2003-7824 G (Plans) s
LEGEND E
CITY OFENCINITAS CIL
WORK TO BE DONE= sY>uBa nQ+ srz _ t
di
GRADING
GOULD RESIDENCE PROPERTY LW !1 AL C. GRADING C ONTNM
DUSTM COW" o
I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE 4 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FWSH GRADE
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STANDARD SPECIFICATION FOR PUBLIC Wl7RKS CONSTRUCTION. THE DESIGN TO PRODUCE SMOOTH SURFACES ANO UNIFORM CROSS SECTIONS THE SLOPES
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED
,< r EXISTIMG SPOT EEVAIM
AREA REGIONAL STANDARD DRA iMNGS ANY CHANGES OR RREVISICNVS AS DIRECTED BY THE ENGINEER OF *IRK AND LEFT IN A NEAT AND ORDERLY 2319 M019GOMERY
A VENUE
EX5W MALL ;
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
rEQUEST FOR INSPECTION. v
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED __ _......... ____ __ __ .......... EXISTM
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2. THE SOILS REPORT TITLED Fftwv W" C&c0re""fCAL 103fleVT144MW SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
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201q Ma.,lra,e.wt4t.1 pwl, SHALL BE ROUNDED NV ACCORDANCE WITH THE GRADING ORDINANCE. � pJ• �r.��-.�.- �--�
-.-- DdS7ANG ► � , TA \t'FE Dav" ftA4 ca 4, 2eo i SHALL BE CONSIDERED AS A PART OF 5. ALL TREES, BRUSH, CU AND OTHER OBJECTIONABLE MATERIAL
SHALL SOILS ENGINEER'S CERTIFICATE
� D DRIVE �
THIS GRADING PLAN. ALL GRADING SHALL BE DOME iN ACCORDANCE WiTH THE COLLECTED, PLO OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IV SAID REPORT. CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WiTH A
PAD LIAM
I APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES; NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL b DAN T. MATH A
REGISTERED PROFESSIONAL ENGINEER IN THE STATE y � ►� � �+ ��� LINE
LOCA77ON AND TYPE OF DRAINAGE FACKUIIES, NOR OF IMPROVEMENTS OF LOCATION OF DEBRIS FiLL SHALL BE SECURED FROM TW SOILS ENGINEER OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE HELD OF APPLIED SOIL -- +� --#r --
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL UECHANICS HEREBY CERTIFY
THAT A SAMPLING AND STUDY OF THE SOIL j N
FOR THESE SHALL BE REQUIRED NV CONJUNCTION WiTH IMPROVEMENT CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ALE OR UNDER MY DUBLI
PLAPIS D. - ND CAPiNG DIREC71ON DA TED MARCH 24 2001, ONE COMPLETE COPY OF THE W �� 4 �' ►
4. WRITTEN PER69SSION SHALL BE OBTAINED FOR ANY OFF -SITE G"7RADING. SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS`
1. All SLOPES SHALL PLANTED AND IRRIGATED IN AC Wi1H HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. O M PROPOSED
CONTOUR
I CONTRACTOR SHALL TAKE ANY NECESSARY PREC:AU17ONS REQUIRED TO PLANS APIPEROVED BY TLE CITY ENGNEER. PLANS SHALL CONFORM TD TFIE FURTHERMORE; I HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE gM►
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND RRECOMMENDAI)ONIS INCLUDED
IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN p►IAk �
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION IRRIGA7iON STANDARDS INCORPORA IN THE GRADING PLANS AND SPECIFTCA ` 0'
LAGOOri c IIETAIVIFIG HALL (DECOMRA1R+f M►►ERE EX!°USEDj S
