2012-11457 G (Plans)R19 T OF WAY NOTE
OHNS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST
48 H UPS PRIOR TO WORKING IN THE PUBLIC RIGHT O= WAY. FAILLE TO DO SO WILL
RESU T IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT RTES. IT IS THE
REER NSIMIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS
GE NOTE
ENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
5 TO DRAIN AWAY FROM STRUCTURES FOR A MINI" OF 5 FEET AT 2 PERCENT
CONVEYED TO AN APPROVED DRAINAGE FACILITY.
ALL T ITMES SERVING THIS SITE STALL BE INSTALLED UN'RGROUND.
C. NOTES
1. A WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD
SPEC CATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS
OF CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
ANY NGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
TO A REQUEST FOR INSPECTION.
2. SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION PROPOSED SINGLE FAMILY
REST' E 747 DEWITT AVENI� ENCINITAS CALIFORNIA" PREPARED BY SOUTHLAND
GEO ICAL CONSULTANTS, DATED MAY 17, 2012. ALL GRADING SHALL BE DOE IN
A NO'L" WITH THE RECOAENDATIONS AND SPECIFICATIONS CONTAINED IN SAID
3. ATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF-
WAY EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. M r 7EN PERMISSION SMALL BE OBTAINED FOR ANY OFFSITE GRADING.
5 Ci YRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROP, F DES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
6. DEVELOPER SHALL BE RESPONSIBLE THAT ANY MOUJAENT OR BENCH MARK WHICH IS
DIE, OR DESTROYED SMALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED
CIVIL DIRER OR A LICENSED LAND SURVEYOR.
7. TT F CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES
IN CU OfNG SHORING. AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE
AND R41- SAFETY AND HEALTH STANDARDS, LAWS AND REGIL 4TIONS.
8. ING AND EQUIPMENT OPERATING WITHIN OE -HALF (112) MILE OF A STRUCTURE
FOR AN OCCUPANCY SMALL NOT BE CODUCTED BETWEEN THE HOURS OF 5:30 P.M. AND
7.;30 .. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. DING OPERATIONS SMALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS
BEEN D ONSITE WITH THE FOLLOWING PEOPLE RESENT.° CITY INSPEv e aR CIVIL
ENG SOILS ENGINEER GRADING CONTRACTOR AND PERMMITTEE. THE PRE - CONSTRUCTION
MEET SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HORS IN ADVANCE BY
CALL (760) 633 -2770.
10. F3OR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONS R JCTION SITE WITHIN THIS PROJECT THE DEVELOPER STALL SUBMIT TO AND RECEIVE
A V L FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALI 704PLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE
WITH F FGARDS TO THE HAULING OPERATION.
11. 1 FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO
FINA ING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED
CERT F CATION" SMALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0. 11457 -G_
HAS EEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN
OR A SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SMALL BE FOLLOWED
BY T IDATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
TION.
12. j J GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
IS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
COP C ION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUSMIT
SOIL j EPORTS AS REQUIRED AND WILL DETEF04DE THE SUITABILITY OF ANY FILL
MA TE I iL. TROD COMPLETION OF GRADING OPERATIONS HE" SHALL STATE THAT
0 V ITIOAS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
H,IS PNION, ALL EMBANIKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED
USE.
13. CONTRACTOR SMALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
Posr, zvE DRAINAGE AND PREVENT PORING OF WATER. HE SMALL CONTROL SURFACE WATER
AND AV21D DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL
TAKE RDEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADER AREAS UNTIL SUCH
TIME AS PERMANENT ENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. A Lt. AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
PLAC D IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
OBLE T UNABLE MMATFPTAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON P 41CH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
REMN TO SUITABLE FIRM NATURAL C4MA D. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A L EPTH OF 12 i1CFES AND THEN COMPACTED TO A MINIMUNNM OF 90 PERCENT. IT SHALL
BET E CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL
IN S A CT ACCORDANCE WITH SPECIFICATIONS.
15. 1 J AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOG SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
VTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER
OF AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STDES, ROOTS AND OTHER
WAS SURFACE
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BEC LOCEENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLJ. S SHALL BE ROL ED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. TREES BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED.
PILE OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE
THE AS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM
UNBI H I Y DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE
S0I7. INEEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY S
URB OEST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY,
ON C T PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND
SHALL.. PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHE1 Z:IS AO GRADING EXCAVATION OR DISTURBANCE OF CITY TREE ROOT SYSTEMS
SH4,L WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A
TREE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON TFE GROUND). IF A
CITY NOT CLEARLY LABELED TO BE REMOVED IT MUST BE PROTECTED IN PLACE.
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY THEE IT MUST NOT BE
DISRRBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
NOT XCATIONS
1. [EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SOWN
ONI T 3E PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR AINLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS
HOWE E t THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASLES TO
pF?OT,Cr ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
THE TRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTIL TIES OR STRICTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION
OF U -1 -ITIES AND NOTIFICATION OF COMMENCEMENT OF WORK.°
SEWERS - ESO - (760) 633 -2840
64S 6 ELECTRIC - S]GE - (760)- 438 -6200
WATER - SAN DIEGUITO WATER DISTRICT- i -B00- 227 -2600
TELEPHONE - SBC BELL - (760)- 489 -3411
CABLE TV - COX COMMUNICATIONS- (760) -806-9809 X -2233
2. IRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 FOURS PRIOR TO
BEG ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770.
3. CONTRACTOR SHALL GIVE 24 FOURS NOTICE ON CALLS FOR INSPECTION. PHONE°
(760 A -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUB CIT TO REJECTION AND REMOVAL.
REVISIONS
NI. an -
lA 10-
APPROVED I DATE
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE WEBER AT (760) 994 -5757,
24 HORS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY ;ORK 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 i 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 CIRCLSSTANCES 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 M ASLRES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DNR41N AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SOWN STALL BE IN PLACE AT THE END OF EACH
WORKffG DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PUPOSES ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SMALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /O7 INTO TIE RELIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL STALL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
FACILITIES AAD /OR TO TL F OR LANDSCAPED AREAS WITH ADEQUATE GROUVDCOVER 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 HAROSCAPE, 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 STO#MWATER 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.
B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
STOMP 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 WREN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO FAD BV ANY LIQUIDS THAT
ESCAPE FROM THE DUJPSTER 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 DUNPSTER 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.
EARTHWORK DATA:
0 PRIR YARDS REMEDIAL
450 CLBIC YARDS M(CAVATION 450 CUBIC YARDS ENSANG�VT �
0 CUBIC YARDS IMPORT
500 CUBIC YARDS FEMDVAL/RECOPACTIQN
* ESTIMATE DOES NOT INCLUDE STRIPPINGS OR UTILITY TRENCH VOLLMES
IF REQUIRED BY SITE CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES DALY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DE TO
SHRINKAGE OR SWELL FACTORS).
DEPTH 6 QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION
BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION
THE STRUCTURE IS PROPOSED WITH A RAISED FLOOR ON STEM WALLS. GRADING
ACTIVITY TO OCCUR MAINLY TO THE EAST OF RESIDENCE DISTURBING 10,000 SFi.
SAN DIEGUITO WATER DISTRICT RTES
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS
OF THIS PROJECT.
2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING
LIRE PARALLELING OR PROPOSED COLECTION SHALL BE FIELD VERIFIED. ALL EXISTING
OR PROPOSED UTILITY 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.
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GR40E ANY
EXISTING WATER FACILITY (FIRE HYDRANT, METERS VALVES VALVE BOXES ETC.) WHICH IS
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS CONNIITTE (WASO STANDARDS. IF FACILITIES DO NOT MEET
STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS
EXPENSE.
4. UTILITIES TO MAINTAIN MINI" 5-FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND
SAN DIEGO GAS AND ELECTRIC VAULTS.
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS. WATER METERS MUST SE IN FRONT OF THE PARCEL THEY ARE SERVING.
7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS
BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE
JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LEAD BRASS PARTS.
B. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES SHALL BE
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
REFERENCES DATE BEN { SCALE
PT. NO. 1032 NAME ENC -32
2" SD.CO. ENG. DEPT. BRASS DISC
Z� 1 SET IN TOP OF EAST CURB SIDE HORIZONAL N/A
OF VULCAN AVENUE
STAMPING " HORIZ. CTRL. ENC TC 2" VERTICAL N/A
EL= 92.004 DATUM: NAVD88
CONCRETE WASHOUT
CONTRACTOR 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.
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE 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
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 CONTROf T BE PROVIDED FOR ALL EROSIVE SLHRFAOES. 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 CONSTRICTED TO CHANpEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANLELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION DAILY 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 CONSTRICTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SMALL 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 STORArf-
STOED 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 STORNMWATER FROM STOCKPILES KEPT ON -SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CO G ETE, AGGREGATE BASE
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORRhWATER FLOWS AND
STDFMVRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
THE' PERIMETER AT ALL TINES.
