2015-12354 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN ARMSTRONG AT CONCRETE WASHOUT
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN (858) 587- 4400. 24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ;
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER 5 0
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING AND THE LIKE INTO 7HE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN ENCINITAS
THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON DESIGNATING THE WASHOUT LOCATION.
DR41NAGENOTE S17E ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY o
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS cn w
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO A STABILIZED CONSTRUCTION S17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT 0
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3- CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/ S PLATF > N
APPROVED DRAINAGE FACILITY. ENGINEERING INSPECTOR. Z
CONSTRUCTION VEHICLES � SANTA FE DRIVE
UTILITYNOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING,
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. VEHICLE REFUELING, AND ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
ALL U17LI17ES SERVING THIS S17E SHALL BE INSTALLED UNDERGROUND. s
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED EROSION CONTROL �
GENERAL NOTES BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED PROJECT SITE
WHICH MAY ARISE. AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER C�l
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR VEGETATION, AND BONDED FIBER MATRIX. BYRM�NGN
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSIRUC71ON STANDARDS OF THE CITY OF ENCINITAS AND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT pVE•
E SAN DIEGO AREA REGIONAL STANDARD
BY THE CITY ENGINEER PRIOR DRAWINGS. REQUEST FOR INSPECTION. REVISIONS THEREFROM SHALL PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POIEN77ALLY UNSAFE. NO EXCAVA71ON AND GRADING ACTIVTTES ARE ALLOWED DURING NET WEATHER. MPNCNE5
BE �R
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PR07ECT
2 N/A INCORPORATED HEREON. CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES
J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION NTH IMPROVEMENT PLANS THE CONCLUSION OF EACH WORK DAY. AVOID UNNECESSARY REMOVAL OF THE NA711RAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; 774EY VICINITY MAP
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSIIE
9. ALL REMOVABLE PR07EC71VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING HELP DECREASE EROSION. N.T.S.
GRADING. DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NG FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD VESTED OWNER
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT AND BIND THE SOIL.
PROPER77ES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR SCRIPPS HEALTH, A CALIFORNIA NON -PROFIT PUBLIC BENEFIT CORPORATION
REPAIRED TO CONDITION PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE
EXISTING PRIOR TO GRADING. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES OWNER
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES 4OHN I`
OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION ON-SITE CONSTRUCTION MATERIAL STORAGE CORPORATE SENIOR VP, SUPPLY CHAIN MGMT/FD & C
LICENSED LAND AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE SCRIPPS HEAL 774
SURVEYOR. THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF 714E RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR 10130 SORRENTO VALLEY ROAD, SU17E C
2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE ALL FUEL STORED ON -SITE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES SAN DIEGO, CA 92121 (858) 587 -4400
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, MODIFIED WITHOUT A PERMIT FROM THE CITY. MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR SITEADDRESS
STANDARDS, LAWS AND REGULATIONS 3. ALL IMPERVIOUS AREAS WITHIN THE S17E SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND /OR PROT7=C71=0 WITH SOIL STABILIZA77ON MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND 774E PERIMETER
TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE S17E AT ALL TIMES 354 SANTA FE DRIVE,
& GRADING AND EQUIPMENT OPERATING K17HIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP11MP FACILITY AND /OR 774E ENCINITAS, CA 92024
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.•30 A.M. NOR ON TURF/LANDSCAPED AREAS TRAINING APN 258- 241 -32
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY 07HER IMPERVOUS AREA THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO LEGAL DESCRIPTION
9. NO GRADING OPERATIONS SHALL COMMENCE UN71L A PRE- CONSTRUC7ION MEETING HAS BEEN HELD UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMPAMP. EVERYONE WORKING ON SITE 714E PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
ONS17E WITH 7HE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. A PARCEL DESCRIBED IN A CERTIFICATE OF COMPLIANCE (CASE
GRADING CONTRACTOR AND PERMITTEE. 7HE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE NO. 06 -066 MUP/DR/E1A /COP) PER INSTRUMENT NO.
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/8MP AREA OR HAVE WASTE MANAGEMENT 2010-0055174 RECORDED ON FEBRUARY 2, 2010.
AN07HER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION S17E WITHIN AN ADEQUATE IMP /BMP. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM
THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR IS STRICTLY PROHIBITED. OWNER'S CERTIFICATE
THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS 6. ALL STORMW47ER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN
THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO 774E HAULING OPERATION. WITHOUT A PERMIT FROM THE CITY. NO SEEPAGE FROM ANY DUMPS7ER SHALL BE DISCHARGED INTO STORMWATER. BERMSAIKES SHALL BE PLACED AROUND ALL OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACT7WTY AND ADVISE ON THE
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE DUMPS7ERS TO DIVERT 774E NATURAL STORM RUNOFF. DUMPS17ES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPS7ER LIDS COMPACTION AND STABILITY OF THE SITE.
if. UPON FINAL COMPLETION OF THE WORK UNDER 174E GRADING PERMIT, BUT PRIOR TO FINAL GRADING SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION' SHALL BE PROVIDED THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. ROOFING OR COVERED W7774 TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MA7ERIAL.
