1999-6030 G (Plans) A. DECLARATION OF RESPONSIBLE CHARGE 50IL5 EN6iNEER'S CERTIFICATE
I. ALL WORK SHALL BE DONE IN A".0RDANGE WITH THE5E 2. C47 TRACTOR SHALL NOTIFY THE CITY EN6INEER'S OFFICE 48 1. ALL EROSION CONTROL MEASURES PROVIDED
PER THE
� I HEREBY DECLARE THAT 1�41�I THE EN6114`ER OF WORK FOR THIS 1, RE6f5TERED CIVIL ENC,iNEER
IN THE STATE-OF
ASK
PLANS, THE STANDARD SPEGIFIGATiON5 FOR PUBLIC WORKS HOURS PRIOR TO BEGINNING ANY WORK ON THiS PROJECT. APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
��3
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF PHONE: (160) 633 -2110. PROJECT, THAT IA4AVE EXERC15ED RESPONSIBLE CHAR6E OVER
THE CALIFORNIA, PRINCIPALLY DOING OU51NE55 IN THE FIELD OF APPLIED SOIL
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DE OF THE - PROJECT AS DEFINED IN SECTION 6 OF THE BLO51NE55 MECHANICS, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
THE CITY OF ENCINiTAS AND THE SAN DIE60 AREA REGIONAL DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION
STANDARD ORAHtN65. ANY G►iAN6ES OR REVISIONS 3• THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE - 01 GALLS AND PROFC- SSIONS GO NT
RE, AND THAT THE DESIGN IS CONSISTE WITH CONDITIONS PREVALENT "THIN THIS SITE WAS MADE DYT''IE OR UNDER
FOR INSPECTION. PHONE: (760) 633 -21 D
10. ALL WORK PERFORMED OF EACH WORK DAY. - CURRENT STANDARDS. MY DIRECTION BETWEEN THE DATES '9- -2 r -'IQ AND
5 - - � NE
. O
THEREFROM SHALL BE APPROVED BY THE CITY EN6iNEER
PRIOR TO ANY REQUEST FOR INSPECTION. W♦�T BENEFIT OF INSPECTION MILL BE TO q �L SA PROTECTIVE DEVICES 5Fi0iM1 SHALL BE IN GOMPt
-ETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
REJECTION AND REMOVAL. I UNDERSTAND THAT THE GH•IEGK OF PROJECT DRA04IN65 AND H1TH MY RECOP1i�'iENDATIONS, HAS BEEN TO
THE OFFICE OF
2. THE 501LS REPORT TITLED �MEYE �Sl DENCE PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5)
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT SPEGIFiGAfiIDNS BY THE CITY OF ENGINITAS IS CONFINED TO A REVIEW THE CITY
ENGINEER. FURTHERMORE, I HAVE REVIBNED THESE GRADING
PREPA BY W-CS - r E N Sb1A t FD VNDAT /Dm/ cwC�NPrJ�� C. GRADING (405K). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER ONLY AND DOES NOT
RELIEVE ME, AS ENGINEER OF WORK, OF MY PLANS AND CERTIFY THAT THE ATION5 INCLUDED IN THE
DATED SHALL BE CONSIDERED A5 A PART I. ALL GRADING SHALL BE OBSERVED AND TESTED BY A EACH RAINFALL. RESPON54BiLITIE FOR PROJECT DE516N.
SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
OF TH•i15 GRADING PLAN. ALL GRADIN6 SHALL BE DONE IN QUALIFIED SOILS ENGINEER OR UNDER HIS/HER DIRECTION. QVL oFESS 64ZADING
PLANS AND SPECIFICATIONS.