TRAINING
CONTRACTORS' EMPLOYEES
BE TRAINED TO FAMILIAR
REQUIREMENTS. THESE BN
THE PROPERTY OWER (S) A
STORRMMWATER REOUIREFENTE
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UUJUBED
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 OUPSTERS SHALL BE DISCHARGED INTO STORRMWATER. BERMS' /DIKES
SHALL BE PLACED AROUND DMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
DANPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. ONNPSTER LIDS SHALL REMAIN
CLOSED AT ALL TIMES. DN•PSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WI7H 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 WOO, 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) 7114 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER Dd1PSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROLMD 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 STORAORAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORNLRAIN. 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.
ENVIRONMENTAL NOTES
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 12%
(EXCLUAING ANY EXISTING MAN MADE SLOPES).
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 1 FT AND THE' MAXIMUM
VERTICAL HEIGHT OF FILL IS 4 FT
3. A.) AVERAGE DEPTH = VOLUME OF CUT CF. = 0.5'
OF CUT AREA OF CUT S F.
B.) AVERAGE DEPTH = VOLUME OF FILL (CF = 0.5'
OF FILL AREA OF FILL (S.F.)
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
595 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 f 858.259.4812 1 pleaengineering.com
FX5--11a 100 y
WILLIAM G. MACK
R. C.E. NO. 73620
EXP. 12-31-)416
LEGAL DESCRIPTION
PORTIONS OF LOTS 10 6 11, BLOCK 9; IN THE SUBDIVISION OF EAST BLOCK 7 OF
ENCINITAS PER MAP NO. 33 FILED MARCH 19, 1BB7.
A.P.N.: SITE ADDRESS OWER/PERMITTEE
258- 211 -09 747 DEWITT AVENAIE MARK PIEL
ENCINITAS CA 92024 747 DEWITT AVENUE
ENCINITAS, CA 92024
OMER'S CERTIFICATE
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
COMPACTION AND STABILITY OF THE SITE.
�,,
MARK PIEL
747 DEWITT AVENUE
ENCINITAS, CA 92024
°6- ROI
DATE
STATEMENT OF ENGINEER OF WORK
PROPOSED ONSITE
IMPERVIOUS AREA
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
(EXCLUDING ROOFTOPS)
(EXCLUDING ROOFTOPS)
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
LEGEND
ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
S.D.R.S.O. = SAN DIEGO REGIONAL STANDARD DRAWINGS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANGHECK OR
REVIEW PERFOED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
PROPERTY LINE
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN
NEIGHBORING PROPERTY LIRE
AND IT THEREFOR DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIIITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
PROPOSED VACATION
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
PROPERTY SETBACK
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
PROPOSED CONTOURS
150
THE WORK PERFORMED BY ENGINEER.
n
�
EXISTING CONTOURS
- - - -150- - - -
BY., /Q � % �.. (
EXISTING CENTERLINE
-- -
WILLLTAM 15. MA DATE
EXISTING EDGE OF PAVEMENT
QAOF ESSIO�,
RCE No. 73620 �p PM GREGG q!
EXISTING WATER MAIN
---�( -
PASCO L,4FET BUTTER &ASSOCIATES gr �'�
EXISTING SEWER MAIN
- 5-- ° -° 5-
535 N. fDIGHWAY 101, SUITE A co No. 73620 N"
SO ANA BEACH CA, 92075 Lu
EXISTING GAS MAIN
- - fi - -G-
Exp. 12/31/12
PLSA 1955 {X }"�
EXISTING RETAINING WALL
TO BE REMOVED
JsTq IC - p
CIV
7F OF CALIF
EXISTING RETAINING WALL
SOILS ENGINEERS CERTIFICATE
TO REMAIN
I, ��JI � �m✓�A REGISTERED CIVIL ENGINEER IN THE STATE OF
PROPOSED CMU RETAINING WALL
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
PROPOSED KEYSTONE COPAC RETAINING WALL
MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY hE OR UNDER MY DIRECTION BETWEEN
DRAINAGE DIRECTION
-
THE DATES 9:&A9-f4,- AND - °P ORE COMPLETE COPY OF THE SOILS
REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN
EXISTING BUILDING
SUBMITTED TO TFE OFFICE OF THE CITY ENGINEER FURTHERMORE, I HAVE REVIEWED
THESE GRADING PLANS AND CERTIFY THAT THE RECD kENDATIONS INCLUDED IN THE
PROPOSED BUILDING
SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS
AND SPECIFICA TIONS
PROPOSED WATER SERVICE
W
SIGNED._
PROPOSED SEWER LATERAL
S
RCE NO.: 3rD SSA
?�6`'� Rq
PROPOSED HARDSCAPE
a
I
_ -- -_ -_ -- €:JELL wQ
EXP. DATE. " x m
No. 39552 m
PFROPOD BMP AREA
-- - - - -- a-� m
SOUTFLAND GEOTECFNJICAL CONSULTANTS °!1 9A+W3
EXISTING HARDSCAPE TO REMAIN
4
1465 LEXINGTON AVENUE UNIT 7A P
HARDSCAPE TO BE REMOVED
EL CAJON CA 92019
EXISTING
OFCALiF�
PROJECT NO. 147C75 ,..
PHONE. • (619) 442 -8022
ABBREVIATIONS
TOP OF WALL
TW
BOTTOM OF WALL
BW
ASPHALTIC CONCRETE SURFACE
AC
TOP OF ASPHALT BERM
TB
TOP OF CURB
TC
FLOWLINE
FL
GROUND ELEVATION
G
SEWER MANHOLE
sw
WATER VALVE
WV
FIRE HYDRANT
FH
POWER POLE
PP
LIGHT POLE
LP
FINISHED GRADE
FG
FINISHED SURFACE
FS
R�"-CRVRIEVNV-511) 05611
NAME DATE
EXISTING ONSITE
PROPOSED ONSITE
IMPERVIOUS AREA
IMPERVIOUS AREA
(EXCLUDING ROOFTOPS)
(EXCLUDING ROOFTOPS)
1,665 SF HARDSCAPE
1,877 SF HARDSCAPE
L+AIVI4M0 & BUHLD�0 ucaTRO or unTR or J neWGM or w �pOV A T S
TRG TRG WGM L1�t1� L'!L�
REVIEWED BY- PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED4�
Y N R. C. E. NO. 3 •8• l3 . 73 MASIH MAHER GLENN PRUIM
DATE: WILLIAM G. MACK EXP. 12 -31 -13
DATE: 3121113 DATE: -3/1,A
CITY OF ENCINITAS
GRADING PLAN FOR:
12-075 CDP
M IVA D+ ` /'
BMP STATUS:
. 0 , S
11457 -G
A.P.N. #258- 211 -09 1 SHEET 1 OF 3
312212013J.• \Active Jobs \1955 PIEL \DP.AWING \1955 G.pro
Iv
_-D
N
e°
�d
sa
CO m
m�
1 U 'a
_
n
Wye®
m
3
�N
C2 x�
C3
to z N
Q �°
d
EXISTING EDGE OF PAVEMENT
i
MIN
PER R PLAN
MATCH EX PAVEMENT
EX= 135.51
REAMING W41-
t
K67A)NIN(q W RL.L �
SWALE SHALL BE PLANTED WITH
ADEQUATE GAGUNDCOVER OR TURF. 8^ pEpT}I
OUTLET 4" PVC
PE SDRSP C°`i
YEIL SDeZS� C-3
PLANTS THAT ARE NOT PRONE TO
BLOCKING TIE DRAINAGE FLOW MAY
STORMDRAIN ON GRA
)
s \ - -
INSTALL 4`' PVC HATCH \\\ REPRESENTS
I
l
ALSO BE PLANTED ON SIDE SLOPES. TURF REINFORCEMENT MAT
IE OUT =1360
) T►�' 43.5
PE NENT /
STORMDRAIN PIPE BMP SWALE W/ SUSORAtN PER
I I EXISTING I
/
IF APPLICABLE
INSTALL 2' x2' MIN STONE SPLASH
) BW � .5
(2% MIN SLOPE) DETAIL `THIS SHEET (TI'P�CAL) DRAINAGE FLOWLIAE DIRECTION
MACH EXISTING DRIVEWAY
EX 157.7
MATCH EX FL
EX /FL= 157.81
I 'Ip
BLOCK AT DRAINAGE OUTLET 47 I
) TW =139
1% MI LOPE (TYPICAL) EXISTING
``�--� EXISTING
AC !BERM I
/
i
PROPOSED KEYSTONE COMP.AC BL C EX 135,9
; `
) BW =135
TW 148.0
` �������,��_ BUILDING
RETAINING WALL
I EX 154.6 )
RETAINING WALL TO TRANSIT
) TW =140.
