2015-12334 G (Plans)RIGHT- OF- WAYNOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT -OF -WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK N077CE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER
TO KNOW WHERE HIS /HER PROPERTY LINE IS
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
APPROVED DRAINAGE FACILITY.
UT/L/TYNOTE
ALL U77LI71ES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF 774E CITY OF ENCINITAS AND
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL
BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT 777LED "LIMITED GE07ECHNICAL INVESTIGATION" PREPARED BY GEOCON DATED
AUGUST 267H, 2013 PROJECT #G1571 -42 -01 SHALL BE CONSIDERED AS A PART OF 71415 GRADING PLAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA7IONS AND SPECIFICA77ONS
CONTAINED IN SAID REPORT.
J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUC77ON W17741N PUBLIC RIGHT -OF -WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNC77ON WITH IMPROVEMENT PLANS
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU77ONS REQUIRED TO PR07ECT ADJACENT
PROPER77ES DURING GRADING OPERA77ONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
REPAIRED TO COND177ON EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED
OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A
LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS AND REGULATIONS
& GRADING AND EQUIPMENT OPERA77NG WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. AND 7.•30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS
9. NO GRADING OPERA77ONS SHALL COMMENCE UN77L A PRE - CONSTRUCTION MEETING HAS BEEN HELD
ONSI7E W17H THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,
GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUC77ON MATERIALS TO ANY PROPOSED CONSTRUC77ON S17E WITHIN
THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY K17H ALL COND177ONS AND REQUIREMENTS
THE CITY ENGINEER MAY IMPOSE WI7H REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLE77ON OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CER7IFICA710N" SHALL BE PROVIDED
STA7ING. 'THE GRADING UNDER PERMIT 12334 -G HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE
K1774 THE APPROVED GRADING PLAN OR AS SHOWN ON 774E ATTACHED AS- GRADED PLAN ". THIS
STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES
SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
DIREC77ON HE SHALL INSPECT AND TEST THE EXCAVA7ION PLACEMENT AND COMPAC77ON OF FILLS AND
BACKFILLS AND COMPAC77ON OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERA77ONS HE
SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND
THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVA77ONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CON7RACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DPAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE
TC ADJOINING PROPER77ES OR FINISHED WORK ON THE S17E AND SHALL TAKE REMEDIAL MEASURE TO
PREVENT EROSION OF FRESHLY GRADED AREAS UN77L SUCH TIME AS PERMANENT DRAINAGE AND EROSION
CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE K17H STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL
SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
LOOSE FILL AND ALLUVIAL SOILS SHALL BE 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 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SM007H
SURFACE AND UNIFORM CROSS SEC77ON. THE SLOPES OR EXCAVA77ON AND EMBANKMENTS SHALL BE
SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND
ORDERLY COND1770N. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVA7ION OR
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF
THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH 774E GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
07HERKISE DISPOSED OF OFF 774E SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS 774AT HAVE
BEEN CLEARED K17H A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF
LOCA71ON OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO
714E DISPOSAL OF ANY SUCH MATERIAL.
17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR
WIININ CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING
CONS7RUC77ON UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE
OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM
THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJEC77ON ON THE GROUND).
IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PR07ECTED IN PLACE. EVEN IF
APPROVED IMPROVEMENTS ARE IN CONFLICT K17H A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE
PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
AS -8 UIL T
ENGINEER OF WORk DATE
SRAOLFY�D. SAGER, RCEC05450 Exp. 114017
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE COY AT (760) 519 -8495, 24 HOURS A DAY.
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE ON OCTOBER 1 AT CONVENIENT LOCA71ONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
4. 714E CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
SA77SFAC77ON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADD177ONAL EROSION CON7ROL MEASURES AS MAY BE REQUIRED
BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA7ON OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
6. THE CON7RACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN77ALLY UNSAFE.
7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT
THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN 714E FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND
0714ER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORMWATER POLLU7ION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES
INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC77ON
AND DISCHARGE ONTO THE S7REET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORMWA7ER POLLU77ON CONTROL SHALL NOT BE
MODIFIED W774OUT A PERMIT FROM 774E CITY.
I`)
J. ALL IMPERVIOUS AREAS WITHIN THE S17E SHALL DRAIN TO APPROVED BMP /IMP FACIL177ES AND /OR
TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE.
ALL IMPERVIOUS AREAS MUST SLOPE TOWARD 774E APPROVED BMP/IMP FACILITY AND /OR THE
TURF /LANDSCAPED AREAS
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY 07HER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 29 CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
AN0774ER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO
AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACIL177ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM 774E CITY.
