2016-13006 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL NOTIFICATIONS
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN ALAMEDA AT (858)229 -9755, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE WORK TO BE DONE
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT 24 HOURS A DAY. PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK "TO BE DONE ACCORDING TO THE
IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND
THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES STANDARD DRAWINGS:
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
DRAINAGE NOTE SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION STANDARD SPECIFICATIONS
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IMMINENT. A. SEWERS - CSD - (760)- 633 -2770 (2012 EDITION).
IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE
CONVEYED TO AN APPROVED DRAINAGE FACILITY. 3. DEVICES .SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL B. GAS &ELECTRIC - SDGE (760)- 438 -6200
OF THE ENGINEERING. INSPECTOR. C. WATER -.SAN DIEGUITO WATER DISTRICT- 1 -8p0- 227 -2600 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "A1IPNUAL__OF -- TRAFFIC
UTILITY NOTE D. TELEPHONE - SBC BELL - (760) -489 -3411 CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO E. CABLE TV - COX COMMUNICATIONS - (760) -806 -9809 X -2233 EDITION).
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
GENERAL NOTES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. STANDARD DRAWINGS
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY 6. THE CONTRACTOR SHALL RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO WILL BE SUBJECT TO REJECTION AND REMOVAL.
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO PREVENT PUBLIC TRESPASS S ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY
ANY REQUEST FOR INSPECTION. UNSAFE.
2. THE SOILS REPORT TITLED "REPORT OF LIMITED GEOTECHNICAL INVESTIGATION" 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
SOILS ENGINEER'S CERTIFICATE DESCRIPTION STD DWG SYMBOL
PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING INC. DATED 05 -26 -2016, INCORPORATED HEREON. I, MAMADOU S. DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY EXIST. LOT BOUNDARY ........... ............................... - -
PROJECT# 16- 116702 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING EXIST. FENCE LINE .............. ............................... .
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT. SLOPE AT THE CONCLUSION OF EACH WORK DAY. MY DIRECTION ON MAY 26. 2016 AND FOR AN UPDATE ON ONE COMPLETE EXIST. CONTOURS. ............... ............................... 90
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN EXIST. SEWER EASEMENT ................:. - - -
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE REVIEWED THESE
OR EASEMENTS GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR EXIST. EDGE OF PAVEMENT. % z i
ALL I NOUN PLANS. (40%). SHALL BE REMOVED AFTER EACH RAINFALL. THIS PROJECT HAVE BEEN INCORPOR ED IN THE GRADING PLANS AND SPECIFICATIONS.
.' EXIST. SEWER MAIN. ........ .
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. STORMWATER %POLLUTION CONTROL POST CONSTRUCTION BMP IMP NOTES ,� " 1� � ,
1 SIGNED: ,aw •�. .�.
EXIST. WATER MAIN ......... ......... ......... ..............
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS GE NO.: 2704
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE PROP. RETAINING WALL . . . . . ....
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE EXP. DATE: 12 -31 -17 QROFESs /Q� Q
/ q _..ODno xo,i ni is DA \ /r.wHT r. ",..r.... -•
- t ..
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS PUBLIC STORM DRAIN SYSTEM. yeo S 0/ Fc >
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED JOB #: 16- 1167D2 9`!
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL ° m PROP. PERVIOUS PAVERS ... ......... ......... ..............
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. COMPANY: EAST COUNTY SOIL CONSULTATION AND ENGINEERING. INC w� No. GE 2704
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING ADDRESS: 10925 HARTLEY ROAD. SUITE "I"
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDD BM PRIOR TO PHONE: 619 - 258 -7902 A 92071 srq oTECWN\� �° PROP. SEWER LATERAL . ................ S- 17................ .
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP IMP FACILITIES SANTEE. CALIFORNIA
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. / rf OF cpvtO
DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED PROP. WATER LATERAL . ........... WAS WS- 09 .............. - -O
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. WC -17
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND STATEMENT OF ENGINEER OF WORK PROP. ROCK LINED SWALE ...... ............................... EM>
7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4, NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE PROP. AC BERM ................... ...............................
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION MEETING SHALL HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PROP. MIDBLOCK CROSS GUTTER .............
BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) DISCHARGE IT TO AN ADEQUATE IMP /BMP. PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC OWNER
633 -2770. ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
6, ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT KEVIN ALAMEDA
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION ALTERED WITHOUT A PERMIT FROM THE CITY. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF 2040 HARBOR ISLAND DRIVE, SUITE #203
SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE SAN DIEGO, CA 92101
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY CITY OF ENCINITAS AND ITS OFFICERS, 4ENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE BODILY INJURY ARISING ELY FROM /,;THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE SITE ADDRESS:
HAULING OPERATION. OBTAINED. ENGINEER AND HIS /HER r�E TS O R EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND EMPLOYME D ARISING «` T OF THE WORK PERFORMED BY THE ENGINEER. 1611 SOMERSET AVE. WARWICK AVE.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH CARDIFF -BY- THE -SEA, CA 92007
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES % l /,'JQ�/ APN: 260 - 302 -20 Lv SITE
�
SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13006 -G HAS BEEN SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER SIGNATURE: DATE: (( (•► I ` � >
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT DOUGLA GAN LEGAL DESCRIPTION:
SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT QROFESS /oN L'i 5
THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH COMPANY:RANCHO COASTAL ENGINEERING & SURVEYING INC. �o s E q< LOT 10 IN BLOCK 105 OF CARDIFF VISTA, TOGETHER WITH THAT Of
OPERATION. THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ADDRESS: 310 VIA VERA CRUZ. #205 h�� oJG�P <oc9 �2c PORTION OF WARWICK AVENUE CONTIGUOUS TO LOT 10, IN THE CITY
ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF PHONE NUMBER: 760 -510 -3152 0 2 Z OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, 0
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED RCE EXPIRES: 12/31/2017 w C 39726 m ACCORDING TO MAP THEREOF No. 1547, FILED IN THE OFFICE OF
HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OIL /GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED * * THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 8, 1913. pR
OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT sT clvl� P �P
AS AND WILL DETERMINE THE
OPERATIONS SUITABILITY OF ANY
FILL
TESTS REQUIRED ED THE STORM SYSTEM. A SEPARATE BUILDING PERMIT MAY BE EARPHWORKTING NATURAL SLOPE ON -SITE = 30 H: 1 V q�FOFCAQ� OWNER'S CERTIFICATE
WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL �j4N DIEGUITO WATER DISTRICT NOTES: MAXIMUM VERTICAL DEPTH OF CUT = 2 -FEET
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. a MAXIMUM VERTICAL DEPTH OF FILL = 2 -FEET I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO CUT = 100 C.Y. FILL 100 C.Y. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS THE SITE.
AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE COMMITTEE (WASC). IMPORT ID C.Y.
REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND N
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REMEDIAL = 700 C.Y. CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM,
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF VICINITY MAP
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE LIMITS OF THIS PROJECT. IMPERVIOUS AREA DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED T.B. PG. 1167 -D2
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR
FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE IMPERVIOUS AREA AFTER CONSTRUCTION: 2.922 SQFT OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS,
FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR INCREASE IN IMPERVIOUS AREA: 2.922 SQFT OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE CONSTRUCTION COVERED IN T E PERMIT OR CONNECTED DIRECTLY OR
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER IMPERVIOUS AREA REPLACED: 0 SQFT INDIRECTLY TO THE PERMI APPROVED PLANS WITHIN THE PRIVATE
STRICT ACCORDANCE WITH SPECIFICATIONS. MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. PROPERTY OR PUBLIC ANTS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) SIGNATURE: DATE: ( Z
SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET KEVIN ALAMEDA
LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS
O SHALL ACCORDANCE D DISPOSED GRADING ORDINANCE. OG AND TOP OF ALL SLOPES SHALL AT THE OWNER'S EXPENSE.
BE ROUNDED N ACC RNCE WITH H
BMP PROJECTS STATUS
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. ENGINEERING& SURVEYING
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE SINGLE SOURCE DEVELOPMENT CONSULTANT SHEET INDEX
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND 310 VIA VERA CRUZ, #205 SHEET 1 COVER SHEET STANDARD
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SAN DIEGO GAS AND ELECTRIC VAULTS. SAN MARCOS, CA. 92078
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. (760) 510 -3152 Ph / (760) 510 -3153 Fax SHEET 2 & 3 GRADING PLAN
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER SHEET 3 EROSION CONTROL PLAN &NOTES
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE
CITY PROPERTY, OR WIT G HIIN CITY EASEMENTS AARE RIEFERRED TO ASE CITY GTREEOSF AND Y SERVING. SERVING. PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE /
OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE MATERIALS TO BE NO -LEAD BRASS PARTS.
IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE, EVEN IF ,3� . �2 f 17-- S(p
APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SE ICES SHALL BE
UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE W WC -1 OR WC -18. SIG DATE SIGN DATE SIGN DATE SIGN DATE GN D TE
CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS UILT DESIGNED Y: DB W BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DWG. NO.
.01 l -ZZ DESCRIPTION: POINT ID NO. 1047. DESIGNATED AS CADT 11 -DC / ANS „ E ARED UNDER SUPERVISION OF RECOMMENDED:W APPROVED: GRADING & DRAINAGE PLAN FOR:
LOCATION: 3.5" CALIFORNIA DEPT. OF TRANSPORTATION . /
ALUMINUM DISC IN THE SIDEWALK OVER THE HORIZONTAL: N/A 1611 SOMERSET AVE. CARDIFF -BY- THE -SEA, CA 92007
� DATE: "�i1 � ((��
SOUTHEAST END OF THE NORTHEAST OUGL E. LOGAN� �3 �1� �'�. 13006 -G
ABUTMENT OF THE MACKINNON AVE. BRIDGE. VERTICAL: N A a y R.C.E.. NO. 39726 MASIH MAHER ED DEANE CASE NO. 16 -076 CDP
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL ' >'► L ER 1216/4(0 /Z•
ELEVATION: 231.691 DATUM: NAVD88 REVIEWER -INSPECTOR (_TTy ENGINEER DOUGLAS E. LOGAN EXP. 12 -31 -17 DATE DATE APN:260- 302 -20 SHEET .1 OF 4
R:AProjects \7522 - Alameda \7522- GP01.dwg 11/21/2016 1:27 PM
z
v
VALVE COVERS TO BE
REPLACED W/ CAP & CAN
PER W.A.S. "WV -02,"
RAISE TO FINISH GRADE
' WARWICK AVE.
13
M
W
W E— J_
= WILL CONNECT TO
N WARWICK AVE.
h�
W I STORMDRAIN INLET.
LLJ
N
tw W—
LANDSCAPE FENCE
12" MIN.
** SEE NOTE
BELOW
IMP DETAIL
BIORETENTION �
►N��C�L`I�1_1��
6" WIDE x 42" DEEP
PCC CURB OR
KEYSTONE BLOCKS
PERVIOUS PAVERS
@ 194.0 t
JLIV VIIVLLIILV JvIL
*SEE NOTE BELOW
'-3" OF
3/8" GRAVEL
4" CRUSHED
*BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12 " -18" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND
20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND
ALSO FREE OF NOXIOUS WEEDS.
* *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL.
" PVC DRAIN
VOID FILLER - 1/8" T
3/8" (NO. 8�
AGGREGATE IN VOIDS
BEDDING COURSE - 2"
THICK OF 1/8" TO 3/8"
(NO. 8) AGGREGATE
CHOKER COURSE - 4" 2
THICK OF 3/8" TO 1/2 " -� 4"
(NO. 57) CRUSHED ROCK
MIN. 6" THICK --'6
OF 3/4'
CRUSHED ROCK
SOIL SUBGRADE-
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK
M DESCRIPTION: POINT ID NO. 1047, DESIGNATED AS CADT 11 -DC.
RECORD
I"KU U%iidGl f4P
2" ACP WATER --FILL IN EXISTING
"X16" PCC
APPROVED PERVIOUS FLUSH CURB
PAVERS W/ MIN. OR DEEPENED
3/8" VOID G -1 CURB
NOTES:
—ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.)
—THE PAVERS SHALL NOT BE SEALED, ONCE THE VOID FILLER HAS BEEN ADDED
—EACH COURSE SHALL BE VIBRATORY, COMPACTED BEFORE PLACEMENT OF NEXT COURSE
—NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
— SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL — SUBDRAIN MAY BE
REQUIRED.
SCALE
HORIZONTAL: 1 " =10'
VERTICAL: N/A
NOT TO SCALE
A .' UILT
o
WGL DO JGAN
REVIEWER I INSPECTOR ICLTY. ENGINEER
S
DOUGLAS E. LOGAN
NOTE:
COVENANT HOLDING CITY HARMLESS
FOR CROSS LOT DRAINAGE RECORDED
AS DOC. NOAOIOW1010 ON 1 4,
TIE EXIST. OFFSITE
DRAINAGE INTO NEW
DITCH.
