2016-12954 G (Plans) (2)RIGHT OF WAY NOTE
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 NOTICE 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.
UTILITY NOTE
ALL UTILITIES 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 THE 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 TITLED "INVESTIGATION, PROPOSED RESIDENTIAL BUILDING SITE, 3453 BUMANN
ROAD, ENCINITAS, CALIFORNIA ", PREPARED BY ALLIED EARTH TECHNOLOGY, DATED MAY 16, 2016,
PROJECT #16- 1148D -5 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN
SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
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.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) 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 OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH 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 CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12954 -G HAS BEEN PERFORMED IN
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE
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
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE
FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL 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 WITH 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 SMOOTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION 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 THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE 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 WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION 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 PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE
TREE REMOVAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT NICOLE ZARCADES AT @58) 945 -6451, 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 LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF
THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY 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 THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY
AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS 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 WITH STORM
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT 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
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE 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 THEN 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.
OLIVENHAIN MUNICIPAL WATER DISTRICT POTABLE WATER SYSTEM NOTES
1. POTABLE WATERWORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND
MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER
DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF
WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT
APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD
SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED
BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION
MEETING WITH THE DISTRICT'S INSPECTOR.
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME
AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE
DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN.
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING
TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A
MONDAY OR FRIDAY:
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF
EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT
PRIOR TO CONSTRUCTION,
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR.
CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE
BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT.
7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND
SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48
HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG
ALERT PHONE: 800- 227 -2600)
8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS,
LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY
CONSTRUCTION BEGINS.
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 DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
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
PAN ELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE 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
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATtERAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL
GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES 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 THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION 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 PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
WITH THE CITY OF ENCINITAS STORMWATER 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 CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS 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 CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION 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, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE, IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - OMWD- (760)753 -6466
D. TELEPHONE - SBC BELL - (760)- 489.3411
E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY 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 NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0,477 SQ FT
IMPERVIOUS AREA AFTER CONSTRUCTION: 21 623 SO FT
INCREASE IN IMPERVIOUS AREA: - SQ FT
IMPERVIOUS AREA
OWNER
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OWNER'S CERTIFICATE N.T.S.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS
FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS,
INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH
ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTOR, SUBCONTRACTORS, OFFICIALS, OFFICERS,
OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR
INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE: DATE: it/11116
NICOLE ZARCADES
SOILS ENGINEER'S CERTIFICATE
I, ROBERT E. CHAN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON MAY 2, 2016. ONE
COMPLETE COPY O SOILS R T COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN
SUBMITTED TO E OFFIC O HE C ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
AND CERT THAT THE OMME ATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
IN R
CO PO "RATED IN T G DING NS AND SPECIFICATIONS.
SIGNED
RCE NO..:_ 2461
EXP. DATE: 12/31/19
JOB #: 16- 1148D5
r
ALLIED EARTH TECHNOLOGY
7915 SILVERTON AVENUE, SUITE 317
SAN DIEGO, CALIFORNIA 92126
PH. (858) 586 -1665, (619) 447 -4747 FAX (858) 586 -1650
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE 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 ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
ARISING OUT OF THE WOR FORMED BY THE ENGINEER.
�pFESSIOi,
SIGNATURE: DATE: II t $ 16 X, S. CpX� y
O .0 FFEY ��IIIZY�IfFc
No. C062716 CA^
COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE, SUITE 210 d+
SAN DIEGO, CA 92131 -1646 1 PH (858)831 -0111 1 FAX (858)831 -0179 �9p� 01 V1\-
RCE EXPIRES: JUNE 30, 2018 OF CALF
All [4 d: L'PL*] Oil ITA 01
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 H: 7 V
MAXIMUM VERTICAL DEPTH OF CUT= 6 '
MAXIMUM VERTICAL DEPTH OF FILL= 20 '
CUT =�1 300 C.Y. FILL= 500 C.Y.
EXPORT= 800 C.Y.
REMEDIAL= 1 050 C.Y. ( 3, REMOVAL AND RECOMPACTION UNDER AND 10' OUTSIDE OF BUILDING AREAS)
eirDRAWING INDEX y_lq%vft�
TITLE SHEET 1
VOID GRABIN6 & IMP PLAN ___
CONSTRUCTION BMP PLAN ___ 3
BMP NOTES AND DETAILS ___ 4
DETAILS, NOTES, AND ___ 5
ABBREVIATIONS
Q0019G Be IMP PLN$k _ 6
1-4 BMP PROJECT STATUS - PDP /HMP
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR
PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION
CONTROL FACILITIES"
RECORDED ON 5EpT>;N1BER zo�2c16
AS DOC. #: 2016 - 0¢97008
FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION I OLIVENHAIN MUNICIPAL ENCINITAS FIRE DEPARTMENT I
WATER DISTRICT
(NOTES CONTINUED ON SHEET 5)
12 • Z - 11110
. �.�-- Foy 14.4
SI DATE
SIGN DATE
SI ATE
SI N Q DATE
IGN DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
DESIGNED
BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
I
CHANGE SRE T TOTAL & INDEX. ADV SV1T G.
Z I /
1
DESCRIPTION: 2/2' BRASS L1'SK IN DROP INLET (BC -17)
LOCATION: N 9L FOk71M %CH RD 50S OF ADWS RUN
RECORD FROM: SURVEY CONTROL (ROS 18416_
ELEVATION: 427.877
DATUM: AIAVD88
HORIZONTAL: N/A
VERTICAL: N/A
- �e
PLANS PREPARED UNDER SUPERVISION OF
DATE U is
R.C.E. NO.: 62716
JOHN OFF Y
EXP.: =�30 18
RECOMMEND D:.�Gtv APPROV
MASIH MAHER E -ARD W. A 11
12 / 23 / 16 /Z • 23 • !k
DATE DATE
GRADING PLAN FOR:
3453 BUMANN ROAD
NICOLE ZARCADES
(APN: 264- 101 -25)
PLANNING CASE NO: N/A
12954 -G
VOID SLAT. 2. 'UPDATE AREA •
JOHN S. F Y DATE
REVIEWER
INSPECTOR
SENIOR ENGINEER
SHEET 1 OF 6
N
II
V
Z
Lu
Lu
Z
Z
Lu
Lu
LL
LL
We�
.J
FND 11,5"
RCE 11925
I�
I�
I
w: 25'
06
31
U)
°I
V)
I
3' MAX HIGH
RETAINING WALL
PER SDRSD C -2
(TYP.)
CONC. BROW
DITCH AT TOP I
OF CMU WALL
j406'0C H =2.67'
6" BOTH WAYS TW 328.0
6" 4" AC- BW 326.3
3 2 TF 325.33
1-(E)GRADE
,
1 MAP 11118®9
7-pCC 326
6" OVER BASE
3' 4" 324
,ONCR HALL BE SECTIONF -F SECTION LOT 55
560 -C -32 N.T.S. N.T.S.
MH I _ RQAC WIDENING /!
266 MATCH EX TRAIL AND
LEGEND
PAVEME .G DESF TO
NON- EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, i,- THE SA FAG' IONS F
PRIVATE ROAD AN APPURTENANCES, 6" AC � - CITY 'PA S AND DESCRIPTION STD DWG OL
OVER, ALONG AND ACROSS LOT 73 (BUMANN ROAD) `, BERM RECREAT)ON PAVE TRAIL '
OF CITY OF ENCINITAS TRACT NO. 4574, ACCORDING "> '`� PER �a *4545 "W LINE
TO MAP NO. 11809, FILED MAY 18, 1987 O.R. TO 1 G_5 END .1NITH , AG +OVER
THE BENEFIT OF PROJECT SITE. ' 4" CLASS ll BA � (P) WALL (PVT)
EASEMENT AND RIGHT OF WAY FOR
UNDERGROUND UTILITY CONSTRUCTION, (DEED PAR 4) a % TM',, (E) WALL
OPERATION, REPAIR IN FAVOR OF CITY "" EXISTING CONTOUR 9C>
SDG &E PER DOCUMENT RECORDED 15' RECREATION PROPOSED CONTOUR (PVT) gp
NOVEMBER 9, 1970 AS FILE INTERIOR TRAIL f0' )
N0. 1970-204440 OF O.R. SIDE Vf, '� �. (k
(TER EXCEPTION #5) SETBACK �': `.�61� ® �, (PI AC BER.METYPE A��PVT) G-5
F °
W� N 1'5033 E 417,80'. EX' W (E)NM PER CS -39: p8
ASPHALT PAVING ) 4 AC OVER 6 CL ll BASE
-- - _ H _.
t °
F
PVT
- - " EX. ELEC : EX. , ELE EX. ELEC „
31 _ 4 E PCC PAVING (PVT( 5.5 THICK, OVER 6" CL Il BASE
=f
� it '4E 10 i , tl ° °TER HEAVY BROOM FINISH
o - _.. , ° PROTECT'' IN PLACE ,< - G . PROTECT IN
' \ s
}
:.. ' -' (E)` WATER M RS PLACE E 3- VEGETATED SWALE (P
- - SURVEY
...... .,
:. s I
u a 4 'O0 ENT
EASEMENT FOR- CATTLE CR JSS NG IN = (E) GARAGE t : r ; - G NUM (E) SPOT EL N
mrFAVOR OF PHILLIP `CR TTENDON`, °• TO REMAIN , ., B) 00
1
ALICE C CRITTENDON PERT OCU ENT c `, G .3 ' c� (P) SPO ATION 1p0'
, ro4 ; II .�
RECORDED SEPTEMBER 19, 1357 IN '. EAS €MENT FOR, ROAD AND UTILITY ! �"
E DING FOOTPRINT
p, BK 675=5 PG 568 OF O.R. !
