2004-9250 G (Plans) A< GEl11ER4L
1. ALL WORK SHALL BE DONE M ACCORDANCE WITH THESE PUNS THE 4. CUT AND FiLL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE STORMWATER POLLUTION
CONTROL BMP NOTES WORK TO BE DONE PROJECT a4rA
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN TO PRODUCE SMOOTH AND UNIFORM CROSS SECTIONS. THE SLOPES OF RELATIVE TO CONSTRUC
ACTM77ES
CONSTRUCTION STANDARDS OF THE CiTY OF ENCINMAS AND THE SAN DIEGO EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PUNTED AND THE IMPROVEMENT
WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT OWNER: ROBERT AND BEVERLY ROCHELLE
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED 921 MARISA LANE
SHALL. BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER CONTRACTOR
SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE BY THE CITY ENGINEER. ENCINITAS, CA 92024
WSPECTiON. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHiCH ARE LIABLE TO WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE iT iS ILLEGAL
TO WASH
2. THE SOILS REPORT MUD 1JANTED GEOTECHNICAL INVESTIGATION AND BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND 1. THIS
SET OF PLANS PHONE. (760) 944 -9901
EVALUATION FOR NEW ROCHELLE CONDOMINIUM PROJECT" PREPARED BY TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE MATH THE CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER CONTRACTOR 2. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(GREEN BOOK) THEODORE KOWALSKI
.
ENGINEERING DESIGN GROUP, DATED OCTOBER 20, 2004, SHALL BE GRADING ORDINANCE. SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. AND
THE SAN DIEGO SPECIAL PROVISIONS. 3703 N. COUNTRY CLUB DRIVE 1 10
CONSIDERED AS A PART OF GRADING PLAN ALL GRADING SHALL BE DONE iN 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIALS
J. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED LONG BEACH, CA 90805
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SHALL BE COLLECTED, PILLED OR OTIffRWISE DISPOSED OF OFF THE SiTE COhlSTRuCmN STE
BY THE CITY OF ENCINITAS STANDARDS.
SAID REPORT. BY THE CONTRACTOR SO AS TO LEAVE AREAS THAT HAVE BEEN CLEARED ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED
FOR 4. THE SOW STANDARDS AND SPECIFICATIONS FOR WATER. PHONE. (562) 988 -8583
3. APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, WiTH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING DiRT OFF SITE. THIS 5. SOILS REPORT PREPARED BY ENGINEERING DESIGN GROUP, DATED APRIL, 2003. PROJECT A.P.N. 260- 402 -07
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SHALL INCLUDE
USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL
THE STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY PANELS /PLATES,
NOTE. WORK AUTHORIZED BY THESE PUNS LIMIT IMG ED TO GR40 AND STORM DRAM ONLY PROJECT ADDRESS: 2136 MONTGOMERY AVENUE
SWILL. BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SUCH MATERIAL. CARDIFF BY THE SEA CA 92007 CONSTRU(MON
VEHICLES 4. WRITTEN PERMISSION SHILL BE OBTAINED FOR ANY OFF SiTE GRADING. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED
S.D.R.S.D. - SAN DIEGO REGIONAL STD. DRAWING, UNLESS OTHERWISE NOTED
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO D. EROSION CONOL FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
PROJECT SOILS ENGINEERING DESIGN GROUP
TR
PROTECT ADU�ACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING ENGINEER: 2121 ARCM RAOD
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. ITEM N0, DESCRIPTION S.D.IL�D. SYMBOL QUANTITY
SEW WARCOS, G 92069
DAMAGED OR DESTROYER SHALL BE REPLACED OR REPAIRED M CONDITION 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT ROCHELLE AT PHONE
EXISTING PRIOR TO GRADING. No. (760) 944 -9901, O1 6' DLA AREA DRAIN TYP NOS OR EQUIV. • 23 EA PHONE:
(760) 839 -7302
24 HOURS A DAY.
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT 1. EROSION
CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. O DEf. 1/SM.3 1 EA PROJECT CML ENGINEERING DESIGN GROUP
� REPLACED BY A REGISTERED CML ENGINEER OR A LICENSED LAND SURVEYOR. ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRiL 75). ALL NECESSARY SLOPED
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY 3 � ®® ENGINEER:
MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
O �A� BAGS SC_6 1SC -8 0 2 1SIT 3 160 EA 2121 EL ROAD
SAN MMONTI MONTT CALIFORNIA 92069
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN ADEQUATE
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. O 6 DRAIN PiPE* SDR 35 ------------ 403 LF
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING IS IMMINENT 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
WET _ (760) 839 -7302 PHONE
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS. WEATHER. 5 /4 " - i WATER METE _ W C 1 EA
(760) 480 -7477 FAX
AND REGULATIONS. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE J. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL
RUNOFF AROUND
APPROVAL OF THE ENGINEER INSPECTOR. 6 4 BACKDRAIN PERFOR. SDR 35 PERFORATED - - 316 LF
THE CONSTRUCTION SITE. CONTRACTOR SMALL PROTECT CHANNELS AGAINST
8. GR40M AND EQUIPMENT OPERATIONS MNTHIN ONE -HALF (112) MILE OF A 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
SOiLS ENGINEERS CERTIFTCATF
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF EROSION USING PERMANENT
AND TEMPORARY EROSION CONTROL MEASURES. 7 1 " WATER LITERAL -►�' W 2 EA
4. REMOVE' EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE -- T- 1- 112-12- - _. - -- I, STEVE NORRIS,
A REGISTERED CML ENGINEER IN THE STATE OF CNYORNIA,
HOURS OF 5:30 PM AND 7.30 AY NOR ON SATURDAYS, SUNDAYS, AND CiTY PRODUCING RAINFALL l�l?CE LINE SOR 35 - - - - 86
LF
PROJECTS SHALL 8E CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL PRACTICING IN THE ENGINEERING DISCIPLINE
OF GEOTECHNICAL ENGINEERING
RECOGNIZED HOLIDAYS. ,
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
9 SURGE CHAMBER BROOKS BOX CO 1818 2 EA HEREBY CERTIFY THAT A GEOTECHNCAL EVALUATION OF THE SOIL CONDITIONS
9 . -0-?AVM 1biaFAT 0/W DET. 1/SNT. 2 828 SF
MAY BE REQUIRED BY THE CiTY ENGINEER DUE TO INCOMPLETE GRADING OPERATION UNNECESSARILY, THEY HELP DECREASE EROSION.
PREVALENT WITHIN THIS SiTE WAS MADE BY ME OR UNDER MY DIRECTION
H AS AS BI HELD ONSI NO GRADING OPERATIONS SHALL COMMENCE UNTIL A WITH THE FOLLOWING PEOPLE P RESENT CITY DING MEETING OR UNFORESEEN CIRCUMSTANCES WHICH
MAY ARISE 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE 1 RETAINING WALL SDRSD C -5 �'� 345 SF DURING A GEOTECHNICAL INVESTIGATION.
ONE COMPLETE COPY OF THE ORIGINAL
INSPECTOR, CIVIL ENGIN EER, SOILS ENGINEER, GRADING CONTRACTOR, AND : 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY STRUCTiON IS
NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. SOILS REPORT COMPILED BY ENGINEERING DESIGN GROUP, DATED OCTOBER
N
PERMITEE THE PREGRADE MEETING SHALL BE SCHEDULED MATH THE CiTY AT PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS EROSION SHALL.
BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND 20, 2004, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
LEAST 48 HOURS IN ADVANCE BY CALLING (760)633 -2770. CREATE A HAZARDOUS CONDITION. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL i TRENCH
RESURFACING PER CITY OF ENCIN. STD 240 SF FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE
1 EWER PUMP Si & S2 TYP PUMP SEC. /SHT 2 2 EA THE RECOMMENDATIONS INCLUDED W THE ORIGINAL SOILS REPORT FOR THIS
10. PRIOR TO FMUL LNG DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED SHALL BE INCORPORATED HEREON. EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE
PROJECT HAVE BEEN INCORPORATED IN THE GRADING PUNS AND
CONSTRUCTION SITE WITHIN THiS PROJECT THE DEVELOPER SHALL SUBMIT TO 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE 7. WATER
USAGE FOR DUST CONTROL SHALL BE MINIMIZED. i PU 0 - 1 & BO0 2 K IN TYP PUMP SEC. /SHT 2 ® 2 EA SPECIFICATIONS
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL FACE OF A SLOPE AT THE CONCLUSION OF EACH WORK DAY. PUMP AREA
DRAIN
ROUTE: THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE iN PLACE AT THE END QN -SITE CONSTRUCTION
U47ERIAL STORAGE 1 TYP PUMP SEC. /SHT 2 2 EA
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE MATH REGARDS TO THE OF EACH WORKING DAY WHEN THE FiVE () 5 DAY RAIN PROBABILITY FORECAST 1. MATERIAL
STORAGE STORED MATERIALS SHALL BE CONTAINED iN A SECURE -1 AD -2