BW =144.5
I TO REMAIN I pE4 SBRS8 -E-4
EX 15 5
EX, p0 1
_
GRADE WITHIN RIGHT-OF-WAY
BW =135. T 1 .1
Bw
YARD DRAIN
TG= 1495 145
) 1
_ /Tw 146.5 Tw 1g8.5
GRIND AND OVERLAY EXISTING PAVINdG
18" MIN \ 6" MIN. ENGINEERED SOIL
INSTALL AC PAVEMENT TRANSITION
1.4 / IE =1,lgq 14
TW 150.5 BW -}5210
BW 142.3 / BW 144.5
�/
AS NECESSARY TO PROVIDE A SMOOTH
*SEE NOTE BELOW
90' MIN. BEYOND FERTYLINE E 135 EX 135.8
.S
8'5 1A�i52.0
BW`4fr73 /
TRANSITION TO EXISITNG ALLEY
2" MIN. 3 /B" GRAVEL
.9
TW =135.
W =135.7 EX 136,
- X 1g7�G _. / �L�X 1 X
EX
„ ,;
>;G
`
- - IMPFHJVEMENTS TO SATISFACTION OF
CITY INSPE
EX 158.2 CjOR
- -
p - M -
4 IA. PERFORATED i6" MIN. 3/4" CRUSHED ROpC
E 68' IGHT -OF
39
I
EX 15413 156.1
�
)
°
PVC SY 80RAIN
°
1372
WIDE RIGHT
T i5
I 1 .00
` \
`/ /'`� # ENGNTRED SOIL LAYER SHALL BE MINIMUM 6" DEEP SANDY LOAM SOIL MIX
_
NO MORE THAN 5%
OF-WAY
I VACATION
EX FG 51. BW 1534
I
6.1
�
\
WITH CLAY CONTENT. TIE MIX SHALL CONTAIN 50-60% SANG
COMPOST OR HARDWOOD MULCH{
5<0
PER
I tib IDOL. 2012 -0
TTEf9V TO ) .�_
° °
I EX 1541 3 EX 151 -�
F� �
\
'` \\
„ 20-30% AND 20-30% TOPSOIL.
9' 10
/ti
`
l
5961T
REC. 12 -4 -2 12 1
cn °
a
'6 TING BUILDING EX�51'Bt °I
:- Tr,-76.1
HEX RET WALL _ 74
A
�� \
�\
T :INb. ly��� NOTE VEGETATED SWALES ON GRADES OF M� THAN 2.5% MJJST INSTALL CHECK
EX 1371
EXISTING EDGE /
OF AC PAVEMENT
E
( . +
Q g
14 t I T ly
LIST G TREE
i 14
BE MOVED r�
r? a °a I
T BE REMOVED TW 154,0
I EX 5 ®.5
F - 0 /- 8w 15?•g a�
TO REMAIN
F F 157.7
\i �
�? -
c
CENTERLINE ALLEY
Cts DAMS TO LIMIT THE SLOPE OF TFE SWALE TO 2.5% UNLESS OTHERWISE APPROVED
_ v BY THE DIRECTOR OF ENGINEERING SERVICES.
= ° �'
x
I 'JCK
° -
l340G' I tlx
EXISTING GARAGE
° NOTE NA FILTER FABRIC IS TO BE USED IN THIS SECTION.
Ex 13 5
. I :
148.5 /
EX 4�.4
5 CCEt�t wa a; 1511
TO REMAIN
ai w, *�
\`
EXISTING ZERO HEIGHT
Q
,
. 145.0
°
"
A� FF =157.7
PCC CURB TO REMAIN
o 14N •O
PROPOSED EDGE / 1
OF AC PAVEMENT
s'
I
SETBACK 1%
MATCH Lt. HALL ) °
TW -153.
��
TG 155.9
�\ ���.
.t `
A.
FL=
1 m �j7� T
0 - _ ` IJ1Y1r SAM DETAM
_
2% :.
12 j�F \
Ex�1463 \
15E.� 811352: a /
IE= 155.410'
g-
o G�LnR4a �iE��1Cs
CENTERLINE DEWITT AVE
``
`.
1
I 2
AD= 151.9DEX =151.8 ° I. 1534
rW 153.9
\`
EX iSB 7 \
\
t
y INSTALL
Y ° ° M112+tFI 3YT OI�EId.�O& NTS
\-
°H'S
EX 1365
PROPOSED REINFORCED KEYSTONE GOMpA
\
\` �
W=1
W
2% `
, �- \
146.9.
1% EX 151.8 152
� FS= 152.50 � TW � 3 °"
BW 1523 G\
{ FF 1.,7.7
FL= 157.60
\
frr�..,
" "o� .i
3' WIC CONCRETE O
= 19U•
RIBBON GUTTER ALONG ALLEY
CENTERLINE PER
l6GYST ®►der (;DMI`A C_ _
BLOCK RETAINING WALL X 136.8
3.5' MAX EXPOSED WALL HEIGHT NTH
"
`O" `
( i
1.5
-EX
y� I�(g.p Ex 147.q�
B/ W /
FF 152.6 a: Bw•2f
R�'S WAL
/ f56 '
\�O ; \
TYPICAL
SECTION THIS SHEET
i IZE►AIh11N(� Wks- MAXIMUM APPLIED WATER USEAGE
�� r -(Y
FRONT YARD SETBACK
46.0 )
PER SDRSD C -1 "° a
; ,jly
L 15B.8
L° 4 5 1 F) PER MC 23.26.130
/ -- = MAWA = (ETo) (0.62) LA +
c
\ \
\
KED X 1493 _
EX- 151.81
(,
(0.7x 0.3 x SLR]
PROPOSED AC PAVEMENT WIDENING I
\
'� -
rn
I `
RCH TW 153
BW
FS= 159.50
]'.
EXISTINdG
= MC 23.26.040
ETo- B 9
4" AC OVER 6" CLASS II BASE (MIN)
., : b ; .
o
E ,, . j
°43. ~° a'
S= 152.50 152.14
I
„D
CONC5
f Lev�urtlx Pk� F
N 258 21P09MATCH
G ALLEY FLOWLINE
6�f�lFlrP` -aaee GTYP}
■ ■ 1
\ v
EX' 1 5:8 / .<
\ �
a< EX WALL _ EX BRICK'
TW =153.3
'KEM
TW -- 158.00
l �8W= 152.50 /
1 7.�
\ `•
159.2
GRIM) AND OVERLAY EXISTING AC PAVING
MAWA - .(42.9) (0.62) [0.7 x 3,806 SF + 0.3 x 0 SF]
.. MAWA = 70,862 GAL / YR
f?\V�
N • •
FS= 152.50 BW =152.2 REMAIN
N
f
\
WITHIN ALLEY RIGHT -OF -WAY. INSTALL
� t �+� ii Ems.
` Ex 137 ,
° -
y a,. �.:
PROPOSm RET -WALL -
56
rw 1 .2 t5g
\ \\
15x.3 NEW AC PAVING, 4" AC OVER 6" CLASS II BASE ; C�}Al l � X55 S�� 0�
APPROXIMATE LIMIT OF-----.
I" $141
_ l - `
I _
2% PER SDRSD C -3
�- �x 1 _. TN 152.5
6 ew s59.5 /
1 I /
\�`
\
i NECESSARY TO PROVIDE A FULL
WIDTH PAVED ALLEY IMPROVEMENT.
- - BEST LANDSCAPE PRACTICES CHECKLIST
N.i.S
AC PAVEMENT GRIND
€ .
I,:' .;° /`, ,.;
I F149
HATCH R $ pERMgRyENT S=3 •30..
.7
/ 58.3
! {. =. '`
/
1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS
AND OVERLAY x 137.8
/
). 1� a ) ' ;. -
BMP SWALE W/ IN DER "
5
„ ,,
;, \ o
\
INTO STORMWATER BMP AREAS.
APPROXIMATE LOCATION OF
EXISTING 6" ACP WATER MAIN
y
i
}
1 -
EXP
�?
Qr 1 .8 DETAIL THIS SHEET AL) EX `9 �5'
TA 15950
% EX
B 152.
2. IRRIGATION SHALL BE DESIGNED TO LANDSCAPE
IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA
APPROXIMATE LOCATION
O
T
1
PR�P�JrE® '-1 F
60. E
\
X 160.5
3. ALL IRRIGATION SHALL BE GROUPED INTO HYDROZONES
_...
OF EXISTING 1" HIGH FX 138.1
fT 'r
.: �t..
35 °✓�
.
2% - 0 RESIDENCE WING wArL
FG15 .50
°
4.