s PURPOSES I MAN
FAVOR OF HER`:BUMANN 3 IDE ( )
(DEED PARS 3 & TR EXCEPTION�, #2)
I PER DOCUMENT`, RECORDED AUGUST 13, it A@ ILLWAY - 1 1 )BUILDING FOOTPRINT (PVT)
m__.._, 1969 HS FILE NQ. 147574'',OF 0 R. 21 CU
- 1
I- (DEEO,. PARCEL 2 & TR EXCEPTION 3) SLOP I m , i .1'. (P) DRAINAGE SWALE OR DIRECTION OF FLOW (PVT) -
', EAS MENT AND RIGHT OF WAY FOR PIPELINE CONSTR CTION, VEGETATED' 10 DISTANCE TO `, (E) DIRECTION OF FLOW - --► - --►
ShL
AC ESS,1 AN MAIjVTENANC t PU POSES IN FAVO OF.OLIV NHAI G 1 `, W
_. _..... '.. =_ :_: (E) HOUSE I SWNALE : WA 14A1� 12x 12 BOX W GRATE PVT
~` ? i EdI/TBUItDINGS _ .- MUNICIPAL WATER DISTRICT PER: DOCUMENT RECORDED JANUA Y 31 5 (P) / (PVT) BROOKS (OR SIM) a
TO BE 1 2002', AS `DOC'1#2002 -00 4538 0 O.R.i PER DETAIL i j . , , PER 011
TO BE REMOVED ` REPURPOSED (P) PVC DRAIN LINE (PVC) - - - - -
r, +4 , IF EXCEPTION\ #7) ';
I PER ARCHITECT STORM DRAIN
"1 2:'1..Flll SLOPE PLANS 7 EASEMENT AND RIGHT OF WAY FOR ROAD AND PUBLIC UT ITY CHANNEL;BELdW N :.. a. CC (P) 6" LANDSCAPE DRAIN (PVT}
(E) SHED TO RESTORE/ ! PURPOSES 'IN FAVOR' F GRANT 'S ADJOINING', RER c� 1N v. T, AY PER
BE REMOVED l t " , r ;. ,a P Q _ D -14F MOD. (P) 5" HARDSCAPE DRAIN (PVT} 8
1 6 BERG ' DOGI)MENT'-RECOR ED MARCH 24, 1970 AS INSZR #5,50892 6D O;R RIVEWAY SEE g
1 RIM =:32 .8 C : SAWCUT D. SECTION F -F,. ^ �.
5 MO SIDEWALK (P) 6 CLEAN OUT (PVT)
5 SWALE ON TOP' VMT (TR EXCEPTION # THIS SHEET : N N . ,
O
.,TIE =23`i OF SLOPE PER. P RIP RAP PVT
►X , ° 14.7' %'. ' D -40
I'
DETAIL ' : - - --
D - 1 (E) AC PVMT„ �- ) `, 1 um
5
TO MAIN -'t 0'�" P PCC HEADWALL PVT D -32 - -
y I 4 CONC HEADWALL O (PVT)
12 x 12
2 N "' ; ! ' " ' ' ` `' ! "+ ^ ^ I eF PER SDRSD D -32. P CMU RETAINING WALL PVT SDRSD C -2
CATCH BAS'N L_ ^ cv- 9 )
1E= =270.8
} \�ti = 12;X12
RIM- 325 5 .. - - T l - a AC PAVEMENT 13 6% VEGETATED SWALE (P) CMU STEMWALL (PVT)
IE -322.5 CATCH BASIN ' ` 1 P R TYP
O• �'� RI ` X314.5 `i'+ '` AC SPILL :WAY. 20% y E SECT, SLOPE PROJECTION -CUT /FILL
SHEET 3
M 1 RIP RAP P r - -
IE *312:5: .. y
PER SDRSD D-40- . °TYPE 1 1 I II -
\ OPEN CORRAL rr
39 s P\ ¢1 ; (MOD. - NO HEADWALL)
- (P) 1D 112 WATER SERVICE w /REDUCED OMWD B -1.4, C -2.1 W P
_
_.._., C O. 6 X 10 NO. 2 BACKING, T 1.1
: OVER 6' GRAVEL FILTER ' PRESSURE DEVICE (PVT)
. A PROX. , P.O. BLANK
P _
y, (E) EGDE OF ROADWAY PAVEMENT
IC 315.5 SEWER SERVICE. 1 AC BERM
✓(E) LANAI TO �.. , :: ,
�1 1 r : PER ;G-5 -5
q t r
CONTRAGTQR'°TQ VERIFY s ra A : E PALM TREE TREE ==
IN ALY 6 B
g 6
SWA ON TOP REMOVE, (E1 AE ` . �' 1 : .'
4b : _ - I 1 (E) SEWER LATERAL 4
' ) FF... 326.7 N _. OF FIL SLOPES , PVMT ,REST E 1111226.8 'L .
?ACK o
:
PAR 326 0.''.. PER D L •. C', GRADINMG 'AD r I =
` i4
,
.
% 1 - ��,� A
PLANT
G ,TO
3240
6 P �2 1 5
1 � DRA /NAGS NOTES
SLOPE` .97
N r "� ?o°
IEY''322.8 }, ' - SHED TO ? 1 I i 1 ': 1. ALL MAIN DRAIN LINES SHOWN TO BE 6" PVC 0 1 % MINIMUM SLOPE UNLESS OTHERWISE NOTED.
I d :
\\ ':)
REMOVER :1 LOPE { I w ct' o
-325 ' DS S \ RIM= ,326.0 ' ° : , OPEN CORRAL �',z e 2. ALL CATCH BASIN LEADS TO BE 4" PVC 0 29 MINIMUM SLOPE UNLESS OTHERWISE NOTED.
324. w w 1
,
/ "' I IDE x 1 3. HARDSCAPE GRADES TO BE 1% MINIMUM TO DRAINS AND AWAY FROM STRUCTURE.
_. 8 0.0 CURB
328 ' . / \ RIM -325.5 y r 1
o,j , 8" x 30" SPLASH PAD TO } 4. SOFTSCAPE GRADES TO BE 2% MINIMUM TO DRAINS 1% WHERE FLOW IS CONCENTRATED AND
=326:' I' V IE =323.5 o. _ ^ 7 a ( )
CORRAL j TED SWALE PER TYPICAL N ) 2�. -t, [i 2% MINIMUM AWAY FROM STRUCTURE.
SECTION, 1 3o'
SINGLE FAMILY'., \ SE ON ET ,5
/ HOUSE \ G " I FRONT 5. SOIL COVER ABOVE DRAIN LINES SHALL BE 12 MINIMUM UNLESS OTHERWISE NOTED.
1 n
/ � i (O REMAIN) YARD
I
X2.0 ' FF= :326.7 Vim\ % '
1 t 6. NOTIFY CIVIL ENGINEER IF ANY NON - DRAINING SUMP CONDITIONS BECOME APPARENT DURING
PAD =,32$.0' ? . (E) SHED TO 6 \�,, / �� ;,;., � i . ' ; REST N ;' : SETBACK
31:4 + : \ \ F BIORETENTION
CONSTRUCTION
O i N
- DS BE REMOVED %s ' ;` C ERM EFFECTIVE AREA I°p Nam 7. ALL ROOF DRAINS TO DRAIN TO LANDSCAPE OR PLANTER AREAS PRIOR TO REIN
�s 326.0 ,:.� WALE ON' 1OP ! _
1 183x9.2' -1,684 SF �' ^ PRIVATE STORM DR41N SYSTEM. G COLLECTED IN
:' OF', SLOPE , v
e . C.O. PER DETAIL` N
"� °\ RIM =301.5 I (E)MH k -' . 8. ALL OVERHEAD UTILITIES SERVICING THE SUBJECT PROPERTY SHALL BE PLACE UNDERGROUND.
TOP. 277 00 N
DS PONDING: 276.83 ; ' i
IE =259.5 BOTTOM: 276.00 v
1.00' ` 1
O TRW, =327:3 N.' FF -' 326.7' 1.`$ y ^ : i I :
BMl' SPEC /AL INSPECTION
00:: BRW =` 26.'0 ' PAD =326.0
-
NOTES
� + (E) AC ROAD EDGE OF ,
6 ARAGE 0 I ro ' ^ ' 10 DISTANCE
' 2 6' r PAVEMENT (TYP.) N c� SPECIAL INSPECTION OF ALL POST CONSTRUCT
FF= 326 :7 3� 5 ;t TO WATER MAIN ION BIORETENTION BASINS BY THE ENGINEER OF RECORD
0 ' PAR °6iO 7�
D �I PER OMWD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES.
1 ILO o ®o S. 1L 5®0O� ° N I PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE
SZEMWALL N REM OV€ (E) N a I . , + I CITY AT THE FOLLOWING STAGES:
_ L', SLOPE z. DRIVEWAY AC RIM= 276.83 I 1. BASIN EXCAVATION A/01Z 5/
TRW�J28°0 z _ ( iKSF� s'+ r
I
82.0 _ S a ° m� V PVMT RESTORE IE- 274.9 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC.
BRV6 -326. 0 1 G:
�s O ° a i\ 0 4 , , ,�' L� GRADING,, ADD, EASEMENT FOR ROAD AND UTILITY 3. PLACEMENT OF GRAVEL LAYER
a` / ") STd E WAL `` # ``,:':''. ;. \ PLANTING TO PURPOSES IN FAVOR OF HERMAN n
c, �1.. 4. PLACEMENT OF ENGINEERED SOIL LAYER
a x me AR ITE° LAv,, �� SLOPE BUMANN PER DOCUMENT RECORDED S. FINAL BASIN GRADING
fa
a �► - to AUGUST 13, 1969,AS FILE - 6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED
V.r r N I NO. 1969 - 1475.14 OF O.R.
STONE° 326- ° ° :, N ^
j
W LL a ( f OPEN CORRAL \ -j„ RIP -RAP PER-S RSD D -40, TYPE 1 6" PVC N 9.2
1'
a
OUTLET / ° _ 0 ' ' ,i l : _ : (MO . '- NO HEADWALL) 25:1 LF I I I gONC EFFECTIVE AREA
DRAW, / FIRE DEPT 0 -
', PROPOSED _ 08.5% `HEA OVERFLOW
DWALL PER
1 THROUGH° TURNAROUND 6'X10' N0: , BACKING, T 1.1' ;I,
' B I h 13 FENCE ON }. ; + SDRSD D -32.
o a °
WALL' \ a, a i '
11 EX/SflNG GRADE VER 6" GRAVE` `' FILTER BLANKET L VEGETATION PER CONTROL
j i IE =273.0
�0 LANDSCAPE PLAN INLET 2" FREEBOARn
qq �
X6.3 n
Q1.
T
`v.\ . :
d .
1� a r �01 •
RETAINING WALL II CARPbR I ac
WATERPROFING . , i ao
1�"JNE .f
5 PAD =3
S
ti
�t
AND SUBDRAIN� r ! I, 't � � 26� � ��� ` ° °
� '' WALL ° ; `� _M
6'' CONC CURB i' i ° 12"X12 `O - I
PEF SDRSD G- CATCH BASIN P/b 20 -6'PV o
/ C
sq ,ol
RIM =299.5
a , : �. 012.5%
1E= 297.5
+I
: ; I i CATCH
BASIN
6 KONG. CUR'
7 � �
24' WIDENED
i ASPHALT
ACCESS ROAD
__ „ 3 _.
1 ,
Q
4 � � .RIM -282.5 1 18 ENGINE
, ; , '` •. : `. a ° ° '-;�`2 ' �r` ° t :
PER Gt 1 � y y` � _ o . � w : �
-- - -- - -: - 1 280.5 n ABANDON EXISTING W41 & SOIL ME01
V 20% CL LA,tkHAL PER OMWD
I
� . IE- 281y4 •.- ., _._._ -STE
. a N °
(7CONITRACTOR TO
n 1ERF Y LOCATION )
SECTION E -E I L
___ C 2i-
_
_ __ - -
,.. , , a ° �: e - - �a: 20/ ;.';. _LOW TO
TCONC. BROW �_. ��...° "_` a, ° u` a ;; REST -
a _ P '
: °
DITCH E SHED TO : T 7
°
°
�)rQ i ;�
BE REMOVED, , _
NOT TO SCALE
E
� �', - : � �. � � , �` °, � CONC SPILL WA �
13 4%
1�i
S 0 °5628" W 16.35' Do STA. 27 +27c (P) 16' PCC
TYPE B AC DIKE PER G -5, „ 6 GONG CURB -h i ^ �- € --- DRIVEWAY PER 20 0 20 40 60
D 1 DRIVEWAY AND TURNAROUND 3 CONC 0 d INSTALL 1 /2" WATER `� p
TYP (OUTLET ONLY) NEW 16' °o ^ PER SDRSD G -1 6• ° E G -14F MOD. i t t �d Fc
0,75" IP 2" AC SURFACES TO BE CAPABLE 15 00 1 o+46 SERVICE W/ RPBFP ASSY. I NO SIDEWALK I
CONCRETE o 06 `L C062716
PROTECT 2� OF SUPPORTING A 75,000 LB. INTERIOR DRIVEWAY °p ° F N N PER OMWD STD DWG N
SURVEY MO
IS �-� FIRE APPARATUS T1 =5.0 SIDE N o NO. B -1.4, C -2.1 PROTECT IN PLACE SCALE: ' `�cZ ®
IN E, TYP 1 SECTION CC SETBACK ov SECTION G-G °j STA. PE-R MAIN (E) 3/4" IP SURVEY - ��q2 CIVI
I N.T.S. `n ['' N.T.S.