Z THE INSTALLA77ON OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON 7741S PLAN MAY REQUIRE
THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY K17H STORMW47ER
BEST MANAGEMENT PRAC77CE REQUIREMENTS. 774E TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS,
NON- COMBUS77BLE ROOF 774AT WILL NOT 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 HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPS7ER AND TO PREVENT ANY
FLOW OF STORMWATER THROUGH 774E TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED
WIDE AND FLAT TO ALLOW ROLLING OF 774E DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF
CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
SEPARATOR AND IS 774EN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN
SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT NOTES:
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICA77ONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DIS7RICT DOES NOT CONSTITUTE REPRESENTATION
AS TO THE ACCURACY OF, THE LOCA77ON OF OR 774E EXISTENCE OR NON- EXISTENCE OF ANY
UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
J. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING
OR PROPOSED CONNEC77ON SHALL BE FIELD VERIFIED. ALL EXIS77NG OR PROPOSED U77LITY CROSSING
WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL
AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
EXISTING WA7ER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED
BY THEIR PROJECT. ALL AFFECTED W47ER FACILITIES MUST MEET CURRENT WATER AGENCIES'
STANDARDS COMMITTEE (WASC) STANDARDS IF FACIL177ES DO NOT MEET STANDARDS, THEN THEY
SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
5. U77LI77ES TO MAINTAIN MINIMUM 5 -FOOT SEPARA77ON WHEN PARALLELING WATER SERVICES
6. MINIMUM HORIZONTAL SEPARA77ON OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS
Z ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL 07HER TRAVELED WAYS
WATER METERS MUST BE IN FRONT OF THE PARCEL 7HEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN
774E CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN
COMPLIANCE WI7H THIS LAW, THE DISTRICT SHALL 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
CA7740DIC PR07EC77ON IN ACCORDANCE WITH WC -17 OR WC -18.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON
SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER
CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNA77NG 774E WASHOUT LOCATION.
CONSTRUCTION S/TEACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT
OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING,
VEHICLE REFUELING, AND ROU7INE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PRO7EC7ED
AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER
VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVA7ON AND GRADING ACTIW7ES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PR07ECT
CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES
REMOVE EXIS71NG VEGETA7ION ONLY WHEN ABSOLU7ELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO
AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY
HELP DECREASE EROSION.
TEMPORARY VEGETA77ON MUST BE PLANTED ON SLOPES OR WHERE CONS7RUC77ON IS NOT IMMEDIA7ELY PLANNED FOR EROSION
CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NG FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD
AND BIND THE SOIL.
PLANT PERMANENT VEGETA7ION AS SOON AS POSSIBLE, ONCE EXCAVA77ON AND GRADING AC77WT1ES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE
THESE PRODUCTS WHERE 774EY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR
ALL FUEL STORED ON -SITE ELIMINATE OR REDUCE POLLU7ION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES
MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY
FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR
PR07ECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER
AT ALL TIMES
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN 774E CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH
THE CITY OF ENCINITAS STORMW47ER POLLUTION CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO
EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONS77?UCT70N MATERIALS.
DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM
IS STRICTLY PROH1817ED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL
DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPS17ES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS
SHALL REMAIN CLOSED AT ALL TIMES DUMPS7ERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUC77ON MATERIALS, INCLUDING SOLVENTS, W47ER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
CONCRETE, WOOD, AND CLEARED VEGETA7ION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMAT70N ON DISPOSAL OF HAZARDOUS MATERIAL,
CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMA77ON ON LANDFILLS AND TO ORDER
DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUT7ER, AND STORMDRAIN. CONTRACTOR MUST ROU77NELY
CHECK AND CLEAN UP MA7ERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION S17E
FOR MORE INFORMATION ON STORMWATER POLLU7ION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND U77LITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS77NG U77LI77ES EXCEPT AS SHOWN
ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PROTECT ANY EXIS77NG
U77LI77ES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS 774E CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID U77LI77ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCA77ON OF U77LI77ES AND
N077FICAT70N OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DIS77?ICT - -1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL N077FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT
PHONE. (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE. (760)633 -2770. ALL WORK PERFORMED
WITHOUT BENEFIT OF INSPEC7ION WILL BE SUBJECT TO REJEC77ON AND REMOVAL.
EARTHWORK DATA
THIS PROJECT PROPOSES NO EARTHWORK.
IMPERVIOUS AREA
THIS PROJECT PROPOSES ONLY LINEAR STORM DRAIN U77LI77ES AND SWALE AND PROPOSES
NO CHANGE IN IMPERVIOUS AREA.
Underground Service Alert FIELD OPERATIONS
ou mm YOU
CALL TOLL FREE
1- 800422 -4133
m lam pm so= iwm SI N DA-
OWNER
SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
710 ENCINITAS BLVD:
ENCINITAS, CA 92024
(760) 753 -6491
SITEADDRESS
675 BALOUR DR.
ENCINITAS, CA 92024
APN :259- 320 -04, 259 - 181 -01
LEGAL DESCRIPTION
APN 259 - 320 -04
THE SOU714 QUARTER OF THE SOUTH HALF OF THE SOUTHEAST
QUARTER OF 714E NORTHWEST QUARTER OF SEC71ON 14,
TOWNSHIP 13 SOUTH, RANGE 4 WEST SAN BERNARDINO
MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT
THEREOF.