EXISTING PRIOR TO GRADING. +
2 FlNiSH GRADING AND PLANTING SHALT BE ACCOMPLISHED ON ALL SLOPES c n s � � � � PiR� 1t� OF MALL E[EW+1W11Or
6. HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
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MARK WHICH IS DISTURBED CAR DESTROYED SHALL BE REESTABLISHED AND BETWEEN OCTOBER 1 AND APRIL 15� ST DAB: 5//3 »�� SOLANA
PROPOSED FIM SLIR�'ACE ELEVANN
REPL AGED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURWYOR. Qom 9EACIN FJ Q"
7. THE G�ONT>;ACTt7R SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY E EROSION CO NTROL DAN T ,.BATH � SANTA FE ���Q4�-
PROPOSED Fff9? GRADE ELEVATM
DEVICES, IVrLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING RCE NO.: 61013 EXP. DATE: DECEMBER 31, 200 a5
TO ALL LOCAL, STATE Ma FEDERAL SAFETY AND HEALTH STANDARDS, LAWS 1. MV CASE EMERGENCY WORK iS REQUIRED, CONTACT KAREN GOULD AT �
�� WNW M"
AND REGULATIONS (858) 558 -1,509 NO SCALE
8. GRADING AVIV EQUIft NT OPERATING WITHIN LINE -HALF (1/1) MILE OF 2 EOUIPMENT AND WORKERS FOR SWERGENCY WORK SHALL BE MADE
TMOMAS BROS PG 1167 i C�RA� SII'ALE SEE DET STREET T
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., STILL'OTORE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN A VAILAEALE AT ALL TIMES DURING THE RAINY SEASON ALL NECESSARY DECLARATION OF RESPONSIBLE
CHARG n SWAL E SEE DIEM sir 2
THE H -)URS OF' 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAM SUNDAYS MATERIALS SHALL BE STOCKPILED ON SyTE AT CONVENT LOCATIONS TD HYDROSEED
AHD CITY RECOGNIZED HOLIDAYS FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
. K`RADING OPERATIONS SHALL COMMENCE MENCE LIN77L A PREGRADiNG MEETING IMMINENT. 1 HEREBY DECLARE THAT I SP SHE ENGINEER OF MG T FOR SIGN
PROJECT,
9 NO �
THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN � THE SANID9AGS
W e' fIFEN HELD ON -SITE WITH SHE FOLLOWING PEOPLE PRESENT: DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR Mi0GIf1ED WITHOUT THE 1.
HYDROSEEDiNG SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6.1
PROJECT AS DEFINED IN SECTION 6703 OF ThE BUSINESS AND PROFESSIONS
CITY INSPECTOR, CIViL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR APPROVAL OF THE ENGINEERING INSPECTOR. (HORIZONTAL TO VERTICAL)
OR STEEPER WHEN THEY ARE: -a c - SIT fNIVCE
kR PERMITTEE THE PRREGRADE MEETING SHALL BE SCHEDULED WITH THE CODE, AND THAT THE DESIGN 1S CONSISTENT WITh CURRENT STANDARDS
CITY IT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 4. THE CONTRACTOR SHAD. RESTORE ALL EROSION CONTROL DEVICES 1O n THREE
FEET OR MORE IN HEIGHT IN FILL AREAS` '
WORKING ORDER 7i7 THE SATISFACTION OF THE CITY ENGINEER AFTER EACH 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
1Q E,RIM TD HAULING DIRT OR CONSTRUC7ION MATERIALS TO ANY BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT b.
5 FEET OR MORE IN HEIGHT IN CUT ALAS UNLESS SLOE IS NOT SUBJECT TO EROSION DUE TO SHE EROSION RESISTANT CHARACTER
D CONSTRUCTION VIE WITHIN THIS PROJECT THE DEVELOPER SHALL RUN -OFF PRODUCING RAINFALL RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSMJ77ES
FOR PROJECT ,
SUBMIT TO AND RELIVE APPROVAL FROM THE CITY ENGINEER FOR THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL DESIGN.
OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. •
PROPOSED HAIR_ ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO INCOIPLETED
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WiTH REGARDS TO THE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE jgfESSIp4,
4✓ 2 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOiL AT THE
6 SHE COV7RACTI7R SHALL BE FIESPOKSIBL.E AND SHALL TAKE NECESSARY �,a
HAULING OPERATION. , Planning and Engineering c�o G ro0 � OPTiMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 9988 Hibert Street, Suite 212
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED HYDROSEEDING AHX SHALL CONSIST OF ALL THE F'ui01INGI f " I
BUT PRIOR TO FiNAL GRADING APPROVAL AIVO /OR FINAL RELEASE OF SECURITY, WATERS CREATE A HAZARDOUS CONDITION San Diego, CA. 92131 w No. 59 21
AN AS- GRADED c'FR7IFiCATiON SMALL BE PROVIDED STA77NG THE GRADING d
-- E
INVDER FERMIT NO. 78 -G HAS BEEN PERFORMED IV SUBSTANTIAL 7. ALL EROSION C MEASURES PROVIDED PER THE APPROVED GR ADING PLAN Ph. (858) 695 - 3344
4p X; 6-30 -
o� ,�
- � 1. SEED
MIX SHALL CONSIST OF NO HESS STAN:
s
CONFORMANCE w1TH THE APPROVED GRADING PLAN OR AS SHOWN ON SHE SMALL BE INCORPORATED HEREON. Fax: (858) 695-3117 � c r v
ATT; 44ED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE 'lF OF t
. , C R �� n 20 LBS PER ACRE OF ROSE GLOVER ,
DAA TE A ND SfGN1 .,. .c OF THE CI VIL ENGINEER WHO CERTIFIES SUCH GRADING 8 GRADED AREAS AROUND T HE PROJECT PERiINETER MUST DRAIN AWAY FROM THE
OPERA TION. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
0L 20 LBS PER ACRE OF ZORRO FESCUE
IL NOTIFICATIONS 9. ALL REMOVABLE F nOTEC7TVE DEICES SHOW SHALL BE IN PLACE AT SIGNED: � DATE. S' /l2 X03 c 3 LBS PER
ACRE OF E SCHOOL CIA CALIFORNICA
THE END OF EACH WWl')RKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BRENT C. MDORE
1. SHE EXISTENCE AND LOCA11ONt OF UTILITY PIPES AND BE REMOVED AFTER EACH RAINFALL
d 4 LBS PER
ACRE OF At21El£A
AMLLEFOL/A
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECOROS. TO THE BEST OF OUR KNOWItEDKE THERE ARE NO 10. SHOULD GERMMIIVVAITON OF HYDROSE00 SLOPES FAIL TO PRDVIRE RCE NO.: R.C.E. 59121
EXP. DATE 6 -30-07 3 L.BS PER ACS OF ALYSSUM (CARPET OF SNOW)
EXI ^TANG UTXJ71ES EXCEPT AS SHOWN ON THESE PLANS; HOWEVER: THE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO If
11 LB: PER ACRE OF DIWNORPHOLECA
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO NOVEMBER 15' THE SLOPES SHALL BE STABILIZED WiTH PUNCHED STRAW wt
PROTEC,- ANY I•A.jTING tUTTUTTES OR STRUCTURES LOCATED AT THE WORK INSTALLED NV ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND OWNER'S CERTIFICATE
¢ ITEMS C, A & AND F OF THIS SUBSECTION MAY BE EMITTED ON
SITE T IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY CONSERVATION FROM E17HER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
EXCAVATION, FOR VERIFICATION AND LOCA77ON OF U77LI77ES AND i (WE) HEREBY CERTIFY THAT A REGISTERED SAS ONC2NEER OR GEMOG1ST
VOTr7C'ATIOIV OF COMMENCEMENT OF WIDIRK. F. SAN DEMM WATER DISTRICT RTES HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
h. ITEM 'A' OF THIS SUB SECTION MUST BE INOCULATED WITH
A. S•WWERS - &L CARDIFF SANITATION DIISTRICT. AND ADVISE ON THE COMPACTION AND STABNJTY OF THE SiTE NITROGEN FIXING BACTERIA
AND APPLIED DRY ETHER BY '
a " C & ELECTRIC - (BaL; -1-22 -4133 SDW (1) REVIEW OF iM PLAN BY SAN DIEGUMD WINTER DOS TRiCT DOES NOT DRILLING OR BROADCASTING
BEFORE HYDRCSEEDING.