1 ' . 4" ABS - S S-� Z EA SIGNED: % _ 'v v soFESS� +`
HAULING OPERATION. EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED PLACE TO PREVENT SEEPAGE AND SPILLAGE . CONTRACTOR SHALL
STORE THESE 4 SEWER UT. W / • CO 7EYEN NORRIS
11. UPON FN+b4L COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT AFTER EACH RAINFALL
PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SWILL 1 4" BACKDRAiN ** SDR 35 - - 48 LF
•'` �S` �`'
10. SHOULD GERMINATION OF HYDRO - SEEDED SLOPES FAiL TO PROVIDE EFFECTIVE PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE
GE NO.: 2590 W `
PRIOR TO FINAL GRADING APPROVAL AI? /OR FINAL RELEASE OF SECURITY, AN 1 SLOPE STABILIZATION SS -SS - SS- TA SS -2 3 4
121 SF Zs90
AS- GRADED CERTIFICATE` SHALL BE PROVIDED STATING: '*THE GRADING UNDER COVERAGE OF GRADED SLOPES (90x COVERAGE) PRIOR TO NOVEMBER 15, THE 2. ELIMINATE
OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT / I "
SLOPES SWILL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE ON -SITE STOCKPILES MAY INCLUDE SOi, PARING MATERIALS, ASPHALT
1 18 xT8 x24 BR. BOX ® 2 EA # Exo. 12 -05
PERMIT No. 9250 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM EXP. DATE: 11 -31 -05
k WiTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED STATE OF CALIFORNA DEPARTMENT OF CONSERVATION. CONCENTRATED STORMWATER FLOWS AND
STORMDRA►N INLETS. STOCKPILES ENGINEERING DESIGN GROUP a
3c AS- GRADED RM THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SHALL BE COVERED OR PROTECTED WITH SOiL STABILIZATION MEASURES AND NOTE
QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SWILL CONFIRM ALL 2121 MONTiEL ROAD � +`
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATI YDRO
ON E. H -SEED PROVIDED WiTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT QUANTITIES FOR BIDDING PURPOSES ONLY.
SAN MARCOS. CA 92069 f of cj%ofo
B. N 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONTAL ALL TIMES. *: AREA DRAIN PIPE AND LIGHT WELL
DRAIN PiPE PHONE. (760) 839 -7302
TO VERTICAL) OR STEEPER WHEN THEY ARE **: BACKDRAIN TIGHT LINE
1. THE EX' 'TENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. CONTRACTORS' EMPLOYEES WHO PERFORM
CONSTRUCTION IN THE CITY OF
STRUCTUF J SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF B. 5 FEET OR MORE IN HEIGHT iN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO ENCINiTAS
SHALL BE TRAINED TO BE FAM1UAR WITH THE CITY OF ENCINITAS SAN DIEGUfO WATER DISTRICT NOTES
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED STORMWATER POLLUTION
CONTROL REQUIREMENTS. THESE BMP NOTES SHALL STATEMENT OF ENGINEER OF WORK
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: BY THE CRY ENGINEER. 1. REVIEW OF THIS PUN BY SAN DIEGUITO WATER
DISTRICT DOES NOT CONSTITUTE A
BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE UNDERSIGNED ENGINEER AGREES THAT THE
WORK PERFORMED BY THE
THE CONTRACTOR is REQUIRED TO TAKE DUE PRECAUTIONARY TO PROTECT
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT 2. iRRiGAT70N SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL
THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR ENGINEER
SHALL. COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
ME WORK SITE rT IS THE CONTRACTOR'S RESPOINSi81UTY TO CONTACT THE FOR THE GROWTH OF THE HYDROSEEDED GROWTH. REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
NON-EXISTENCE OF, ANY UNDERGROUND UT1LR1', PIPE OR STRUCTURE WITHIN THE LIMITS PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
FOLLOWING OWNERS OF SAO UTILITIES OR STRUCTURES PRIOR TO ANY OF THIS PROJECT. FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN
�
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE Fi7LLOW'tfMG:
2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL. DESIGN, i.E., LINE CROSSINGS, ACCORDANCE WiTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERTY DISPOSING OF ALL UN PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED.
ALL EXISTING ENCiNITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW
OF COMMENCEMENT OF WORK. A SEED MIX SHALL CONSIST OF NO LESS THAN WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
OR PROPOSED UTTUTY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL PERFORMED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
A. SEWERS - CARDIFF SANITATION DISTRICT (760) 753 -0155 a. 20 LBS. PER ACRE OF ROSE CLOVER WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN
CARRY THEM INTO THE BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE
PLANS OR
MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT
b. 20 LBS PER ACRE OF ZORRO FESCUE .