APN 259 - 181 -01
THE NORTH HALF OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SEC77ON 14, TOWNSHIP 13 SOUTH,
RANGE 4 WEST, S.B.M. EXCEP77NG THEREFROM 774E SOUTH
V/CINITYMAP
NOT TO SCALE
QUARTER THEREOF AS CONVEYED TO 7740MAS J. VAN DERSLICE,
SR., ET UX, BY DEED DATED DECEMBER 2, 1946, RECORDED IN KEYMAP
BOOK 2293, PAGE 377 OF OFFICIAL RECORDS OF SAN DIEGO 1 ° = 500'
COUNTY.
ALL BEING IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA.
OWNERS CERTIFICATE
I (WE) HEREBY CER77FY 774AT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC77WTY
AND ADVISE ON THE COMPAC77ON AND STABILITY OF THE SITE.
SIGNATURE IbW DA 7E 1 la It
RICK SCHMITT
FOR SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
SOILS ENGINEERS CERTIFICATE
I, RAUL R. GARCIA A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE
FIELD OF APPLIED SOIL MECHANICS, HEREBY CER77FY THAT A SAMPLING AND STUDY OF THE SOIL COND177ONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIREC77ON ON AUGUST 26, 2013. ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO
THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CER77FY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING
PLANS AND�jSPECIFICA71ON�S.
SIGNED: It / Z
GE NO.: 2842
•
EXP. DATE • 3- /A Z 0 /4P 'f ,
JOB J: G1571 -42 -01
GEOCON, INC. 11s
6960 FLANDERS DRIVE
SAN DIEGO, CA 92121
(858) 558 -6900
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
GENERALLY ACCEPTED STANDARDS AND PRAC710ES OF THE ENGINEER'S TRADE OR PROFESSION. 774E ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULA7IONS REQUIRED BY THE CITY OF ENCINITAS, TO 774E EXTENT THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN
ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DE7ERMINA710N BY 774E
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 774E NEGLIGENT AC75,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES AC77NG W1774IN THE COURSE AND
SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE. 0
BRADLEY D. GER
LATITUDE 33 PLANNING AND ENGINEERING
9968 HIBERT STREET SECOND FLOOR
SAN DIEGO, CA 92131 (858) 751 -0633
RCE EXPIRES 1213112017
DATE.
-' Q No. C054564 0 z
z Exp. 12 -2017
BMP PROJECT STATUS 1
PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT
DATE I SIGN DATE SIGN DATE
STANDARD
ENCINITAS FIRE DEPARTMENT
"VA
zs16
CHANGE NO.
DESCRIPTION
AS-BUSLT
APPROVED
DATE
BENCHMARK
CITY OF ENCINITASGPSPNTNO.1021(STA.NAME
ENC -21) ON THE CENTERLINE OF VILLAGE PARK WAY
AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS
CONTROL NETWORK. 2.5" BRASS DISC
STAMPED "RCE 9416."
ELEVATION IS 264.32 NAVD88.
SCALE
HORIZONTAL: NOTED
VERTICAL: NOTED
SPECIAL DISTRICT APPROVAL
DESIGNED
BY:
DRAWN BY:
CHECKED BY
GINEERING DIVISION APPROVALS
RECOMMEN ED:S1w APP V
MASIH MAHER GLENN PRUIM
211 1 1(o 3�y0��
DATE DATE
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
� TL
GRADING PLAN FOR: 675 AL ®U� ��� V Li
v
PRIVATE STORM DRAIN IMPROVEMENTS
SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
PLANNING CASE NO: N/A APN 259- 320 -04, 259 - 181 -01
DRAWININO.
1233SURVEY
BD,, LW BDS
PLANS PREPARED UNDER SUPERVISION OF
DATE: �� /b
y� R.C.E. NO.: C054564
Bradley D. Sag r EXP.: 12 -2017
SHEET 1
a!
0
v
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0 -
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ww (Do
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�_°
�Zoz00
g0)(Apo.