WARWICK AVE.
EXIST. UTILITY
EASEMENT.
6" BURY
EACH SIDE
260 - 302 -01
NOT TO SCALE
SAWCUT EDGE
OF A.C.
�1 /Z/ J=/T11L
6 "X16" P.C.C.
ZERO CURB
FRONTAGE IMPROVEMENTS
NOT TO SCALE
6 "X16" P.C.C.
ZERO CURB
INUI IU DUALL
• THE GAP INT BETWEEN UNIT PAVERS SHALL BE
MINIM 5% OF THE CPP DIMENSION; A JOINT
SH BE INSTALLED AT THE OUTER BOUNDARY
HE CPP, ALL JOINTS TO BE FILLED WITH
0 3/8" OR LARGER CRUSHED ROCK OR GRAVEL.
•
GAP = 0.05 x 7' = 4.2"
9" MINUS ROCK OVER
MIRAFI FW 400
GEOTEXTILE LINING.
IMP SIZING:
• ROOF - 2,922 x 1.0 = 2,922
• PERVIOUS PAVEMENT - 1,275 x 0.2 = 255
• LANDSCAPE - 2,763 x 0.1 = 276
• TOTAL = 3.453 x 0.04 = 140 S.F. IMP
`HLDE " ":
DEL L ENGINEERING DIVISION APPROVALS
D
'ERVISIO� F �� RECOMMENDED: APPROVED:
DATE: '�M Nt 7(
R.C.E. NO 39726 MASIH MAHER ED DEANE
EXP. 12 -31 -17 %214/16 /Z9•6
DATE DATE
SURVEY NOTE:
ANY EXISTING SURVEY MONUMENTS SHALL BE
PROTECTED -IN- PLACE. IF ANY MONUMENT IS
DISTURBED OR DESTROYED IT SHALL BE
REPLACED BY A LICENSED SURVEYOR.
PAD GRADING NOTE
• FINISHED ELEVATIONS AROUND THE
PERIMITER OF THE BUILDING FOOTPRINT
SHALL SLOPE AWAY AT 2.0% MINIMUM
FOR 10 -FEET.
WEEP SCREED NOTE
• BOTTOM OF WEEP SCREED TO BE A
MINIMUM OF 8" ABOVE FINISHED
LANDSCAPE AREAS & 2" ABOVE
HARDSCAPE AREAS. THIS NOTE TO
SUPERCEDE ELEVATIONS SHOWN ON PLANS
SHOULD THERE BE ANY CONFLICT.
ROOF DOWNSPOUT NOTE
• ALL DOWNSPOUTS WILL NOT TIE DIRECTLY
INTO THE AREA DRAIN SYSTEM. DRAINAGE
WILL BE TREATED BY LANDSCAPE AREA'S
PRIOR TO DISCHARGE TO DRAIN PIPE
SYSTEM.
=S TO BE
WORK
TO BE
DONE
AREA
(SQFT)
1O
16' WIDE (MIN.) DRIVEWAY OPENING.
`
.,, . STORMWATER BMWs:
z LLJ
1
O3
PERVIOUS PAVERS. I'EiZ 0aT_A\ - IHis StitrGT
0.07
O4
INSTALL BIO- RETENTION BASIN PER DETAIL THIS SHEET.
Pervious Pavement
O5
INSTALL 6" SQ. AREA DRAIN.
IMP 1
O6
INSTALL 4" PVC /ABS DRAIN PIPE 0 0.75% (MIN.)
2,763
O7
NO. 2 BACKING RIP -RAP DISSIPATER PER D -40.
LL ION.
O8
FREE STANDING MASONRY WALLS OR FENCE PER LANDSCAPE
RIVEWAY AND
PLANS.
9O
INSTALL ROCK LINED DRAINAGE SWALE PER DETAIL THIS SHEET.
10
SOMERSET AVE. FRONTAGE IMPROVEMENTS PER DETAIL THIS
SHEET.Gog PrsAVld-Js PAV0fL
11
ROUTE ALL ROOF DRAINS FROM NORTH ROOF TO ROOF DRAINS
", ,
CO A
NROFESS /o
AS SHOWN ON PLAN.