C . WATER - 753 -6466 I OW! D. CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION Or, �
'
TELEPHONY (800) 422 -4133 - PACIFIC BELL OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE L ALL SEED MAINTAINS
SHALL BE TRANSPORTED E RT ENT OF
AN
D. T 800 422 -4133 - DANIELS CABLE O R STRUCTURE W11HNN THE LIMITS OF THIS PROJECT. SIEVED: DATE: � UNOPENED CONTAINERS WITH
THE CALIFORNIA DEPARTMENT OF
E. CABLE lY -
( )
KAREN COULD FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED 70, OR
4IHAf, � h SHALL NO W l iH£ CITY ENGINEER'S OF161M 48 HOURS (2) ALL BMW FiICILIM WC H MAY AFFECT FINAL DELI, LE., LINE PRINTED
ON SAID CONTAINERS
LU
PWRiOR TO aM-GNNNG ANY WORK ON TENS PROJECT. PHONE.- (760) 633 - 2770. CROSSINGS; LIVE PARALIELI1K OR PROPOSED CONNECTION SHALL BE FIELD
� NON PHYT'D - TOXIC WETTING AGENTS MAY BE ADDED TO iNE
I THE CONTRACTOR SHALL GfW 24 HOURS NOTICE O1 CALLS FOR VERIFIED. ALL EXISTING OR PROPOSED U17UTY CROSSINGS WITHIN 10 FEET OF OWNER /PERMiTTEE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR
INSPECTION. PHONE ( 760) 633 -2770. ALL WORK PERFORMED WITHOUT PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND ELECTiRCAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN KAREN GOULD
2 TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN ZOOO LEIS PER ACRE
REMOVAL WRITTEN PERMISSION BY SAN DIEGO /70 WATER DISTRICT. 2319 MONiGOMERY AVENUE TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED,
ALL OR PART, FOR
CARDIFF, CA 92007 HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE
(3) CONTRACTOR AND OW ARE RE S'P NSMLF TD RELOCATE AND/OR ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
^-- GR - NER AMST M GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METEIM ( ) 558 -1509 THE STRAW INTO THE SOIL
1. ALL GRADING SHALL BE ONSERWD AND TES1 BY A QUALIFIED SOILS VALVES VALVE BOXES: ETC) WHICH IS AFFECTED BY THEIR PROJECT. ALL
FNGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE AFFECTED WATER FACUflES MUST MEET CURRENT SAN DIEGUITO WATER I FERTILIZER
CONSISTING OF AMMONIUM PHOSPHATE SULFATE; 16 -20-0, WITH
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACICFILLS AND DISTRICT STANDARDS F FACILI77ES DO NOT MEET STANDARDS. THEN THEY 15%
SULFUR APPLIED AT SHE RATE OF 500 LBS PER ACRE.
COMPACT ION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWW 4ERS'S EXPENSE SITE ADDRESS=
AND WILL DETERMINE THE SxUITABILiTY OF ANY FILL MATERIAL UPON (4) UTILITIES TO MAINTAIN ANNMN 5-FOOT SEPARA70V WHEN PARALLELING
,
CCOMPLETiON OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS WATER SERVICES. APN� AREAS TO BE HYDROSEEDED SHALL BE PREPARED
PRIOR TO HYDROSEEDING BY ,
AND VE'ST'S HERE MADE BY HMI OR UNDER WS SUPERVISION AND THAT IN HIS 261- 092 -04
OPINION, ALL EMBANKMENTS AND EXC:AVATiONS WERE CONSTRUCTED IN (5) MINIMUM HORIZONTAL SEPARATION OF 10 FEET RE70UM BETWEEN FIRE 1. ROUGHENING
THE SURFACE TO IE PLANTED BY ANY OR A COMBINATION
ACCORDANCE WiTH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS HYDRANTS AND SAN DIEGO GAS AND ELLCTRiZ VAULTS 2319 MONTGOMERY AVENUE
o. TRACK WALKING SLOPES STEEPER THAN 6:1.
AND EX ^A VA TKNNS ARE ACCEPTABLE FOR THEIR INTENDED USE
CARDIFF, CA 92007
Z THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCA VA TED SURFACES TO (6) ALL WATER SERVICES TO BE CONSTRUCTED GEAR OF DRE!"A YS AND b.
RIPPING AREAS THAT WiLL NOT BREAK UP USING ITEM 'A' ABOVE Z
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE
_
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR PARCEL THEY ARE SERVING LEGAL DESCRIPTION 2. CONDITIONING THE SOILS
SO THAT IT IS SUITABLE FOR PLANTING BY
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO a
PW_7 ENT EROSION OF FRESRHLY GRADED AREAS UN77L SUCH TiME AS a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE DAMP BUT
2
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN LOTS 43 AND 44 IN BLOCK 14 IN C:ARLSBAD TRACT NO. 1298 IN THE CITY
OF CARDIFF, NOT SATURATED SEEDBED. 5
INSTALLED. COUNTY OF SAN DIEGO, STATE OF L:AUFORNfA,. 2
b. THE ADDITION OF SAIL AMENDMENTS, PH ADJUSTMENT, LEACHING W
I ALL AREAS TO BE FILLED SHALL BE PREPARED M BE FILLED AND FILL EARTHWORK OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS
FOR ,�
SHALL IF PLACED M ACCORDANCE WiTH THE SOILS REPORT. ALL GROWTH.
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CUT- 100 C.Y.