1 *�
J I EX. STORM DRAIN INLET TO REMAIN j PVT MODIFIED TYPE 'F' INLET
�, - -- SEE DETAIL 'D' SHEET 4
N 1960973.71, E 625091204
r CUT EXISTING CONCRETE DITCH AT FLOW LINE 356.80 RIM
REMOVE WEST HALF AND INSTALL NEW DITCH r_ 354.00 IE
_._ PER DETAIL 'G' SHEET 4 35390 FL OUT
-- _ -_i I r
_ - - - - -- - - MATCH EX. DITCH
5' 7RANS171ON FROM NEW
DITCH TO EXISTING DITCH
I
I- -- I - �_ TO MODIFIED TYPE 'F'
PER DETAIL 'E' SF
EX. CONCRETE DITCH TO REMAIN
At LJIDE, 4 »HIGH
I � �ROPOSED P 2'i "XZ4 "BROOKS
EX. STORM DRAIN
TO REMAIN \ BOX OR EQUIVALENT W/OAArE
370.3 RIM
i 362.5 IE IN
362.3 lE OUT-1
I \ \
EX. 10" ACP WATER LINE
300 WATER LINE
EX. BOYS
F I AND GIRLS CI
BUILDING
IIII �
4 I
MATCH EXISTING IMPROVEMENTS CONNECT
VALLEY GUT7ER TO EX. GUTTER
.I I REMOVE AND REPLACE
! AC BERM AS REQUIRED
MATCH EXIS77NG
-T _j /` A Y `Y
INSTALL VRLLEY GUTTER `
? PER 0E- TA1L'G' SNEET -I
r
f yl t , �
rti
11 IF
LEGEND
PROPERTY BOUNDARY
EX. CONTOUR -` 388
{
I
N}
I
IT
EX. STORM DRAIN PIPE TO BE REMOVED
EX WATER SPIGOT TO REMAIN
EX. STORM DRAIN
TO BE REMOVED - - -__-
4 _
PROPOSED PVT. 24 X24 BROOKS BOX
OR EQUIVALENT W/ TRAFFIC RA7ED LID
N 1960918.64, E 6250804.20
370.9 RIM II h
365.1 IE IN
364.9 IE OUT
PROPOSED PVT 24 "X24" BROOKS BOX'
OR EQUIVALENT DIVERSION S7RUCTURE
PER DETAIL 'A'
N 1960888.13, E 6250784.62
377.4 RIM
3739 IE IN
373.9 IE OUT (12 ")
373.9 IE OUT (6 ")
EX. STORM DRAIN
TO BE REMOVED �
CONNECT EX. DITCH
TO NEW BROOKS BOX I III
,
CORE THROUGH EX.
RETAINING WALL FOR
PIPE OUTLET
_-
/ ......
7cn _
' VERIFY STORM DRAIN PIPE OUTLET
f -371.2 FL TO MATCH EX. FINISH
f %SURFACE
/
/EX. RETAINING-
j WALL _._.
EX. AC PAVING
EX. WATER LINE w
EX. STORM DRAIN LINE
EX. BUILDING
PROPOSED STORM DRAIN - - -
PROPOSED PRECAST CONCRETE BOX
PROPOSED ELEVA77ON XXX.X
EX. ELEVA77ON
( IN FEET )
1 inch = 20 ft
CHANGE
a
E �1
EX. 10' WIDE DRAINAGE EASEMENT
PER MAP NO. 7451
CAP EX. INLET PIPE
_ �.
r�EX. PUBLIC CONCRETE DITCH,_ �-- �-%� -� -�
-- - EX STORM DRAIN
TO Bf REMOVED STORM DRAIN _
-C ROOF BE REMOVED _
CONNECT EX. ROOF DRAIN _ - --
PIPE TO NEW PIPE
J W17H 18 0X18 "X6" TEE --
-_- - 7-
PROPOSED PVT 24 "X24" BROOKS ^ _ MATCH EX. GUTTER
BOX OR EQUIVALENT W/ GRA7E
`N 1960921.49,E 6250885.38 CONNECT EX. ROOF DRAIN
\ 370.1 TG PIPE TO NEW PIPE
3635 IE IN WITH 18 "X18 7X6" TEE \
3633 IE OUT
EX. BOYS
\ AND GIRLS CLUB
GYMNASIUM
NOTE, CONTRACTOR TO VERIFY DEPTH OF WATER
AND DRY U77LI77ES AT PROPOSED CROSSING PRIOR
TO CONS7RUC77ON. N077FY ENGINEER IF ANY
CROSSING U77LITY IS DEEPER THAN 3.0' DEEP.
MAINTAIN 1.0' MINIMUM VER77CAL CLEARANCE
BETWEEN EX. U77LI77ES AND NEW STORM DRAIN.
(370. 1P)
-- --- - - -- - -- PROVIDE CUT -OFF WALLS
PER SDRSD SP -07 -
--
_ -._
- �-- PROPOSED PVT 24 "X24" BROOKS _ mm
BOX OR EQUIVALENT W/ GRATE
N 196084744 E 6250752 02 -`
�I
..
i f
i JJ j. Z/
INSTALL PVT. TYPE 'F' INLET PER SDRSD D -07
CONNECT TO EX. CONCRETE VALLEY GUTTER
N 1960789.44, E 6250890.17
370.1 RIM
368.8 FL
365.4 IE
�
f�
PROPOSED PVT EARTHEN SWALE AT 0.8%
PER DETAIL 'B' SHEET 4
_-T ; 369.3 FL
PROPOSED PVT EARTHEN SWALE AT 0.89
PER DETAIL 'B' SHEET 4
5 LF PVT VALLEY GUTTER
MATCH EX. SECTION
i
I j
I EX. CONCRETE VALLEY GUTTER
„
1 4 i e
'I
_.._...
