATIONS FOR: AS L'13 (� FE DRIVE WEST I I TERSTATE HIGHWAY 55 AT THE of SANTA HORIZONTAL DATE: ,� SCRIPPS MEMORIAL HOSPITAL NORTHEAST w INN TO SCRIPPS MEMORIAL HOSPITAL MASIH MAHER, C42519 LAWREN A. WATT DEVONSHIRE DRIVE WIDENING PROJECT 10747-1 ENCINITAS. 2.5 R DISC ENC -48 2004 ELEVATION IS VERTICAL L /T L )L r, R.C.E. No. PUBLIC KS DIRECTOR 354 SANTA FE DRIVE 173.376 NAVD ENGINEER pA�' EXP. DAT €: 5� / S� f Z DATE: S • / • / Z WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEET ,3' OF AS �(,1/ 17- r A S 8U /LT t SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. 3.3 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: 4. THE GROUNDCOVER PLANTING AREA SHALL BE HAND - SMOOTHED AFTER PLANTING SHALL HAVE ONE SET OF WHEELS WITH FLOTATION TIRES HAVING A MINIMUM WIDTH OF 3.5 PLANTING: TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. 18- INCHES TO ALLOW EQUAL COMPACTION. A. FOR AREAS LESS STEEP THAN 2:1: A. THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER TO BE S. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS 2.3 ACCESSORIES: 1. AFTER THE AREAS HAVE BEEN DEEP - RIPPED, THE FOLLOW14G RATES OF SOIL PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR AND TREES ARE PLANTED. CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENL READ OVER ALL PLANTING. A. WATER: FRESH, CLEAN, POTABLE WATER. TRANSPORT AS REQUIRED. PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF 1.2 HERBICIDE APPLICATION: SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING P S ES. AMENDMENT B. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING PART 3 - EXECUTION MUST BE INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS AND UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND A. PRE - EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, AND IN COMPLETENESS OF THE ROTOTILLING AND INCORPO PA rION OF SOIL CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR 3.1 EXAMINATION: CONDITIONERS /AMENDMENTS SHALL BE ACCEPTABLE TO THE AR HI ECT. AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT. HYDROSEED AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. APPLICATION. A. SUB - GRADES SHALL HAVE BEEN ROUGH GRADED TO WITHIN 0.10 FT. OF FINISH GRADES SOIL CONDITIONER 5 CU. YD. PER 1,000 SQ. FT. LESS DEPTH OF DECOMPOSED GRANITE PAVING. SOIL SULPHUR 10 LBS. PER 1,000 SQ. FT. C. PLANTING TREES, SHRUBS, AND VINES: 1.3 CLEAN UP: IRON SULFATE 20 LBS. PER 1,000 SQ. FT. B. VERIFY THAT CONCRETE BANDS OR ADJACENT PAVING AND IRRIGATION SLEEVING HAVE ' YPSUM 250 LBS. PER 1,000 SQ. FT. 1. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES A. AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER BEEN INSTALLED AND ACCEP 1 ED UNDER ANOTHER SECTION PRIOR TO COMMENCEMENT AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. THE SIDE OF THE PIT AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, OF WORK. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR (REAR) ADJACENT TO THE 2:1 SLOPE SHALL BE EASED BACK AS PER THE PLANTING CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING INCREASE QUANTITIES. DETAILS. WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND 3.2 PREPARATION: CONCRETE AREAS ADJACENT TO PLANTINGS. 2. FERTILIZER (COMMERCIAL): 6 -20 -20 SHALL BE APPLIED AT THE kA E OF 40 POUNDS 2. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE A. WEED ABATEMENT SHALL BE COMPLETED PRIOR TO APPLYING DECOMPOSED GRANITE. PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND SEE WEED ABATEMENT 02480 LANDSCAPE SPECIFICATIONS. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON SECTION 02505 WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE -USE FOR THE FILLING DECOMPOSED GRANITE PAVING B. COMPACTION: AFTER COMPLETION OF WEED ABATEMENT, COMPACT SUB -GRADE TO 3. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 S U kRE FEET. APPLY OF HOLES, PITS, AND BEDS. MINIMUM 90% COMPACTION. SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, PART 1 - GENERAL ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. 3. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE 3.3 INSTALLATION: SITE AS DIRECTED BY THE ARCHITECT. 1.1 SUMMARY: B. FOR AREAS 2:1 AND STEEPER: A. STABILIZED DECOMPOSED GRANITE PAVING: 4. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON A. DIVISION 1 GENERAL REQUIREMENTS SHALL APPLY TO ALL WORK OF THIS SECTION WITH 1. AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISfIED GRADED, THE OPPOSITE SIDES OF EACH CAN WITH NURSERY CAN OPENERS, TIN SNIPS, OR OTHER THE SAME FORCE AND EFFECT AS THOUGH REPEATED IN FULL HEREIN. 1. LINES AND LEVELS: FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL B EVENLY SPREAD APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE OVER ALL PLANTING AREAS. NO SCARIFYING OR ROTOTILLING S AL BE REQUIRED. REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. B. WORK INCLUDED: PROVIDE DECOMPOSED GRANITE PAVING, COMPLETE AS SHOWN AND a) INSTALL STABILIZED DECOMPOSED GRANITE WORK TRUE TO GRADE, PROPERLY AS SPECIFIED. COINCIDING WITH ADJACENT WORK AND ELEVATION. GYPSUM 250 LBS. PER 1,000 S F 5. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SOIL SULPHUR 10 LBS. PER 1,000 SQ. =T SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT 1.2 RELATED WORK: b) DECOMPOSED GRANITE SHALL BE PLACED IN TWO THREE -INCH LAYERS IRON SULFATE 20 LBS. PER 1,000 SO. FT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER HEADS. NO COMPACTED TO A DEPTH OF SIX INCHES AS SHOWN ON THE PLANS. TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. A. IRRIGATION SYSTEM - SECTION 02810 2. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL T S MAY REDUCE OR c) PROVIDE A FINISHED SURFACE UNIFORM IN TEXTURE AND APPEARANCE. DO NOT INCREASE QUANTITIES. 6. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE B. PLANTING - SECTION 02900 PERMIT FINISHED WORK TO VARY MORE THAN 1/8" IN 10" FROM TRUE PROFILE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: AND CROSS SECTION. 3. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 S U I NRE FEET. APPLY 1.3 REFERENCES: SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BI DING PURPOSES, SOIL CONDITIONER 113 CU. YD. 2. MIXING: ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. SITE SOIL 213 CU. YD. A. ASTM -AMERICAN SOCIETY FOR TESTING AND MATERIALS IRON SULFATE 1 LB. /PER CU. YD. OF MIX a) GENERAL: PAVING SHALL CONSIST OF A MIXTURE OF DECOMPOSED GRANITE, C. DEEP WATER LEACHING: GYPSUM 10 LBS. /PER CU. YD. OF MIX 1.4 DEFINITIONS: STABILIZER AND WATER, THOROUGHLY AND CONTINUOUSLY MIXED. MIX AT A RATE OF 10 LBS. OF STABILIZER PER TON OF CRUSHED AGGREGATE SCREENINGS. 1. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND 7. BACKFILL MIXTURE IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR A. PERCENT COMPACTION: ASTM D1557, PERCENTAGE OF THE MAXIMUM IN -PLACE DRY APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BED EP, WATER LEACHED INCREASE QUANTITIES. DENSITY OF THE SAME MATERIAL AS DETERMINED BY SOILS ENGINEER. b) WATER: ADJUST QUANTITY OF WATER ADDED TO THE MIXTURE TO PERMIT AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION C F IIIZRIGATION WATER MAXIMUM COMPACTION OF THE MATERIALS WHEN PLACED ON THE SUB - GRADE. UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WAT -R.1 8. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE, SO 1.5 SUBMITTALS: MOISTURE SHALL PERMEATE FULL DEPTH. THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. 2. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMP ES, SHALL BE TAKEN AFTER SETTING THE PLANTS, THE REMAINING BACKF ILL MATERIAL SHALL BE A. : A PRODUCT DATA MANUFACTURER'S CURRENT CATALOG CUTS AND SPECIFICATIONS FOR c) AFTER ROUGH SPREADING AND FINAL GRADING OPERATIONS OF EACH BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR ES ING. SOIL TEST CAREFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS. HERBICIDE. DECOMPOSED GRANITE LAYER, THE DECOMPOSED GRANITE SHALL BE RAKED TO SHALL MEET THE FOLLOWING REQUIREMENTS: I EVENLY BLEND THE DIFFERENT GRADATION SIZES AND GRADED TO FORM A 9. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL B. SAMPLES: HALF (112) A POUND FOR EACH SIZE AND COLOR RANGE OF DECOMPOSED SMOOTH UNIFORM SURFACE. THE DECOMPOSED GRANITE SHALL BE SATURATED ECE - MAXIMUM 3.0 X 10.3 BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS GRANITE. WITH WATER TO THE FULL DEPTH OF THE DECOMPOSED GRANITE AREA. PH - MAXIMUM 7.5 BEEN TAMPED FROM AROUND EACH ROOT BALL. 1.6 DELIVERY, STORAGE, AND HANDLING: 3. COMPACTING: 3. A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING A BE REQUIRED BY 10. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER ARCHITECT. MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: A. PROTECT FROM CONTAMINATION WITH FOREIGN MATERIALS. ISOLATE STOCKPILES TO a) THOROUGHLY COMPACT EACH LIFT TO A MINIMUM OF 90 PERCENT. COMPACT PREVENT MIXING OF DIFFERENT AGGREGATE GRADES. PREVENT CONTAMINATION OF EACH AREA WITH A LEAST 4 PASSES OF THE COMPACTING EQUIPMENT. AFTER 4. RE- APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE (1) -5 GRAM TABLET PER LINER AND FLAT SIZE PLANT. ORGANIC MATERIALS. COMPACTING, SCREELi SMOOTH. REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT. XPENSE OF TEST, (1) -21 GRAM TABLET PER 1- GALLON CONTAINER. RE- APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERAT O SHALL BE BORNE (3) -21 GRAM TABLETS PER 5- GALLON CONTAINER. . : 17 SITE CONDITIONS b) EQUIPMENT OPERATIONS FOR COMPACTING DECOMPOSED GRANITE AREAS BY CONTRACTOR. (5) -21 GRAM TABLETS PER 15- GALLON CONTAINER. AFTER WATER HAS BEEN APPLIED SHALL BE DONE IN A MANNER THAT (1) -21 GRAM TABLET PER EACH 3" OF BOX SIZE. A. ENVIRONMENTAL REQUIREMENTS: DO NOT INSTALL DECOMPOSED GRANITE DURING RAIN UNIFORMLY MAXIMIZES THE EQUIPMENT SIZE AND WEIGHT TO FORM A SMOOTH 5. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE OR WHILE SUB -BASE IS WET FROM RAIN. UNIFORM SURFACE AT 90 PERCENT RELATIVE COMPACTION. COMMERCIAL FERTILIZER 6- 20 -20. 11. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. 1.8 SEQUENCING: 4. CONTAMINATED AREAS: 6. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS E N GIVEN BY THE ARCHITECT IN WRITING. 12. ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH A. ACCEPTANCE: a) DO NOT PERMIT MIXTURE TO CONTAMINATE PLANTING AREAS. CLEANUP PLANTING HOLE IMMEDIATELY AFTER PLANTING. 1. DO NOT INSTALL WORK UNDER THIS SECTION PRIOR TO ACCEPTANCE OF SUB -GRADE IMMEDIATELY ALL MIXTURES SPILLED ON ADJACENT PAVING. 7. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WAI EF DOES NOT CAUSE PREPARATION UNDER ANOTHER SECTION. EROSION OR SLUFFING OF SOILS. 13. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE POLE 5. GRADING: STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO B. COORDINATION 8. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TREN1,Hl S GENERATED BY THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. a) WHEN SURFACE AREAS HAVE BEEN ROLLED AND IT BECOMES NECESSARY TO THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPS( IL AND BROUGHT SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT 1. COORDINATE WITH OTHER TRADES IN INSURE THE FOLLOWING: ADD A THIN LAYER OF MATERIAL TO BRING THE SURFACE TO GRADE, THE TO FINISH GRADE. DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH PREVIOUSLY ROLLED OR COMPACTED AREA SHALL BE RAKED TO PROVIDED A TREE AND STAKE BY LOOPING FIGURE 8'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 a) IRRIGATION SLEEVING: TO BE PLACED PRIOR TO PLACEMENT OF AGGREGATE BOND WITH THE ADDED MATERIAL. 3.4 FINISH GRADING: OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO BASE. THE STAKE. (SEE DETAILED DRAWINGS.) 6. FINISH PAVING SURFACE: A. FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEERS � AND LANDSCAPE b) DRAIN LINES: TO BE PLACED PRIOR TO PLACEMENT OF AGGREGATE BASE. DRAWINGS. 14. STAKING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER a) PROVIDE A UNIFORM TEXTURE AND COLOR AND AND HEALTHY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. 1.9 MAINTENANCE: b) WITHOUT A CEMENT MORTAR FILM ON THE EXPOSED SURFACE. FINISH SURFACE B. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER -COMP C ED AND SETTLED SHALL NOT VARY MORE THAN 0.02 FOOT FROM THE LOWER EDGES WHEN SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 =0 T OF THE SPOT 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE A. SERVICE: IMMEDIATELY REPAIR ALL DAMAGE TO THE WORK AS THE RESULT OF WEATHER MEASURED WITH A 10 -FOOT STRAIGHT EDGE. ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEERS E RAWING. UNLESS DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, OR TRAFFIC CONDITIONS. REPORT ALL DAMAGE RESULTING FROM WORK OF OTHER OTHERWISE NOTED, FINISH GRADE SHALL BE 2" BELOW ADJACEIN T FINISH PAVING AND VINES. TRADES AFTER ACCEPTANCE OF DECOMPOSED GRANITE WORK. REPAIR TO MATCH 7. CURING: SURFACES IN GROUNDCOVER AREAS AND 1" BELOW IN LAWN AREAS. ADJACENT UNDISTURBED WORK. 16. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES a) AFTER INSTALLATION, KEEP MOIST FOR A PERIOD OF SEVEN (7) DAYS. APPLY C. FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURF C MATERIALS. PART 2 -PRODUCTS WATER IN A FINE MIST OR SPRAY AND IN SUCH A MANNER THAT IT WILL NOT 17. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE. DAMAGE THE FINISHED SURFACE. D. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED T ALL CHANGES IN 2.1 MATERIALS: SLOPE. 18. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE 8. DAMAGED OR DEFECTIVE INSTALLATION: DIGGING OF THE HOLE. A. STABILIZED DECOMPOSED GRANITE: E. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFAC ES RESULTING FROM a) REPAIR AND REPLACE IN ACCORDANCE WITH THESE SPECIFICATIONS AT NO TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LE E ED AND FLOATED B. PLANTING GROUNDCOVERS: 1. 1/4" MINUS AGGREGATE SURFACE: ADDITIONAL COST TO THE OWNER. OUT BEFORE PLANTING OPERATIONS ARE INITIATED. 1. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. SCREEN SIZE PASSING 3.4 REPLACEMENT: F. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT A D VOID DAMAGE TO THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND 3/8" 100 SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROW D UTILITIES DURING SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. 98 8 A. IF COMPRESSION TESTS OF SAMPLES FAIL TO MEET SPECIFIED COMPRESSIVE STRENGTH, GRADING AND CONDITIONING OPERATIONS. 69 IMMEDIATELY REMOVE AND REPLACE DECOMPOSED GRANITE PAVING WITH MATERIAL 2. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN CONFORMING TO SPECIFICATIONS. G. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE ITH ALL SURFACE STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE 30 26 DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROA `IV YS, DRAINS, AND DRAWINGS. 50 16 B. PAY COST OF ALL WORK REQUIRED FOR REMOVING AND REPLACING THE DECOMPOSED CATCH BASINS. 100 10 GRANITE. 3. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL 200 7 H. FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BI FORE PLANTING ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER 3.5 PROTECTION: OPERATIONS WILL BE ALLOWED TO BEGIN. MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDIATELY SPRINKLED AFTER COLOR: NEW CA GOLD (KRC ROCK) PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE A. PROTECT THE PAVING AGAINST TRAFFIC, INJURY OR DEFACEMENT, OR DAMAGE (BY RAIN) I. PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO O PERCENT SURFACE HOLES. B. NON -TOXIC ORGANIC BINDER IS A COLORLESS, ODORLESS CONCENTRATED POWDER THAT AND SUBSEQUENT CONSTRUCTION OPERATIONS UNTIL FINAL ACCEPTANCE. E DEPARTM kRKS AND RECREATI IC WORKS DEPAR NATURALLY BINDS CRUSHED AGGREGATE SCREENINGS (CAS). 2.2 EQUIPMENT: �,��p�YU ✓�99Cy l M&rUo®a Bents Awt DIEGUITO WATER DISTR ITAS FII �S REVIEWED REVIEWED B . _I nn,mmso0 a0 ., Ifl� REVIEWED 8 . REVIEWED A. MIXING EQUIPMENT: BATCH -TYPE, USING REVOLVING BLADES OR DRUM. o S1gnat.re Landscape Architecture •Planning Old Grove * 3/31/13 * Business Park ® B. COMPACTION EQUIPMENT: POWER ROLLER WEIGHING NOT LESS THAN 5 TONS. ALL Raj °�� t° 9666 Businesspark Avenue, Suite 103 • 1- 800�L22 -4199 VEHICLES USED FOR SPREADING, GRADING, AND RAKING THE DECOMPOSED GRANITE rtq o °t° ��Q San Diego, CA 92131 -1646 tF DA DA OF CAI �E 858.578.2600 • Fax 858.578.7292 0148 BR= 100 m SIGNA E EXPIRES 2 YEARS AFTER DATE 10 -014 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. TY�,OF ENgNITAS BENCHMARK ENC -48. NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: PLANTING SPECIFICATIONS FOR: AS BU ILI ER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA IVE WEST OF INTERSTATE HIGHWAY 5 AT THE EAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, HORIZONTAL Z DATE: ^ ^ /� / - ) ' li ` /If ` �Y/ L MASIH MAHER, C42519 LAWREyy A. WATT SCRIPPS MEMORIAL HOSPITAL DEVONSHIRE DRIVE WIDENING PROJECT 10747- OR q ITAS. 2.5' BRASS DISC ENC -48 2004 ELEVATION IS VERTICAL Z )L R.C.E. N0. PUBUCWORKS DIRECTOR 354 SANTA FE DRIVE DA 3. 76 NAVD 86 ENGINEER EXP. DATE: S1I gllt DATE: 51211 (Z WORK PROJECT NO. 06 -066 MUP/DR/EIA /CDP SHEET 3?_ OF n A S 8U /LT t AS 8UI -r 1J 0 27' -4" 27' -4" 8' -4" 2 ® 4" O.C. = 10' -8" 8' -4" 8' -4" — 2 @ 5' -4" O.C. = 10' -8" 8' -4" — EXISTING EXISTING POWER P LEA POWER POLE TO RE A 4 TO REMAIN 180.00' 180.00' 180.00' 180.00' TEMP. 1:1 SLOPE T.O. W.= 176.00' _ _ _ _ / 7- TEMP. 1:1 SLOPE ' 1 THyl�K " Y T.01.��> 170.00' — — — — — � . 7. 170.00 ' STEEL PLATE ' i 170.00 %' �I ` . 