2017- 13681 SG (Plans)L
RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES A
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIM PIERCE AT CONCRETE WASHOUT 6 8
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO (60 521 -2020, 24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE n C
WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, n
THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. 0 D
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. m cn
DRAINAGE NOTE MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS Z E G
TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN CONSTRUCTION SITE ACCESS
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. RAIN IS IMMINENT. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO n
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE AND /OR CORRUGATED STEEL PANELS /PLATES. OWNER 0
APPROVAL OF THE ENGINEERING INSPECTOR. SHAW MOUNTAIN COMMUNITY CHURCH, INC.
UTILITY NOTE CONSTRUCTION VEHICLES 2100 GREENFIELD DRIVE m 1 m z 0
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION EL CAJON, CA 92019 ca
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING VEHICLES PARKING, 'VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL (415) 312 -0299 z
GENERAL'NOTES RAINFALL. BE MADE OFF -SITE.
K SANTA FE DR.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY EROSION CONTROL SITE ADDRESS N o
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE 46R ROAD SITE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL CARDIFF, CA 92007 Z`ce k�
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 260 - 132 -23 -00 <� p Q
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. LEGAL DESCRIPTION �b DR.
POTENTIALLY UNSAFE. THE NORTHEAST QUARTER OF THE NORTHEAST 7Z M\NGNP
2. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. QUARTER OF THE NORTHEAST QUARTER OF SECTION \FL
RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION 22, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN
PLANS. SHALL BE INCORPORATED HEREON. CONTROL MEASURES. BERNARDINO MERIDIAN, IN THE COUNTY OF SAN VICINITY MAP
DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED OFFICIAL PLAT THEREOF: N.T.S.
GRADING. OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR
SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. EXCEPTING THEREFROM THE EASTERLY 313.49 FEET
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF THEREOF, THE WESTERLY LINE OF SAID 313.49 FEET
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY BEING MEASURED AT RIGHT ANGLES TO AND
SHALL BE REPLACED OR REPAIRED TO CONDITION FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING PARALLEL WITH THE EASTERLY LINE OF SAID
EXISTING PRIOR TO GRADING. RAINFALL. ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. NORTHEAST QUARTER OF THE NORTHEAST QUARTER;
ALSO EXCEPTING THEREFROM THE NORTHERLY 30
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE FEET THEREOF.
IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A COMPLETE.
REGISTERED CIVIL ENGINEER OR A LICENSED LAND STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
SURVEYOR. WATER USAGE FOR DUST' CONTROL SHALL BE MINIMIZED. OWNER'S CERTIFICATE
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND ON -SITE CONSTRUCTION MATERIAL STORAGE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR STORED MATERIALS' SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. INTO THE PUBLIC STORM DRAIN SYSTEM. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE STABILITY OF THE SITE.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF RU RE
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S
AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. CONCENTRATED STORMWATER: STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP IMP OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER
/ ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES,
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- CONSTRUCTION MEETING HAS FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER AROUND THE PERIMETER AT ALL TIMES. DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL PRIOR TO DISCHHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE TRAINING ACTS OMISSIONS OF OWNER OR OWNER
PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. CONTRACTORS RA S AGENTS, EMPLOYEES,
EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES
IN, ADVANCE BY CALLING (760) 633 -2770. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR
9. PRIOR TO HAULING DIRT . OR CONSTRUCTION MATERIALS TO ANY PROPOSED IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS
IMP /BMP. CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN WITHIN THE PRIVATE PROPERTY OR P BLIC EASEMENTS.
CONSTRUCTION SITE WITHIN THIS PROJECT THE` DEVELOPER SHALL SUBMIT TO AND RESPONSIBILITIES.
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP BMP AREA
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER { WASTE MANAGEMENT 3 Z P
MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED 0 COLLECT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION SIGNATURE: DATE:
RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM ARK COONS
10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO INTO THE CONVEYANCE SYSTEM 1S STRICTLY PROHIBITED.
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT ALTERED WITHOUT A PERMIT FROM THE CITY. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE STATEMENT OF ENGINEER OF WORK
NO. 13681 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 7. THE INSTALLATION ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED
IS
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS FREQUENTLY FOR LEAKS.. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE
WHO CERTIFIES SUCH GRADING OPERATION. BE OBTAINED. AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE
11. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
T
ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
INTENDED USE. CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER AND OUT. THE AROUND THE SITE. BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE
ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
12. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR L SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM LEAKS. EAKS. CONTRACTOR AGENCY AND EMPLOY EN RAIN INLETS T AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A ON PERVIOUS SURFACES.
AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SIGNATURE: IV== DATE: 10/23/2018
UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. JUSTIN BECKER, P.E.
BEEN INSTALLED. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM
SAN DIEGUITO WATER DISTRICT NOTES: CONSTRUCTION SITE KIMLEY -HORN AND ASSOCIATES
13. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 401 B STREET SAN DIEGO, CA 92101
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE (619) 234 -9411
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. RCE EXPIRES 09/30/2019
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE COMMITTEE (WASC).
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NOTIFICATIONS
AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE EARTHWORK DATA
LIMITS OF THIS PROJECT. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS
14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H 1 V
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE MAXIMUM VERTICAL DEPTH OF CUT = 3.5'
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK MAXIMUM VERTICAL DEPTH OF FILL = 0.8'
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CUT = 248 C.Y. FILL = 248 C.Y.
ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. COMMENCEMENT OF WORK: EX /IMPORT = 0 C.Y.
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING A. SEWERS CSD /ESD (760)- 633 -2770 LWD 760 - 753 -0155
ORDINANCE. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 DISTURBED AREA = 39.600 SF
HER OBJECTIONABLE MATERIAL SHALL BE GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
15. ALL TREES, BRUSH, GRASS, AND OT
COLLECTED, PILED OR OTHERWISE DISPOSED H OFF THE SITE BY THE CONTRACTOR SO ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST D. TELEPHONE - -SBC BELL - (760)- 489 -3411
AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT QROFESS /py
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE STANDARDS AT THE OWNERS EXPENSE. THIS PROJECT. PHONE: (760)- 633 -2770.
DISPOSAL OF ANY SUCH MATERIAL. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER c� m
SERVICES. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL No. 78572
16. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS sT civic \P
RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS AND SAN IMPERVIOUS AREA 9�A Cpl \F
CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS DIEGO GAS AND ELECTRIC VAULTS.
SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SOFT
TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SOFT
FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY TRAVELED WAYS. INCREASE IN IMPERVIOUS AREA: 0 SQFT BMP PROJECT STATUS
PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN IMPERVIOUS AREA REPLACED: 0 SOFT STANDARD
CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD
TO ADDRESS THE TREE REMOVAL. , EFRFE
EFFECTIVE JANUARY 1H 2 10. CONSTRUCTION
IN CCOMPLIIANCE REPAIR OF OTHISL LAW,TTHE DIVSTRICTSSHALLL PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
SIGN DATE AIG DATE SIGN DATE *-SIGN DATE IGN DATE
RANGE NO. DESCRIPTION APPROVED DATE BENCHMARK 1 AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: JSB ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
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-t DESCRIPTION: 2.5 BRASS DISC ENC -48 °j INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MMENDED: RO SIMPLIFIED GRADING PLAN FOR:
LOCATION: NORTHWEST CONER OF CONC. • 3 zo/9 PUBLIC WORKS NA - D 'DATE: 10/23/2018 846 MUNEVAR ROAD
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RECORD FROM: ENCINITAS S.C.N. �' Cj '(� REVIEWER JUS IN S. BECKER, P.E. <<�` /� g lb
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& GUTTER
C-4
300.0,
f
A BACK
1-1 ORA WALK OF
00
iu)
X"
13 P*vt 5ThItm
prkw
LO
00
C4
130.0,
00
cii
Ir r
><
USE --THOS EDGE FOR
Ll
FIELD ALIGNMENT
--- 1.007.
I' (229.3
FG , 233.1 11 , FG 230.1'
FL
221.6' (MEASURED ALONG FENCELINE),, FL (232.41 pro NO'00'03"W 589.72'
77
< I PROTECT IN PLACE—/
EXISTING SHRUBS
EXISTING VEGETATED
PROTECT IN PLACE
SWALE FLOWLINE
TREES
EXISTING PALM
... NOTE: CONTRACTORTO
VERIFY DRAINAGE TO 31 r_r_ 1 .
GRADING PLAN NO CROSS LOT DRAINAGE
SHALL BE PERMITTED
240
230
.. .... .. .... ... ...... .. .. .. - ......
..........
. . . . . . . . . . .
1 DATE
. . . . . . . . . . . J .. ... .. .. .....