' -.-- -- "WATER LINE Lp G REL[)CATED.- --
386.08 TG
// 381.25 IF OUT Z - - - ..
EX. BACKFLOW l
f P NTER TO REMAIN
'; 1/r I - 1
f PORTION OF EX. FENCE , J
TO BE REMOVED
L CHAIN LINK FENCE
f j x
CUT EX. STORM DRAIN
AND INSTALL NEW
(385.5 FL) CON7RAC�R
TO VE IFY
/
DRY U77LITY TO BE PA®TECTE
CONTRACTOR TO VERIFY
J
® STORM DRAIN DATA TABLE
NO
LENGTH
BEARINGIDELTA
RADIUS
GRADE
REMARKS
1
50.21'
N3970'42 "E
- --
15 9
12" HDPE - PVT
2
34.46'
N34 02'17 "E
- --
26 9
12" HDPE - PVT
3
79.23'
N87'5926 "E
- --
1.8 9
12" HDPE - PVT
4
50.00'
N14933 "W
- --
1.5 9
18" HDPE - PVT
5
25.34'
N8902329 "W
- --
33 9
24" RCP - PVT.
6
65.16'
N8'59'16 "W
- --
2.0%
6" PVC - PVT
7
129.64'
N2'02'16 "W
- --
1.5 9
18" HDPE - PVT
8
6Q'
N4123'02 "W
- --
2.0%
6" PVC - PVT
9
22.62'
322347"
40.00'
2.0 9
6" PVC - PVT.
10
11.03'
N63050'16 "W
- --
2.1 9
6" PVC - PVT
11
52.23'
N8'52'56 "E
- --
1.4 9
4" PVC - PVT
* PROVIDE CUT -OFF WALLS PER SDRSD SP -07
# PROVIDE 2 -18" DISSIPATOR RINGS EVENLY SPACED
IN 24" RCP STORM DRAIN
+ CONTRACTOR TO MATCH SIZE OF EXIS77NG PIPE
APPROVED DATE BENCHMARK SCALE
CITY OF ENCINITAS GPS PINT NO. 1021 (STA. NAME,;
ENC -21) ON THE CENTERLINE OF VILLAGE PARK WAY HORIZONTAL: NOTED
AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST
OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS
SURVEY CONTROL NETWORK. 2.5" BRASS DISC VERTICAL: NOTED
STAMPED'RCE 9416."
ELEVATION IS 264.32 NAVD88.
- -- - - X/MATE LOCA7)ON OF - _. -
__ __
-- - - EX. STORM DRAIN ,j,9
TO BE REMOVED ---
BIO- RE7EN77ON BASIN '
SEE DETAIL 'F' SHEET 4'
BOTTOM ELEV. 385.25 r EX. WATER LINE
l 900 SF - �TO REMAIN
w �I w -4-- - - -w -w30' 1--- - -)W-
_........._ - - -- --
r
2
T
11 � CUT EX. STORM GRAIN
AND INSTALL NEW PIPE
(386.0 FL) CONTRACTOR
INSTALL MODIFIED HEADWALL PER TO VERIFY
- SDRSD D -32 (D=6" A =1; B=67 H =2' - �_
- sve L =2) AND RIP RAP PAD (2'X5, N0. 2 APPROXIMATE LOCATION OF
BACKING, T =1.1' OVER FILTER FABRIC) EX. 4" STORM DRAIN
385.25 FL OUT TO REMAIN
K\A
APPROXIMATE LOCATION OF
EX. 6" STORM DRAIN TO REMAIN
GRADING PLAN
1" - 20'
EX. STORM DRAIN
TO BE REMOVED
T "w
i �f•
t �
371.3 FL �
PROPOSED PVT EARTHEN SWALE J
AT 39 PER DETAIL 'B' SHEET 4 1
PROPOSED PVT EARTHEN SWALE J
AT 59 PER DETAIL 'B' SHEET 4
EX. AC PEOES7RIAN
- w �- - -
O�
373.2 FL
NOTES:
1. STORM DRAIN PIPE SHALL BE PVC OR HOPE WI7H
TRENCHING, BEDDING, AND RESURFACING PER SDRSD
D -60, G -24, AND G -25.
2. HOPE PIPE SHALL BE SM007H LINED HOPE UNLESS
07HERWISE NOTED.
J. EX. UTILITY LOCA77ONS ARE APPROXIMATE. CONTRACTOR
TO VERIFY LOCA77ON AND ELEVA7ION IN FIELD PRIOR TO
CONSTRUCTION.
Underground Service Alert BMP PROJECT STATUS
oumm"Im
STANDARD
9 FL
DRAWING NO.