STATING. • "THE GRADING UNDER PERMIT 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
NO. l! 3j -G HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE W17H THE APPROVED MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
„ WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN CONCRETE, WOOD, AND CLEARED VEETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN
GRADING PLAN`' OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN . THIS STATEMENT SHALL BE IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL SIGNATURE DATE.• 2Z
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 774E ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED - JOHM-ARA4
OPERATION AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER$
FLOW OF STORM WA7ER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED DUMPS7ERS CALL EDCO AT (760) 436 -4151.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS STATEMENT OF ENGINEER OF WORK
WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSIER /N AND OUT. 114E ENCLOSURE SHALL BE SELF
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE
BACKFILLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED 011/ GREASE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND GENERALLY ACCEPTED STANDARDS AND PRACTICES OF 774E ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE FUR7HER AGREES THAT 714E WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH 7HE RULES AND
SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND SYSTEM. A INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES
THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO 714E EXTENT THAT THE EI�IGINEER CONTROLS SUCH
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE SAN DIEGUITO WATER DISTRICT NOTES: CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE
TO ADJOINING PROPERTIES OR FINISHED WORK ON 7HE S17E AND SHALL TAKE REMEDIAL MEASURE TO FOR MORE INFORMATION ON STORMW47ER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 77ME AS PERMANENT DRAINAGE AND EROSION 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770. THEREON THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
CONTROL MEASURES HAVE BEEN INSTALLED. STANDARD SPECIFICATIONS OF 7HE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 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 ACTING WITHIN THE COURSE AND
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WA7ER DISTRICT DOES NOT CONSTITUTE REPRESENTATION NOTIFICATIONS SCOPE OF SUCH AGENCY AND EMPLOY T AND ARISING OUT OF 774E WORK PERFORMED BY THE ENGINEER.
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL AS TO THE ACCURACY OF, 774E LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY
SHALL BE REMOVED BY THE CONTRACTOR FROM 774E SURFACE UPON WHICH 714E FILL IS TO BE PLACED. UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND U7ILITY PIPES AND STRUCTURES SHOWN ON 774ESE PLANS WERE OBTAINED 6
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE (HERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN SIGNATURE - - -_ DATE
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM J. ALL EXIS71NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXISTING A J. SEMIC, 75 EXP. 6 -30 -15 IF
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXIS77NG OR PROPOSED U77LITY CROSSING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING gpFESS/
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL OWNERS OF SAID U71LI77ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND tS �,4 J.
AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO N077FICA77ON OF COMMENCEMENT OF WORK: ' 4� %�,w S Fy
15. CUT AND FILL SLOPES SHALL BE CUT AND ]RIMMED TO FINISH GRADE TO PRODUCE SMOOTH WATER DISTRICT. A. SEWERS - CSD - ( 760 )- 633 -2770 F
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE B. GAS & ELECTRIC -SDGE - (760) -438 -6200 latitude � � Na 71075
SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 PLANNING &ENGINEERING °G 06-3D-1 ORDERLY CONDITION. ALL STONES, R001S AND DINER WASTE MATTER EXPOSED OR EXCAVATION OR EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED D. TELEPHONE - SBC BELL - (760) - 489 -3411 9MHUert8neet 214Fbor SanDm o cnW31
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. BY THEIR PROJECT. ALL AFTEC7ED WATER FACIL177ES MUST MEET CURRENT WATER AGENCIES' E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 Tel a5&Mmn aj CIVIV �P
774E TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. STANDARDS COMMITTEE (WASC) STANDARDS IF FACIL171ES DO NOT MEET STANDARDS, THEN THEY q�Fcp
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR SHALL BE UPGRADED TO CURRENT STANDARDS AT 774E OWNER'S EXPENSE. 2. CONTRACTOR SHALL NOTIFY 774E CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
OTHERWISE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE PHONE.• (760)- 633 -2770. EARTHWORKDATA
BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 3. THE CONTRACTOR SHALL GIVE 24 HOURS N0710E ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A H : NIA V
THE DISPOSAL OF ANY SUCH MATERIAL 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN W7714OUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. MAXIMUM VERTICAL DEPTH OF CUT = 1
DIEGO GAS AND ELECTRIC VAULTS
MAXIMUM VERTICAL DEPTH OF FILL = 1.5
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST Z ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS IMPERVIOUSAREA TOTAL AREA OF LAND DISTURBED
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 15.120 SQFT TOTAL AREA DISTURBED: 16.529 SQFT CUT = 546 C. Y. FILL = 637 C. Y.
WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING IMPERVIOUS AREA AFTER CONSTRUCTION: 352 SOFT EXPORT = 546 C. Y.
CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN DECREASE IN IMPERVIOUS AREA: 14.768 SOFT IMPORT = 637 C. Y.
OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN REMEDIAL = j1 C.Y. ( N/A REMOVAL AND RECOMPAC77ON UNDER AND N/A OU7SIDE OF
THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS IMPERVIOUS AREA: 352 SOFT BUILDING AREAS)
IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF PARTS
APPROVED NPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE
PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
CATHODIC PROTEC77ON IN ACCORDANCE WITH WC -17 OR WC -18.
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S- L-rS !j DESCRIPTION. "ENC -48" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED41 APP GRADING PLAN FOR. SCRIPPS MEMORIAL HOSPITAL ENCINITAS
LOCATION: CITY OF ENCINITAS SURVEY CONTROL HORIZONTAL: AS SHOWN DATE. • �O �6 �'� STAFF GARDEN
POINT N0, 1048 MAgH MAHER amN muIM 12354 -G
RECORD FROM: CITY OF ENCINITAS SURVEY VERTICAL: AS SHOWN R.C.E. NO.: 71075 (.1_10/ 5 i o/ 1 6 s _ 354 SANTA FE DRIVE
CONTROL RECORD OF SURVEY NO. 18416 DATE DATE 258 - 241 -32
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II l MATCH EX. 17210 TC �� /
l I 172.40 FS CONDITIONS ( ) �• al r /� (171.67 TO
\ - - -= I 'c (MATCH EX.)