�i
EXISTING COW PAD W/ TANK
TO BE REMOVED
AND DESIGNED TO DELIVER WATER TO HYDROZONES BIASED
MOISTURE REQUIREMENTS
PRESSURE GAS MAIN.
EXISTING WATER ME
�..
96
149.8 15TFLOOR
°°
\
\ \\ "`
\ O�
4.
4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH
TO BE RELOCATED
I}
%
- 5 1 4..
EXIS
? IJ�355�7,�.
\
\
-EX 156.4
RAIN SENSING SHUTOFF AND SOIL MOISTURE SENSING DEVICES
5.
UPGRADED PER WAS •9 138.5
INSTALL NEW SEWER LATERAL PER SDRSD SS 1
O `'
_
- p,
J ' 1%
3 ° #, 9.2 :� --
°'
.
C2171VIVC .G
�AD =�`�
°
j /
��
\,
SEPTIC SYSTEM COTE PLANTS, WHERE POSSIBLE, WILL BE ROOT WATERED VIA
EXISTING EDGE SOAKER HOSES OR XERISCAPING
PRIOR TO CONNIECTION NEW RESIDENCE TO TFE
9 3
°.
1 47:8 '
I FS
..�\
DRR9EWAY a/a
\ \
OF PAVEMENT
�SLIC SEWER
6. DROUGHT TOLERANT PLANTS AND LOW WATER USE PLANTS
SYSTEM THE EXIt7'ITMG ONS'ITE SEPTIC ARE TO BE
NEW WATER METER LOC TI
1 T.W 146:0 •'°
151.50 END FLOOR T11�160,
.00
FIX 157. EX "
\
-n_ USED THROUGHOUT THE LANDSCAPE
SYSTEM SHALL BE LOCAT® AND ABANDONED PER THE 7. HIGH WATER USE PLANTS WILL BE LIMITED
EXISTING WATER SERVICE TO BE UPCR4 I
BY SDWD TO 1" CAPER SERVICE PER WS u
4
w W =146. DECK4
/ 14 8 FF DRAIN W=157.
4
$
COUNTY OF SAN DIEGO DEPARTMENT OF ENVIF]OMENTAL B. TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM.
LOWER WATER USE TURF SHALL BE USED
9
EX 149.7 �a 957,00
1 60
` ; -
EXISTING HEALTH STANDARDS
WHEN POSSIBLE.
WC -17 AT OWNERS EXPENSE
q
,TW =1q0
/ HATC 15480'
/ 8 15 150 .
/
\
BUILDING
9. A MAINTENANCE SCHEDULE SHALL BE PROVIDED INCLUDING
INSTALL 2' x2' MIN STONE SPLASH
_
) B8 14�' S?, , :'
Tw 152.7
�b
/ --� / a
A. IRRIGATION WATERING, RUNOFF, EROSION OR IRRIGATION
SYSTEM FAILURE
BLOCK AT DRAINAGE OUTLET
\ ` :
-� �:
-
EX /
�..
\\
\ '
JV
256-211-17
B. MINIMIZING OVERSPRAYING ONTO HARDSCAPE AREAS
PROPOSED KEYSTONE REINFORCED COMPAC X 139.0
EX 939,0
�f
- 1r
.
r .3
-/
7.
\
C REPLACEMENT
CEMENT OF DEAD, DYING OR DISEASED V- SETATION
BLOCK w/ GRAGRID RETAINING WALL TO
...,
!�
%."
\
EX 16 .3
D. ERADICATION OF INVASIVE SPECIES
TRANSITION GRADE WITHIN RIGHT -OF -WAY I
�� \,
e
� �
a
)
MEW
/
E. REPAIR IRRIGATION SYSTEM &COMPONENTS
INSTALL AC PAVEMENT 1RANITION
10'
°
t
�
X 149.0 ` a '
R X -
X -'
S83'20'17„W !!f?:60' EX
�- BW 1586 -�'
r
EXISTING EDGE
OF PAVEMENT
F. REPLENISHING MULCH
G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND
MIN. BEYOND PROPERTYLINE.
TRANSITION FLOWLIIE
I
�I
TW=1 ARD DRAT
154.5 r'
EX 151.7 DRAINA(E.-
EX 157. T ,pp
MAINTAIN HEALTHY PLANT GROWTH.
H. FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY
TO PAVER
I
I
BW= 146.G° '. S
Z F111N�INE.�I
YARD IM
SWALE AS SHOWN
1 144.5
TW =1 1
/
EX 149. s I b•S
s
EXISTING FENCE MAP
TO
/ TG-159
J _
�
GRIND AND OVERLAY EXISITNG PAVING
AS NECESSARY TO PROVIDE A SMOOTH
PLANT GROWTH
L MAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEWS.
APPROXIMATE LOCATION OF
IBW =9 1
�W 148.0
EXISTING OUTL 4" PV& - --
J -1�
- "-
ANSITION TO EXISITiG ALLEY
J.
EXISTING 6" SEWER MAIN.
)
) \� I
BW =1 BM' EX 150.
BUILDING STORXpAIN (1AR
/
VENTS TO SATISFACTION OF
10. RETICULATING WATER SHALL BEI�SED�N A�TEDECORATIVE
WATER FEATURES
t
MATCH EX PAVEMENT
l EX 14.9 /
/
����VC � �
AIN P,IH'E
IF X152.5
255-211-06
EXISTING RETAINING WALL /
TO REMAIN /
CITY aq
11. MULCH WILL BE USED ON SLOPES LESS THAN 3.1 TO A DEPTH
EX= 139.51
/
/ 111 1
/
2% MIN r� ) /
/
TW= 157.01 EXISTING FENCE
INSTALL
CMU TAINIMG
MATCH EX FL
OF 3" TO MINIMIZE EVAPOTRANSPIRATION.
12. SOIL AMENDMENTS WILL AN USED TO CREATE AND MAINTAIN
EXISTING EDGE OF PAVEMENT
(
OUTLET 4" PVC
STMNORAIN ON GRADE
%
E I TREE /
BW= 152.51
/
WALL PER
C -q
EX/F1= 160.61
A HEALTHY GROWING MEDIUM FOR ALL PLANT MATERIAL.
)
1 IE�,OUT =1
BE
T 8E REMOVED / /
(
/
��\\
SOIL TESTING WILL BE UTILIZED TO IDENTIFY ANY SOIL
REI&WI
DEFICIENCY AND OFFER AMENDMENT RECOMMENDATIONS.
13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE
NOTE:
•/6, WALL.
�e sv� c -z
^� r rnTG y�T �T
Vj�•�DI P A
MAXIMUM APPLIED WATER ALLOWANCE (MAWA).
CONTRACTOR TO PROVIDE A 24' WIDE PAVED WIDTH
SCALE 1 "' =10'
ALONG THE FRONTAGE OF DEWITT AVENUE TO THE
GRADING NOTE
SATISFACTION OF THE CITY ENGINEERING INSPECTOR.
ALL THE WORT( PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES
IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE
DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF
R
�� PERMISSION FROM THE ADJACENT PROPRTY OWNER MUST BE OBTAINED AND
t SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY
?w
�/ i°
DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
B"
\
RO
W
DEW
UAYE 12 ROW VACATION PER
PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS
APN250- 211-09 GROUNDS FOR -WORK
2' B'
20'
DOC. 2012- 0759613
A STOP TO BE ISSUED FOR THE PROJECT UNTIL THE
SAWCUT
IL
C
L
IREC. 12 -4 -12
/ REQUIRED PERMISSION IS OBTAINED.
LINE
„ FILL OPENINGS IN PAVER
18 10 UNITS PER MANUFACTURER'S
4 AC PAVING RECCOMMENDATIONS
6 (
i
2 "x8" 6"
REDWOOD MIN
I
90'
10'
28' 20' F B
12' 8' 6' I
I AC PAVING PAVERS PATH ,49.0 I
S
PROPOSED PROPOSED
GRADE 1 RESIDENCE
VARIES
HEADER 2%
FL= i49rFJ
2
DECK FF=152.6
�FS- )PAD=151.90
2g; I _�96 TO
PRIG
VARIES
3/8" VARIES
I 3.3' I
W 14
T B. 5
-152.5
N
2% MIN 3/8"
2% MIN
-
E PIA
1.5" C
LD
G °
6" CLASS II BASE a °
e
°
\ 2" BEDDING COURSE LAYER DG PEDESTRIAN
..... „ „ PATH
1/4 TO 3/8 AGGREGATE
, ; " -• -
-III III .... L
-� �_ III- r- ' -III -�_ �_ -!