& SURVEYING
12
10' WIDE MIDBLOCK CROSS GUTTER PER DWG. NO. G -13, TO
ti a
CROSS SOMERSET AVE. & DRAIN TO THE SOUTH SIDE OF
OP
c 39726 10 5 0 10 20
WARWICK AVE.
;A CRUZ, #205
13
INSTALL SDRSD G -5 TYPE "A" AC BERM UNDERLAIN BY
)S, CA. 92078
srq clvl� �Q -
Tf
EXISTING AC PAVING ALONG SOUTH SIDE OF WARWICK AVE. TO
/ (760) 510 -3153 Fax
OF CAS SCALE IN FEET
DIRECT RUNOFF INTO STORMDRAIN INLET IN FRONT OF 545
SCALE: 1" = 10'
WARWICK AVE., AS SHOWN ON PLAN. ENSURE 24' MIN. PAVING.
14
INSTALL 4" SEWER LATERAL PER S.D.R.S.D. SS -01.
CITY OF ENCINITAS -
15
DISTRICT TO INSTALL 1" WATER SERVICE AND DUAL METER PER
o
\DING & DRAINAGE PLAN FOR:
WAS STANDARDS, WS -09, WC -17.
RUSHED
Elf Z
OCK
UNDER
RIVEWAY
CASE NO. 16 -076 CDP
9" MINUS ROCK OVER
MIRAFI FW 400
GEOTEXTILE LINING.
IMP SIZING:
• ROOF - 2,922 x 1.0 = 2,922
• PERVIOUS PAVEMENT - 1,275 x 0.2 = 255
• LANDSCAPE - 2,763 x 0.1 = 276
• TOTAL = 3.453 x 0.04 = 140 S.F. IMP
`HLDE " ":
DEL L ENGINEERING DIVISION APPROVALS
D
'ERVISIO� F �� RECOMMENDED: APPROVED:
DATE: '�M Nt 7(
R.C.E. NO 39726 MASIH MAHER ED DEANE
EXP. 12 -31 -17 %214/16 /Z9•6
DATE DATE
SURVEY NOTE:
ANY EXISTING SURVEY MONUMENTS SHALL BE
PROTECTED -IN- PLACE. IF ANY MONUMENT IS
DISTURBED OR DESTROYED IT SHALL BE
REPLACED BY A LICENSED SURVEYOR.
PAD GRADING NOTE
• FINISHED ELEVATIONS AROUND THE
PERIMITER OF THE BUILDING FOOTPRINT
SHALL SLOPE AWAY AT 2.0% MINIMUM
FOR 10 -FEET.
WEEP SCREED NOTE
• BOTTOM OF WEEP SCREED TO BE A
MINIMUM OF 8" ABOVE FINISHED
LANDSCAPE AREAS & 2" ABOVE
HARDSCAPE AREAS. THIS NOTE TO
SUPERCEDE ELEVATIONS SHOWN ON PLANS
SHOULD THERE BE ANY CONFLICT.
ROOF DOWNSPOUT NOTE
• ALL DOWNSPOUTS WILL NOT TIE DIRECTLY
INTO THE AREA DRAIN SYSTEM. DRAINAGE
WILL BE TREATED BY LANDSCAPE AREA'S
PRIOR TO DISCHARGE TO DRAIN PIPE
SYSTEM.
=S TO BE
DRAINAGE MANAGEMENT AREA SUMMARY
DMA#
PROPOSED
SURFACE
AREA
(SQFT)
AREA
(ACRES)
DRAINS TO
IMP
.,, . STORMWATER BMWs:
z LLJ
1
Roofs
2,922
0.07
IMP 1
2
Pervious Pavement
1,275
0.03
IMP 1
3
Landscape
2,763
0.06
IMP 1
9" MINUS ROCK OVER
MIRAFI FW 400
GEOTEXTILE LINING.
IMP SIZING:
• ROOF - 2,922 x 1.0 = 2,922
• PERVIOUS PAVEMENT - 1,275 x 0.2 = 255
• LANDSCAPE - 2,763 x 0.1 = 276
• TOTAL = 3.453 x 0.04 = 140 S.F. IMP
`HLDE " ":
DEL L ENGINEERING DIVISION APPROVALS
D
'ERVISIO� F �� RECOMMENDED: APPROVED:
DATE: '�M Nt 7(
R.C.E. NO 39726 MASIH MAHER ED DEANE
EXP. 12 -31 -17 %214/16 /Z9•6
DATE DATE
SURVEY NOTE:
ANY EXISTING SURVEY MONUMENTS SHALL BE
PROTECTED -IN- PLACE. IF ANY MONUMENT IS
DISTURBED OR DESTROYED IT SHALL BE
REPLACED BY A LICENSED SURVEYOR.