EX-r 227 Dw�. MONUMENT GRADING & DRAINAGE PLAN FOF CALIF
,
CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY:
BENCHMARK SCALE AS -BUILT FR DK JC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
1 V011) S14EET PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR
VOID SHEET - SEE SHEET r�
DESCRIPTION: 2%2" BRAS'S DISK IN " INLET (EC -17)
LOCATION: N 9DE FOi7W R4NM RD 50'S OF ADAM'S RUN
RECORD FROM: SURVEY CONTROL (ROS 18416)
ELEVATION: 427.877
DATUM: NAVD88
HORIZONTAL:
VERTICAL:
i -zi ' I $
DATE : I t /z o l l
R.C.E. NO.: 62716
JOHN COF EY
EXP. 6/30/18
RECOMMENDE : JQO APPROVED:
_ -Ga"^Q
MASIH MAHER EbWAR-b W DEAAE
12/7 b 12.23•/Jo
DATE DATE
3453 B U MANN ROAD
NICOLE Z/4R�'ADES°
(APN: 264- 101 25)
PLANNING CASE NO: N/A
12954 -G
JONN 5. cor-Ftlt DATE
REVIEWER INSPECTOR
SENIOR ENGINEER
HEET 2 OF U
VOID SHEET - SEE SHEET r�
. ... ....... . .
IN
r F
CO
r wu_T �k
-- ------- ------ -
'77777111\11,11,1-1,11,11
Ini
7
1111111111111777 J
-- ----- 10 0 10 20 30 e. --- tet
ESS/
4
GRAVEL BAGS, STACKED -
,
2 HIGH PER SE-6
1 y pr S. cow
.SCALE: 1 7=10
No. C062716
STABILIZED CONSTRUCTION
ENTRANCE PER TR-1
CONSTRUCTION BMP PLAN F or cxo�
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILT DESIGNED BY: DRAWN BY: 1 CHECKED BY:—
FIR DK —1 ic ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
CRAINGE SIAT pro -CAL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS APPROVED: GRADING PLAN FOR:
DESCRIPTION: 2 W fflt'zS LV9< IN DTOP lMff (BC- 17) MMENDE
LOCATION: N SCE MRRM R4WH RD 50S OF AT
RUN HORIZONTAL: 1$, 3453 BUMANN ROAD
RECORD FROM: SURVEY CONTROL (ROS 18416) DATE DATE If 179)11, _,AA AM a 12954-G
ELEVATION: 427.877 VERTICAL: im 5. FCOFFIN I . /I -/I I R.C.E. NO.: 62716 MASIH MAHER oEbw^ftx> L-4. bCAA4.* It NICOLE ZARCADES
DATUM: -NAVD88 JOHN L-'C0Ffty /z.z3• /( (APN: 264-101-25)
REVIEWER INSPECTOR SENIO R ENGINEER EXP. 6/30/18 DATE
DATE PLANNING CASE NO: N/A SHEET 3 OF
LEGEND
INLET
A
i ilica
ri
il J-1
DESCRIPTION STD DWG
SYMBOL
1
PER
STORMWATER QUALITY ASSOCIATION (CASQA) WEBSITE: http://www.cdbmphandbooks.com.
s.
N45'45 45 W
SE-10
N
K
x
PROPERTY LINE
DETAIL DRAWINGS ARE LOCATED ON GRADING AND CONSTRUCTION BMP DETAILS
T
iF
STREET CENTERLINE
Y"
(SHEET 4 OF 5).
Fe
FOOTPRINT,
le
APPROX. P. 0. C. (E) f,
<
JUA
ti
PROPERTY LINE OFFSITE
A
1
"
LIMITS
SFWI�R �SERVICE
"MM M
>
x
-----------
--------
ro
- -------- --
DISTURBED AREA LIMITS (0.87 ACRES) EC -2
f.
CONTRAMR Tp_��FR FY.
)K
><
<
--------- -
--- -----
------
SILT FENCE SE -1, DTL. 'R'
I F
<
. ....
--- -- -------
PROJECTAREA TABLE
BUILI)IN(s
A
>
r
GRAVE SE DTL. DTL.
1 BAG BERMIBARRIER -6, Y, W
-4-
Ai_
,
FOOTPRINT,
u,
- ---------
xr 17MCL
INLET PROTECTION SE -10, DETAIL Q
LIMITS;
0q\
(4580-G)
----- -- ------
----------
iq,
PRE-DEVELOPMENT IMPERVIOUS AREA= 20,477 SQ FT
DIRECTIONICOURSE OF FLOW TEMPORARY SWALE
>(
HYDRAULIC MULCH/HYDROSEED EC -1, EC-4
VEL a�PS,
STABILIZED CONSTRUCTION ENTRANCE 'S'
0
F.,
'N
STACKED 21 HIGH
TC- 1, DTL.
0 0
V 0
ry
PER SE-6i,
0
NEWIREPLACED IMPERVIOUS AREA= 16,100 SO FT
f-n v
(E) BUILDING
MATERIALS DELIVERY AND STORAGE AREA Wm _1
WM-1
F
d
/1
FOOTPRINT
t,
x"ll'i
kX
LIMITS
4-
S SN
N
TEMPORARY TRASH /SOLID WASTE WM-5
WM_5
INLET
to
C
j
PROTECTION
HAZARDOUS AND CONCRETE WM-6, WM-8, DTL. 'z'
WM-6
WM_8
(TO 017AIA/hi)
PER
WASTE MANAGEMENT
SE-10
SANITARY WASTE WM-9, DTL. 'T'
FWM-79
(PORTABLE TOILET)
A_Kl x_2Lx_X_
8
STOCKPILE AANAGEMENT WM-3
FWM-3]
. ... ....... . .
IN
r F
CO
r wu_T �k
-- ------- ------ -
'77777111\11,11,1-1,11,11
Ini
7
1111111111111777 J
-- ----- 10 0 10 20 30 e. --- tet
ESS/
4
GRAVEL BAGS, STACKED -
,
2 HIGH PER SE-6
1 y pr S. cow
.SCALE: 1 7=10
No. C062716
STABILIZED CONSTRUCTION
ENTRANCE PER TR-1
CONSTRUCTION BMP PLAN F or cxo�
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILT DESIGNED BY: DRAWN BY: 1 CHECKED BY:—
FIR DK —1 ic ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
CRAINGE SIAT pro -CAL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS APPROVED: GRADING PLAN FOR:
DESCRIPTION: 2 W fflt'zS LV9< IN DTOP lMff (BC- 17) MMENDE
LOCATION: N SCE MRRM R4WH RD 50S OF AT
RUN HORIZONTAL: 1$, 3453 BUMANN ROAD
RECORD FROM: SURVEY CONTROL (ROS 18416) DATE DATE If 179)11, _,AA AM a 12954-G
ELEVATION: 427.877 VERTICAL: im 5. FCOFFIN I . /I -/I I R.C.E. NO.: 62716 MASIH MAHER oEbw^ftx> L-4. bCAA4.* It NICOLE ZARCADES
DATUM: -NAVD88 JOHN L-'C0Ffty /z.z3• /( (APN: 264-101-25)
REVIEWER INSPECTOR SENIO R ENGINEER EXP. 6/30/18 DATE
DATE PLANNING CASE NO: N/A SHEET 3 OF
INLET
ri
STANDARD DRAWINGS (SE-5, WM-5, ETC.) CAN BE FOUND AT THE CALIFORNIA
PER
STORMWATER QUALITY ASSOCIATION (CASQA) WEBSITE: http://www.cdbmphandbooks.com.
cn
SE-10
N
K
x
DETAIL DRAWINGS ARE LOCATED ON GRADING AND CONSTRUCTION BMP DETAILS
BUILDING
(SHEET 4 OF 5).
Fe
FOOTPRINT,
le
APPROX. P. 0. C. (E) f,
<
A
1
LIMITS
SFWI�R �SERVICE
>
x
<
ro
f.
CONTRAMR Tp_��FR FY.
)K
><
<
I F
<
PROJECTAREA TABLE
BUILI)IN(s
A
>
<
K
-4-
,
FOOTPRINT,
LIMITS;
0q\
(4580-G)
PRE-DEVELOPMENT IMPERVIOUS AREA= 20,477 SQ FT
>(
DEVELOPMENT IMPERVIOUS AREA- 20 0 52 SO FT
F.,
'N
NEWIREPLACED IMPERVIOUS AREA= 16,100 SO FT
F
d
/1
AMOUNT OF DISTURBANCE AREA 48,600 SQ FT
kX
4-
C
(TO 017AIA/hi)
. ... ....... . .
IN
r F
CO
r wu_T �k
-- ------- ------ -
'77777111\11,11,1-1,11,11
Ini
7
1111111111111777 J
-- ----- 10 0 10 20 30 e. --- tet
ESS/
4
GRAVEL BAGS, STACKED -
,
2 HIGH PER SE-6
1 y pr S. cow
.SCALE: 1 7=10
No. C062716
STABILIZED CONSTRUCTION
ENTRANCE PER TR-1
CONSTRUCTION BMP PLAN F or cxo�
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILT DESIGNED BY: DRAWN BY: 1 CHECKED BY:—
FIR DK —1 ic ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
CRAINGE SIAT pro -CAL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS APPROVED: GRADING PLAN FOR:
DESCRIPTION: 2 W fflt'zS LV9< IN DTOP lMff (BC- 17) MMENDE
LOCATION: N SCE MRRM R4WH RD 50S OF AT
RUN HORIZONTAL: 1$, 3453 BUMANN ROAD
RECORD FROM: SURVEY CONTROL (ROS 18416) DATE DATE If 179)11, _,AA AM a 12954-G
ELEVATION: 427.877 VERTICAL: im 5. FCOFFIN I . /I -/I I R.C.E. NO.: 62716 MASIH MAHER oEbw^ftx> L-4. bCAA4.* It NICOLE ZARCADES
DATUM: -NAVD88 JOHN L-'C0Ffty /z.z3• /( (APN: 264-101-25)
REVIEWER INSPECTOR SENIO R ENGINEER EXP. 6/30/18 DATE
DATE PLANNING CASE NO: N/A SHEET 3 OF
INLET
PROTECTION
PER
SE-10
BUILDING
Fe
FOOTPRINT,
LIMITS
ro
. ... ....... . .