- - -- ( I' EX. PVT CLEANOUT EX. OUTLET DRAIN TOP CT
c!
1 TO PROTECT IN PLACE IN PLACE (MATC FOIE 3
r
i r __ . r °CONNECT EX. OUTLET ® j
I . 168.87 IE).: __ _ _ 171.7 i 3
- . - CE iDRAIN TO EX. CATCH BASIN
EX PVT 12 STORM DRAIN- J%�f.:� r 171.39TG
r a 1[ ) ` TO PROTECT IN PLACE ( ) EX. PVT. CATCH BASIN I
d
I a "? 172.00 TO ��� a (169.171E)t TO PR07ECT IN PLACE 1
I ( r r r f . ( .._ _(172.35 FS) 169.90 /
17� - 17 0 F 1.8 , 171.7 CAP EX. ABANDONED PVT. ` EX. CURB TO $
! Q 7 I ROUND GRA STORM DRAIN ` PROTECT IN PLA }CE
,NDS 150
} a. I P 172.05 FS
I ( a
A 171.40 TG
170.00 IE
\\ 171 .5 7 F S
\-}2 -
I_ / ROUND GRATE .. .__.
/-ND S 150 EX. TRAILER TO
a
I
80 FS PRO TIN PLACE
(�
V v l r (171.80 171.78 TC /
GENERAL GRADING PLAN NOTES
1. CONTRACTOR TO FIELD VERIFY EXACT LOCA71ON AND ELEVA77NN OF EXISTING
GRADES, S 17F IMPROVEMENTS AND U77LI77ES PRIOR 70 DEMOU770N. IF ANY
CONFLICTS OR DEWA77ONS FROM 7HIS PLAN ARE IDEN77FIED 7HE CON7RACTOR
SHALL COORDINATE WITH 774E ENGINEER OF WORK PRIOR TO COMMENCING
DEMOLI770N.
2. CONTRACTOR TO PR07ECT IN PLACE ALL EXIS77NG UNDERGROUND U77U77ES AND
S7RUC7URES UNLESS 07HERWISE NOTED.
J. CONTRACTOR TO MATCH EXIS77NG PAVEMENT GRADES AND ELEVATIONS ALONG
LIMITS OF WORK UNLESS OTHERWISE NOTED.
4. ALL FILL SHALL BE PLACED AND COMPACTED TO 90$ UNDER SUPERVISION OF
A SOILS ENGINEER. COMPAC7701V TEST RESULTS TO BE PROVIDED TO ENGINEERING
INSPECTOR.
LANDSCAPING NOTE:
FOR LANDSCAPE ARCH17ECT PLANS SEE SHEETS
4 &5.
LEGEND
-- I TOR -D ARC -R fO
CL& Vt' F L(, K - - - - - - -
tlscOw
I I ! 4 171.70 TG JG - ....... -- I coigrtA&06 or-a� HZ V L-< LIMIT OF WORK ............................ ............................... - -
169.60 IE Q `, EX. CURBITOc PROPERTY LINE ...........................................................
I e `" ° ✓ I E I i I / 1 CV IN
PLACE
I
q( 171. ROUND GRA7E 9 / 1 ' EXISTING DRAINAGE EASEMENT ............. ............................... - - -
a a3 I S 150 171.3
0 TG 171.48 � NF" WZIUM
I f a 169.70 IE EXIS71NG WATER ..........................................................
R A
EXIS77NG SEWER ........................... ............................... -
I I a I � - n TE HP 171.4
u Q I ' I ±; 1i
I C E O x V N 1 r' I EXIS71NG STORM DRAIN .................... ............................... .
JJ
HP 171.42 FS
- . \_(171.46 C f 171.86 TC) EXISTING FIRE HYDRANT .................... ............................... .
_ r (171.71 ) :: ` 171. 0 TG / € EXIS77NG ELECTRICAL VAULTS .............................................
�- ! I ATRIUM GRA7E 171 / ROUND GRA IE ✓169.60 JEJE 1� ^
1 { -r EXIS71NG CATCH BASIN ..................... ............................... MIR
c C I CAP EX. PVT. ABANDONED - 169. 1 NDS 160 4" ( I i EX. PICNIC TABLE
STORM DRAIN 171.50 FS _ ... `13 ®`8� - AND CONCRETE PAD TO EXIS77NG LIGHT POLE ..................... ............................... .
( k 171.53 FS L PROJECT IN PLACE J
E `fit j 'y�` EXIS71NG ���7.�
h t I R6MOVS r•X. CATCH { G SPOT ELEVA170N 3�
4 {r 4 QASIN AND INSTAU
-- EX. OUTLET DRAIN
MATCH EX. I (oN ROUNDARATE. (171.48TC) \ 0 PROTECT /N PLACE EXIS71NG BACKFLOW PREVENTOR ............ ............................... PER
CMD117ONS (l I 171.45 FS X9,1.. I (171.10FL)- l (MATCH EX. FL/IE)
GRATE ANDS PROPOSED SPOT ELEVATION ................ ............................... 427.23
= 171.30 TG HP 171 FS TO PROPOSED 0 TLET
I NDSpREA
- r-
( (16851 IE ,j �� I `-- � L =10.61' � -" 169.10 IE _ � � DRAM PROVfpE`� PROPOSED AREA DRAINS (SEE DETAILS 'A' & 'B') ........................... d
171.40 TG ...._ - .._... _
i 6" P T 6" PVC ®1. - HP 1 1.65 FS ; PROPER FlTIING.