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. H ALAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS ?
h
_ FILL - 200 CL Y. G � r
GROWTH UN77L THE PROJECT IS PERMANENTLY LANDSCAPED OR FAR AREAS 2
LOOSE FILL t.'.'C ALLUVIAL SOILS SHALL BE REMOVED M SUI7._RLE FIRM IMPORT- 100 Y WHERE HYDROSEEDlNG iS THE PERMANENT LANDSCAPING,
UN1TL THE PROTECT 2Q
NATURAL GRUL90. THE EXPOSED SORES SHALL BE SCARIFIED TO DEPTH OF SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT IS COMPLETED
AND ALL SECURITY RELEASED
CO �
6' AND THEN COMPACTED TO A MINIMUM CY 90 PERCENT. IT SHALL BE THE
AND EARTHWORK
GONNTRACTOIR'S RESPONSIBILITY TO PLAC& SPREAD, WATER AND COMPACT THE
EARTHWORK QUANTITIES ARE CALCULATED ON A 1HEORREM:AL BASIS y
FILL IN S'RICT ACCORDANCE WiTH SPECIFICATIONS ARE U7IUZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY ACTUAL
QUAN7777ES MAY VARY DUE TO UNFORESEEN LOSSES,, SHRINKAGE ANDIOR � ^�
SWELLING FACTO RS RE E BY DATE
SIGNATURE EXP. 2 YTS: FROM DATE SIGNED APPROVE WA
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT
ESI=BY DR4W BY CHECKED BY
APPROVALS C 7Y OF AS ENGINEER DEPARTMENT Q mwr, N Q
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��� ���'�''¢ ��° DESCR t �i+ R'iPE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP D GRADING AND EROSION CONTROL
PLANS FOR.
..
LOCATION: 5' SOUTH EAST OF NORFOLK N/A DA TE: 5 2/03
�� -7' •� AND OXFORD
HOR � 2 4- W
RECORD FROM: N A �►. .� R.GE. NO.: 59121 BY BY - GOULD RESIDENCE
/
ELEVATION: 100.0 DATUM: ASSUMED VERTICAL N/A P 0 0 B B. DATE BRENT C. MOORS EXP 6 -30 -01 DATE: G/3_01 d am; Wpy
PROJECT NQ OF 7 z
- W
1
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..,,<.__,�..- + _... ter - _,_.. -- a -�,>.. .-. _., �. � -�-._. �. .___ ,.. ..�e... -.. .... .- -.. >. ... ,. ....�a _.> ..._,._ ._.._ �..
_. __ _. t .. r ;.. _ - _�- +f� .p:rr+�..
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SOCIAL NOTES EROSION CONTROL NOTES E
a
THE FOLLOWING MOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACM R i. THE EROSM CI) NTRM CONTRACTOR SHALL BE RESPONSME FUR THE
`D
BY THE ENGINEER OF WORK. THE CITY ENGINEERS SIGNATURE ON THESE PLANS INSPECTION AND MODIRCAD N OF 7W EROSION CONTROL DEVICES AS
o
DOE'S NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WN L NECESSARY, DURING THE RAINY SEASON. THE CONTRACTOR, PERMITIEE, OR
NOT BE RESPONSIBLE FAR THEIR ENFORCEMENT. OWNER SHALL BE RESPONSIBLE FOR THE CONTINUAL MAINTENANCE OF THE EROSION
1. AETTHER Tim OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES CONTROL DEICES DURING THE RAINY SEASON. 0
0
OR REGULATIONS TFE CONTRACTOR SHALL DE ND SIGN, CONSTRUCT A MAINTAIN ALL 2 GARY EROSION CONTROL DEWCES SHOWN ON THE EROSION CONTROL PLAN
o0
SAFETY DENC ESQ MOCLUDING SHO►RWa AND SMALL BE SOLELY RESPONSIBLE FAR WHICH INTERFERE WITH THE WORK SHALL BE RELOCATED OR MODIFIED AS THE
u
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AM HEAL 7H STANDARDS WORK PROGRESSED AS REC011NI/ENDED BY THE ENGINEER OF WORK AND AS APPROVED
LAWS AND REGULA BONS BY THE DIRECTOR OF PUBLIC WORKS ;
2 LOCA 7M ANM ELEVA MN OF IMPROVEMENTS 70 BE MET BY WORK TO BE DONE SHALL 1 AIL LOOSE SOX AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS
N
BE CONFIRMED BY FIELD MEASUREMENTS PRIOIR TO CONSTRUCT'AN OF NEW WORK. UPON STARTING OPERA 71ONS AND PERIODICALLY AFTER AS DIRECTED BY THE IN7ECTOR.