12334 -G
SHEET 2 OF 4
O
O co
J_ o
o
z
O cc
w
w�¢
wNw
rn a
h H U M
n�C
wwo
a o
:D_F) ^
i= (0 <
CALL TOLL FREE
1- 800422 -4133
feo msa nm mm rov m
SPECIAL DISTRICT APPROVAL
DESIGNED BY:
DRAWN BY:
CHEBDED BY:
ENGINEERING DIVISION APPROVALS
CITY
OF ENCINITAS -
PUBLIC WORKS DEPARTMENT
PLANS PREPARED UNDER SUPERVISION OF
Z� -14
RECOMMEND D: APP VE
GRADING PLAN FOR:
675 BALOUR DRIVE
DATE: 2-
R.C.E. NO.: C054564
MASIH MAHER GLENN PRUIM
PRIVATE STORM DRAIN IMPROVEMENTS
i
(Bradley D. Sager
2lZq 1 [ 3�y�j�
SAN DIEGUITO UNION HIGH SCHOOL DISTRI
EXP.: 12 -2017
DATE DATE -I
PLANNING CASE NO: NIA APN 259 - 320 -04, 259 - 181 -01
9 FL
DRAWING NO.
12334 -G
SHEET 2 OF 4
O
O co
J_ o
o
z
O cc
w
w�¢
wNw
rn a
h H U M
n�C
wwo
a o
:D_F) ^
i= (0 <
-,
t I
i I I
v ti- �_j
EX. STORM DRAIN INLET
i
CONCRETE DITCH
I ICI I
l II
EX. BOYS
- - - -- -- � ?-- , AND GIRLS CLUB=
Nil-. GYMNASIUM
I
I ,T
I� (
jf I EX. BOYS I L
I' I AND GIRLS CLUB -- — r — —
E I�
BUILDING - - -
= -
I _
I ii i I I i Ir f
4
--
t
,
-......
_. 85
f TA/NING
WALL
t - EX. AC PAVING \ r I
i
EROSION CONTROL LEGEND
SILT FENCE —0 0 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 2. STAPLE WIRE FENCING TO THE POSTS
BY 10 CM) TRENCH UPSLOPE FROM AND ALONG
FIBER ROLL 000000000000 THE LINE OF POSTS
GRAVEL BAG BERM
000
)
sve
I�
CONCRETE DITCH r-
W
/r/
.y
E
i
± E
i I
� I
SEX. CONCRETE VALLEY GUTIER
- W -
0
� � i
4 7
t ,
\ — — — f
37
EX. AC PEDESTRIAN TRAIL
1 � I
OF
—"W — W — _
OF
-F,i I I
EROSION CONTROL PLAN
1" = 20'
GRAVEL BAG SPACING.
PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS PAVED OR
R/W UNPAVED AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS
MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION
RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL
A¢ ¢ g EXTEND COMPLETELY ACROSS 7HE STREET OR CHANNEL AT RIGHT ANGLES
GRAVEL BAG INLET PR07ECT70N vii �' TO THE CENTER LINE. EARTH MAY NOT BE USED AS VELOCITY CHECK
000 ": ,o::,.,•,,,.,• ,'� / /��� oho Wig MS
EROSION CONTROL BLANKET + + + + �Z U NUMBER OF
PER CALTRANS SS -07 GRADE OF STREET INTERVAL BAGS HIGH
4 IN (10 CM) REQUIRED F EX77?A STRENGTH
SILT FENCE IS USED. GRAVEL BAGGING ON STREETS LESS THAN 2.0% AS REQUIRED
NOTE' CONTRACTOR TO COORDINATE LAYDOWN AREA AND 3. ATTACH THE FILTER FABRIC TO THE WIRE 2% - 4% 100 FEET 1
CONSTRUCTION ENTRANCE WITH OWNER AND IMPLEMENT 4. BACKFILL AND COMPACT THE EXCAVATED �0 4% - 6% 50 FEET 1
4"
12"
I
ROLL ENT
FINISHED
GRADE
STAKE
ASSOCIA7ED EROSION CONTROL MEASURE ACCORDINGLY. FENCE AND EXTEND IT INTO ME TRENCH. SOIL. F,� p* 67.- 10% 50 FEET 2
c� 0p� — OVER 10% 50 FEET 2 ENTRENCHMENT DETAIL ENTRENCHMENT DETAIL
F EMBED ROW OF GRAVEL BAGS 1N SLOPE AREA IN FLAT AREA
® BAGS NT D
FILTER FABRIC o000 �- OPENING AT INLET THE PROVIDE VELOCITY
INDICATED BELOW UNLESS CHANNELS ARE LINED WITH AT FIBER ROLL
III M d WIRE _ 7EMPORARY MATERIALS SUCH AS PLAS77C SHEETING. NOT TO SCALE
0 10 20 40 60
FIBER ROLL
( IN FEET )
1 inch = 20 ft. NOT TO SCALE
CHANGE NO. DESCRIPTION ki--Vt�.IAA PPROVED DATE BENCHMARK SCALE
AS- BUILT I r9 'l I ( � 11 •2.9fWA I CITY OF ENCINITAS GPS PNT NO. 1021 (S TA. NAME
ENC -21) ON THE CENTERLINE OF VILLAGE PARK WAY
AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST HORIZONTAL: NOTED
OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS
SURVEY CONTROL NETWORK. 2.5" BRASS DISC VERTICAL: NOTED
STAMPED "RCE 9416."