IN
r F
CO
r wu_T �k
-- ------- ------ -
'77777111\11,11,1-1,11,11
Ini
7
1111111111111777 J
-- ----- 10 0 10 20 30 e. --- tet
ESS/
4
GRAVEL BAGS, STACKED -
,
2 HIGH PER SE-6
1 y pr S. cow
.SCALE: 1 7=10
No. C062716
STABILIZED CONSTRUCTION
ENTRANCE PER TR-1
CONSTRUCTION BMP PLAN F or cxo�
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILT DESIGNED BY: DRAWN BY: 1 CHECKED BY:—
FIR DK —1 ic ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
CRAINGE SIAT pro -CAL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS APPROVED: GRADING PLAN FOR:
DESCRIPTION: 2 W fflt'zS LV9< IN DTOP lMff (BC- 17) MMENDE
LOCATION: N SCE MRRM R4WH RD 50S OF AT
RUN HORIZONTAL: 1$, 3453 BUMANN ROAD
RECORD FROM: SURVEY CONTROL (ROS 18416) DATE DATE If 179)11, _,AA AM a 12954-G
ELEVATION: 427.877 VERTICAL: im 5. FCOFFIN I . /I -/I I R.C.E. NO.: 62716 MASIH MAHER oEbw^ftx> L-4. bCAA4.* It NICOLE ZARCADES
DATUM: -NAVD88 JOHN L-'C0Ffty /z.z3• /( (APN: 264-101-25)
REVIEWER INSPECTOR SENIO R ENGINEER EXP. 6/30/18 DATE
DATE PLANNING CASE NO: N/A SHEET 3 OF
GRAVEL BAGS STACKED 2 HIGH,
TO COMPLETELY SURROUND INLET
DRAIN INLET
SECTION
DETAIL 'Q'
GRAVEL BAGS AT INLET IPVT,
NO SCALE
ALLOW 2' -5' AT TOE OF SLOPE
FOR SEDIMENT TO ACCUMULATE FILTER STAKE
FABRIC
III- OFF r_�•
8" MINT
PROFILE
EXISTING GROUND
PAVED
SURFACE
REMAINING
STABILIZED CONSTRUCTION ENTRANCE
BIFFY
= III III =11 = SEDIMENT TWO LEVELS OF
III -III SAND OR GRAVEL
INSTALLATION
- 1 =III= III Q BAGS - ONE BELOW
VISQUEEN, ONE
=III -111 III =III ABOVE
I I -I 11 =1 I
6 " -8" Ii -III 1= III = III III III = III = III = III =III (TO CONTAIN
BACKFILL II =11I IIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SPILLAGE)
III =1 III1 1 =1 1 =1 1 =1
I- III - III - III - III -III -111 -1 �
S -6„
TAKE 4
VISQUEEN
- - - - - - - FILTER FABRIC III =111= `��,� SKIRT
IIIIIIIIIIII
HAY - - - - - - - = 11i1i1 =1 DETAIL 'T'
BA
SANITARY TOILET (BIFFYJ PROTECTION
III III NO SCALE
- I -11 -1 1 -111 _ III - III -III- BACK FILL
11 l 111/11 TI 11111 1 STRENGTHENING
-III 11 =1 I 1 =1 11=
I 1 -1 I 1 -I 11=
KEY IN IN FILTER FABRIC A STAKE
MINIMUM OF 6' BELOW
THE GROUND SURFACE
AND 6" ACROSS, THEN (iJ� III 1111 -V I=I I I
BACKFILL WITH DIRT ORIIIIIIIIII
GRAVEL STAKES FABRIC =1 III II
FILTER
ANCHORING
BACK FILL
DETAIL 'R'
SILT FENCE INSTALLATION
NO SCALE
DETAIL 'V'
GRAVEL BAGS BARRIER
NO SCALE
GRAVEL BAGS
OVERLAP ONTO CURB
OR SIDE BERM CURB OR SIDE
7 OF TRAVELWAY
FT MIN.
RUNOFF / 4�
GAP BETWEEN BAGS \ \�' /�
ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
DETAIL 'W'
GRAVEL BAGS ON TRAVELWAYS
NO SCALE
TURF REINFORCEMENT MATTING, UV RESISTANT VMAX3, C350
BY NORTH AMERICAN GREEN OR EQUAL
GRASS
3' MIN.
MIN. 3" HYDROSEED
F DEPTH 1;�BASE
* FOR WATER CLEANSING CAPABILITIES, FLOW DEPTH SHOULD BE LIMITED
TO TWO INCHES FOR 85TH PERCENTILE STORM OF I = 0.2 INCH /HR.
* SUBGRADE UNDER REINFORCEMENT MATTING SHALL BE PREPARED AND
HYDROSEEDED. C -350 OR EQUAL SHALL BE PLACED OVER THE
HYDROSEEDED AREA AND PROPERLY ANCHORED PER MANUFACTURER'S
SPECIFICATIONS. THE GRASS SCALE SHALL BE IRRIGATED WITH A
PROPERLY DESIGNED IRRIGATION SYSTEM.
DETAIL X TYPICAL GRASS SWALE.•
NOT SUBJECT TO VEHICLE TRAFFIC
10 mil WOOD FRAME
PLASTIC SECURELY FASTENED
AROUND ENTIRE
Iii = PERIMETER
TWO- STACKED SECTION I W /TWO STAKES
2x10 ROUGH WOOD
FRAME
11
(4' MIN)
10 mil PLASTIC
LINING 6' MIN ---� `WOOD STAKE (TYP)
DETAIL z' TOP VIEW
CONCRETE WASHOUT -ABOVE GROUND
NO SCALE
DETAIL NOTES
1. CONSTRUCTION BMP DETAIL DRAWINGS ARE FOR REFERENCE. THE
CASQA STANDARD DRAWINGS WILL OTHERWISE GOVERN.
STORMWATER POLLUTION CONTROL BMP
NOTES FOR 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 DESIGNATING THE WASHOUT
LOCATION.
CONSTRUCTION SITE ACCESS
• 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 GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
• A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE 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 PROTECTED AGAINST
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION,
AND BONDED FIBER MATRIX.
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
WET WEATHER.
• DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING
PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
• REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY
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 VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE
SOIL.
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES 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 THEY WILL STAY DRY OUT
OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON -SITE.
• ELIMINATE OR REDUCE POLLUTION 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 FLOWS AND
STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
THE PERIMETER AT ALL TIMES.
TRAINING
• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER 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 CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE
GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED.
• NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO
STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR
LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS 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 CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR
DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR
INFORMATION 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, GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK
AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
CONSTRUCTION BMP NOTES
SITE MANAGEMENT REQUIREMENTS:
DRY SEASON REQUIREMENTS (APRIL 1 THRU SEPT 30)
A. EXPOSED DISTRRBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY
INSTALLED. THIS WOULD INCLUDE ALL BUILDING PADS, .UNFINISHED ROADS AND SLOPES.
THE ONLY RELIEF FROM THIS REQUIREMENT FOR SLOPES GREATER THAN 3:1 (HOR TO VERT)
IS IF THE SITE HAS PROPERLY - DESIGNED DE- SILTING BASINS AT ALL DISCHARGE POINTS.
B. ADEQUATE PERIMETER PROTECTION BMP's MUST BE INSTALLED AND MAINTAINED.
C. ADEQUATE SEDIMENT CONTROL BMP's MUST BE INSTALLED AND MAINTAINED.
D. ADEQUATE BMP's TO CONTROL OFF -SITE SEDIMENT TRACKING MUST BE INSTALLED AND
MAINTAINED.
E. A MINIMUM OF 1257 OF THE MATERIAL NEEDED TO INSTALL STANDBY BMP's NECESSARY
TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION, AND TO
PREVENT SEDIMENT DISCHARGES, MUST BE STORED ON SITE AREAS THAT HAVE ALREADY
BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED
VEGETATION STABILIZATION BMP's AS DESCRIBED BELOW ARE NOT CONSIDERED TO BE
"EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
F. THE PROJECT PROPONENT MUST HAVE AN APPROVED "WEATHER TRIGGERED" ACTION PLAN
AND HAVE THE ABILITY TO DEPLOY STANDBY BMPs AS NEEDED TO COMPLETELY PROTECT
THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT.
A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 507 CHANCE OF RAIN. ON
REQUEST, THE PROJECT PROPONENT MUST PROVIDE PROOF OF THIS CAPABILITY.
G. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMP's MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED FOR ANY PORTION OF THE SITE. THE PROJECT
PROPONENT MAY NOT CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BMP
MATERIALS TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED.
H THE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE TIME IS
LIMITED TO THE AMOUNT OF ACREAGE THAT THE PROJECT PROPONENT CAN ADEQUATELY
PROTECT PRIOR TO A PREDICTED RAINSTORM.
RAINY SEASON REQUIREMENTS (OCT 1 THRU MARCH 31)
IN ADDITION TO THE REQUIREMENTS LISTED UNDER THE DRY SEASON REQUIREMENTS.
1. PERIMETER PROTECTION AND SEDIMENT CONTROL BMP'S MUST BE UPGRADED IF
NECESSARY TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING
THE RAINY SEASON.
2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMP'S MUST BE INSTALLED AND
ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. IF
A SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN
ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP
SHOWS THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN
WHICH IT WAS USED. REPAIRS OR REPLACEMENT MUST THEREFORE PUT A MORE ROBUST
BMP IN PLACE.
3. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH
CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT
CONTROL BMP'S PRIOR TO A PREDICTED RAINSTORM.
4. A DISTURBED AREA THAT IS NOT COMPLETED BUT THAT IS NOT BEING ACTIVELY GRADED
MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 10 OR MORE DAYS. THE ABILITY
TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. BMP'S MUST
ACTUALLY BE DEPLOYED.
IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND PERMIT HOLDER TO SELECT,
INSTALL AND MAINTAIN APPROPRIATE BMP'S.
BMP NOTES AND DETAILS
No!
If
C062716���
CHANGE NO.1
I
DESCRIPTION
CHANGE SVkSST TOTAL
APPROVED
DATE
Z. !
BENCHMARK
1
DESCRIPTION: 2 /p" B�cs DYSK IN � INLET (8� -17,�
LOCATION:N SEE FG17W MACH RD 50S GFADVS RIOJ
RECORD FROM: SURVEY CONIROL (ROS 18416)
ELEVATION: 427.877
DATUM: NAVD88
SCALE
HORIZONTAL:
VERTICAL:
".:
' 'o°
`
N
°
o o�
° ° �0
PAVED
20 MIN
°
SURFACE
REMAINING
-
JOHN S. co `( DATE
PLAN
PROVIDE APPROPRIATE TRANSITION
GRAVEL STONE
SHALL BE
1 -3 INCHES
BETWEEN STABILIZED CONSTR.