AGC.ORDANCE HITH THE RECOMMENDATIONS AND SHALL OBSERVE AND TEST THE EXCAVATION 10. SHOULD GERMINATION OF HYDR05EEDED SLOPES FAIL TO MARTELL
B. MONTGOMERY �� �e "�' � i �F S
SPECIFICATIONS CONTAINED IN SAID REPORT. PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90515
LA COSTA ENGINEERING ,� �,, ZJ,yy
3. APPROVAL OF THIS PLAN DOES NOT CAX6TITUTE APPROVAL OF COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS PRIOR TO NOVEMBER 15, THE 5LOPE 5HALL
2382 CAMiNO VIDA ROBLE, 5TE1 "a- c -5 SIGNED: �,��5
SIZES, LOCATION AND TYPE OF DRAINAGE FAGILITIE5, NOR OF REPORTS AS REGUIRED AND HILL DETERMINE THE STABILIZED WITH PUNCHED STRAW INSTALLED IN CARLSBAD,
GA 92009 E" • 01
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF ACGDRDANGE WITH SECTION 35.023 OF THE EROSION
AND (160) 931 -0290 CIVO- RGE NO.:
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN 6RADIN6-OPERATIONS hE/rai••!E SHALL STATE THAT SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA
a EXP. DATE: 31-- 0 0
CONJUNCTION WITH IMPROVEMENT PLANS. OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER DEPARTMENT OF CONSERVATION.
1-115/HER SUPERVISION AND THAT IN Hi5/HER OP'INiON, ALL DR �� D BY: DATE:
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF5ITE EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN E. LEGAL DE50RIPTiON
n 1
6ZADiN6. A ,ORDANCE WITH THE APPROVED GRADING PLANS AND THAT I. HYDR05EEDING SHALL BE APPLIED TO ALL 5LOPE THAT ARE RGE NO.: 50344 EXP.
DATE: 6 -30-01
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR GRADED b :I (HORIZONTAL TO VERTIGAI.,)5 OR STEEPER
WHEN THE ME5TERLY 140 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING THEIR INTENDED LOSE. THEY ARE' OF THE 5OUTHHE5T QUARTER OF THE NORTHWEST
GI UARTER OF SECTION 14,
6RADIN6 OPERATIONS. ANYTHING DAMAGED OR DESTROYED 2, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED TOWNSHIP 13 SOUTH,
RANGE 4 WEST, SB54M, AC .ORDIN6 TO 0565 APPROVED 41MA661
SHALL BE REPLACED OR REPAIRED TO CONDITION EX15TiNG SURFAGE5 TO PROVIDE P051TiVE DRAINAGE AND PREVENT a. THREE FEET OR MORE IN-iEIGHT IN FILL AREAS.
PRIOR TO GRADING. PONDING OF WATER. HE/S SHALL CONTROL SURFACE
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO b. FIVE FEET OR MORE IN HEIGHT IN GUT AREAS, ur�E55 ENVIRONMENTAL DATA:
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY SLOPE 15 NOT SUBJECT TO EROSION DUE TO THE ER051ON OV DINER'S GER I I F I GATE
MONUMENT OR BENCH MARK WHICH 15 DISTURBED OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL RESISTANT CHARACTER OF THE MATERIAL AS APPROVED 1)
STEEPEST EXI5TIN6 NATURAL SLOPE ON -SITE _ 56 %
DESTROYED SHALL BE RE E5TABLISHED AND REPLACED BY A MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS BY THE CITY ENGINEER. I (WE) HEREBY
CERTIFY THAT A REGISTERED SOILS ENGINEER OR
RE61STERED CIVIL ENGINEER OR A LICENSED LAND UNTIL 5UGH TIME AS PERMANENT DRAINAGE AND EROSION (5EOL0615T HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER -ALL 2) MAXIMUM VERTICAL DEPTH OF GUT : 10
SURVEYOR. CONTROL MEASURES HAVE BEEN INSTALLED. 2, IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE GRADING ACTIVITY AND ADVISE ON THE
C - *VACTION -AND STABILITY OF
1. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE THE SITE.
3) MAXIMUM VERTICAL DEPTH OF FILL
ALL SAFETY DEV#CE5, INCLUDING SHORING, AND SHALL BE AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD HYDR05EEDED GROWTH.
RESPONSIBLE FOR CONFORM1146 TO ALL LOCAL, STATE AND SPECIFICATIONS. ALL VEGETABLE MATTER AND 4) AVERAGE DEPTH OF GUT
= 125 G.Y. x 21 '
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 3. HYDR05EEDIN6 MIX SHALL CONSIST OF ALL THE FOLLOWIN6: 3.8
FEDERAL SAFETY AND HEALTH STANDARDS, LAP45 AND 51GNA 5211 S.F.