VARIES
1 UtZA�ZNtLl t:ST:
MATCH EXIS NG
1 UHLUKLU tIT:
. . .......................
-FIE
. ... ......
DRAWING NO.
SGP
....................
NCH
VARIES
IzFezftx� t5xAwvvL?!s
S jkK?j
C�-\ .6,
DESCRIPTION: 2.5" BRASS DISC ENC-48
LOCATION: NORTHWEST CONER OF CONC.
DROP INLET. NORTH SIDE OF SANTA FE
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 10/23/2018
R.C.E. NO.: 78572
--'--7-JUSTIN S. BECKER, P.E. EXP.: 9/30/2019
RE=N9fD:
64mwvu- A=A
JESSE 0 S
If CIT(s NCIEER
DATE Z!00
SIMPLIFIED GRADING PLAN FOR:
846 MUNEVAR ROAD
SANTA FE CHRISTIAN SCHOOL
260-132-23-00
PLANNING CASE NO: N/A
I lito,
..........
................. ................
.... ......... .........
PUBLIC WORKS
.............. .... ...........
... .... .. . .. .. . ... .. ..
PROPERTY LINE/
Aklk- DATE
DR. 175 FT WEST OF 1-5 S.B. OFFRAMP_
EX I
(STING FENCE
�V4
RECORD FROM: ENCINITAS S.C.N.
ELEVATION: 273.376 DATUM: NAVUZ5ZS
REVIEWER
PROPOSED GR A
.............. .. PE ... .....
..........
MIN.
1
1.85%
DATE
SWALE DEPTH
- — -----
SHEET 2 OF 3
EXISTING' GRADE
...... ....... EXISTING 4'- 1
9L PE
4: MAX 1
. . ....... .......
FLOWLINE
MATCH EXISTING
...... .........
.. .. . .. ... .
TYPICAL CROSS SECTION
1\J SCALE: H: 1"=20' / V: 1"=4'
240
230
u
LEGEND
PROPERTY LINE
CENTERLINE
SECTION LINE
PROPOSED FLOWLINE
----- > EXISTING FLOWLINE
—//— LIMITS OF GRADING
X EXISTING FENCE
EASEMENT LEGEND
ZLPUBLIC ROAD EASEMENT GRANTED TO THE COUNTY
OF SAN DIEGO. RECORDED IN BOOK 5323. PAGE 419
OF THE OFFICIAL RECORDS
A8
PUBLIC ROAD EASEMENT GRANTED TO THE COUNTY
OF SAN DIEGO. FILE NO. 71334 OF THE OFFICIAL
RECORDS
Ag
PUBLIC ROAD EASEMENT GRANTED TO THE COUNTY
OF SAN DIEGO. FILE NO. 139519 OF THE OFFICIAL
RECORDS
AUNDERGROUND DRAINAGE SYSTEM EASEMENT
RECORDED FILE NO. 75-151051 OF THE OFFICIAL
RECORDS
AUNDERGROUND DRAINAGE SYSTEM AND SEWER
EASEMENT RECORDED FILE NO. 75-294224 OF THE
OFFICIAL RECORDS
APUBLIC HIGHWAY EASEMENT GRANTED TO THE
COUNTY OF SAN DIEGO. FILE NO. 82-293527 OF
THE OFFICIAL RECORDS
NOTES
1. CONTRACTOR TO VERIFY EXISTING FIELD
ELEVATIONS AND NOTIFY ENGINEER OF RECORD
PRIOR TO START OF ANY GRADING.
2. CONTRACTOR TO VERIFY POSITIVE DRAINAGE TO
MUNEVAR RD. NO CROSS LOT DRAINAGE
PERMITTED.
GRAPHIC SCALE IN FEET
0 15 30 60
* E)UftWtrf0P6 WtESEMIS Par
-ZU-E&*L "A"Af&, A/017 IV*1-0,KAL
CAA06.
I
No. 78572
0
HANGE NO.1
DESCRIPTION
APPROVED
1 DATE
BENCHMARK
AS-BUILT APPROVALS
1 UtZA�ZNtLl t:ST:
1 UK8�VVN UT:
1 UHLUKLU tIT:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
SGP
SGP
J513
4L
IzFezftx� t5xAwvvL?!s
S jkK?j
C�-\ .6,
DESCRIPTION: 2.5" BRASS DISC ENC-48
LOCATION: NORTHWEST CONER OF CONC.