REVIEWER INSPECTOR SENIOR ENGINEER
SHEET 4 OF 6
ENTRANCE AND PAVED SURFACE
DETAIL
'S'
STABILIZED CONSTRUCTION ENTRANCE
BIFFY
= III III =11 = SEDIMENT TWO LEVELS OF
III -III SAND OR GRAVEL
INSTALLATION
- 1 =III= III Q BAGS - ONE BELOW
VISQUEEN, ONE
=III -111 III =III ABOVE
I I -I 11 =1 I
6 " -8" Ii -III 1= III = III III III = III = III = III =III (TO CONTAIN
BACKFILL II =11I IIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SPILLAGE)
III =1 III1 1 =1 1 =1 1 =1
I- III - III - III - III -III -111 -1 �
S -6„
TAKE 4
VISQUEEN
- - - - - - - FILTER FABRIC III =111= `��,� SKIRT
IIIIIIIIIIII
HAY - - - - - - - = 11i1i1 =1 DETAIL 'T'
BA
SANITARY TOILET (BIFFYJ PROTECTION
III III NO SCALE
- I -11 -1 1 -111 _ III - III -III- BACK FILL
11 l 111/11 TI 11111 1 STRENGTHENING
-III 11 =1 I 1 =1 11=
I 1 -1 I 1 -I 11=
KEY IN IN FILTER FABRIC A STAKE
MINIMUM OF 6' BELOW
THE GROUND SURFACE
AND 6" ACROSS, THEN (iJ� III 1111 -V I=I I I
BACKFILL WITH DIRT ORIIIIIIIIII
GRAVEL STAKES FABRIC =1 III II
FILTER
ANCHORING
BACK FILL
DETAIL 'R'
SILT FENCE INSTALLATION
NO SCALE
DETAIL 'V'
GRAVEL BAGS BARRIER
NO SCALE
GRAVEL BAGS
OVERLAP ONTO CURB
OR SIDE BERM CURB OR SIDE
7 OF TRAVELWAY
FT MIN.
RUNOFF / 4�
GAP BETWEEN BAGS \ \�' /�
ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
DETAIL 'W'
GRAVEL BAGS ON TRAVELWAYS
NO SCALE
TURF REINFORCEMENT MATTING, UV RESISTANT VMAX3, C350
BY NORTH AMERICAN GREEN OR EQUAL
GRASS
3' MIN.
MIN. 3" HYDROSEED
F DEPTH 1;�BASE
* FOR WATER CLEANSING CAPABILITIES, FLOW DEPTH SHOULD BE LIMITED
TO TWO INCHES FOR 85TH PERCENTILE STORM OF I = 0.2 INCH /HR.
* SUBGRADE UNDER REINFORCEMENT MATTING SHALL BE PREPARED AND
HYDROSEEDED. C -350 OR EQUAL SHALL BE PLACED OVER THE
HYDROSEEDED AREA AND PROPERLY ANCHORED PER MANUFACTURER'S
SPECIFICATIONS. THE GRASS SCALE SHALL BE IRRIGATED WITH A
PROPERLY DESIGNED IRRIGATION SYSTEM.
DETAIL X TYPICAL GRASS SWALE.•
NOT SUBJECT TO VEHICLE TRAFFIC
10 mil WOOD FRAME
PLASTIC SECURELY FASTENED
AROUND ENTIRE
Iii = PERIMETER
TWO- STACKED SECTION I W /TWO STAKES
2x10 ROUGH WOOD
FRAME
11
(4' MIN)
10 mil PLASTIC
LINING 6' MIN ---� `WOOD STAKE (TYP)
DETAIL z' TOP VIEW
CONCRETE WASHOUT -ABOVE GROUND
NO SCALE
DETAIL NOTES
1. CONSTRUCTION BMP DETAIL DRAWINGS ARE FOR REFERENCE. THE
CASQA STANDARD DRAWINGS WILL OTHERWISE GOVERN.
STORMWATER POLLUTION CONTROL BMP
NOTES FOR 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 DESIGNATING THE WASHOUT
LOCATION.
CONSTRUCTION SITE ACCESS
• 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 GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
• A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE 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 PROTECTED AGAINST
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION,
AND BONDED FIBER MATRIX.
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
WET WEATHER.
• DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING
PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
• REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY
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 VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE
SOIL.
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES 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 THEY WILL STAY DRY OUT
OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON -SITE.
• ELIMINATE OR REDUCE POLLUTION 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 FLOWS AND
STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
THE PERIMETER AT ALL TIMES.
TRAINING
• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER 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 CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE
GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED.
• NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO
STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR
LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS 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 CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR
DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR
INFORMATION 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, GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK
AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
CONSTRUCTION BMP NOTES
SITE MANAGEMENT REQUIREMENTS:
DRY SEASON REQUIREMENTS (APRIL 1 THRU SEPT 30)
A. EXPOSED DISTRRBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY
INSTALLED. THIS WOULD INCLUDE ALL BUILDING PADS, .UNFINISHED ROADS AND SLOPES.
THE ONLY RELIEF FROM THIS REQUIREMENT FOR SLOPES GREATER THAN 3:1 (HOR TO VERT)
IS IF THE SITE HAS PROPERLY - DESIGNED DE- SILTING BASINS AT ALL DISCHARGE POINTS.
B. ADEQUATE PERIMETER PROTECTION BMP's MUST BE INSTALLED AND MAINTAINED.
C. ADEQUATE SEDIMENT CONTROL BMP's MUST BE INSTALLED AND MAINTAINED.
D. ADEQUATE BMP's TO CONTROL OFF -SITE SEDIMENT TRACKING MUST BE INSTALLED AND
MAINTAINED.
E. A MINIMUM OF 1257 OF THE MATERIAL NEEDED TO INSTALL STANDBY BMP's NECESSARY
TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION, AND TO
PREVENT SEDIMENT DISCHARGES, MUST BE STORED ON SITE AREAS THAT HAVE ALREADY
BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED
VEGETATION STABILIZATION BMP's AS DESCRIBED BELOW ARE NOT CONSIDERED TO BE
"EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
F. THE PROJECT PROPONENT MUST HAVE AN APPROVED "WEATHER TRIGGERED" ACTION PLAN
AND HAVE THE ABILITY TO DEPLOY STANDBY BMPs AS NEEDED TO COMPLETELY PROTECT
THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT.
A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 507 CHANCE OF RAIN. ON
REQUEST, THE PROJECT PROPONENT MUST PROVIDE PROOF OF THIS CAPABILITY.
G. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMP's MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED FOR ANY PORTION OF THE SITE. THE PROJECT
PROPONENT MAY NOT CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BMP
MATERIALS TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED.
H THE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE TIME IS
LIMITED TO THE AMOUNT OF ACREAGE THAT THE PROJECT PROPONENT CAN ADEQUATELY
PROTECT PRIOR TO A PREDICTED RAINSTORM.
RAINY SEASON REQUIREMENTS (OCT 1 THRU MARCH 31)
IN ADDITION TO THE REQUIREMENTS LISTED UNDER THE DRY SEASON REQUIREMENTS.
1. PERIMETER PROTECTION AND SEDIMENT CONTROL BMP'S MUST BE UPGRADED IF
NECESSARY TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING
THE RAINY SEASON.
2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMP'S MUST BE INSTALLED AND
ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. IF
A SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN
ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP
SHOWS THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN
WHICH IT WAS USED. REPAIRS OR REPLACEMENT MUST THEREFORE PUT A MORE ROBUST
BMP IN PLACE.
3. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH
CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT
CONTROL BMP'S PRIOR TO A PREDICTED RAINSTORM.
4. A DISTURBED AREA THAT IS NOT COMPLETED BUT THAT IS NOT BEING ACTIVELY GRADED
MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 10 OR MORE DAYS. THE ABILITY
TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. BMP'S MUST
ACTUALLY BE DEPLOYED.
IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND PERMIT HOLDER TO SELECT,
INSTALL AND MAINTAIN APPROPRIATE BMP'S.
BMP NOTES AND DETAILS
No!
If
C062716���
CHANGE NO.1
I
DESCRIPTION
CHANGE SVkSST TOTAL
APPROVED
DATE
Z. !
BENCHMARK
1
DESCRIPTION: 2 /p" B�cs DYSK IN � INLET (8� -17,�
LOCATION:N SEE FG17W MACH RD 50S GFADVS RIOJ
RECORD FROM: SURVEY CONIROL (ROS 18416)
ELEVATION: 427.877
DATUM: NAVD88
SCALE
HORIZONTAL:
VERTICAL:
AS -BUILT
5 -Zl -1S
DESIGNED BY: DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
RECOMMEND :.�Q� APPROVED:
� �-
MASIH MAHER EDWARD W. DEAN7E, //
IZ/23/I6 !2 23 ��
DATE DATE
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
GRADING PLAN FOR:
3453 BUMANN ROAD
NICOLE ZARL'ADES
(APN:264- 101 -25)
PLANNING CASE NO: N/A
DRAWING NO•
12954 -G
FIR DK JC
PLANS PREPARED UNDER SUPERVISION OF
DATE : I�
R.C.E. NO.: 62716
JOHaCO
EXP. 6/30/18
JOHN S. co `( DATE
REVIEWER INSPECTOR SENIOR ENGINEER
SHEET 4 OF 6
EARTH SWALE AT TOP OF WALL
W/ 1% MIN SLOPE TO DRAIN
OR END WALL
WATERPROOFING (VULKEN
MEMBRANE OR MIRADRI 861
MEMBRANE) - TO TOP OF WALL
-PROTECTION BOARD
- MIRADRAIN 6000 (OR SIM)
(TO BE LAPPED OVER DRAIN)
PERFORATED PVC SCHEDULE 40,
4" PIPE WITH 0.57. MIN. SLOPE,
0000° WITH 1.5 FT 'RAVEL 1 " DIA.
o °o° MAX, WRAPPED W /FILTER CLOTH
0 o MIRAFI 140N OR SIMILAR.
0 0
°0 0°
4 a SEALANT -1
A d
a °a
NOTE THIS IS NOT A STRUCTURAL DETAIL. IT IS FOR
INSTALLATION OF WATERPROOFING AND FOOTING DRAIN ONLY.
RETAINING WALL AND FOOTING DESIGN ARE NOT A PART OF
THIS DETAIL.
DETAIL A' -TYPICAL RETAINING
WALL WATERPROOFING AND DRAIN
NO SCALE
2
t
4- I- 12 "--1
�- � CMU WALL WHERE APPLICABLE
L
1. SEE S.D.R.S.D. D -75, TYPE A' FOR ADDITIONAL NOTES
2. MIN FLOW SLOPE IS 0.5%
DETAIL 'B' - BROW DITCH AT
TOP OF CMU WALL
3.0'-5.0' -
PAD ELEVATION
FON PLANS
I
MIN
M
SLOPE ROUNDING -
.,�SEE CHART BELOW
L --I
2
Q 1
SLOPE ROUNDING
TOTAL HEIGHT OF SLOPE -- H FEET L FEET
0' - 5' -
5' - 20' 2.5'
20' - 40' 5'
OVER 40' 10'
DETAIL 'C' - TYPICAL BERM /SWALE
AT TOP OF ALL FILL SLOPES
NO SCALE
6 .5T (min)
40' WIPE
DIVIWO r✓ASEM n,
VARIES
(E) GRADE 2.4' - 8'
4' _
MIN.