1, SET POSTS AND EXCA VA TF A 2. STAPLE IMRE FENCING TO CL
3 BEFORE EXCAVATING FOR 1M►S CONTRACT, VERIFY LOCATION OF UA0ERGROUM U TIIITF'S STANDBY CIREWS � � BY CONTRACTOR, p OR 4 BY 4 IN 10 BY
10 CM THE POSTS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PARES OR STRUCTURES
SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS OWL Y AM MAY OWNER FOR EMERGENCY WORK DURING RAINSTORMS TRENCH UPSLOPE FROM AND
N07 REFLECT ALL EXISTING UTILITIES LOCATIONS OF ALL EXISTING UTILITIES SHALL BE S ALL U71UTY IRDVCHE SHALL BE BADV FILLED W7HIN 24 HOURS AND MIST
ALONG THE LINE OF POSTS
COWIRMED BY FIELD MEASUIREMIENTS BY CONTRACTOR PRIOR TO CONSTRUCTION OF WORK BE BACK FILLED BEFORE 114E OF THE WORT( DAY N- A 40- PER(CEIVT CHANCE OF RAIN
4 CONTRACTOR IS REQUIRED TO TAKE PfRECAU77ONARY MEASURES 70 PR07ECT THE UTILITY IS PREDICTED.
LIES SHOWN HEREON MIND ANY 07HER E)USTING LINES NOT OF RECORD OR MOWN
ON THESE PLANS 6. PROVIDE VELOCITY CHECK DAMS NN ALL STREET AREAS PAVED OR WAVED AT
6. SAFETY FENCES SMALL BE PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE THE INTERVALS INDICATED BELOW VELOCITY CHECK DAMS MAY BE CONSTRUCTED
CI�7 ENGINEER. OF SANDBAGS, AMBER, OR OTHER ETROSION RESISTANT MATFMALS APPROVED BY / �--
THE CITY ENaAm, AM SHALL EXTEND COMPLETELY ACROSS OTC STREET !jD
7 DURING ACTIVE CONSTRUCTION, AREAS SMALL BE WATERED 70 REDUCE FUGITIVE DUST. CHANNEL AT RIGHT ANGLES TO THE CENTER LINE. EARTH MAY NOT r� USED AS
B CONTRACTOR 70 ADJUST ALL PROPOSED AND EXISTING FACILITIES TU GRADE VELOCITY CHECK DAMS �— O
9 CONTRACTOR TD REMIbVE/REPLACE/lRELOCA TE ANY LAMDSCAPING/HARDSCAPING W KW LEASE LESS THA A STREET INTERVAL N 10% AS REQUIRED BS BA G G S R
HIG
CONFLICTS NN ANY 04Y IMTH IHE INSTALLATION OR PROPER FUNG70NING OF THE / 4 IN 10 CM
PROPOSED MNWOVEMIE'TS 2X - 4x 100 FEET 1 `
4x - �! 50 HEFT 1
1Q THE CONTRACTOR SHALL BE RES'PONISIHLE Fm VfRf ym THE QUANTITIES sww HEREON AND BA.ANGIING d%- 10x 50 FEET 2
.
THE EAR7F;WGRK ONSITE F DISCREPANCIES ARISE: THE ENGINEER OF WORK 94ALL PROVIDE AREAS OF OVER 10% 25 FEET 2
.4RIS7WhT TO THE COVIRAC70R. WHERE 7RENCHES ARE WITHIN EASEWAI r STREETS OR 10' OF ANY 7. PIROWDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS
AT TIE 3. ATTACH THE PDLTER FABRIC TO 4. BACKFILL AND COMPACT THE
BUILDING, :•3tS REPORT SHALL BE SEAWTIED 70 THE ENGINEER OF WORK BY A QUALIFIED SOES ENGINEER INTERVALS NONCATED BELOW UNLESS CHANNELS ARE LINED WITH TEMPORARY
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
WENCH NVICA TES THAT ALL TRENCH BACKFIL . SMALL BE COMPACTED PER RECOMMENDATIONS NN THE MATERIALS SUCH AS PLASTIC SHEETTNC
GEO&CHANCAL APART FOR THE PROJE INTO THE TRENCH.