VC 0$ 169.30 IE - PROPOSED YARD DRAIN LATERAL ........... ............................... - - - -
EX. PVT. 6" STORM DRAIN 171.30 T 10 L= 11.99�A
l TO PR07ECT IN PLACE (168.94 IE) 1.1$ ( I EX. PVT SEWER CLEANOUT
y HP 1 P 171.55 FS I TO PROTECT,IN PLACE PROPOSED EARINEN SWALE ................. ...............................
EX. LIGHT TO REMAIN &
- f 171.82 FS h <e - i PR07ECT IN PLACE
(171.95 FS) 1 9 .;..
HP 171.70 FS / �jJ
l - �EX. COLUMN TO U) 6" ATRIUM GRAZE L A71ON 6" ROUND GRATE TG ELEVATION
EX. SDG &E 171.60 TG ? I PROTECT IN PLACE CL TG E EV
169 60 IE r z (NDS 180) PER PLAN
f \ (SPEC PER PL PER PLAN
ETERS &BOLLARDS
_. .,
SP AN)
PR07ECT IN PLACE a yW 171.95 TC) W
(�
It \ 171 93 FS - r F (171.84 TC p "(MATCH X.) 6" PVC RISER 6" PVC RISER
11 6. 1 :L T 0 W
171.9
171.70 TG ,
171.79 FS 1720p FS (17f�J9 TO (n PIPE SIZE AND PIPE SIZE AND
- - -- - 169.40 IE-1
A1R/UM GRATE H 3 FS _. { MATCH EX) _ V SLOPE PER PLAN SLOPE PER PLAN
I 1 I `\ 8$ ROUND 11A� ( FLOW FLOW
N _-
JJ 17 0 TG ROUND ATE r N
I I t I I 169.80 IE 172 \
z:zNn 16 0 202 C) j .m_ j z ~- 90 DEG. ELBOW ~- 90 DEG. ELBOW
j17230 FS �� 1.5 %. ( X. COLUMN TO LE. ELEVATION I.E. ELEVATION
OTECT IN PLACE 2 t PR %n
J( } l H1 1709 FS - +NAX PER PLAN PER PLAN
I I> 19 @t TB I�Lls6U I ^ W z r
B :
1 DETAIL 'A'- AREA DRAIN - ATRIUM GRATE DETAIL AREA DRAIN - ROUND GRATE
i (172.41 FS)
MATCH EX.
CONDITIONS ai O NOT TO SCALE NOT TO SCALE
172.42 FS .•. FS
b 172.20 1'G \.,� ROUND GRAZE j72.90 IE �xFS � I r-
! 1 ! _ \ I 170.70 IE NOS 0 - 4" TNSLK LoM PkC9Etl
/ I \ I I D G PAi/N
1172.50 FS NDSN�� RATE
J
IJ - �` 1
I
j EX. 20 RA GE I' 1 L
401'
I I, ASEMENT PER DOC, % A'
1 \ P 172 1 FS ., 172.58 FS 172.0
NO. 1 843 f 72.25 TG 1 V
200 - 0455 ' j
RECORDED 8 -31 -10 ATRIUM GRAZE
(T7 7 65 FS PROPOSED 3'X3' _
173.01 FS);J 172.50 TG I N CONCRETE STEP 1
a
1 0 IE
173 -
�ti� � I
7R/UM GRAZE ` . ATRIUM GRATE (17285 FS)
(172 92 FS _° _ ELECTRI CAL CABINET
~\ 172.20 TG -� PROTECT IN PLACE QROFESS/
17 EX
3.00 \ . FDC TO f 72 92 FS)
170.201E 172.35
g
Under roue I Service Alert (173.92 TC L' PROTECT IN PLA
43 FL)---- - - -
_ (173. .....
(173.79 FS)
- - i _ _ �.. 173 25 TC 20 30 ~ Na 7,075 ; Z I I l i.A
Call: TOLL FREE (173 3b TC - ) co a m
0 5 10
_ MATH -EX
- - . HP 172 50 oq
»$ 7° ° _CONDITIONS.._
EX. ROW __ _ -� _ - �. =. . -- - . - 1......_ i t - - -___. _ - --
.,� EX. FENCE TO EXISANG RIGHT, OF WAY "m) clv►� �P PMHb3rtING'FN�an CA
ROPERTY LINE ( v_ - _/\ i inch - 10 L r� �yy
SANTA FE DR. PROTECT /N PLACE IMPROVEMENTS 7OfiNAM/ -- _. __ _,
TWO WORKING DAYS BEFORE YOU DIG
CHANGE NO. DESCRIP77ON APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED Y DRAWN BY I CHECKED BY.• ENGINEERING DEPARTMEN AP OVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
AS- GUILTS 1 I ko DESCRIP710N: "ENC -48" � PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPR GRADING & DRAINAGE SCRIPPS MEMORIAL HOSPITAL ENCINITAS
LOCA710N: CITY OF ENCIMLAS SURVEY CONTROL HORIZONTAL: //�� 1//�� � DATE PLANS FOR: STAFF GARDEN
POINT NO. 1048 _ MASIH MAHER aim aRU1M 12354-G
RECORD FROM: CITY OF ENCINITAS SURVEY - R.C.E. 354 SANTA FE DRIVE
CONTROL RECORD OF SURVEY NO, 18416 VERTICAL: NONE - DATE DATE 258 - 241 -32
ELEVATION: 17338• DATUM: NAVD88 IUMI J. SEM/C EXP.: 06 -30 -15 PLANNING CASE N0: 15 -022 SUBC SHEET 2 OF 5
C
�4
N
M
0
Lo
z
gz
�x
LoQ
°Q5 'n
Zoo
2W
IL (o r\
~ h
259
gMCE
LEGEND
GRAVEL BAGS . ............................... .