GRASS
I
SWALE ELEV =271 2+
HYDROSEED BASE
' EASEMENT
24' MIN. GUTTER
(� DEPRESSION
DETAIL
AC DIKE PER SDRSD G -5, TYPE A. CURB CUTS
jR�/c�c:S W/ 18" WIDE x 18.5' O.C. PER SD BMP DESIGN
MANUAL GS -2.6a, TYP. SEE DETAIL ABOVE.
VARIES I (VARIES)
4" AC EDGE (E)
PAVEMENT AC PVMT (E) AC PVMT
-h11N�
UNDISTURBED
r(E) GRADE
18" ENGINEERED 12 3' GRIND (F.) FOR
SOIL MEDIA MIN. 6" CLASS II BASE SMOOTH TRANSITION
COMPACTED NATIVE OVERLAY
12" THICK 6 12" THICK ROCK SPLASH PAD PER COUNTY SO
3/4" CRUSHED
ROCK GREEN STREET (DRAFT) DESIGN STANDARD GS -2.6b
_ IMPERMEABLE * DIRECTION VARIES - SEE PLAN
MIN. 3" DEPTH LINER (E) 8" PVC WATER MAIN
� AT .ST,4.25 +8D
T.O.P. ELEV =265
PER DWG MAIN EXT. 227
TYPICAL SECTION A fA - BUMANN ROAD (PRIVATEJ
, ,."„ ,.,VALE
NOTE 17o MIN. FLOW SLOPE
DETAIL 'G' VEGETATED SWALE
NO SCALE
187 (E) GRADE
ALONG TRAIL
TYPE B AC DIKE
PER G -5
20'
179, I- 3"
PROPOSED 3" _f
CLASS /1 BASE 11 =1
(P) ROADWAY PER
TYPICAL SECTION A -A
DETAIL 'H' REC TRAIL END
NO SCALE
) AC ROAD
WIDENING
(E)EOP
r
AC
ASPHALTIC CONCRETE
~�I
HIGH POINT
BRW
GRADE AT BOTTOM OF RETAINING WALL
N0. 4 BARS
NOTES:
B
CENTER LINE
PCC
PORTLAND CEMENT CONCRETE
B
CONCRETE
P.O.C.
POINT OF CONNECTION
CLEANOUT
PT
POINT OF TANGENCY
CMU
CONCRETE MASONRY UNIT
SLOT
PAVEMENT
(E)
1.
PLANS SHALL SPECIFY:
SAN DIEGO REGIONAL STD DRAWINGS
ELEV
ELEVATION
STA
STATION
FL; FL
T
STD
STANDARD
FF
THICKNESS (
SMH
SEWER MANHOLE
IE
INVERT ELEVATION
TRW
LST (min)
IP
IRON PIPE
TYP
) FIL
FILTER MATERIAL, NUMBER F LAYERS AND
WM
WATER METER
THICKNESS
5
2.
RIP -RAP SHALL BE EITHER QUARRY STONE OR
6„ -
SILL, CLASS
LASS
BROKEN CONCRETE (IF SHOWN ON THE PLANS.)
SECT /ONAA 420 -C
COBBLES NOT ACCEPTABLE.
CONCRETE
1
3.
RIP RAP SHALL BE PLACED OVER A FILTER
BLANKET WHICH MAT BE EITHER GRANULAR
MATERIAL OR PLASTIC •FILTER CLOTH.
s'
q
4.
SEE STANDARD SPECIAL PROVISIONS FOR
SELECTION OF RIP RAP AND FILTER BLANKET.
-- - - . - - -^'
1
5.
RIP RAP ENERGY DISSIPATORS SHALL BE
-J
DESIGNATED AS EITHER TYPE 1 OR TYPE 2.
AA - 5, J
SECTION B-B 3 (min)
1 LL BE WITH CONCRETE SILL; TYPE 2
BSH
SHALL
DETAIL 'D' - RIP RAP ENERG Y DISSIPA TOR (D -40)
40' WIPE
DIVIWO r✓ASEM n,
VARIES
(E) GRADE 2.4' - 8'
4' _
MIN.
GRASS
I
SWALE ELEV =271 2+
HYDROSEED BASE
' EASEMENT
24' MIN. GUTTER
(� DEPRESSION
DETAIL
AC DIKE PER SDRSD G -5, TYPE A. CURB CUTS
jR�/c�c:S W/ 18" WIDE x 18.5' O.C. PER SD BMP DESIGN
MANUAL GS -2.6a, TYP. SEE DETAIL ABOVE.
VARIES I (VARIES)
4" AC EDGE (E)
PAVEMENT AC PVMT (E) AC PVMT
-h11N�
UNDISTURBED
r(E) GRADE
18" ENGINEERED 12 3' GRIND (F.) FOR
SOIL MEDIA MIN. 6" CLASS II BASE SMOOTH TRANSITION
COMPACTED NATIVE OVERLAY
12" THICK 6 12" THICK ROCK SPLASH PAD PER COUNTY SO
3/4" CRUSHED
ROCK GREEN STREET (DRAFT) DESIGN STANDARD GS -2.6b
_ IMPERMEABLE * DIRECTION VARIES - SEE PLAN
MIN. 3" DEPTH LINER (E) 8" PVC WATER MAIN
� AT .ST,4.25 +8D
T.O.P. ELEV =265
PER DWG MAIN EXT. 227
TYPICAL SECTION A fA - BUMANN ROAD (PRIVATEJ
, ,."„ ,.,VALE
NOTE 17o MIN. FLOW SLOPE
DETAIL 'G' VEGETATED SWALE
NO SCALE
187 (E) GRADE
ALONG TRAIL
TYPE B AC DIKE
PER G -5
20'
179, I- 3"
PROPOSED 3" _f
CLASS /1 BASE 11 =1
(P) ROADWAY PER
TYPICAL SECTION A -A
DETAIL 'H' REC TRAIL END
NO SCALE
) AC ROAD
WIDENING
(E)EOP
r
AC
ASPHALTIC CONCRETE
HP
HIGH POINT
BRW
GRADE AT BOTTOM OF RETAINING WALL
(P)
PROPOSED
DRAWN BY:
CENTER LINE
PCC
PORTLAND CEMENT CONCRETE
C; CONC
CONCRETE
P.O.C.
POINT OF CONNECTION
C.O.
CLEANOUT
PT
POINT OF TANGENCY
CMU
CONCRETE MASONRY UNIT
PVMT
PAVEMENT
(E)
EXISTING
SDRSD
SAN DIEGO REGIONAL STD DRAWINGS
ELEV
ELEVATION
STA
STATION
FL; FL
FLOW LINE
STD
STANDARD
FF
FINISH FLOOR
SMH
SEWER MANHOLE
IE
INVERT ELEVATION
TRW
GRADE AT TOP OF RETAINING WALL
IP
IRON PIPE
TYP
TYPICAL
WM
WATER METER
*APr'ER ISXGAVATrOiv OF TH6 )SIOEE, -fir MDAoo
Sa1s►N 1446 50W45 6^r
1A/aER S#IAL,L- POtFOORM
A ?ERGoLATIoAJ Te'a'r AT -Me /wrzx-T of
6A.57/N• IF i►iE /#Rl- T7WTioNJ RATE a LjsS5
TIiAAJ I I 0/k A Gay.STrwGI-f on/ GWINGE S►.vc.
MIS ?ZWt9=0 To 89I^J6 174E PR 16c-T
T� 14YDRoMO.9 CA oA✓ Gow\'PL.IANC6 .
�KEFFRENCE' SkE'E'T 6)
EASEMENTS (SEE SHEET 6)
Ol NON - EXCLUSIVE EASEMENT FOR /AbOlKeSs,
EGRESS, PRIVATE ROAD PURPOSES AND
APPURTENANCES, OVER ALOA16 AND 4CIeO5S
LOT 73 (BUMANN Ragp� of c►ry of
ENCINITAS TRACT NO. 4574, ACCO"""N
To MAP NO. /1809, FILED I'+AY (8, 19197 O.R.
TO 'TNE BENEFIT OF PROJECT SITE.
(DEED PAR 4)
EASEMENT FOR CAT•rLE ckoss/Ncl 1N FAVOR
OF PHILIP CRfrrE-AIPON &. Al-IcE C. CR?TENOoN
PER DOCUMENT RECORPEP SEPTEMBER 19, 1957
IN SK 6755 Pl, 5-68 OF O.R.
(DEED PARCEL 3 AND T.R. EXCEPT /ON N0. Z)
n EASEMENT FOR ROAD AMP 11'rluTY PI1RP05E5
IN FAvOR OF HERMAN BUA•fANH PER DOCUMENT
RECORDED AvGusr f3, 1969 AS FILE NO.0475-7¢
OF O.Q.
(PEEP PARCEL 2 AND r. R. EXcEPTtoN No. 3) c
OEASEMENT AND RIGHT OF WAY FOR PIPELINE
CONSTRUCTION, ACCESS, ANP MgINTENANCE
PURPOSES IN FAVOR OF OLIVFNNAI/N
MUNICIPAL WATER P /STRICT PER DOCUMENT
Y RECORDED JAAIVAR Y 31, 200 2 AS 00c , NO.
2 00 2- 00 8 4 5 -38 OF O.R.
(7.'R. EXCEPTIou NO. 7)
EASEMENT AMP R 140T OF WAY FOR ROAD 1%
ANV PMBLIC uriLITY PVRP0SE5 IN FAVOR
OF GRANTOR'S ADJo /NINA LANDS PER
DOCUMENT RE'CORPFP M,gRGH 24, 1970 IN
AS /NSTR NO• 5-0$9Z OF 0•R•
(T R. E'X cEP'rIOK NO. g)
OEASEMENT AND R►GHT OF WAY Fo12
UNDERGROUND UTILITY CONSTRUCTION
OPERArIbAl. REPAIR IN FAVOR of SPG$E
j>ER DOCUMENT RECORDED NOVEM8ER 9,
° 1970 AS FILE NO. (1970-204446 OFO•It.
(T R. EXCEPT /ON
SYSTEM NOTES:
(NOTES CONTINUED FROM SHEET 1)
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE
APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER
LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY.
10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF
PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET.
11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT
COUPLINGS WITH 40 MAXIMUM DEFLECTION PER COUPLING (20 PER JOINT). NO BENDING
(CURVING) OF PIPE SHALL BE PERMITTED.
12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL
LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS
WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S
REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR
BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S
REPRESENTATIVE.
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET
FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING
CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS.
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE
DISTRICT'S PRIOR WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL
OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON
CUSTOMER'S SIDE OF WATER METER.
16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO
INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE
LOCATED AT THE TEE WHENEVER POSSIBLE.
18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE
DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED
AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT.
19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT
REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE.
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES
IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE
DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND
APPURTENANCES.