170.00' % Y T.O.W.1168.00 ±— /j /, �, — T.O.W. = 198.00± 1" THICK % � STEEL PLATE T.O.W.1163.00'± T.O.W. = 13.00'± — - �. B.O.W.= 163.00'± 160.00' / � 160.00' 160.00' �,D,a 160.00' -ITB..O.W.= 158.00'± © O ® O 1 "D "to Y O Y Y O 150.00' 150.00' 150.00' 150.00' NOTES: NOTES: 1. FOR DIMENSIONS "D "toe & "H ", SEE SOLDIER BEAM SCHEDULE ON SHEET ES2.0. 1. FOR DIMENSIONS "D "toe & "H ", SEE SOLDIER BEAM SCHEDULE ON SHEET ES2.0. 2. FIELD LOCATE PROPOSED STRUCTURES PRIOR TO ANY SHORING INSTALLATION. 2. FIELD LOCATE PROPOSED STRUCTURES PRIOR TO ANY SHORING INSTALLATION. EXISTING POWER POLE EXISTING POWER POLE TEMP. 1:1 SLOPE 7\ TEMP. 1:1 SLOPE- - — — A- POWER- POI F — — — — — — — — — — — -POWER P-01 F — — — — -++ 0 -- - - - - -- 7 ® 9 10 i IT .p .... ... r n'.4 a 'r .. .. a .i. �, . ". ♦ .. m' .. , .. '..n -. .a p a w a • t n. "a a M b. 4; - / ", • n ' . '. .:.evim± _' � .a 2 1 ES2.0 ES2 PROPOSED TEMPORARY SHORING .0 ES2.0 1 ES2:0 PROPOSED TEMPORARY SHORING PROPOSED RETAINING PROPOSED RETAINING WALL BY OTHERS WALL BY OTHERS i E IONSHIRE DRIVE DEVONSHIRE DRIVE Z SITE PLA VIEW - STA 16 +30± SITE PLAN VIEW - STA 18 +80± SCALE: 1" = 4' = SCALE: 1" = 4' F,ROFESS /p4 11 J EARTH SUPPORT SYSTEMS Underground Service Alert SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE D P RTMENT PARKS AND RECREATION PUBLIC WORKS DEPARTMENT REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: OIL swm YOU °m CALL TOLL FREE " z 9685 VIA EXCELENCIA w No. 68436 m TEL (760) 9 30 15 - SUITE 104, SAN DIEGO, CA 92126 929 -2851 FAX (760) 929 -2852 05/11/15 J•j 1-800422-4133 DATE: /��\ //��/� r ' /� /� �!,/ 4 AW S N C I',, 1 C1V1` �P ��OF CAUF�� DATE: DATE: DATE: RICARDO .E. 68436 EXP, 9 -30 -15 DATE ES1.0 e" dramosnum SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE 3FNCHMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. A,0 M. AA 411905 CITY OF ENCINITAS ENCHMARK ENC -48. NORTHWEST REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: CORNER OF CO FE DRIVE WEST NORTHEAST RE CR F� RN DROP INLET ON NORTH SIDE OF SANTA TERSTATE HIGHWAY 5 AT THE INTO SCRIPPS MEMORIAL HOSPITAL, HORIZONTAL DATE: 05/11/2015 68436 ^ ' v ` • a,�— MASIH MAHER, C42519 r�er GLENN RUIM SCRIPPS MEMORIAL H 0 S P I TA L DEVONSHIRE DRIVE WIDENING PROJECT 10747-1 S WILTS �, ENCINITAS. 2.5" 173.376 NAVD BR 8 SS DISC ENC -48 2004 ELEVATION IS VERTICAL R.C.E. N0. ENGINEER ARICA PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE 11 DATE: EXP. 09/30/2015 DATE: DATE: (s/I2/1s WORK PROJECT NO. 06 -066 MUP /DR /EIA /CDP SHEET 33 OF 24, AS 8UI -r 1J 0 TEMPORARY SAFETY CABLE 2" RAILING (TYPICAL AROUND IF � ENTIRE SHORING PROJECT) (BY OTHERS) PEQ� 42" EXISTING GRADE EQ. 1 1 SACK SLURRY (ABOVE TOE) (CONTRACTOR MAY UTILIZE H BOND BREAKER TO FACILITATE BEAM REMOVAL) 1" STEEL ROAD PLATE SOLDIER BEAM (SEE SCHEDULE FOR SIZE) BOTTOM OF J * 86AMS A NO L A GG1 EXCAVATION 136 A EMO ✓Loo PA D toe A/rrA LJa'U CO, 414" COARSE GRAVEL OR ANGULAR CRUSHED ROCK SHAFT DIAMETER (SEE SCHEDULE FOR SIZE) NOTES: 1. NEW STRUCTURE WALL NOT SHOWN FOR CLARITY. 2. LAGGING NOT SHOWN AT TIEBACK FOR CLARITY. 3. FOR DIMENSIONS "D "toe & "H ", SEE SOLDIER BEAM SCHEDULE ON SHEET ES2.0. SOLDIER BEAM SECTION W/ WALER b a s N.T.S. SOLDIER BEAM SPACING PER PLAN DRILLED SHAFT SOLDIE BACKFILLED PER (SEE S DETAIL 1/ES2.0 ,,;y��_ , / ; FOR SI STEEL ROAD PLATE y,. a � o 2" (MIN.) BEARING SOLDIER BEAM PLAN SECTION N.T.S. T. LE GENERAL NOTES AND DEFINITIONS 1. THE SHORING ENGINEER IS DEFINED AS THE REGISTERED CIVIL ENGINEER WHOSE STAMP RESIDES ON THESE DRAWINGS. 