SILT FENCE ...... ...............................
LANDSCAPING NOTE.•
FOR LANDSCAPE ARCHITECT PLANS SEE SHEETS
4 &5.
(1.73) l
r
)( I ,
i� 4
3 BAGS HIGH
c
{
c <�
Underground Service Alert
Cali: TOLL FREE
1981119
TWO WORKING DAYS BEFORE YOU DIG eti
f1 /r _ .
NO SCALE
N
WR
0 5 10 20 30
( IN FEET )
1 inch = 10 fL
1. SET POSTS AND EXCAVATE A
4BY4IN(10BY10CU)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
RI
GRAVEL BAGS OVERLAP
Horn nunn
GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS
ACTS AS SPILLWAY WITH ENDS OVERLAPPED
GAVEL BAGS
NO SCALE
2 STAPLE WIRE FENCING TO
THE POSTS
J. ATTACH 7HE FILTER FABRIC TO
7HE WIRE FENCE AND EX7END IT
INTO 7HE 7RENCH.
4 IN (10 CM)
4. BACKFILL AND COMPACT 7HE
EXCAVA7ED SOIL.
n
SILT FENCE
NO SCALE
latitude
PLANNING & ENGINEERING
9MHbwtSbset 2"dfjW.SWDWW8 CA92131
Td 868 m.0633
I`
CHANGE NO.
DESCRIPTION
APPROVED
DA 7E
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
DESIGNED BY-
DRAWN BY
CHECKED BY.
ENGINEERING DEPARTME T ROYALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
AS- UILTS
' "•I
DESCRIPTION: "ENC -48"
LOCA110N: CITY OF ENCINITAS SURVEY CONTROL
POINT No, 1048
RECORD FROM. CITY OF ENCINITAS SURVEY
CONTROL RECORD OF SURVEY N0. 18416
HORIZONTAL: 1" = 10,
VERTICAL: NONE
PLANS PREP UNDER SUPERVISION F
DAM - -�
R.C.E. ND.: 71075
J. S /C EXP.: 06 -30 -15
RECOMMENDED. APPR
MASH MAHER pfNN PRUIM
�30/is � /.-
oa>E DA 7E
EROSION CONTROL SCRIPPS MEMORIAL HOSPITAL ENCINITAS
PLANS FOR:
STAFF GARDEN
354 SANTA FE DRIVE
258- 241 -32
PLANNING CASE NO. 15 -022 SUBC
12354 -G
ELEVATION.• 173, 38. DATUM. NAVD88
SHEET 3 OF 5
M
O
O
W
.0 2p
2 W OI
Z (W ^
J ^
� W �fl
D m
= W
� coo O
Erna
1
i
I
fI
L.L
W
U) z
CL
�0
U), z
(11 W
z. W
�. LL
U) z W O
CONSTRUCTION NOTES:
I. THE DESIGN INTENT SHOWN ON THESE PLANS IS TO ADD
REMOTE CONTROL VALVES Al THROUGH Al2 TO THE EXISTING
CONTROLLER LOCATED ON THE EAST SIDE OF THE
CONFERENCE BUILDING.
2. PER THE SCRIPPS HEALTH FACILITIES DEPARTMENT THERE
ARE (12) OPEN STATIONS ON THE EXISTING CONTROLLER,
LANDSCAPE CONTRACTOR TO FIELD VERIFY.
3. IF THERE ARE NO OPEN STATIONS ON THE EXISTING
CONTROLLER, LANDSCAPE CONTRACTOR SHALL INSTALL A
TUCOR 03D -24 AT THE EXISTING CONTROLLER (PER
MANUFACTURER'S RECOMMENDATIONS) IN ORDER TO CARRY
OUT THE DESIGN INTENT SHOWN ON THESE PLANS.
4. ALL NEW VALVES SHALL HAVE A TUCOR 03DLD -050,
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
5. AT THE EXISTING REMOTE CONTROL VALVE LOCATED ON THE
WEST SIDE OF THE CONFERENCE CENTER BUILDING,
LANDSCAPE CONTRACTOR SHALL FIELD VERIFY THE
EXISTENCE OF AT LEAST ONE GOOD CONTROL WIRE AND THE
COMMON WIRE.
5. INSTALL ONE TUCOR 03DLD -050 AT THE EXITING REMOTE
CONTROL VALVE SERVING AS THE INTERFACE TO THE NEW
IRRIGATION SYSTEM.
6. LANDSCAPE CONTRACTOR SHALL EXTEND THE COMMON AND
CONTROL WIRE USING TUCOR TWO CONDUCTOR CABLE,
TUCOR OTW14 /2,
1. INSTALL ONE SURGE PROTECTOR, TUCOR 4ISP -100, EVERY
500 FEET AND ONE AT THE END OF THE MAINLINE RUN.
GROUND WITH S FOOT COPPER GROUNDING ROD.