21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION
15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING
SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA
SPECIFIED IN THAT SPECIFICATION,
22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF
WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND
ELEVATION OF PIPES AND APPURTENANCES'.
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AF DER THE
DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPO/ CE ANY OR
ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING
THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR
PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT,
ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED.
24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY
APPROVED IN WRITING BY THE DISTRICT.
25, ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH
OMWD STANDARD SPECIFICATIONS.
DETAILS, NOTES, AND ABBREVM TONS
CO ��`��lrPl,►1.c
No. C062716
kpA - OF'r 1\`FO�/
CHANGE NO.1
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS-BUILT
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
FR
OK
Jc
I
CNAt1C1E S�Au --T TOTAL, ADV EASEMENT
2 / t „
DESCRIPTION: 2/2 OKSS DISK IN � IALET (EC -17)
LOCATION: N SIDE F0R/�Al4 RMCN RD 50S O<ADMIS REIN
RECORD FROM: SURVEY CONTROL (ROS 18416)
ELEVATION: 427.877
DATUM: NAVD88
HORIZONTAL:
VERTICAL:
-l� 18
PLANS PREPARED UNDER SUPERVISION OF
DATE I1 =8 I�
R.C.E. NO.: 62716
JOHN OF A--
I EXP.: .6/30/18
RECOMMEND D: ,�QO APPROVED:
_ --teu 6L
-
MASIH MAHER F RIG .W DE^M6� i/
12-123/1 ( /Z•23 /�
DATE DATE
GRADING PLAN FOR:
3453 BU MANN ROAD
C E
NICOLE 7-ARCADES
(APN: 264- 101 -25)
PLANNING CASE NO: N/A
n �/ Gr
5 29.Ei4-V
(TOTES. AD9 REVERE CE TO sfolm-rrwrkow
UPDATE SECTION.
JOHN CoFFE DATE
-
REVIEWER INSPECTOR , SENIOR ENGINEER
SHEET 5 OF 6
ORIFICE PLATE MIN SQUARE
DIMENSIONS 1.0 FT GREATER THAN INFLOW PIPE
PIPE DIA. x 3/8" THK. HOT DIP r3 (nP)
GALVANIZED PLATE AFTER HOLES L
HAVE BEEN DRILLED o
TYPE B AC DIKE PER G -5, TYP
�{ NOTED
\» I 6»
PLAN I �
EASEMENT KEY
O SEE SHEET 5 FOR DESCRIPTION OF EASEMENT
NOTE MAX. 1 » DIA. ORIFICE 3LB
1. ORIFICE &FLANGE - _' 6
CONNECTION TO CONCRETE ° 326 -- 2� »
SHALL BE FILLED WITH 1 .4
3/8 ° DIA. _ -� » 5
30 DROMETER NEOPRENE RING HOLE (TYP.) "2 AC CITY
1 324 .- __ �._ °.__... , �; 3 CONC 15' RECREATION
DETAIL - ORIFICE CONTROL PLATE SECTION B -B ' 55 SECTION D -D INTERIOR TRAIL
N.T.S N.T.S. N.T.S. TW , 94 SIDE
BW 293
r- - --z 3 3 c_� ---- I ;- t r-- ---- -, 3 c- °- -°. - -, 3 � - - --� SETBACK 3
rV - -W
lY 1
50 33
_ E
- � �_;_,_ -o- � -.mac o-.-- -sr- -_ ._--- :�...........- .- r -_._. c�- ...__ --____ .a{�.:__
-.-tom t?
77 t .. -.- -_. .___ ._ ........ .. _..__
__ 1
FND �. v -... . ,\ ,, .... ,_', r - 0 --i--
» -r_ Y
L• _... 7W 16.0 r tl , \ . ✓ I
15 IP $ - , -- 0,-
>, -
RCE
i r'
1925 3 \ a
r
I. -_ _ ...e. , ...a.
y,, i r _ _ _ ..._ ;, •i � 5 ' ;, O GE
+ TO REMAIN
E _ N +? ry
\ GANA ,,L
'� t.,., l
2 2 L
` t 5 j APP90 LObATf,
l i
TO
PLTR , '' �--_- �'
r €
r
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I II �i
I I
r K 1 3 I( j�_ 1 1 TACK I ,, � � s
1
it 1
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"
i,' ti Is
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r 0
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I P
i 7 i 'Y
I 4 f irv:. (' .' 3
N
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i
?u I ,, � 1 z�y -_�_�. . :, I� . '. ` � 3 I � `; '' c-3 I (E) � � AREA:. '3� .s t '\
\ t+ HOUSE ,
h TO BE I I
(E) o i I
j TO BE REMOVED E I ' REPURPOSED ;
S (ED TO iPE ARC 1
( A; R ARCHITECT ` +;
B�E R ED '
2:1 , , I i PLANS l I 0 1 ;
\
\
„ ...,rr "4Y:° i t (23�i
E
r
:1
RESTORE 6 QERIv1- � I •
-SWALE ON :TOP �
IE 32 \ \5f
SLOP ': P ��
� [ E. ER .DETAl�,
!! 'a € t �'' : i t E F+e: i 1 �' ¢ . - _.� uS i ,° . �'•.°u ":... .... -=a..° >.- .a._. - >. . 1i t{ F `x-- ": �p �- _
I _
t r
- 1M
h
A
B
s fZ`
3
_ ACPUrro
v ca M
i
BE REMOVE li � ftC f''
�Y Y W
32fi 0 i , N
2
N Q7
{ a t 1
t I h
,
,
f
"
�. , .'\ •' � , CATCH BASINr± , l s_ _. � �I t V i i'`:t;' ;`" "~
¢tq
t
- l R1 =314.5 r = l
0 t g 1
- 1E =312.5 D.G/
P- RAP PER SDRSD 40, \ l
i IPFRO' P.O. „ (E) TYPE 1 MOD. - NO HEADWALLK
»'` SEWER SERV/C :
1 �t1 4 9 X 10' NO. 2 BACKING,
6-4
TCH 3BA `,'.. ` }. E) LANAI TO,
COITR rOR ?
I RIM= 31J.5,. { ,IC0
l 0 BE REMOVED'' V RI
RIM 2 S5 6 1E =315.5 a s;, ', E t »
Z . €A'A;t iR ry OVER 6 GRAVEL FILTER
3 c3 i \
32 .5 I ' �m h `
•
E 16% ` °!
6 e
DS 10.4: PVC 0 INNS7ACL 6 ,BERM\ ", i 1 i 3; ', ( BLANKET
25' REAR @1 %. r�6 SWAGE ON' TOP' a \ 2-1 CUT SLOPE
YARD l r '' NP e Z ti. REMOVE (E) AC TYPE lG -1 CB
fF °'326:7. , OF..FILI, SLOPES'. \ ', {
SETBACK r I, t \ , h PVILIT. RESTORE 1 x RIM= 276.83
• I , PAD" 326.0,, ' PER 'DE AIL'' C`. t r s, ` ' GR' DINMG, ADUv.._ __ ° ti
= 'RIti1 25.8; ' {.t N �� �'' �, l { (4580 -G) IE= 21315
- 4,0 t _�' S l i \ + �s.,SLO ENG TO1 L "s 8" PVC 23. LF
i
RIM 326 0s 414 6" P� 7
6" AC
BERM
PER
II�
-' 266. _.
ARV
T IN
" IP
DETAIL
LEGEND
DESCRIPTION
STD DWG
SYMBOL
PROPERTY LINE
DRAWN BY:
"jW_
(P) WALL (PVT)
CITY OF ENCINITA: - PUBLIC WORKS DEPARTMENT
DRAWING NO.
(E) WALL
P t T C, LAt,£
DK
EXISTING CONTOUR
Ir�ry
aQ
c
PROPOSED CONTOUR (PVT)
DATE
1 �,3
I
f
-i-
r
6� I`
SDRSD G -5
ASPHALT PAVING PVT
4 AC OVER 6" CL 11 BASE
REVIEWER
INSPECTOR
40'
MH .
20
PVM7
HEAVY BROOM FINISH
I
VEGETATED SWALE (PVT)
rn (RaA
(E) SPOT ELEVATION
0
(P) SPOT ELEVATION
TRAIL TRAIL AND
"3
nO
»» 1
(E) BUILDING FOOTPRINT
PAVEMENT GRADES TO
�
SER([CE
(P) DRAINAGE SWALE OR DIRECTION
HE: SATISFACTION OF
CITY, PARKS AND
-►
(E) DIRECTION OF FLOW
- - -► - -
RECREATION. PAVE TRAIL
BROOKS (OR EQ), SDRSD D -08
(P) PVC DRAIN LINE (PVC)
-
L/,
so END WITH 3" AC OVER
t
(P) 5" HARDSCAPE DRAIN (PVT)
141, CLASS It BASE H
!
p
(P) 6" CLEAN OUT (PVT)
rJ
10' � 5
{`` `
i
(P) PCC HEADWALL (''VT)
SDRSD D -32
OPENING i
P CMU RETAINING WALL ( PVC )
SDRSD C - 02, C -03
3' WID5.2'
`,
k' 1$
SPI LWA
L
„
(P) DAYLIGHT LINE
-
{ d SAIN CUT
rri- s -i -a-
7
OMWD B -1.4, C -2.1
W P
10' DISTANCE
®� l �,
'' i/
s" ,
TO WATER MAIN'
�� PER OMWO
a , t
>2
F"
�
•r, w �y, �
a.
I
, -
`('�
i C NO HEADWALL
P R SDRSD D-32.
DETAIL
LEGEND
DESCRIPTION
STD DWG
SYMBOL
PROPERTY LINE
DRAWN BY:
N45'4545"W
(P) WALL (PVT)
CITY OF ENCINITA: - PUBLIC WORKS DEPARTMENT
DRAWING NO.
(E) WALL
FR
DK
EXISTING CONTOUR
'2 'I?
DATE
DATE
---- g0
PROPOSED CONTOUR (PVT)
DATE
90
(P) PCC DRIVEWAY (PVT)
SDRSD G -14F
2954 -G
(P) AC BERM, TYPE 'A' (PVT)
SDRSD G -5
ASPHALT PAVING PVT
4 AC OVER 6" CL 11 BASE
REVIEWER
INSPECTOR
SHEET 6 OF 6
PCC PAVING (PVT)
5.5" THICK, OVER 6" CL 11 BASE
HEAVY BROOM FINISH
VEGETATED SWALE (PVT)
(E) SPOT ELEVATION
0
(P) SPOT ELEVATION
nO
»» 1
(E) BUILDING FOOTPRINT
P BUILDING FOOTPRINT ( PVT )
(P) DRAINAGE SWALE OR DIRECTION
OF FLOW (PVT)
-►
(E) DIRECTION OF FLOW
- - -► - -
(P) CATCH BASIN - SIZE NOTED
BROOKS (OR EQ), SDRSD D -08
(P) PVC DRAIN LINE (PVC)
-
- - - -
P 6" LANDSCAPE DRAIN ( PVT )
(P) 5" HARDSCAPE DRAIN (PVT)
p
(P) 6" CLEAN OUT (PVT)
(P) RIP RAP (PVT)
SDRSD D -40
(P) PCC HEADWALL (''VT)
SDRSD D -32
- -�
P CMU RETAINING WALL ( PVC )
SDRSD C - 02, C -03
(P) CMU STEMWALL (PVT)
-- -- -m -G
SLOPE PROJECTION - CUT /FILL
(P) DAYLIGHT LINE
-
rri- s -i -a-
(P) 1 112" WATER SERVICE w /REDUCED
OMWD B -1.4, C -2.1
W P
PRESSURE DEVICE (PVT)
(E) EGDE OF ROADWAY PAVEMENT
- -- ...........