ELEVATION IS 264.32 NAVD88.
/ RMPD 7( Sj ROW OF GRAVEL BAGS GRADE OF CHANNEL INTERVAL
TYPICAL INLET DETAIL BAG EMBEDDING DETAIL LESS 714AN 3% 100 FEET underground Service Alert BMP PROJECT STATUS
3% - 6% 50 FEET —
OVER 6% 25 FEET WLm vom STANDARD
GRAVEL BAGS
CALL TOLL FREE
1- 800422
-4133
NOT TO SCALE
SPECIAL DISTRICT APPROVAL
DESIBNDED BY:
DRAWN BY:
CHEBKOS
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
Bv:
I LW
PLANS PREPARED UNDER SUPERVISION �
RECOMME DED:
�AwD:,5�GRADING
PLAN FOR: 675 BALOUR DRIVE
R.C.E. NO.: C054564
Zo.
MASIH MAHER GLENN PRUIM
PRIVATE STORM DRAIN IMPROVEMENTS
'
2/2 / 16
2AY116
SAN DIEGUITO UNION HIGH SCHOOL DISTR7
radley D. Sager EXP.: 12 -2017
DATE DATE
APN 259 - 320 -04
PLANNING CASE NO: N/A 259-320-04,259-181-01
DRAWING NO.
12334 -G
>HEET 3 OF 4
377.4 RIM
PRECAST CONCRETE
BOX PER PLAN
12" HOPE STORM
DRAIN PIPE PER PLAN
6" PVC STORM
DRAIN PIPE PER
PLAN
12" HOPE STORM
PIPE PER PLAN
DETAIL 'A': PRECAST CONCRETE
DIVERSION STRUCTURE
NOT TO SCALE
CONCRETE DITCH
PER DETAIL 16'
INSTALL 1 5' 14I6H
352.1 Fl SPLASH WALL, 11' LONG
N: 1961003.66 ( CONTRACTOR TO VERifti
E :6250918.09 �
CONTRACTOR TO VERIFY No CONFLICT W"
NORTHERLY TREES
3531 FL
N:196099Z 95
E-6250915.03
352.y FL
I I
MODIFIED CONCRETE I
DITCH PER SDRSD
p -75 TYPE 8 I 352.7 FL
N: 1960983.67
E. 6250917.70
353.90 FL OU CONTRACTOR TO VERIFY
I
A I A
VU
I
CONCRETE DITCH PER
SDRSD D-75 TYPE 8
MODIFIED TYPE F' (353.1 FL)
INLET PER DETAIL N.- 1960971.85
E.6250916.72
CONTRACTOR TO VERIFY
MATCH EXISTING PITCH
f
DETAIL 'E': CONCRETE DITCH TRANSITION
TO MODIFIED TYPE 'F' INLET
NOT TO SCALE
MATCH
EX. GRADE
MODIFIED
CONCRETE DITTH__l
PER SDRSD 0 -75
TYPE 3
1 6 I
A-IAj-t
I' MIN.
CONCRETE DITCH
PER SDRSD D -75
TYPE 8
SECTION A -A
NOT TO SCALE
PROTECT
EX. FENCE
EX. DITCH
TO 3E REMOVE.)
BOYS AND GIRLS
CLUB FIELD
VARIES, MAX. 2:1
MATCH EX.
MODIFIED TYPE 'F' INLET
PER SDRSD D -07 AND D -11
WITH LOCKING MANHOLE
TOP OF SLOPE OPEN ON NORTH SIDE ONLY
4.0' X 3.5'
RIM PER PLAN
6" HIGH EARTHEN BERM
0.5'
6" NA71VE SOIL AT 95% RC
DETAIL 'B': EARTHEN SWALE
NOT TO SCALE
NOTE: CONTRACTOR TO
VERIFY NO CONFLICT
WITH EXISTING 6ATES
OVERFLOW AND MAINTENANCE
ACCESS RISER WITH GRATE
24 "X24" BROOKS BOX OR
EQUIVALENT
INSTALL FILTER FABRIC
BETWEEN LAYERS
INSTALL 30MIL IMPERMEABLE LINER J
OUTLET PIPE PER PLAN TO
STORM DRAIN
INSTALL /4ULC% OVER
BOTTOM OF SASIN
TOP AREA
BOTTOM AREA
° N
O
A
VARIES, MAX. 2:1
MATCH EX. GRADE
INSTALL SONDED FISER MATRIX
ON SIDE SLOPES
18" AMENDED O
SOIL DEPTH
18" GRAVEL O
LAYER
_ 6" CLEAN -OUT O
PORT
4" PERFORATED PVC O
PIPE AT 0.5% MIN.