11. THE CONTRACTOR SHALL BE RESPOINSIO.E TO INSURE THAT ALL SLOPES ARE BI MT IN ACCORDANCE GRADE OF CHANNEL INTERVAL
WITH THESE PLANS F THERE IS ANY QUESTION REGARDING M'SE PLANS OR FIELD LESS THAN 3x 100 FEET
STAKFS� THE CONMAC70 R SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY NORK 3x - 6x 50 FEET
BY GALLING THE SWAM AT 858) 695 -3344. OVER 6x 25 FEET
12. THE C�ITRACTORR SMALL UNCOVER ALL UTIITIES THAT MAYBE JOINED, CROSSED, OR PARALLELED TO (I FILTER FABRIC .. �y
VE,HIFY BOTH HOIRIZONTAL AND VERTICAL LOCATION PRIOR 70 ANY CONSTRUCTION. ANY CONFLICT OR
B A SANDBAG SIT RAISIN OR TRAP SHALL BE PROVIDED AT EVfRI' STORM I ( I / — — _ —
DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SY57EML I _ WIRE
RE
SNAIL BE BROUGHT TD THE ENGINEER'S ATTENTION PRIOR 70 CONSTRUCTION. OTHERWISE THE / �i — I :
CONTRA w ACCEPTS FULL RESPONSITY FOR ANY ADDITIONAL CONSTRUCTION AR RELOCATION COSTS
9 A GUARD SHALL BE POSTED ON 517E **NEVER THE DEPTH OF W 4 TER IN ANY I i I � I I b
13 �� "E CONTRACTOR SMALL BE RESPONSIBLE FOR LOCA7MG MAINTAINING, RELOCATITIOa AND OR UNFENCED FACILITY EXCEEDS TWO (2) FEET.
I I—
IR1 IMVAL OF DfIS71NG UIlUl1ES 1Q ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE NN PLACE AT THE
END OF EACH WMMG DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST — I � I I � -I I I 11-1
14 1\4 I I-1 I I III -1 11-
THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENT WITH EXCEEDS 40- PERCENT, AFTER EACH RAINSTORM EXCEEDING NI CH IN A 12- IMPROVEMENT
EQUAL OR SUPERIOR HOUR PERIOD. a T AND DEWS SHALL BE REMOVED FROM CHECK DAMS AND .
15. CONTRAC7 ? WILL MAKE MORA 77OIN E CA VA TIOINS AND LOCA7E E)0S7l NG UNDERGROUND DESIL 71MG BASINS AND BASINS SHALL BE PUMPED DRY.
FACILITIES SUMOMILY AHEAD OF CONSTRUC rn PERMIT REVISIONS TO PLANS wF 11. EFFECTIVE PLANTING 91ALL BE INSTALLED, FILLY GERMINATED, AND SHA
SILT FENCE DETAIL
RFW,90NS ARE NECESSARY BECAUSE OF LOCATION OF EXISTING FACIU EFFECTIVELY COVER THE REQUIRED SLOPES & DISTURBED AREAS PRIOR TO FNAL NO SCALE
APPROVAL THE PLANTING MIX SHALL BE APPROVED BY THE DIRECTOR OF PUBLIC
I& CONTRACTOR SHALL N07IFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STAR77NG WORKS PRIOR 70 INSTALLATION.
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK NTH NON - IRRIGATED HYDRO -SEED AIX C,EN
COIMIPANY REPRESENTA RVES BOTANICAL NAME COMMON NAME BALE
17. CONTRACTOR SHALL NOTIFY THE PACIFIC 7E11PHOWE COMPANY PRIOR TO STARTING WORK ATRIPOEX SEMIBACCATA CREEPING SALTBUSI 7 90 82
:NEAR COMPANY FACILITIES AND SMALL COORDINATE HIS WORK WTH COMPANY ESCHSOL27A CALIF"CA CALIFORNIA POPPY 3 95 75
REFRESENTA 77WS GAZANIA SPLEAIDENS GAZAWA 12 95 75
14 BEFORE EXCAVA7W FOR TINS CONTRACT, VERIFY LOCATION OF UNDERGROUND FACILIIRESL LOOLARIA MARITIMA(NOLET QUEEN) SWEET ALYSSUM 3 95 70
THE CONTRACTOR SHALL 7ELE'PHOhE FOR PLANTAGO NVSULARIS PLANTAGO 20 95 75
PACIFlC 7ELEPHONE FACIUTIES (800) 422 -4133 (DIG ALERT) TOTAL 1/AC 45
0 IN.
SAN DIEGO GAS a ELECTRIC COMPANY 235 - LAREMIE
6323 HYD OI REQNTS: MULCH. 150011AC AG ROKO -MRU C H
BINDER: 120,E 1AC AGR?OINO -TAC 4 0 2' OF
2511AC FIBER PLUS Tw J TOPSOIL
POLYMER: 59,E 1AC TERRA -SORB GB
12 SANDBAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON 517E AND
STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF •t i R :
TEMPORARY OENCES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES
WHEN RAIN IS EMINENT. A STAND -BY CREW SHALL BE MADE AVAILABLE AT ALL
G 71AIES DURING THE RAINY SEASON.