B. GAS � ELECTRIC - (SDG�E) (800) 4 ?2 -4133 c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
DESIGN, AND R 1S THEREFORE DOES NOT RELIEVE THE ENGINEER OF
C. WATER - (SAN DIEGUITO WATER DISTRICT) (760) 633- ?709 d. 4 LBS. PER ACRE OF A CHO A MII.LEFOLM 2. NO SEEPAGE FROM DUMPSTERS SHALL
BE DISCHARGED INTO STORMWATER 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS
BASED
D. TELEPHONE - {PACIFIC BELL) 422 -413J d . 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SIB BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS
TO DIVERT THE NATURAL GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD
HARMLESS THE
E. CABLE TV - (DIMENSION CABLE) (800) 422 -4133 f. 1/2 LB. PER ACRE OF ALYSSUM R STORM RUNOFF. DUMPSTERS SWILL BE CHECKED FREQUENTLY
FOR LEAKS. ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST CiTY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM
, d, t, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE DUMPSTER UDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
MEET CURRENT WATER AGENCY STANDARDS (WAS). I" FACILITIES DO NOT MEET PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT ACTS,
2. CONTRACTOR SHALL NOTIFY THE CRY ENGINEER q. ITEMS c
'S OFFICE 48 HOURS PRIOR AREA d, HYD f OF
IS NOT VISIBLE FROM DITHER A PUBLIC STREET OR LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR STANDARDS, THEN
THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR
THE A
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE {760) 633 -2770. THE A A STRUCTURES. COVERED WITH TARPS IN ORDER TO AVOID R41N CONTACT
WITH ANY TRASH EXPENSE. EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
h. ITEM a' OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING MATERIAL' 4. UTILRTIES TO MAINTAIN MINIMUM
5 -FOOT SEPARATION WHEN PARALLELING WATER EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMEND BY THE ENGINEER
3. THE CONTRACTOR SWILL GIVE 24 HOURS NOTICE ON CALLS FOR J. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED SERVICES,
INSPECTION. PHONE
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND
5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS
( 760) 633- 2770. ALL WORK PERFORMED WITHOUT BENEFIT
OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL HYDROSEEDING. CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST
STEVEN NORRIS Q p0 F E 5 S p
i. ALL SEED MATERIALS SHILL BE TRANSPORTED TO THE JOBSiTE IN NNOPENED AND SAN DIEGO GAS AND ELECTRIC VAULTS.
�,o * +�
BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS
AND ALL OTHER ENGINEERING DESIGN GROUP �! QA94 F
C. GRADING CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL,
CALL THE TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 2121 MONi7EL ROAD y �' �d' s
TAG ATTACHED TO, OR PRINTED ON SAO CONTAINERS. � WASTE HOIUI� TOLL FREE AT (800) 714 -1195. FOR INFORMATION SAN
MARCOS, CA 92
!�! 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT
ENGINEER OR UNDER HiS DIRECTION. HE SHALL OBSERVED AND TEST THE THE DISCRETION OF THE CONTRACTOR. ON LANDFILLS AND TO ORDER DUMPSTERS
CALL = AT (760) 436 -4151 EARTHWORK (760) 839 -7 a Exp 6 . 12 05 p
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PUCE TRASH CANS
DRIVEWAY
B. TYPE 1 MULCH APPLIED AT THE RATE OF No LESS THAN 2, AND RECYCLING RECEPTACLES AROUND THE SITE. CUT 165 CY IMPERVIOUS
SURFACE 0 SF (TURFB LOCK)
COMPACTION OF TRENCHES. HE SHILL SUBMIT SOILS REPORTS AS 000 IBS. PER ACRE. TYPE BY.• -
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL 5 . PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
FILL 80 CY AREA OF GRADING: 5,000 SF • . N . : 47672 '�', +•�
COMPLETION OF GRADING OPERATIONS. HE SHALL 1WIT 6 MULCH (STRAW) MAY BE SUBSTITUTED, PART, FOR HYDRAULICALLY APPLIED
. FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY r c 1v►� fa *
OBSERVATIONS AND NESTS WERE MADE BY HIM/ OR UNDER TAILS FIBER MATERIAL. WHEN STRAW IS USED R MUST BE ANCHORED TO THE SLOPE BY
EXPORT 85 CY
UPON AVG. DEPTH OF FILL: 7 FT * DATE.
3 �o oS o f C
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND MECHANICALLY PUNCHING NO LESS THAN 50x OF THE STRAW INTO THE SOIL. CONTAINMENT AND
LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS IMPORT 0 CY DUG. DEPTH OF CUT: 1.75 FT
ON PERVIOUS SURFACES.
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 15X ULPHUR APPLIED AT 6. ALL CONSTRUCTION
DEBRIS SHALL BE KEPT AWAY FROM THE STREET, REMOVAL & 65 CY * - DOES NOT INCLUDE BASEMENT D(P. DATE. • 12 -05
2. THE CONTRACTOR SWILL PROPERLY GRADE ALL EXCAVATED SURFACES THE RATE OF 500 LOS. 15 -20 -0, WITH 15 PER ACRE GUTTER, AND STORMORAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN RECOMPACTiON FOUNDATION EXCAVATION.
UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING 4. AREAS TO BE HYDRO - SEEDED SHALL BE PREPARED PRIOR TO HYDRO - SEEDING BY
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