PAD GRADING NOTE
• FINISHED ELEVATIONS AROUND THE
PERIMITER OF THE BUILDING FOOTPRINT
SHALL SLOPE AWAY AT 2.0% MINIMUM
FOR 10 -FEET.
WEEP SCREED NOTE
• BOTTOM OF WEEP SCREED TO BE A
MINIMUM OF 8" ABOVE FINISHED
LANDSCAPE AREAS & 2" ABOVE
HARDSCAPE AREAS. THIS NOTE TO
SUPERCEDE ELEVATIONS SHOWN ON PLANS
SHOULD THERE BE ANY CONFLICT.
ROOF DOWNSPOUT NOTE
• ALL DOWNSPOUTS WILL NOT TIE DIRECTLY
INTO THE AREA DRAIN SYSTEM. DRAINAGE
WILL BE TREATED BY LANDSCAPE AREA'S
PRIOR TO DISCHARGE TO DRAIN PIPE
SYSTEM.
=S TO BE
= 0p
RGROUND
V) U:
.,, . STORMWATER BMWs:
z LLJ
/EMENT NOTE:
(
�
.
STORMWATER POLLUTION CONTROL BMP's TO
BE PRIVATELY MAINTAINED AND NOT TO BE
z
✓QI N, T WITH THE
O M ���% MODIFIED WITHOUT A PERMIT FROM THE CITY
TO ACCOUNT
z
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LLI j
RIVEWAY AND
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NROFESS /o
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LOPMENT CONSULTANT
c 39726 10 5 0 10 20
Q CD
Qf ,
;A CRUZ, #205
�
)S, CA. 92078
srq clvl� �Q -
Tf
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/ (760) 510 -3153 Fax
OF CAS SCALE IN FEET
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SCALE: 1" = 10'
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CITY OF ENCINITAS -
PUBLIC WORKS DEPARTMENT
DWG. NO.
o
\DING & DRAINAGE PLAN FOR:
Elf Z
1611 SOMERSET AVE. CARDIFF -BY- THE -SEA, CA 92007
13006 -G
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CASE NO. 16 -076 CDP
APN: 260- 302 -20
w a-
SHEET 2 OF 4
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ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
WORK TO BE DONE
0 10' WIDE MIDBLOCK CROSS GUTTER PER DWG. NO. G -13, TO
CROSS SOMERSET AVE. & DRAIN TO THE SOUTH SIDE OF
WARWICK AVE.
O INSTALL SDRSD G -5 TYPE "A" AC BERM UNDERLAIN BY
EXISTING AC PAVING ALONG SOUTH SIDE OF WARWICK AVE. TO
DIRECT RUNOFF INTO STORMDRAIN INLET IN FRONT OF 545
WARWICK AVE., AS SHOWN ON PLAN.
O TRANSITION DRAINAGE DITCH INTO CROSS GUTTER WITH
SMOOTH TRANSITION,
Q QROFESS10N`
9
��4. GAPS E. FZ
C. N
Z
C 39726 A 10 5 0 10 20
STgrF
op, Civil.
F A0O��\e SCALE IN FEET
SCALE: 1" = 10'
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS UILT
DESIDGN£D 8Y: D AW BY: CHECDDED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DWG. NIF4
L
3' Z'
DESCRIPTION: POINT ID N0. 1047. DESIGNATED AS CADT 11 —DC.
HORIZONTAL: 1' =10'
VERTICAL: N A
r
i
LANS PR / UNDER SUPERVISION Q =� r/
1/ !�
DATE:.