(E) PALM TREE/TREE
(E) SEWER LATERAL
r -
DRA/NY- GE NOTES
.,. . ,.�F ,, °• ., �.. t, '1 i; ..., . . .71 3 § ', 1 , 'i 'i I ;_ ®1 .9% I 3
322.8 - - _ �, E SHED TQ _ :�, $ 1. ALL MAIN DRAIN LINES SHOWN TO BE 6" PVC 0 1% MINIMUM SLOPE UNLESS OTHERWISE NO
A. w A t O i r D.
" 5 I
PROTECT (E
SURVEY MONUMENT
IN PLACE, Ty
CHANGE NO.
FND
0.75' IP
DESCRIPTION
TYPE B AC DIKE PER G -5
I 2 » 43.2' -I
1.2%
SWALE SECTION C -C
FL N.T.S.
APPROVED I DATE
Eft REMOVED t W
2. ALL CATCH BASIN LEADS TO BE 4" PVC 0 2% MINIMUM SLOPE UNLESS OTHERWISE NOTED.
00 �6'RVC; I
-13 ; I 18" WIDE x 18' O.C. CURB CUT;' 3. HARDSCAPE GRADES TO BE 1% MINIMUM TO DRAINS AND AWAY FROM STRUCTURE.
lip 18' x 30" SPLASH PAD TO' Lo ° s
4. SOFTSCAPE GRADES TO BE 29 MINIMUM TO DRAINS (1% WHERE FLOW IS CONCENTR4TED) AND
VEGETATED SWALE PER TYPICAL, ', I 27. MINIMUM AWAY.. FROM STRUCTURE.
+ , 4 SHED ` / I 5I
SECTION, SHEET �
I ! I `I 5. SOIL COVER ABOVE DRAIN LINES SHALL BE 12 „ MINIMUM UNLESS OTHERWISE NOTED.
• f REMOVE & REPLACE EX FENCE ; 32 30'
�x { j 6. NOTIFY CIVIL ENGINEER IF ANY NON - DRAINING SUMP CONDITIONS BECOME APPARENT DURING
i { r ARENA TO REMAIN i �. FRONT
R�TORE ' BERM , ( ) ' CONSTRUCTION.
S tE "ORG TOP OF C co I YARD 7. ALL ROOF DRAINS TO DRAIN TO LANDSCAPE OR PLANTER AREAS PRIOR TO BEING COLLECTED IN
1 5 ! N ] SETBACK
5'LOPEA, DETAIL • + ! PRIVATE STORM DRAIN SYSTEM.
�. , , a [ I BIORETENTION N
- ` 1' ( EFFECTIVE AREA I N ''t, j 8. ALL OVERHEAD UTILITIES SERVICING HE SUBJECT PROPERTY SHALL BE PLACE UNDERGROUND.
1
T 1,690 SF
TOP: 277.00 E) MII MP SPEC /AL INSPECT /ON NOTES
r.� RIM =301.5 , 3 is [ ;, ! PONOING: 276.83 I. I - 10' DISTANCE
IE= 299.5 { I M `i BOTTOM: 276.00 ( d ap . \9' I I E, @ I TO WATER MAIN
\ ' ° +t N n s TR SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER OF RECORD OR
i � y I SLOPE PROTECTIOR « N .' ;t 3. I PER OMWD ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES.
i PER SDRSD SP -05 " BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY
n . AT THE SFOL LOWING STAGES: R
3 1 ` ; ! ` s 1. BASIN EXCAVATION
o _
I
i t ! �° 2 t } TR 1 3. 2 PLACEMENT OF PLACEMENT OF GRAVEL PIPE, RISER PIPE OUTLET PIPE, HMP ORIFICE ETC.
1
1 Si 6s; I 1 1. I \ o i a�x a�' N t I-- '
=1:
'Phi
N = , (E) AC ROAD 4. PLACEMENT OF ENGINEERED SOIL LAYER
-� + t - i !� . ,' '.,j 1 8" PVC 25.1 LE 08.5% EDGE OF 5. FINAL BASIN GRADING
SL�f_'t t
, 1 REMVE ` E TYPE -1 CB ;� PAVEMENT 6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED
` DRIVEWAY +AO i RIM =2 -76.83 IE= (TYP.) INFLOW CHANNEL PER FRAME & GRATE PER VEGETATED
o i vc WHLL r rc t '' • , 274.9 > s _ €n E SECTIONS D -D & G -G SDRSD D -13 & D -15
f� �1 G k PVMT , RESTORE SWALE
C F
nP ITS T P 1 GRADING ` ti tt� / 10"
y PLANING` TG 1 N 1 �i' / \ / \ / \ / \ / \ / \ U
Z
i F CORRAL \ \ I / \� 8° PVC -
\�
5 . \\ / 7 5 6
,
yy
i s � , 1 � x ONC � \\
J \ \4\ / \\ OU1LEf
' x { ,, PROPOSED •, ,,
a 2O �& PVC IEADWALL PER i y�\
Z
EIJCE ON J L r / j
I,
s
I
sw I2:59 I SDRSD D -32. % \ \i
ooae o,a
o °a,ee o0
IF •' � 2` � � ✓ \\ / / -
000000 e o ,a,
o. o
:. . \i / \\ \ / / / \ /// G/\ \000 / /\ \ee D
3
\ „ u IE= 273.0 \ \// i i \/ / \/ \\ \ \\ i i \\ \ SLDPE PROTECT11714 PER SP-05 0O
E' - ONC CURB' 12 X 12 �; \ \� \ \ \ / \ \�. \i / \ / \i 4 / i \ \i \ \/ �\ LIJ
HEADWALL
PER SDRSD G- `, TCH BASIN
r \ J ^ • , 24 WIDENED \ \\ \�� \ \��\\ i \ \\ 3 NOTE. CONNECT TO ONE OVERFLOW CONTROL INLET W
"`t IM =299.5 ` i ! ' + "` " f F N I I ASPHALT �\ OVERFLOW CONTROL INLET ONLY T1PE G -1 CATCH BASIN PER Z
_ '.100.' ,r' PVC y, i . (E WM ACCESS ROAD SDRSD D -08 -
} , - 287.5 - PIPE I. VEGETATION PER LANDSCAPE PLAN 6. ORIFICE CONTROL PLATE PER DETAIL THIS SHEET
? , r r ', �^ I 7 2. GROUND COVER: 3" OF FINELY SHREDDED HARDWOOD 7. 6" FILTER COURSE 3" CLEAN SAND OVER 3" NO. 8 Z
12 x 12" S
6 CONC. CURB � 3 1 - ,% \, ,
l ,
PE $DI�SD G =1 „ ' 3 ` ° i MULCH OR APPROPRIATE SOD STONE W
I I' 28 .
° W. -. - - -- RI 8 _ -- ; I (E)V M TO BE J. 6" PERFORATED UNDERDRAIN LEVEL W
,E *SOIL MEDIA CONSISTS OF 85% WASHED COURSE SAND 107
L•
As. PER 4. 18" SOIL MEDIA -LOAMY SAND W/
aw ° �' _ - y OMWD (CONTRACTOR MINIMUM 5' /HR PERCOLATION* �
a 3 wo ' , o.. °' I N r o " ah r I v I » 3 - FINES (RANGE: 8 -12% 8% = 2 11 INFILTRATION RATE,
,,----�� VERIFY OCATION) 5. 12 14 CLEAN CRUSHED STONE 84SE ABOVE 'UNDERDRAIN 12% = 1 IN HR INFILTRATION RATE), AND 5% ORGANIC
-s - INVERT 2.8" UNDERNEATH UNDERDRAIN INVERT OU
a 0 ; 5t � ��1 MATTER.
v 7 q % )
SECTION E -E FOR ADDITIONAL STANDARDS SEE SAN DIEGO LOW IMPACT
lip
°- -- = -` ° 3 12" MIN. BIOFILTRAT /ON W /PARTIAL RETENTION
\ \ 13.4% d - MUST MAINTAIN A MINIMUM INFILTRATION RATE OF
DEVELOPMENT DESIGN MANUAL SECTION
WI CO �s - 1 AC SAW -CUT NOT TO SCALE - 5 IN /HR MEDIA wd
_..� 5 , DE NC SPILLWAY
DRIVEWAY AND TURNAROUND CONCRETE
NEW 16'
'
SURFACES TO BE CAPABLE
OF SUPPORTING A 75,000 LB. INTERIOR DRIVEWAY IOR 207. MAX
FIRE APPARATUS TI =5.0 SIDE
SETBACK GRADE SLOPE
BENCHMARK
DESCRIPTION: 2W,90155 DIW IN DROP
LOCATICN: N 9LLE FO?IW RM II RO 50S
RECORD FROM: SURVEY CONTROL IROS
ELEVATION: 427.877
DATUM: NAV988
CITY ENGINEER
0000
ro m
tN
N
oP -(-)
00 rRfP) 1 s Pcc I I,
o � PIPE SLEEVE �'� 11.4 x DRIVEWAY PER S. CO,c
o L6 20 L.F FND G -141 MOD. 2v 0 20 40 60 �i oL�
N N RIP-RAP PER SDRSD D -40, 1 `1 0 75" Il� NO SIDEWALK F�
INSTALL 1/2" WATER v
mTYPE 1 (MOD. - NO HEADWALL) j - `�` No. C062716
6'X10' NO. 2 BACKING, T -1.1' SERVICE W/ RPBFP ASSY. ' PRLjTECT IN PLACE , „
OVER 6" GRAVEL FILTER PER OMWD STD DWG (E) /q" IP SURVEY SCALE: ' "=20'
s Q
O. 6 -1.4, C -2.1 MONUMENT Tqp� C 1 V 1\-
BLANKET GRADING & DIVA /NAGS PLAN
OF CAL \F
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITA: - PUBLIC WORKS DEPARTMENT
DRAWING NO.
FR
DK
JC
'2 'I?
DATE
DATE
INT.
DATE
PLANS P SPARED UNDER SUPERVISION OF
DATE t8
R.C.E. N0.• 62-/16
JOHN S. C FEY
EXP.: 6/370/18
RECOMMENDED: APPROVED//
L:2 . -or
JESSE OWENS/� 1S- (vQNEfL L. 1`'IA6daSl(,
Z by ��$
DATE DATE
GRADING PLAN FOR:
3453 BUMr `IN ROAD
NICOLE ZAR``A®ES'
(AIPIN: 264- 101 -25)
PLANNING CASE NO: N/A
2954 -G
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
SHEET 6 OF 6
NEW SHEET