EMBED FIRST ROW OF GRA VELBAGS 11 ALL EROSION CONTROL PLANS MUST PROVE A 24 -HOUR TELEPHONE NUMBER OTEXTILE UV STABLE
HALF DEPTH AND THE NAME(S OF THE PERSON(S) RESPONSIBLE FOR EMERGENCY WORK. A NET LINING: VMAX - 3, PS50
' ^ 0 LOW �T TELEPHONE ANSWERING MACHINE OR ANSWERING SERVICE IS UNACCEPTABLE. E � AL
CDNTACT: LEE ROTSHECK TEL (949) 583 - 7158
OPENING AT INLE ROCK LINED (RIP RAP) TURF LINED OPTION
0000 14. DIFVIGES SHOIWV ON PLANS SHALL NOT BE REMOVED OR MODIFIED OPTION WHERE
WITHOUT THE APPROVAL OF THE INSPECTOR SLOPE EXCEEDS 5X
EMBED FIRST ROW OF GRAVELBAGS 11 THE CONTRACTOR SMALL RESTORE ALL EROSION CONTROL DEWCES
HALF DEPTH TO WORKING ORDER 70 THE SAWACTIOV OF THE DIRECTOR OF PUBLIC WORKS
3 SAGS HIGH OR INSPECTOR AFTER EACH RUN -OFF PRODUCING RAINFALL OR OTHER NOTES
PIVICAL INLET DETAIL BAG EMBEDDING DETAIL SOURCE OF WATER CAUSING EROSION TO THE 517x~
It THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL
C DETAILS MEASURES AS MAY BE REQUIRED BY THE DIRECTOR OF PUBLIC WORKS I FOR TURF AND ROCK LINED OPTIONS, INSTALL
NOT TO SCALE DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN GEOTEXTILE UV STABLE NET
CIRCUMSTANCES WF" MAY ARSE
PUBLIC RIGHT- 17 THE CONTRACTOR SHALL BE RESPON-SIBLE AND SHALL TAKE NECESSARY
OF WAY PIRECAU77ONS 70 PREVENT PUBLIC TRESPASS ONTO AREAS WFRERE TYPICAL DRAINAGE DITCH DETA
xy Mw, IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION
NOT TO SCALE
1d CONMAC727R TO PROTECT ALL DMING HARDSCAPE AND LANDSCAPED
AREAS AND REPLACE IN MIND ANY REMOVED Of? DAMAGED AREAS PER THE
8' MI . LANDSCAPE ARCHITECT, OWNER, ENGINEER OF WORK, OR THE COUNTY INSPEC70R
19 TEMPORARY EROSION CONTROL PLANTING SHALL BE INSTALLED NN ACCORDANCE
WITH THE 'GUM TO EROSION CONTROL IN SAN DIEGO COUNTY.' PERMANENT
3/4' CIPU9NED
LANDSCAPE AND IRRIGATION MAY BE INSTALLED IN LIEU OF TEMIPORARY PLANITNC
EX57MG AzOG;W ROCK
PUBLIC RI T -AF WAY
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No. 59121
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DESIGNED 13Y DRAW 8v CHECKED BY
RENSI S APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOP NT APPROVALS CrTY OF AS
ENGINEERIN DEPARTMENT D RAWING NU. CL
DESCRiPnav: 1 1/6 PIPE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED ADDITIONAL NOTES & DETAILS FOR:
LOCATION. 5' SOUTH EAST OF NORFOLK HORIZONTAL N A DATE: 7$24 --G
AND OXFORD GOULD RESIDENCE z
RECORD FROM. N/A qA BY: BY: _ __ R.CIE NO 59121
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1. JUTE MATTING, HYDROSEEDING, OR
j APPROVED EQUMLENT TO BE INSTALLED
ON ALL EXPOSED SLOPES
2. TOPS OF ALL SLOPES TO BE DIKED OR
! TRENCHED TO PREVENT WATER FROM
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3 BAGS HIGH (MAX.)
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