I
3• -
TW =144.0 ) f�
YsL = =- I
_ __ ,- - - I i
I -III-
�I - -T - III -III-
P
N
6 X16 PCC FLUSH CURB a . -. ° e.. °:
4" COURSE LAYER
-III -
III III III -III_
-
TW-140.0 I _
_
-! -'
IF III
a
A7 EDGE OF PAVING
BASE
- -I 1= I�
_
�
!!I
=III=
„
PERMEABLE PAVERS ORCO 12 SUB BASE
COURSE LAYER
„ „
4 AC OVER 6 CLASS II AB
8' THICK PCC RIBBON GUTTER
-
BW -136.5
OFPEXISTING GRADE
AQUA -BRIC OR EQUAL 2 1/2" TO 3"
ANGULAR ROCK
NOTES:
OVER 6" (LASS II AB
2%
/
��- -�=
3.5' MAX EXPOSED HEIGHT
M
PAVER INSTALLATION SHALL BE PER MANUFACTURER'S
N7fE
&W�. +MA e&MUOGMFO�AI
- ►
/ 2%
-III -
KEYSTONE COMPAC BLOCK
RETAINING WALL (TYPICAL)
RECOMMENDATIONS.
PAVER SECTION IS SHOWN FOR
�1HE57ANDARDSPE (�fXrITKFAE'R1Blk
_ _ _
II
REFERENCE ONLY.
MAINTAIN IMPOSED IMPOSED
PAVER SECTION IS REQUIRED TO
LOADS OF NOT LESS THAN 75,000 LBS
Wt7MC6M151RGICI10ALp /RRENTFDhKA11
-III= h
� i i III III = I � =1'' 1: 1 SURCHASE LINE #
REINFORCED KEYSTONE RETAINING WALLS W/ GEOGRID TO BE
PAVER PARKING AREA At MODULAR WALLS WITHIN R
TO BE MAINTAINED IN ACCORDANCE WITH ENCROACHMENT
A r r w
TYPICAL SECTION � ALLEY
C�L.C71O1LT A
►71'11. 1V ii
CONSTRUCTED PER MANUFACTURER'S RECOMMENDATIONS AND
STANDARDIZED MANUAL FOR WALLS UP TO 6 FT IN HEIGHT.
MAINTENANCE A: REMOVAL COVENANT DOC. # 013 °01% 0
BLOCK FOR UPPER WALLS TO EXTEND BELOW FINISHED
REC.`3°A6 °13
NOT TO
SCALE
NOT TO SCALE
GRADE AS NECESSARY TO PREVENT A 1 :1 SURCHARGE LINE
FROM INTERSECTING THE LOWER WALL.
PA VER STALE & DIG PA DETAIL
NOT TO SCALE
GRAPHIC SCAL,F 1 " =10'
0 10 20 30
R
VISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK•
SCALE
AS BUII.T
DESIGNED o BY DRAWN BY cHEWGM BY
APPROVALS
CITY OF ENC AS ENGINEERING DEPARTMENT DRAWING NO.
TRG
EV
0
PT. NO. 1032 NAME
2" SD.CO. ENG. DEPT.
SET IN TOP OF EAST
OF VULCAN AVENUE
ENC -32
BRASS DISC
CURB SIDE
HORIZONAL 1 " =10'
PLANS PREPARED UNDER THE SUPERVISION OF
DATE:
(�
R. C. E. NO. 73620
REVIEWED
BY:
MASIH MAHER GLENN PRUIM
URADING PLAN FOR:
74"7 DEW= A 11457®G
1110101
-SEE
WILLIAM G. MACK DATE
A5 -
LT
�;
STAMPING HORIZ. CTRL. ENC TC 2"
EL= 92.004 DATUM: NAVDBB
VERTICAL N/A
R.C.E. N0. 73620
EXP. 12 -31 -12
W LLIAM G.
_
MAC EXP. 12 -31 -13
DATE: 3/22//3 DATE: -VI-8113
12 -076 CDP A.P.N. #258 - 211 -09 SHEET 2 OF 3
312212013J.• \Active Jobs \1955 PIEL \DP.AWING \1955 G.pro
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EXISTING EDGE OF PAVEMENT
3' MIN
MATCH EX PAVEMENT
jcE`%not ell'au &r
PER PLAN
EX-
WALL
SWALE SHALL 8E PLANTED WITH
OUTLET 4" PVC
�
ADEQUATE GFRC�DCOVER OR TLS. 6° DEPTH
srDRawDRAIN sN- CRiAAE '
APN 256- 211 -10
PLANTS THAT AFE NOT PRONE TO
BL�ICIND THE
Nt�S Po .uP ENTyrE�
-
EXISTING '
ALSO BE PLANTS s. TURF REINFORCEMENT MAT
TALL 2' x2q' MpINpgSTONE SPLASH
OCK
3£ -43f'3
yy
INSTALL 4" PVC
ST2 PIPE
�„ �� CHIC DRIVEWAY
DRAINAGE FLOWLINE DIRECTION MATCH EXISTING
"'' a
MATCH EX FL
EX /FL= 157.81
IF APPLICABLE
I 41
A
T OUTL I
Rt A pJ u fM+
N PoP �
iY4.e�s
(gg MIN I
INS
HAFCH SENTS PERMANENT 1% MIN SLOPE (TYPICAL) EXISTING AC BERN
1
`
RV- 49e?c7Tw IH9.
BAS SWALE w SUBDRAIN PER DING
\N
L� I I�
DETAIL THIS 91EET (TYPICAL) fW 151 S tx POWER '
P
NEX
- �Rm.;rIMgA16
9W -1359
EXISTING Al BFI
RETAINiAXi'W &1'006 4Llr>}1.
GRIND AND OVERLAY EXISITNG PAVING
18" MIN MIN. SOIL
LL AC VEND ITION
)SRRIN
AS NECESSARY TD PROVIDE A SMOOTH
0'
MW. BEYOND PROPERTYLZI� ,,
IE' #4l:5
- 'S6` 112.00'
TRANSITION STTNG
11
�T
SATISFACTION
2 MIN. 318° GRAVEL
5 ,•. _
_
FL 158.
CIYOZNSPECT�dEXI
4" DIA. PERFORATED 24" MIN. 16" MIN. 314" CRUSHED ROCK
HL= 135.67
-135.
8`TW=451:9
- -
PVC SLEMAIN
EXISTING 68 IGHT OF -W Y
-135.4
TW =148.0 ARD GRA
FL= 156.00
fi �TFNU A dA FG= 151.96 i I pvt oun ET
2% MIN 2% MIN
\
158
ENGREERED SOIL LAYER SHALL BE MINK M 6" DEEP SANDY LOAM SOIL MIX 1
THAN 5% (LAY CONTENT. THE MIX "LL CONTAIN 50-60% SAND,
4" TALL X 12" WIDE
811 =449.5 G 147.69
8 -
�0 REhhFFN k x e. _ -
.
-
WITH �W F
20-30% COMPOST OR HARDWOOD MI,LCfi AND 20-30% TOPSOIL.
FT
WEDGE CUFF PER DETAIL 12'
EXISTING EDGE
WIIlE RI�f1T #-
Psi
DOG. zbAtATD7543Y
• 1�
lh1 f -
It I X= 151.81 ARD € a -1 7.
!- DBE REMOVED ?�f' - ) 0 � 5 40
w twEw�
p
CENTERtIAE OF ALLEY
NOTE VEGETATED SWALES ON GFb4�S OF MORE THAN 2 5% MUST INSTALL CHEOC !
OF AC PAVEMENT
FE C, 947,20f2
TOIBE REMOVED
a ,
FS= 152.50 as w`
M�
WRNS To LIMrr PE SLOPE of THE swALE To 2.5% uNtESS oTHtETtwzsE APPROVED
BY THE DIRECTOR OF ENGDNEERRE SERVICES.
TW =149.0
DECK e' EXISTING GARAGE
HOME
MAINTAIN59 LANDSCAPING
-
6N�4�.
® BW =145.5 2%
°r j` _ i ° TO REMAIN
x
10' 10'
EXISTING ZERO HEIGHT
PCC
12" FINISHED GRADE NOTE: ND FILTER FABRIC IS TO BE USED IN THIS SECTION.
MUST
VEGETATED OR COVERED
�-
f d
'6MOO� NaLL FF =157.7 20,
CIXNB TO REMAIN T
BEF
FINAL
�..., FL =136.5
r ',
- TBA
LINE
�yry ° •\ T45rr9 YSB
!- :..�� 15260 = 3a yR D RAID" -
1
MIN :.. FL= 158.50
: -.-,. 20' :
4
APN256- 211 -19
- %��/%�i T�� /gyp♦ ■T Tye DETAIL
e. BA SI!ALE DETAIL,J
CENTERLINE DEWITT AVE I
1s
h
PAD=15190EX=151.8±
ASPhIAI.T PAVING
NTS
•
FYSB ti 2%
° °
I'll
1% = "
2% MIN
D REIR FOHCED KEYSTONE CENIL71Y5
TC =137.0
, FS =436.7 g%
--
9 I
a I I -
" "`-` ° FS=152.50 - . a a d, FL- 157.60
RIBBON GUTTER AL Y
CENTEFi! Ilut PER TYPICAL
OCK FETAINZNG WALL Y
' MAX EXPOSED WALL HEIGHT WITHlI� '
TC
FL
151.1' - q PROPOSED PET WA t p. 156 b - .�
149.97 BW 147 2:
SECTION THIS SHEET MAXIMUM APPLIED WATER USEAGE
C Cl
T YARD SETBACK =136.96
=1
TW -144. 146.47:
-
,QCC3VERED F'EA SDRSD C -1 a b; : p ; . p .