ENG 64E7- � / R.C.E. N0. 39726
DOUGLAS E. LOGAN EXP. 12 -31 -17
RECOMMENDED: APPROVED:
M
MASIH MAHER ED DEANS
IZ /G /IG �Z• 9•/(0
DATE DATF
GRADING & DRAINAGE PLAN FOR:
�G� SOMERSET AVE. CARDIFF -BY- THE -SEA, CA 92007
CASE NO. 16 -076 CDP
APN: 260 - 302 -20
13006
LOCATION:ALU CALIFORNIA DEPT. TRANSPORTATION
ALUMINUM .DISC IN THE SIDEWALK OVER THE
SIDEWALK
—DOUGLAS E. LOGAN
SOUTHEAST END OF THE NORTHEAST
ABUTMENT OF THE MACKINNON AVE. BRIDGE.
S�''3�� '�''�
RECORD FROM:. OF ENCINITAS SURVEY CONTROL
ELEVATION: 231.691' DATUM: NAVD88
REVIEWER ECTOR
CY'TY. ENGINEER
SHFFT 3
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WATER POLLUTION CONTROL BMP _NOTES RELATIVE_ TO CONSTRUCTION ACTIVITIE
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 PANELS /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 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 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.
NOTE: LOWER BAG ROW TO BE
BURIED 6" UNDER GRADE.
GRAVEL BAG CHECK DAM
NOT TO SCALE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK
a wu ttfl I G 31 j DESCRIPTION: POINT ID N0, 1047. DESIGNATED AS CADT 11 -DC,
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL
ELEVATION: 231.69 1 ' DATUM: NAVD88
SCALE
HORIZONTAL: _
VERTICAL:
WARWICK AVE.
D
N
19
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
Ij�
Y � PI�.YIIi
/�� I.P,VIHi , „,lllilp
d��IPIP =III=
11= —
STABILIZED—+
CONSTRUCTION
ENTRANCE
J W
N
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�T (TYP.)
N
I
I rill
N I
o�
0
D
I
cn
'f / - III„ I,TIIIII ITI- 4 IN (10 CM)
2. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT 3. BACKFILL AND COMPACT THE
INTO THE TRENCH. EXCAVATED SOIL
„(I l iflllll
FILTER FABRIC —
= III = III - III =1 --WIRE =
III /� 1 1 1 1 1 1 1 1 ITI I I I ITI I I I I 1 =1 I I =1I I I I� I I I I I I I I I I ITI'
SILT FENCE DETAIL
NOT TO SCALE
AS— UILT
DOUGLAS '. LOGAN
REVIEWER I INSPECTOR CTIV ENGINEER
1.41
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GRAVEL BAG °
CHEC K DAM .
CHECK �� I
F
N89' 11' 07 "E 109.73'
EXISTING
GROUND
20'MIN. [RIGHT—OF—WAY
I 1 RIGHT —OF —WAY
MIN. 1 11
PROFILE
— 1 -1/2"
CRUSHED
ROCK
j
°
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GRAVEL BAG °
CHEC K DAM .
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F
N89' 11' 07 "E 109.73'
EXISTING
GROUND
20'MIN. [RIGHT—OF—WAY
I 1 RIGHT —OF —WAY
MIN. 1 11
PROFILE
— 1 -1/2"
CRUSHED
ROCK
j
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d lil. ° d
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SILT FENCE'
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260—,302 -01
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RIGHT —OF —WAY PROPERTY BOUNDARY Z
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CONSTRUCTION ENTRANCE O
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GRAVEL BAGS
ELAN! PROVIDE APPROPRIATE TRANSITION O W
BETWEEN STABILIZED CONSTRUCTION z
ENTRANCE AND PUBLIC RIGHT —OF —WAY
STABILIZED CONSTRUCTION ENTRANCE z 0
NOT TO SCALE CD p
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z C 39726
SCALE IN FEET sTgT CIVIC. RAP
SCALE: 1” = 10' F OF CA0
i d ": KAWN dY: CHECKED BY: ENGINEERING DIVISION APPROV,
L !BMW I DEL Q
L NS PREP D UNDER SUPERVISION ! OF RECOMMENDED:
( r� RECOMMENDED; APPROVED:
w llfl /I/1 JL_
R.C.E. N0. 39726 MASIH MAHER ED DEANE
ENGI EER 121 6114 19-9.
DOUGLAS E. LOGAN EXP. 12 -31 -17 DATE DATF
O N
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CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DWG. NO. o
GRADING & DRAINAGE PLAN FOR: z
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1611 SOMERSET AVE. CARDIFF —BY— THE —SEA, CA 92007 13006 -G z z
CASE NO. 16 -076 CDP ED O
APN: 260 - 302 -20 SHEET 4 OF 4 W
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