8. PRIOR TO CONSTRUCTION, LANDSCAPE CONTRACTOR SHALL
VERIFY ALL EXISTING EQUIPMENT MENTIONED WITHIN THESE
CONSTRUCTION NOTES AND COORDINATE ALL WORK WITH THE
SCRIPPS FACILITIES DEPARTMENT AND LARRY HALL,
HORIZON TECHNICAL SERVICES, (619) 318 -4606.
IRRIGATION CALCULATIONS:
MAWA_Maxbnum Applied Water Allowance (gallons per year)
MAWA (Eto EPPT) (4.62) €I(0 7XLA) +( 0.3)(SLA)j >
ffo= 42.90 Reference Evapotranspiration (inches per year) j {Station #74 -.Escondido)
EPPT= 000 Effeetke Precipitation (25% of Annual Rainfall)
0.7= ET Adjustment Factor I
LA= 9,761.00 Landscaped Area (includes Special Landscape Area, square feet
0,62= Conversion factor (to gallons Per square foot)
SLA= 0.00 Portion of the Landscape Area identified as Special Landscape Area {square feet)
0.3= 'The additional ET adjustment Factor for Special Landscape Areas
mm42.90 yp 0,0 ) x (0.62) ml fl 7 x 9,161 00
. 1 1) - cn
MAWA- 1$1,736 15 Gallons Per Year
I
I a
ETWU Estltnated Total Water Usage {gallons per years -
;ETWtJ YjEtq) .62) ! PF x NA ! IE + &LA I -
-- -- -
- -.tI -- P
- - _.
_ _- – —
ETWU_ ( 42.90_ ) x ( 062 t } x I ° 6,784 07 + SLA 1
EY j _• PF h 6n t. i .. .i _•. -•.•
MAWA 180 Gallons Per Year _-
i
Summary j € .,
_ ..
MAWA Maximum Applied Water Allowance (gallons peryearj }
- -- __
MAWA - P.O.C. A 181,736.95,
-- = _ -- - - -- __. ___
ETWu =Estimated Total Water Usa a allons er ear 1
-- - g ( p Y r } - -- g - -1
ET1IffIJ P p,c. A Z [ 180,442.73
s ; ,
�.�
*Estimated water use es , 1,293.42 gaiions .� per year less than the Maximum Applied WaterAliawence
I
COMPLIANCE STATEMENT:
I AM FAMILIAR WITH THE REQUIREMENTS FOR
LANDSCAPE AND IRRIGATION PLANS C')NTAINED IN
THE CITY OF ENCINITAS WATER EFFICIEN r• LANDSCAPE
REGULATIONS. I HAVE PREPARED THIS PLAN IN
COMPLIANCE WITH THOSE REGULATIONS AND THE
LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE
PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE
EFFICIENT USE OF WATER. UNDER PENALTY OF
PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND
CORRECT.
IRRIGATION P.O.C. 11A11:
I. e DESIGN WATER PRESSURE 51 PSI
*MAXIMUM FLOW 10 GPM
eMINIMUM STATIC PRESSURE REQUIRED
AT THE POINT OF CONNECTION
(10% SURPLUS) 5-1 PSI
*STATIC, PRESSURE AT EXISTING
POTABLE WATER METER PER THE SAN
DIEGUITO WATER DISTRICT, 06/11/11 63 Psi
POINT OF CONNECTION TO EXISTING IRRIGATION MAINLINE
APPROXIMATELY WHERE SHOWN. CONTRACTOR SHALL
CONDUCT A COMPLETE SURVEY OF THE ENTIRE IRRIGATION
SYSTEM AND DETERMINE THE MOST LOGICAL LOCATION FOR
THE CONNECTION TO THE EXISTING MAINLINE. LANDSCAPE
CONTRACTOR SHALL CONNECT TO THE DOWNSTREAM SIDE
OF THE EXISTING POTABLE WATER METER, THE EXISTING
BACKFLOW, EXISTING MASTER VALVE AND EXISTING FLOW
SENSOR AND EXTEND THE NEW IRRIGATION MAINLINE AS
SHOWN. LOCATION OF ALL EQUIPMENT IS SHOWN
DIAGRAMMATICALLY FOR GRAPHIC CLARITY. ACTUAL
LOCATION OF INSTALLED EQUIPMENT 18 WITHIN THE PLANTER
AREA.
IRRIGATION CONTROLLER - 11411:
2. EXISTING IRRIGATION CONTROLLER SERVING EXISTING
POTABLE WATER METER LOCATED DIRECTLY TO THE
SOUTH ON SANTA FE DRIVE, FIELD VERIFY PRIOR TO
CONSTRUCTION.
IRRIGATION NOTES:
3. CONTRACTOR TO INSTALL VALVES IN SHRUB AREAS
ONLY. VERIFY LOCATIONS IN THE FIELD WITH OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING
WORK.
4. LATERAL LINES ARE SHOWN WITHIN PAVING AND
BUILDING FOR CLARITY ONLY, ACTUAL LOCATION TO
BE WITHIN PLANTER. CONTRACTOR SHALL CONFIRM ALL
LAYOUT IN FIELD WITH OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO COMMENCING WORK.