DROP INLET. NORTH SIDE OF SANTA FE
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 10/23/2018
R.C.E. NO.: 78572
--'--7-JUSTIN S. BECKER, P.E. EXP.: 9/30/2019
RE=N9fD:
64mwvu- A=A
JESSE 0 S
If CIT(s NCIEER
DATE Z!00
SIMPLIFIED GRADING PLAN FOR:
846 MUNEVAR ROAD
SANTA FE CHRISTIAN SCHOOL
260-132-23-00
PLANNING CASE NO: N/A
13681 -SG
PUBLIC WORKS
A-^
Aklk- DATE
DR. 175 FT WEST OF 1-5 S.B. OFFRAMP_
PLANNING
�V4
RECORD FROM: ENCINITAS S.C.N.
ELEVATION: 273.376 DATUM: NAVUZ5ZS
REVIEWER
DATE
INSPECTOR
SHEET 2 OF 3
I
1HB
— — PROPERTY LINE
CENTERLINE
_ FIBER ROLL PER DETAIL 2, HEREON
SILT FENCE PER DETAIL 4, HEREON
CHECK DAM, GRAVEL BAGS TO BE
STACKED 2 BAGS HIGH
—� — PROPOSED FLOWLINE
- EXISTING FLOWLINE
LIMITS OF GRADING
EXISTING FENCE
2" X 2" WOOD POST
OR STEEL FENCE POST
M Trn r nnin ..•rrn,•i can" unnr nni, c
II ��BURY BOTTOM OF FILTER MATERIAL
IN 8" X 12" TRENCH
W AAAY
FRONT ELEVATION
„. ✓ _ 1..
�. � FILTXR2FABRIGAMWIRERI
FABRIC OR EQUIV.
J l
_ - - � ( � r,. ✓ � � � �� �� � � � , I FOLD &SET FILTER
30.0' FABRIC INTO SOIL 12"
{ -
STABILIZED CONSTRUCTION --
i I ENTRANCE PER DETAIL 1, ) -
HEREON '
y
2
// $\ BA
_
1 CL
E
—° _ -
_r 771 _.
I
I I I fry - r NO'00'03 W 8 9 72' — — — — — — — — —
100.0' P E� STING SHRUBS
PROTECT IN PLACE -- MIN. EXISTING VEGETATED
EXISTING PALM TREES GRAVEL BAG CHECK DAM SWALE FLOWLINE Z
EX - -
\ PER DETAIL 3, HEREON
i I l-
EROSION CONTROL PLAN
GRAPHIC SCALE IN FEET
0 15 30 60
<FILL AND COMPACT THE
:AVATED SOIL IN TRENCH
AND ON BOTH SIDES OF
FILTER FENCE FABRIC
8'
2" X 4" WOOD POST
ALT: STEEL FENCE POST _
f
SECTION A -A
D SILT FENCE
PER CASQA BMP SE -1
N.T.S.
2" X 2" 14 GA WIRE
FABRIC OR EQUIV.
NOTES:
1. CONSTRUCT SILT FENCE ALONG A LEVEL
CONTOUR.
2. WHEN STANDARD STRENGTH FILTER FABRIC IS
USED A WIRE MESH SUPPORT FENCE SHALL
BE FASTENED TO THE UPSLOPE SIDE OF THE
POSTS USING HEAVY- DUTY WIRE STAPLES
AR LEAST 1" LONG TIE WIRES OR HOG RINGS.
THE WIRE SHALL EXTEND INTO THE TRENCH A
MINIMUM OF 4 ".
3. STANDARD STRENGTH FILTER FABRIC SHALL
BE STAPLED OR WIRED TO THE FENCE AND
40" OF THE FABRIC SHALL EXTEND INTO THE
TRENCH. WHEN EXTRA - STRENGTH FILTER
FABRIC AND CLOSER POST SPACING ARE
USED THE WIRE MESH SUPPORT FENCE MAY
BE ELIMINATED AND THE FILTER FABRIC
STAPLED OR WIRED DIRECTLY TO THE POSTS.
4. FILTER FABRIC SHALL BE PURCHASED IN A
CONTINUOUS ROLL THEN CUT TO THE LENGTH
OF THE BARRIER. WHEN JOINTS ARE
NECESSARY FILTER CLOTH SHALL BE SPICED
TOGETHER ONLY TO A SUPPORT POST WITH
A MINIMUM 6" OVERLAP AND BOTH AND
SECURELY FASTENED TO THE POST.