DETAIL 'F: BIO °RETENTION BASIN
NOT TO SCALE
3'
FLOW LINE
EX. AC PAVING
'Cc MIN. THICKNESS
SUBGRADE TO BE COMPACTED TO ������ \�\ \/� ` CONCRETE TO BE 560 -C -3250
MIN. 95% RELA77VE COMPACTION
TO A MIN. 12" DEPTH. 4" CL. 2 AB
DETAIL 'C': VALLEY GUTTER
NOT TO SCALE
BIO- RETENTION BASIN NOTES
O AMENDED SOIL SHALL BE A SANDY LOAM MIX COMPLYING W77H CITY OF
ENCINITAS STANDARDS AND WITH THE FOLLOWING REQUIREMENTS:
• NO MORE THAN 5% CLAY CONTENT
•
800/- SAND
• 1 p7 COMPOST OR HARDWOOD MULCH
•
10 / TOPSOIL
• FREE OF STONES, S7UMPS, ROOTS, OR SIMILAR OBJECTS AND ALSO
FREE OF NOXIOUS WEEDS
• LONG -TERM PERCOLA77ON RATE OF 5 "1HOUR
• PH BETWEEN 5.5 -6.5
• SOLUBLE SALT CONTENT LESS THAN 500 PPM
V GRAVEL LAYER TO BE 314° CRUSHED ROCK
O 6" CLEAN OUT PORT CONSIS77NG OF VERTICAL, RIGID, NON — PERFORATED
PVC PIPE, W1714 A W47ER77GHT CAP
O 4" PERFORATED PVC SUBDRAIN CONFORMING TO AS714 D3034 OR
EQUIVALENT AT 0.5% MINIMUM.
r
4.0'
PROPOSED 24" RCP 4.5"
STORM DRAIN PIPE
1A
49
lE PER PLAN
A < 6" MIN.
6
FL PER PLAN
DETAIL 'D': MODIFIED TYPE 'F' INLET
NOT TO SCALE
1' MAX.
NEW CONCRETE DITCH
PER SDRSD D -75,
TYPE B
EXIS77NG CONCRETE DITCH
WEST HALF TO BE REMOVED
FLOW LINE ELEVA77ON TO
MATCH FLOW LINE OF
EXIS77NG DITCH
r-- FILL IN EXIS77NG DITCH
EXIS77NG CONCRETE DITCH
EAST HALF TO REMAIN
CUT EXIS77NG DITCH AT FLOW LINE
DETAIL 'G': CONCRETE DITCH
NOT TO SCALE
NOTE.- SPECIAL INSPEC17ON OF ALL POST CONSTRUCTION BIORE7EN7ION BASINS BY THE
ENGINEER OF RECORD OR AN0774ER LICENSED CIVIL ENGINEER REQUIRED AT THE
FOLLOWING STAGES PROGRESS PICTURES OF 8I0RETEN77ON BASIN CONSTRUCTION SHALL
BE TAKEN AND PROVIDED TO THE CITY AT 774E FOLLOWING STAGES:
1. BASIN EXCAVA77ON
2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, ETC. Underground Service Alert BMP PROJECT STATUS
J. PLACEMENT OF GRAVEL LAYER
4. PLACEMENT OF ENGINEERED SOIL LAYER mu�vcum STANDARD
5. FWAL BASIN GRADING r(�
CALL TOLL FREE 6. FINAL COMPLETED BASIN W7T11 VEGETATION ESTABLISHED
UR
G
O
O
LL
o
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0
U m
W LO
U)
Wco Q
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m W 0
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F 2 p n
F (0 z OD LO
g0)wC-0
1- 800422 -4133
+e•�anmmmmv�
CHANGE NO.
DESCRIPTION
AS "BUILT -
APPROVED
DATE
IZ'2o
B
CITY OF ENCINITAS
ENC -21) ON THE
AT A BEGINNING
OF WILLOW SPRINGS
SURVEY CONTROL
STAMPED ELEVATION IS
1111 ELEVATION IS2
E
OF
NETWORK.
416;"
.32NAVD88.
CHMARK
PS PNT NO. 1021 (STA. NAME
TERLINE OF VILLAGE PARK WAY
CURVE, 340 FEET SOUTHWEST
DRIVE, PER CITY OF ENCINITAS
2.5" BRASS DISC
SCALE
HORIZONTAL: NOTED
VERTICAL: NOTED
SPECIAL DISTRICT APPROVAL
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
RECOMMEND D: APPR V _
AA
MASIH MAHER GLENN PRUIM
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2i 2a I G 3� I �j�
DATE DATE
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
GRADING PLAN FOR: 67S BAL ®UR DRIVE
PRIVATE STORM DRAIN IMPROVEMENTS
SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
PLANNING CASE NO: N/A APN 259- 320 -04, 259 - 181 -01
DRAWING NO.
12334 -G
BIDS BD
PLANS PREPARED UNDER SUPERVISION OF
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DATE: 2 -ZT V �0
�/ R.C.E. NO.: C054564
Bradley D. Sag EXP.: 12 -2017
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