5. MAINLINE SHOWN WITHIN PAVING AND BUILDING FOR
CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A
MINIMUM OF 16" OFF ADJACENT HARDSCAPE AND OTHER
OBSTACLES, TYP.
6. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN
IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR
SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL
CITY, COUNTY, AND STATE REQUIREMENTS FOR BOTH
EQUIPMENT AND INSTALLATION.
-1. LANDSCAPE CONTRACTOR SHALL PROTECT ALL
EXISTING IRRIGATION SYSTEM TO REMAIN. HE SHALL BE
RESPONSIBLE FOR THE DEMISE OF ANY EXISTING
PLANT MATERIAL TO REMAIN DAMAGED THROUGHOUT
THE IRRIGATION INSTALLATION PROCESS.
6, PULL TWO SPARE WIRES AND THE COMMON WIRE FROM
CONTROLLER TO ALL MAINLINE END RUNS. LOOP IN
ALL REMOTE CONTROL VALVE BOXES ALONG MAINLINE
RUN. MAKE WIRE ENDS WATERPROOF, TAPE AND LABEL
AS "SPARE WIRES ", AND PLACE 10' COIL INSIDE VALVE
BOX, TYPICAL.
Z. LANDSCAPE CONTRACTOR SHALL PROVIDE
UNINTTERUPTED WATER SERVICE TO ALL EXISTING
IRRIGATION SYSTEMS TO REMAIN (WITH HIGH LINE IF
NECESSARY).
8. CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO
MINIMIZE ROOT DAMAGE WHERE IT IS NECESSARY TO
EXCAVATE WITHIN A 10' RADIUS OF EXISTING TREES.
HAND TRENCH WHEN WITHIN 10' OF TREES. IF IT IS NOT
POSSIBLE TO HAND TRENCH WITHOUT DAMAGING THE
ROOT SYSTEM, CONTRACTOR SHALL STOP AND CALL
LANDSCAPE ARCHITECT IMMEDIATELY FOR
INFORMATION ON HOW TO PROCEED.
9. ALL SPRAY HEAD BODIES SHALL BE INSTALLED A
MINIMUM OF TWO FEET FROM EDGE OF NON - PERMEABLE
HARDSCAPE SURFACES (SIDEWALKS, ASPHALT PAVING,
ETC.).
MW PELTZ + ASSOCIATES, INC
LANDSCAPE ARCHITECTURE
URBAN DESIGN
RLA 2010
143 S. CEDROS AVENUE, STE B -104
SOLANA BEACH, CALIFORNIA 92078
P: 858.481.0888 F: 858.481.6808
r 111/2„ r\y 0 5 10 20 30
NORTH SCALE: I" =10'
- 2 _ L200
CHANGE N0.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
DESIGNED er.
DRAWN 9Y
CHECKED BY.
ENGINEERING DEPARTME T ROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
i
S- U I I.TS
1 •
DESCRIPTION: "ENC -48"
LOCATION: CITY OF ENCINITAS SURVEY CONTROL
POINT NO. 1048
RECORD FROM: CITY OF ENCINITAS SURVEY
CONTROL RECORD OF SURVEY NO. 18416
HORIZONTAL:AS SHOWN
PLANS PREPARED UNDER SUPERWS1 �N�f�F
DATE: {� 1--L
R.L.A. NO.: 2010
Michael W. tz EXP.: 8/31/15
RECOMMENDED: APP
11A
MASIH MAHER GLENN PRUIM
4/3p/ IS '7 .f
DA 7E DA 7E
LANDSCAPE IRRIGATION SCRIPPS MEMORIAL HOSPITAL ENCINITAS
PLANS FOR: STAFF GARDEN
354 SANTA FE DRIVE
258- 241 -32
PLANNING CASE NO: 15 -022 SUBC
qCA
12354 -G
VERTICAL:AS SHOWN
ELEVATION: 173.38. DATUM: NA 88
SHEET 4 OF 5
XD
3
J
ri
J
z
j00
Q
I
m
V
0.1'>
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3
ICI
I\
I
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2,960 SF I
ti
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L ICS JAP '
ANI FLA
CAS LEP
FES MAR
+• W W �W W W
W W W jL
W W W W W W W +
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y1 W W .� W W W W W W W W +
It 1 W % W W W W + }
if ij W j•F W W + t
jjpl# W W / 1 W W W + ...
y W � W W W W
W W W W W W +
f W W W W W W
W W W
W w i i 4,260 SF
9.12 6c "
CHANGE NO.
186
I GAL
15
SPA CAM
1
i
+ W Y w
+ i i W {✓ i i W W i W w +
r t y i i i i
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j Y i w W W W w +
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+
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ttff{{ j i i i i j
it 1 +
+
i i Y W W W W W ❑ Y +
fitI+! W i y Y W ❑ Y
L. II -III VP 1NVPCI� '
Y W W W W
W
WATTS
QTY
TOTAL WATTS
❑ W µ W W W
W \ W W
W
W W
U
PATH LIGHT - MODEL MFX- EA- ZD- ILED- CU -ISRA
10
�1
200
2
O.