•s
llti7fl71i1ClY1 LCiTA� PER MC 23.26.130
PROP
SED
AC PAVEMENT WIDENING
B%, .:
BW =138.
EX= 151.81 `(PRA 1 A1►� A
PORCH '' NEw 821GV PgvE2 FS 159.
FL= 159.00
EXISTI(�
NOT TO SCALE MAWA = (ETo) (0.62) (0.7x LA + 0.3 x SLR]
4" At
OVER 6" CLASS II BASE (MINI
-" -_ -
I
FS= 152.50 PgT�n
T11�152.0
--.1
CONC DRIVEWAY
ETo = 42.9 PER MC 23.26.040
<,
TC= 137.62
2 a
�5
s., ..,., __ v G Q p; p "D, p '
152.0
.11
m
EXISTING ALLEY FLOWLINE
LA
SF SF
6 X16" PCC FLUSH Ct142.B
°
°
APN 256 211 G • ..
..
=30
AT EDGE OF PAVING
_ ."
W -1
al52 2 2% D
P. - I
2% MIN 2% M
'� 1N4
AND OVERLAY EXISTTNG AC PAVING
MAWA = (42.9) (0.62) (0.7 x 3,806 SF + 0.3 x 0 SF]
- --
$11+ =139.3
•. BW-14 .0 ." . FS= a
a FS= 152.50 BW-15 - 'A
° N
io NF.w WN-L
v w FB 2 S Nk�
i
T A
ALLEY RIGHT-WAY. INSTALL
_
-
MAWA 70862 GAL / YR
APPAOXIMATE LIMIT
AC PAVEMENT GRIND I
�_
°-
- e -
aTW=152.0° PROa"e r,
m
VING 4 AC OVER 6' CLASS IT BASE
WERE
AND OVER
°
✓ =152.0 ' ; p I
S
AECESSARY TO PROVIDE A FLLL
TC
�r
-.
.°7
.P.
p:
F5= 15250
so
WIDTH PAVED ALLEY Ib�VEMENT. R ®W
'pow BEST LANDSCAPE PRACTICES CHECKLIST
=138.6
95
3'
120'
AIMATE
LOCATION OF =1382
Q �,
° ° BUILDING
STEM WALL P 6• -
�
1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS
INTO STORMWATER BMP AREAS.
EXI
.J>
6" ACP WATER MAIN �� j
" 6" PCC'
,,r
F5=
` M 25 MIN
2. IRRIGATION SHALL BE DESIGNED TO LANDSCAPE
A
DATE
LOCATION
ClNTB
y _p 160 20
�OPMEP
t4to
10' 10' IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA
a -160 00
OF EX
ING 1 HIGH 138
7a °�
'..
'� °° FG= 150.90 REN�ENCE 2%
Tit
FL= 160.OD .
EXISTING COQ PAD W/ TANK
3. ALL IRRIGATION SHALL BE GROUPED INTO HYDROZONES
PRESS
GAS MAIN. ` '�"
EXISTING WATER METER
., ., ., =138.0
TW=443.7
�` ' ;� �sQ '.
DWALL
; . ,.... p`
1✓ TFLOOR ".TRAFFIC
,,
TO BE REMOVED I
I AND DESIGNED TO DELIVER WATER TO HYOROZONES BIASED
ON MOISTURE REQUIREMENTS
TO 8E RELOCATED Ah0
X140 2
1`x'0
� !, ;s���::= 4 RATED U�
FF H DRAIN °°
3 4. ALL IRRIGATION TO 8E INSTALLED WITH CONTROLLERS WITH
I�GRADED PER WAS -09 „ rC =13 `
=145,0
1%: < =151.60 ;
l3ARAGE TG =159.8
VARIES 3/8" VARIES RAIN SENSING SHUTOFF AND SOIL MOISTURE SENSING DEVICES
EXISTING EDGE
INST
NEW SEWER LATERAL PER SD9SD'SS 01 =1
t43ar
°
- :
%FAQ =1�� a
EXISTING
2% MIN
OF PAVEMENT
3/B" 2% MIN 5. PLANTS, WHERE POSSIBLE, WILL BE ROOT WATERED VIA
'-- SOAKER HOSES OR XERISCAPING
NEW WATER AFTER:LOCATION
TW =443:5
Fr! TW =148.5
FF =160. FS= 160.00 DRIVEWAY ° <o
FS= 151.50 2N® FLOOR I
VERIEAD
UTILITIES
Y .. - "' "" 6. DROUGHT TOLERANT PLANTS AND LOW WATER USE PLANTS
EXIST
WATER SERVICE TO BE (JPGRADET3 FL= 13B.8O
BW =140.0
', BW =145.0
TW =160.00
�EC 157.30 ' ° °"
FF 16150
TD FEMA
ARE TO BE USED THROUGHOUT THE LANDSCAPE
7. HIGH WATER USE PLANTS WILL BE LIMITED
BY
0 1 COPPER SERVICE PER WS -01,
5%
T TW 445.0
FS=
EXISTING
B. TURF AREAS ARE TO 8E HELD TO AN ABSOLUTE MINIMUM.
WC -17
T
OWNER S EXPENSE TC =1. 9.5
�-
a Y' BW =143 5
HATCH SENTS PEphMAR�NT - 454;86
BUILDING
LOWER WATER USE TURF SHALL BE USED WHEN POSSIBLE.
EXISTING
FS =139.0
- -TC- -138.87
1REE TO 8E REMOVED
_ _ _ a
"+
TW=
.143.5 b =' 145.0
W =143.5
° 2% ,
Bw SWALE W/ SUBMAIN °
olwl'�eT y PuG -� "
�
4° AC OVER 6° CLASS IT AB
Q r�
APN 256/ 211
9. A MAINTENANCE SCHEDULE SHALL BE PROVIDED INCLUDING.'
8" THICK PCC RIBBON GUTTER A. IRRIGATION WATERING RUNOFF, EROSION OR IRRIGATION
FS=1?95
° ,'_
-
2 MIN 2% M
-1!
OVER 6" CLASS II AB SYSTEM FAILURE
KEYSTONE
REIAFOREED CENTURY
-
:' 152 FL .00'
N01E
B. MINIMIZING OVERSPAAYING ONTO HARDSCAPE AREAS
BLOCK
l
" "
GEOGRID RETAINING WALL TO
ANTER-
PLANTER :
��
-
FL 1
�TRUC /10YVMA7E1eG1155f�ILLCONFOICbI DEAD, EASED VEGETATION
NSIT
I`
GARDE WITHIN RIGHT DF -WAY
•
- �-
.50
TO 1HE$ TNVD11R05PEpfifC�11�N
EXISTING
STING
.5FiORPUBIJC D. ERADICATION OF SPE�ESIS
SYSTEM & COMPONENTS
E. REPAIR IRRIGATION SV M
�qLL AC PAVEMENT TRANSITION
m
EDGE �����
OF PAVkINT
F. REPLENISHING MULCH
1
77
'TMIN.
BEYOND R'RDPERTYLZAE. 2` +t b R� SPLASA
ITZON FLOWLINE
�°° �°� ��
SB3'20.17'W 112.00' SoN(5� A AfI�D'
TW =448.1` YARD DRAIN >J oP uP ENTT7fR' TW--1 ,00
G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND
MAINTAIN HEALTHY PLANT GROWTH.
SI
TO PAVER ��.up
AS
_ -
BW -145.0
_ . �A _
INAGE FLOWL DIRECTION BW 15 YARD DRAIN
I
AL ® ALLEY FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY
SHOWN
-" r
=
IE 143.5
EXISTING FENCE ;1 %,,MIN SLOPE (TYPICAL) TG= 159.50
GRIND AND 0 1 l ►7l'iCHON H.
PAVING
OVER €VIDE
APPfff
IE LOCATION OF
--- - '
-:TIN =139.1
INSTALL 4" PVC
TO REMAIN -
EXISTING -�' IE=155A0
�
�
AS NECESSARY TO PROVIDE A SMOOTH
A
TRANSITION
PLANT GROWTH
NOT TO SCALE I. MAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEWS.