2. THE GENERAL CONTRACTOR (GC) IS AS DEFINED WITHIN THE CONTRACT DOCUMENTS. 3. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE SAFETY AND CONSTRUCTION CODES. 4. THE SHORING CONTRACTOR IS DEFINED AS THE ENTITY WHICH INSTALLS THE SUPPORT SYSTEM(S) SHOWN ON AND DESCRIBED WITHIN THESE DRAWINGS. 5. UNLESS OTHERWISE NOTED, THE SHORING AND SUPPORT SYSTEMS DEPICTED WITHIN THESE DRAWINGS ARE TEMPORARY SYSTEMS WITH A LIMITED STRUCTURAL LIFE. THEY ARE INTENDED TO FACILITATE THE CONSTRUCTION OF PERMANENT STRUCTURES. THEREFORE, THE NEW STRUCTURES MUST BE DESIGNED TO ACCOMMODATE ALL APPLICABLE LOADS ON A PERMANENT BASIS. y41 6. GENERAL SITE EXCAVATION SHALL BE COORDINATED WITH THE INSTALLATION OF THE SHORING SYSTEM TO ENSURE SAFE WORKING CONDITIONS AND TO PREVENT THE LOSS OF GROUND AND THE CAVING OF BANKS. 7. PILE DRIVING EQUIPMENT, DRILL EQUIPMENT & CRANES SHALL NOT BE LOCATED WITHIN TEN (10) FEET OF THE SHORING BULKHEAD UNLESS SPECIFICALLY PROVIDED FOR IN THE DESIGN AND SPECIFICALLY SHOWN IN THESE DRAWINGS. 8. ALL SHORING DATA ON THESE SHEETS ARE THE EXCLUSIVE DESIGN OF EARTH SUPPORT SYSTEMS, INC. & ORTIZ ENTERPRISES AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND /OR USED WITHOUT OUR WRITTEN CONSENT. 9. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED TO FOLLOW THE PROPOSED PERMANENT STRUCTURE LAYOUT, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED PERMANENT STRUCTURE. REPORT ANY VARIATIONS TO THE SHORING ENGINEER AS REQUIRED. 10. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS TO THE SHORING ENGINEER. 11. THE GENERAL CONTRACTOR SHALL COORDINATE SHORING WITH.DRAWINGS OF RECORD TO ENSURE PROVISIONS OF POCKETS, BLOCKOUTS, OFFSETS AND ANY OTHER ITEMS THAT MIGHT BE IN CONFLICT WITH OR AFFECTED BY THE SHORING. 12. ALL INSPECTIONS SERVICES, MATERIAL TESTING OR NOTIFICATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 13. ALL PERMITS (EXCEPT OSHA PERMIT) SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR. 14. ALL ENCROACHMENT EASEMENTS AND PERMISSIONS SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR. 15. ALL STRUCTURAL DETAILS OR SHAPES SHOWN ARE THOSE UTILIZED FOR DESIGN. ALTERNATE DETAILS, CONNECTIONS, SHAPES AND /OR MATERIALS MAY USED SUBJECT TO THE APPROVAL OF THE SHORING ENGINEER. 16. THE GENERAL CONTRACTOR SHALL PERFORM A PRE - CONSTRUCTION SURVEY AND ESTABLISH MONUMENTS FROM EXISTING ADJACENT STRUCTURES PRIOR TO THE START OF SHORING WORK. 17. THE GENERAL CONTRACTOR SHALL, ON A WEEKLY BASIS, VISUALLY INSPECT THE FACE OF EACH AND EVERY SOLDIER PILE AND SHOTCRETE PANEL AT POINTS ALONG THEIR LENGTH AS THE' EXCAVATION DESCENDS. THE SURVEY DATA SHALL BE REDUCED, INTERPRETED AND TRANSMITTED TO THE SHORING ENGINEER. 18. IF IN THE OPINION OF THE SHORING ENGINEER, MONITORING DATA INDICATES EXCESSIVE MOVEMENT, ALL EXCAVATION - SHALL CEASE UNTIL THE SHORING ENGINEER INVESTIGATES THE SITUATION AND MAKES RECOMMENDATIONS FOR REMEDIATION OR CONTINUING. IN ADDITION, THE SURVEY DATA WILL BE USED BY THE SHORING CONTRACTOR TO MAINTAIN ALIGNMENT OF THE SHORING FACE RELATIVE TO THE BACK FACE OF THE NEW STRUCTURE WALL. z CANTILEVER CONDITION (SOIL PRESSURE) TRAFFIC SURCHARGE PROCEDURE FOR CANTILEVER SOLDIER BEAMS 1. HOLES FOR SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AND INSTALLED AS SHOWN ON THE PLANS OR AS APPROVED BY THE SHORING ENGINEER. SOLDIER BEAMS SHALL BE PLACED IN DRILLED SHAFTS AS SHOWN IN THE DETAILS HEREIN. 2. LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER TOE EMBEDMENT BELOW SUBGRADE AND HORIZONTAL ALIGNMENT. PLACE SOLDIER BEAMS VERTICALLY IN ACCORDANCE WITH THE LOCATIONS SHOWN HEREIN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN AND 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS TO THE EMBEDMENT SHOWN. IF BEAMS ARE PLACED IN PRE - DRILLED SHAFTS, BACKFILL THE TOE AS SHOWN IN THE DETAILS HEREIN. 4. START EXCAVATION AND LAGGING (ADVANCE PLATES) IN LIFTS NOT GREATER THAN 5' -0" OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. CONTINUE THIS EXCAVATION /LAGGING PROCEDURE UNTIL BOTTOM OF EXCAVATION IS REACHED. 5. UPON COMPLETION OF PERMANENT WALL CONSTRUCTION & BACKFILL, SHORING MAY BE REMOVED OR ABANDONED IN PLACE. SOLDIER BEAM SCHEDULE From SB MONITORING OF EXISTING UTILITIES & IMPROVEMENTS SB Qty 1. THE GENERAL CONTRACTOR SHALL MONITOR THE FACE OF SOLDIER PILE AT MONITORING POINTS AS THE Total Drill H +Dtoe EXCAVATION DESCENDS ON A WEEKLY BASIS AND ON A MONTHLY BASIS AFTER EXCAVATION HAS BEEN COMPLETED, UNTIL COMPLETION OF PERMANENT CONSTRUCTION. 2. MONITORING POINTS SHALL BE PLACED AS SHOWN ON ELEVATION. ft in MATERIALS 1 1. WELDING: ELECTRIC ARC USING ELECTRODES E70 -XX PLACED BY QUALIFIED WELDERS. 60 2. SOLDIER BEAMS: STEEL SHALL CONFORM TO REQUIREMENTS, OF ASTM A992. 24 3. LAGGING: CONTINUOUS LAGGING IS REQUIRED FOR THIS PROJECT UNDER ALL SOIL CONDITIONS. LAGGING W 14 x 120 SHALL BE ONE OR A COMBINATION OF THE FOLLOWING ITEMS AND SHALL BE APPLIED AS 22.0 DIRECTED BY THE SHORING ENGINEER: 24 5 A. STEEL PLATE (A -36) 1 W 14 x 90 B. PRESSURE TREATED TIMBER LAGGING (FOR GROUND CONTACT), DF #2 OR BETTER. 17.0 4. PEA GRAVEL: -/4" ANGULAR CRUSHED ROCK 6 5. LEAN CONCRETE: LEAN CONCRETE SHALL BE A MIXTURE OF SAND, CEMENT AND WATER WITH A MINIMUM 6.0 OF 1 SACK OF CEMENT PER CUBIC YARD. 23.0 SOLDIER BEAM SCHEDULE From SB To SB SB Qty Use Section Retained Height H Toe Depth Dtoe Total Drill H +Dtoe Min. I Drill Diameter d ft ft ft in 1 1 1 W 14x90 60 17.0 23.0 24 2 4 3 W 14 x 120 13.0 22.0 35.0 24 5 5 1 W 14 x 90 6.0 17.0 23.0 24 6 6 1 W 14 x 90 6.0 17.0 23.0 I 24 7 9 3 W 14 x 120 13.0 22.0 35.0 24 10 10 1 W 14 x 90 6.0 17.0 23.0 24 PASSIVE VALUE (BELOW LEVEL OF EXCAV.) = 300 UP TO 3000 MAX. PSF /FT (ALLOWABLE) Underground Service Alert SAN DIEGUITO WATER - DISTRICT ENCINITAS FIRE DEPA T ENT PARKS AND RECREATION PUBLIC WORKS DEPARTMENT oQROFESSi°,�,a EARTH SUPPORT SYSTEMS REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: L mOL � R - No. 68436 m 9685 VIA E (760) 9 9- -SUITE 104, SAN DIEGO, CA 92126 CALL TOLL FREE * P•�L w m TEL (760) 929 -2851 FAX (760) 929 -2852 1 -800 422 -4133 � Ex 9 30 t5 A ��// G7/ 05/11/15 sr9T crvl� DATE: A DATE: DATE: D ! H L- W S N ,6G. / FOF CAUFO SIGNATURE EXPIRES 2 YEARS AFTER DATE RIC D R.C.E. 68436 EXP. 9 -30 -15 DATE ES2.0 (4<: REVISIONS APPROVED DATE REFERENCES DATE B N HMARK SCALE PLANNING AND BLDG. DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 5 REVIEWED BY: PLANS PREPARED UN SUPERVISION OF REVIEWED BY: CITY OF ENCINITAS BEN HM RK ENC N NORTHWEST SCRIPPS MEMORIAL HOSPITAL S P I TA L CORNER OF CONCRETE RO INLET ON NORTH SIDE OF SANTA HORIZONTAL M' M � 10747-1 s I ._, .S. FE DRIVE WEST OF INTE ST TE HIGHWAY 5 AT THE • DATE: 05/11/2015 _NORTHEAST RETURN INT S RIPPS MEMORIAL HOSPITAL, DEVONSHIRE DRIVE WIDENING PROJECT R.C.E. NO. 68436 MASIH MAHER, C42519 G�NN Piuzn ENCINITAS. 2.5" BRASS IS ENC -48 2004 ELEVATION IS VERTICAL RI 0 AN PUBLIC WORKS DIRECTOR 354 SANTA FE DRIVE 173.376 NAVD 88 DATE: ENGINEER EXP. 09/30/2015 DATE: DATE: WORK PROJECT NO. 06 -066 MUP /DR /EIA /CDP SHEET 34 OF 34 As fsua.7-