5. THE TRENCH SHALL BE BACKFILLED WITH
IMPACTED NATIVE MATERIAL.
6. IF 85% OR MORE OF A SOIL BY WEIGHT
PASSES THROUGH THE OPENINGS IN A NO.
200 SIEVE (U.S. STANDARD) FILTER FABRIC
SHALL NOT BE USED.
7. FILTER FABRIC MATERIAL SHALL CONTAIN
ULTRAVIOLET RAY INHIBITORS AND
STABILIZERS TO PROVIDE A MINIMUM OF 6
MONTHS OF EXPECTED USABLE
CONSTRUCTION LIFE AT A TEMPERATURE
RANGE OF 0 DEGREES FAHRENHEIT TO 120
DEGREES FAHRENHEIT.
8. SILT FENCES SHALL REMAIN IN PLACE UNTIL
THE SLOPED AREA IS PERMANENTLY
STABILIZED.
9. LEAVE AN UNDISTURBED OR STABILIZED AREA
IMMEDIATELY DOWNSLOPE FROM THE FENCE.
3" -6" DIAMETER 5p' TYP STEEL PLATE WITH c�
AGGREGATE BASE UNDULATIONS TO REMOVE
24' pA, SEDIMENT FROM TIRES 2
ql ySZpH 6 3/4 X 3' STAKE
g'E'D MAX 4' SPACING
v TE/ Lz 1i
8" MIN FIBER ROLL �f
V N
x/�/ /v� /. ,vi/ �✓ l \� EXCAVATED
+"Q� ! \ ��i/A �j/ j�� /�%�! /�ff�f✓vl���jj��� /wfj�fi�✓ MATERIAL c3r� GRAVEL BAG FILLED
Z SLOPE PER ms's
Z WITH COARSE GRAVEL
C14 - STEEL PLATE DETAIL �Of
20' R TYP. � 2 PLAN
FILTER FABRIC TIRE WASH RACK NOTES:
PER DETAIL 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL / SECTION 18°
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC I MIN
SEDIMENT TRAPPING DEVICE RIGHTS -OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR J�
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. WOOD STAKE ANCHOR SPACING 2 BAGS
SLOPE GRADIENT ANCHOR SPACING HEIGHT MIN
STEEL PLATE AT CONSTRUCTION 2• WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE <4:1 NOT REQUIRED
ENTRANCE /EXIT ONTO PUBLIC RIGHT -OF -WAY. 4:1 TO 3:1 10 ON CENTER
EXISTING >3:1 5' ON CENTER
PAVED /�1j,,�/ �!.� /� �l 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
ROADWAY
STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SPECIAL NOTE:
ENTRANCE /EXIT SECTION p �9�
SEDIMENT TRAP OR SEDIMENT BASIN. NO PLASTIC NETTING WILL BE USED IN THE EROSION QROF ESS/
CONTROL PRODUCTS.
FIBER ROLLS GRAVEL BAG CHECK DAM m
PER CASQA BMP SE -5 PER CASQA BMP SE -8
No. 78572
STABILIZED CONSTRUCTION ENTRANCE N.T.S. N.T.S.
PER CASQA BMP TC -1 JJ9� CIV1��P
N.T.S.
CALF
HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
S P I SGP I JSB
WOW DKAWIWIIS DESCRIPTION: 2.5" BRASS DISC ENC -48 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MENDED: AP 0 D � SIMPLIFIED GRADING PLAN FOR: 846 MUNEVAR ROAD
LOCATION: NORTHWEST CONER OF CONC. a PUBLIC WORKS IVA � DATE: 10/23/2018 �. �+
DROP INLET. NORTH SIDE OF SANTA FE - SANTA FE CHRISTIAN SCHOOL 13681 -SG
DR. 175 FT WEST OF 1 -5 S.B. OFFRAMP GI E DATE PLANNING A I^ — JES ENS ebw^mp 6R,
R.C.E. NO.: 78572 / CITY jNGItER t 8 260- 132 -23 -00
RECORD FROM: ENCINITAS S.C.N. �.� -
ELEVATION: 273.376 DATUM: NAVD88 CIT9° GINEER DATE REVIEWER 4 Z JUSTIN S. BECKER, P.E. EXP.: 9/30 2019 DATE S E i
_ INSPECTOR 9 / DAB PLANNING CASE NO: N/A SHEET 3 OF 3