W l(1 W
W i i12 "w
W
W
O
❑
/
W
3
120
W W
W W
❑ W W W
•
W S W
y W
W i i i i
❑ W W
W
y
W W J W/\ W
W `/,
3�
TS
3d}jj
Z
i
W W W W y i i
W f W Y
W W
❑ W W W
W
W
W
W
W W
LANDSCAPE ARCHITECTURE
(W N
URBAN DESIGN
RLA 2010
3 .
a
l
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DESCRIPTION APPROVED DATE BENCHMARK SCALE
' DESCRIPTION: "ENC -48"
LOCATION: CITY OF ENCINITAS SURVEY CONTROL HORIZONTAL: AS SHOWN
POINT NO. 1048
RECORD FROM: CITY OF ENCINITAS SURVEY VERTICAL: AS SHOWN
CONTROL RECORD OF SURVEY N0. 18416
ELEVATION: 173.38. DATUM: NAVD88
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BID ALTERNATE 'A' - PROVIDE SYNTHETIC TURF AND DRAINAGE SYSTEM IN LIEU OF HYDROSEED
SYNTHETIC TURF TYPE: SMART TURF 'PEMMROOK'. INSTALL PER MANUFACTURER'S RECOMMENDATIONS
(800) 421 -6123 EXT 306 (WWW.SMARTTURF.NET)
PLANTING NOTES:
1. MULCH: ALL REQUIRED PLANTING AREAS AND ALL EXPOSED SOIL AREAS WITHOUT VEGETATION SHALL BE
COVERED WITH MULCH TO A DEPTH OF 3 INCHES. MULCH SHALL BE 1F02 -CST" BY PLANT'S CHOICE (866) 468 -13SM
OR APPROVED EQUAL. SUBMIT SAMPLE FOR APPROVAL PRIOR TO DELIVERY TO SITE.
2. CONTRACTOR TO PROVIDE PHOTO SUBMITTAL FOR ALL PLANTING MATERIAL FOR APPROVAL PRIOR TO DELIVERY
TO SITE. PHOTOS SHALL BE REPRESENTATIVE OF ACTUAL MATERIAL TO BE USED AND NOT "STOCK" PHOTOS.
3. ALL PLANT MATERIAL SHALL BE SPOTTED IN PLACE BY THE LANDSCAPE ARCHITECT PRIOR TO CONTRACTOR
DIGGING THE PLANTING PITS.
4. ALL ROCK AND DEBRIS LARGER THAN TWO (2) INCHES SHALL ME REMOVED FROM PLANTING AREAS. DISPOSE OF
PROPERLY OFF -SITE.
5. EACH TREE TO RECEIVE TWO (2) TREE DRAINS (DETAIL ONLY SHOWS ONE). SEE TREE PLANTING DETAIL NOTES.
6. PRIOR TO IRRIGATION AND PLANTING INSTALLATION, CONTRACTOR TO OBTAIN AN AGRONOMICAL SOILS REPORT ON
SOIL SAMPLE TAKEN FROM FINISH GRADED SITE. SOILS REPORT TO BE CONDUCTED BY A QUALIFIED SOILS LAB
AND SHALL PROVIDE RECOMMENDATIONS FOR SOIL AMENDMENT. CONTRACTOR TO SUBMIT SOILS REPORT AND
AMENDMENTS FOR APPROVAL PRIOR TO INSTALLATION. CONTRACTOR TO FOLLOW SOILS REPORT
RECOMMENDATIONS IN TERMS OF SOIL AMENDMENT.
SAL LEU 'PV'
EXISTING TREE TO REMAIN 1
0
LOW VOLTAGE LIGHTING LEGEND
KEY
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QTY
TOTAL WATTS
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10
20
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20
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Q TRANSFORMER - FX LUXOR ZD WIRELESS (LZD300- FXWIFIMOD -LAM) LUXOR- FPMNT:SS
TRANSFORMER WITH WI -FI APP AND LIGHT ASSIGNMENT MODULE.
LOW VOLTAGE WIRE RUN AND SEQUENCE NUMBER.
NOTE:
WIRE RUNS ARE DRAWN DIAGRAMMATICALLY TO ENSURE CLARITY. WIRE SHALL BE
RUN IN PLANTING AREAS AS MUCH AS POSSIBLE. WIRE MAY BE BUNDLED WHERE
RUNS COINCIDE.
SPECIAL DISTRICT APPROVAL UtSIUNtU d). UHAS UT. ( ;HL(.'KLU rrr: ENGINEERING DEPARTME AP OVALS
MWPA PLANS PREPARED UNDER SUPERVISI (✓ RECOMMENDED: APP
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R.L.A. NO.: 2010 (�/3 o ,/IlS
DATE DAZE
Michael . Pe EXP.: 8131115
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143 S. CEDROS AVENUE, STE B -104
SOLANA BEACH, CALIFORNIA 92078
P: 858.481.0888 F: 858.481.6808
0 5 10 20 30
NORTH SCALE: 1 " =10'
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
LANDSCAPE PLANTING SCRIPPS MEMORIAL HOSPITAL ENCINITAS
PLANS FOR: STAFF GARDEN
354 SANTA FE DRIVE
258 - 241 -32
PLANNING CASE NO. 15 -022 SUBC
L300
DRAWING NO.
12354 -G
SHEET 5 OF 5
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RLA 2010
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143 S. CEDROS AVENUE, STE B -104
SOLANA BEACH, CALIFORNIA 92078
P: 858.481.0888 F: 858.481.6808
0 5 10 20 30
NORTH SCALE: 1 " =10'
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
LANDSCAPE PLANTING SCRIPPS MEMORIAL HOSPITAL ENCINITAS
PLANS FOR: STAFF GARDEN
354 SANTA FE DRIVE
258 - 241 -32
PLANNING CASE NO. 15 -022 SUBC
L300
DRAWING NO.
12354 -G
SHEET 5 OF 5