EXIS
6" SEWER MAIN. 3
BW -139.1
STORAL4IN PIPE'
(2% MIN OPE1
BIILDIN(' S REMov
TO EXISZTNG ALLEY
IMPROVEMENTS TO SATISFACTION OF
J. IDENTIFY WHO IS RESPONSIBLE TO MAINTENANCE
MAT
EX PAVEMENT
APN `yGQ 2q1 -f✓ Q EXISTING RETAINING WALL =''
�
CITY INSPECTOR
10. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE
WATER FEATURES
EX-
5±
2
G�JCO f CJ
:- T, x,'.03 EXISTI FENti E'
INSTALL CMU RETAINING
LTG# EX FL
11. MULCH WILL BE USED ON SLOPES LESS THAN 3.'1 TO A DEPTH
EVAPOTRANSPIRATION.
EXIT
EDGE PAVEMENT
-
J� �
WALL PER SDRSD C -4
EX /F1= 160.6±
OF 3" TO MINIMIZE
12. SOIL AMEfvOMENTS WILL BE USED TO CREATE AND MAINTAIN
SEPTIC SYSTEM NOTE:
A HEALTHY GROWING MEDIUM FOR ALL PLANT MATERIAL.
!;
PRIOR TO CONFECTION OF NEW RESIDENCE TO THE SOIL TESTING WILL BE UTILIZED TO IDENTIFY ANY SOIL
DEFICIENCY AND OFFER AMENDMENT RECOMMENDATIONS.
PL&ATC SEWER SYSTEM THE EXISITNG OWITE SEPTIC 13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE
NOTE:
GRADRVG pI"AJV
SYSTEM SHALL BE LOCATED ANA ABAANMED PER THE MAXIMUM APPLIED WATER ALLOWANCE (MAWA).
COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL
CONTRACTOR TO PROVIDE A 24' WIDE PAVED WIDTH
SCALE 1 '=10'
HEALTH STANDARDS
ALONG THE FRONTAGE OF DEWITT AVENUE TO THE
GRADING NOTE.'
SATISFACTION OF THE CITY ENGR EERING INSPECTOR.
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES
IS ANTICIPATED AS A FESLET OF ANY PROPOSED WOK OR AT THE
KEYSTONE CON !1 �E'tiT'L � 44.NI I. � i A �i R1it7�1Y h1. TAI
R
DISCFETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF
PERMISSION FROM THE ADJACENT PROPRTY OWNER MUST BE OBTAINED AND
fkVsTT 8 VRLV &{ v,a
?W
SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY
DEWf1TAVE 12' ROW VACATION PER
AN256-211"09 DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
6'
SLOPED PLANTER AREA
t "axa 1LPT1p Te d 2�..o't *1. 11ekiT, "s� wrA h w etst' tt r31 a 3 a %ctt r{ p *s7 r
�'b,t batq : mlwlt a,,,1r�,"Ifam sobacklier U140
C DOC. 2012 - 0759613
( RFC. 12 -4 -12 I
PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS
GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE
2• 4'
(SLOPE VARIES)
REQUIRED PERMISSION IS OBTAINED.
SAWCUT
1 28' 20' FYSB I
LINE
" FILL OPENINGS IN PAVER
4" AC PAVING UNITS PER MANUFACTURER'S
RECCOMMENDATIONS•,,
I
6" PCC CURB PER
SDRSD G -1
SLOPE VARIES 8% MAX
C cap s n x "e ; a..
„�a� +z,e r 1e
_� �,;°a ",.rr r" �.. ,�,
" R��
12' 6' 10' _,
PAVING RAVERS PLANTER I
1 13.6'
FLUSH
I PROPOSED
ED RESIDENCE
i WW 4,A z a
FL GRADE FF =151.6
VARIES 2% g%
- -y-
8
CURB
1% MIN PAD =150.9
"" H
2%
:� p
�-- o-Yict,Y
. . s s
KPCC
APPROXIMATE LINE WAL WAY •
OF IS GRA u�
EXISTING DE
- AFI MIRAGRIO 2XT-
EXSTING
z.h
-
PAVING
n
1.5
COLD-
'�-� °•
6" CLASS II BA : • A.
„
2
DIN COURSE LAYER
"O
€ �'
I
p
� � _
°-STbN�CENTtIRY
WALL SPECS
LANE
.
" a °<
1 3 AGGREGATE��
/4�ED0 /B
3
3.5' MAX EXPOSED HEIGHT*
16 PCC FLUSH CURB °
AT EDGE OF PAVING
,'
4" BASE COURSE LAYER
" "
1/2 TO 1 AGGREGATE
1
t
° °
° ° KEN± �u €YSTONE CENTURY
PERMEABLE PAVERS ORC 12" SUB
BASE COURSE LAYER''
`
2% _ ° , RETAINING WALL
5%
AQUA -BRIG OR EQUAL 2 1/2" TO 3" ANGULAR ROCK
�� ��,._. ��.:�,,.. '.. � „. „•
- B% MA
- 1:1
Sl1RCHAGELINE �
3.5' MAX
EXPOSED HEIGHT
NOTES:
KEYSTONE.CENTURY
PAVER INSTALLATION SHALL BE PER MANUFACTURER'S
RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR
PAVER SWALE PER RETAINING WALL
REINFORCED KEYSTONE RETAINING WALLS W/ GEOGRID TO BE
REFERENCE ONLY. PAVER SECTION IS REQUIRED TO DETAIL
MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS 1xT; st�vT�axHktlT: tiT�' t' 1' T- rTWr ;t�:e�rrrr��Y�TrH��`r�i�rrr °{�' e�'r:�� ;1`1Ll'g.�r1�
THIS SHEET
CONSTRUCTED PER MANUFACTURER'S RECOMMENDATIONS AND
at �.� a t e 1T.iTHat> na rtr H Rai �t`a :attrr A:l a „TatK xira �t'r' Al,,jN1 a s (J A Rl: yes s: €
a 11:°
SEMON A
STANDARDIZED MANUAL FOR WALLS UP TO 6 FT IN HEIGHT.
BLOCK FOR UPPER WALLS TO EXTEND BELOW FINISHED
WALLS, PERVIOUS PAVERS, PCC STAIIISI LANDINM
NOT TO SCALE
GRADE AS NECESSARY TO PREVENT A 1:1 SURCHARGE LINE
PAVER i7',� T � DETAIL •�
PAVER SWA E DETAI
TO KEYSTONE CENTURY WALL DETAIL
B EMA1NTARED
FROM INTERSECTING THE LOWER WALL. SEE MANUFACTURER'S
DETAIL ON THIS SHEET.
"
BY HOAEOW ER PER E.MA.A.
NOT TO SCALE
DOC JOIf -0/Q%? -
NOT TO SCALE
GRAPHIC SCALE 1 " =10'
REC
0 10 20 30
REV
SIONS
APPROVED
DATE
REFERENCES
DATE
BENCB ARK
SCALE
AS BUNT
DESIGNED BY DRAWN BY
CHECKED BY
CITY OF ENCINUAS ENGINEERING DEPARTMENT
DRAWING NO.
TRIG
'APPROVALS
77N-E-W
SHEE 17
P.
�1
PT. NO. 1032 NAME ENC -32
2" SD.CO. ENG. DEPT. BRASS DISC
SET IN TOP OF EAST CURB SIDE
HORIZONAL 1 " =10'
/ J
PL REPARED NDER THE
SUPERVISION OF
DATE: -� -15
REVIEWED
BY. /� /1/1
GRADING PLAN FOR :
11457 -G
AS -
WILLIAM DAfE
R.C.E. NO. 73620
EXP. 12 -31 -16
OF VULCAN AVENUE
STAMPING " HORIZ. CTRL. ENC TIC 2'•
EL= 92.004 DATUM: NAVD88
VERTICAL N/A
R. C. E, N0. 73620
WILLIAM G. MA EXP. 12 -31 -16
MASIH MAHER GLENN PRUIM
9 ,3 /f$ DATE:
DATE: /
747 DEVVM AWNUE
12 -076 CDP A.P.N. #258- 211 °09
SHEET 2A OF 3
® NEW SHEET 812712015J.• \Active Jobs \ 1955 PIEL \DRAWING\ 1955 CC.pro
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2/4/2013L/.• NActive JoDs\1955 FIEL\URAW1N6\19bb Upro
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4
cz
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LEGEND
AODrr1OW NOTES
1. EROSION CONTOL, MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE C VVER JUTE
APN 256 -211-10
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
SEDDENT CONTROL MEASURES (E.G. SILT
4
IN PLACE TO PREVENT ERODED SOIL FROM LEAVIN13 SITE. MATERIALS MANAGEMENT BMP
CONSTRUCTION ENTRANCE
MUST ALSO BE FOLLOWED TO ENSUE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
SAND /GRAVEL BAGS (2 HIGH)
c3c3c=c=c3c3cncn
STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS� PLACEMENT
........ -------
--, ............
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
-CA'AVE, BAG'- AtET- PF07EC-Tld�
SILT FENCE
-- -
X X-
------- . . ..........
8'560E 112.00'
2, No DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA B41ERVIOUS AREAS SUCH AS ROOF.
4q)-TING
%
77W
--Tl., :;,.
.................... . ... . .........
x
A ---
HYDROSEED PAD PROTECTION IF
PAD IS LEFT VACANT FOR MORE
ROOF DRAIN, DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
68
1 RIGHT --OF-
.
A - ----
THAN 6 MONTHS OR AT THE CITY
ARE AVAILABLE AT CITY
x
ENGINEERS DISCRETION.
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES
PC RE
AS PER S.
HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) AND ARE APPROVED
2006-27.
HYvf?o1;m NOTES
411 x
BAVNOTE.
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRACED &I (HORIZONTAL
TO VERTICAL) OR STEEPER WREN MY AREA:
;'A
SILT FENCE PER
d
DETAIL
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SL43LEC T TO
4; THIS SHEET
A "k
4
(TYP)
W�k A,
ALL CONSTRUCTION 'S TO INSTALLED
CONSTRUCTION BMP HANDBOOK OR EQUAL.
PER CASOA
DETAILS HAVE
EROSION DUE To THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED
BY 77 -E CITY ENGINEER.
SILT FENCE PR DETAIL
THIS Shff
BEEN PROVIDED ON THIS PLAN FOP
REFERENCE ONLY.
CWERLDE DEWITT AVE
(7TP)
03AVEL48At jE" PROTECTION
APN 256-211-19
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE CIPTR"
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
A
A IS SHEET (TYP)
4
X
3. HYDROSEED1NG MIX SHALL CONSIST OF ALL THE FOLLOWING:
MIX SHALL CONSIST OF NO LESS THAN
A. SEED
1. 20 LBS PER ACRE OF ROSE CLOVER
N gz:'�f f I d. U
N
2. 20 LBS PER ACRE OF ZORRO FESCUE
-- ... I
H
3. 3 LBS PER ACRE OF E SCHOOL '7IA CALIFORNICA
IX
L+ 7-
11544
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
..... .
5. 3
6. 112 LB PER ACRE OF DIMORPHOLECA
....... �4
4
4. A PN 2M-211-09
7. ITEMS Q DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIX ING
4
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
N ------
HYROSEEDING.
WOPEAE
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN )NOBBLED
-E
CONTAINERS WITH TIE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTtff
J
4
x
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
A,
10. NON4)HYTO -TOXIC NETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
AT THE DISCRETION OF THE CONTRACTOR.
a
4
J
B. TYPE I MULCH APPLIED AT 77-E RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE
6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE By
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO TIE SOIL.
N- T4-t
C. FERTILIZER CONSISTING OF AM40NIUM PHOSPHATE SULFATE- 16 -20-0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
ff
I
HYDROSEEDING BY.'
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO
P,
A. ROLaENIAG THE SURFACE TO BE PLANTED BY ANY OR A UASINATION OF
V "T
u
1. TRACK WALKING SLOPES STEEPER THAN &L
2. RIPPING AREAS THAT L NOT BREAK UP USING ITEM 1 ABOVE.
4
Rj
ik
APN 2513-211-17
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.•
A -V
Jr
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SA TURA TED SEED BED.
km
S�
. ......
777=,,-
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
S83 *20'17 'N 119 GoAlSTRUCTIOW wvfr"�
T=rDA
GRAVEL BAG INLET PROTECTION 11 PER DETAIL THIS -SHEET
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTO aiE
PER DETAIL THIS SHEET (TYP) ............................. . ....
PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDlNG is THE
PERMANENT LANDSCAPING UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
X
If
AWACENT PROPERTY DISnIHAACE NOTE
APN 256-211-00
ALL TIE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY.
X
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERWISSION FROM THE ADJACENT PROPERTY OWNER
MET BE OBTAINED AND SUBMITTED TO M CITY PRIOR TO START OF ANY SUCH WOW.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIU)SLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP-WORK TO
COARSE
SE
BE ISSUED FOR 77-E PROJECT UNTIL THE REQUIRED PERMISSION IS OBT41NED.
AGGREGATE
EROSION CONTROL PLAN
FILTER
r
ADDITION& NOTES
FABRIC
SCALE 1'610'
,
ORIGINAL
1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARIMENT
GRADE
AT LEAST 48 HaM PRIOR TO WORKING IN TIE PUBLIC RIGHT OF WAY. FAILURE TO DO
A
SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES.
4 A
IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE
A4 A
PROPERTY LINE IS.
2. ALL UTILITIES SERVING THIS SITE SHAH BE INSTALLED UNDERGROUND.
1. 1' MIN., UNLESS OTHERWISE
3. NO CONCENTRATED DRAINAGE FLOWS ARE PER41TTED OVER ADJACENT PROPERTY LINES.
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
SPECIFIED BY A SOILS ENGINEER
WATER IS TO BRAIN AWAY FROM STRUCTURES FOR A MlNR4h%f OF 5 FEET AT 2 PERCENT
4 BY 4 IN (10 BY 10 CM) THE POSTS.
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
TRENCH UPSLOPE FROM AND
SECTION A-A
ALONG THE LINE OF POSTS.
4. EROSION CONTOL MEASURES (E.G. BONED FIBER MATRIX, VEGETATIVE COVER JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EPOS19i ON SITE.
SEDIMENT CONTROL MEASLES (E.G. SILT FENCING FIBER ROLLS GRAVEL BAGS) MUST
BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT
BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS
m
NOTE:
THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE
OR STUCCO WASHOUT AREAS, COVERED AREAS FOR HAZARDOUS MATERIALS,
CONSTRUCT SEDIMENT
BARRIER AND
PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
CHANNELIZE RUNOFF
TRAPPING DEVICE
TO SEDIMENT
5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF
4 IN (10 CM)
-A
DRAIN, DRIVEWAY, AND STREET.
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
Lij
D o0
Z 00 °00000 qo' 0 X0000° a 0 0 010-93
0 060, A
INTO THE TRENCH.
LIJ 30Y? 0 0 , 00T, nO
u 00c)
0. U-)%, 00 c do 00
> 0
0 o 0 o 0.0.0 o'
WIDTH AS REQUIRED
oQ00000
0 0 0 0 co 00 ()000(
o C)8q qq 0 'o , 0
6(�6 c
02 0
TO ACCOMODATE
GRAPHIC SCALE
1 "=20'
I`I
III FILTER FABRIC
0 0 0 0
(:�)d 0 o 'c 0 ou U,
- 0?0� 0 o % 0 0 a
000,0000 00 0 000 �-
00 0
0- o 0 c 0
ANTICIPATED TRAFFIC
WIRE
LLI 0 10 0
C3 0 0 0(:Jjo n r) 0
0 20
40 60
-A
19' RADIUS
RUNOFF TWO LAYERS OF GRAVEL BAGS
MIN.
50' MIN
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
DETAIL SILT FENCE
DETAIL: CONSTRUCTION ENTRANCE
ACTS AS SPILLWAY DETAM: GRA VEL BAGS
NTS
NTS
GRAVEL BAGS TO BE INSTALLED PER CASGA SE-6 OR EQUAL NTS
SILT FENCE TO BE INSTALLED PER CASOA SE-1 OR EQUAL
CONSTRUCTION ENTRANCE TO BE INSTALLED PER CASOA TP-1 OR EQUAL
RLiVISIONS
APPROVED
DATE
REFERENCES
DATE
BENOWARK
SCALE
AS BUILT
DESIGNED BY
DRAWN By CHECKED BY
APPROVALS
C= OF ENCINUAS FNGRqFY-RW0 DF.PARTMEW
DRAWING NO.
TRG
I TRG I
WGM
!IS-8uR
No
IL
PT. NO. 1032 NAME ENC-32
2" SD.CO. ENG. DEPT. BRASS DISC
SET IN TOP OF EAST CURB SIDE
HORIZONAL N/A
C, f
/ . 1"/
PLANS PREPARED
UNDER THE SUPERVISION OF
DATE:
REVIEWED
B Y.'
j �77 �
z
EROSION CONTROL PLAN FOR
11457-0
I -- -
WILL AM G MACK 'OA TE
R. C. E. NO. 73620
EXP. 12-31-13
OF VULCAN AVENUE
STAMPING " HOPIZ. CTRL. ENC TC 2"
EL=92.004 DATUM: NA VD8B
VERTICAL N/A
/ 407 R.C.E. NO.
CV
VILIAM G. MA EXP.
12-31-13
MASIH MAHER 'GLENN PRUIM
DATE: 113 DATE. Yz-f113
12-076 CDP
747 DEV = AVFIqUE
I
A.P.N. #258 -211-09
I
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