ATE: � - 3 ! �
REGULATIONS CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL 15 TO Aumf ' -h
BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE 1. SEED MIX SHALL CONSIST OF NO LE55 THAN: 5) AVERAGE DEPTH
OF FILL = 441 G.Y. x 21 3.0
8. 6RADNN6 AND EQUIPMENT OPERAYIN6 WITHIN ONE -HALF (1/2) REMOVED TO SUITABLE FIRM NATURAL GROUND. THE a. 20 LBS. PER ACRE OF R05E GLOVER
4065 5.F.
MiLE OF A STRIGTURE FOR HUMAN OCCUPANCY SHALL NOT BE EXPOSED SOILS SHALL BE SCARIFIED TOA DEPTH OF b' AND b. 20 LBS. PER ACRE OF ZORRO FESCUE
EARTHHORK:
CONDUCTED BETI^EEN THE HODS OF 5 :30 P.M. AND 1,30 A.M. THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE c. 3 LEIS. PER ACRE OF E SCHOOL
CIA CALiFORNIGA LEGEN
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, d. 4 LBS. PER ACRE OF ACHILL.EA MILLEFOLIA GUT
= 125 G.Y.
HOLIDAYS. WATER AND - COMPACT THE FILL IN STRICT AC,GORDANGE WITH a. 3 LBS. PER ACRE OF ALY95W (CARPET OF 5NOhU
5PEGIFIGATIONS. f. 1/2 LB. PER ACRE OF DIMORPHOLECA FILL 441 C.Y.
�� NO. � 5YF'l�OL
�
4. NO 6RADIN6 OPERATIONS SHALL COMMENCE UNTIL A 9• ITEMS c, d, e, AND f OF THIS SUBSECTiON MAY BE PROPERTY LINE
PRE6ADiN65 MEETING HAS BEEN HELD ONSITE WITH THE 4. GUT AND FILL SLOPES SHALL BE GUT AND TRIMMED TO FINISH OMITTED ON LOCATIONS WHERE THE AREA
BEING IMPOR CPOR = 21b G.Y. EXISTING CONTOUR 255
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL 6RADE TO PRODUCE SMOOTH SURFACES AND UNIFORM GROSS HYDR05EEDED 15 NOT VISIBLE FROM EITHER A
2f 7551
ENGINEER, SOILS ENGINEER, 6RAVINv CONTRACTOR AND SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS PUBLIC STREET OR RESIDENTIAL STRUCTURES.
PROPOSED CONTOUR
PERMiTTEt. THE PREGRADE MEETING SHALL BE SCHEDULE SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY h. ITEM a OF THIS SUBSECTION MUST BE INCIOA
-ATED TOPOGRAPfi'
WITH THE C-3TY AT LEAST 46 HOURS IN A.DVANGE BY GALLING THE ENGINEER OF WORD AND LEFT IN A NEAT AND ORDERLY W1TH A NITROGEN FIXING BACTERIA AND APPLIED
CUT SLOPE (2 :1 MAX)
(760) 633 -2110. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER DRY EITHER BY DRILLING OR BROADCA5TIN65 TOPOGRAPHIC SURVEY PERFORMED
BY LA COSTA EN61NEERINIS
10. PRIOR TO HAULIN6 DIRT OR COWTRUCTION MATERIALS TO EXP05ED OR EXCAVATION OR EMBANKMENT SLOPES HH1CH•1 ARE BEFORE HYDR05EEDIN6. ON SEPTEMBER II,
1996 AND NOVEMBER 4, 1996. FILL SLOPE (2:1 MAX)
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO
ANY PROPOSED CONSTRUCTION SITE HITHIN THIS PROJECT THE DISP05M OF. THE TOE AND TOP OF ALL SLOPES SHALL BE THE JOB5ITE IN UNOPENED CONTAINERS WITH
TI-=- LIMITS OF GRADING=
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM RDM12ED IN ACCORDANCE WITH THE GRADING ORDINANCE. CALIFORNIA DEPARTMENT OF FOOD AND
THE CITY EN6INEER FOR THE PROP05ED HAUL ROUTE. THE FINISH ELEVATION
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND A6RIGULTIURE CERTIFICATION TAG ATTACHED TO Underground Service Alert
S. ALL TREES, BRUSH, 6RA55, AND OTHER OBJECTIONABLE OR PRINTED ON SAID CONTAINERS.
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE HITH MATERIAL SHALL BE PILED OR OTHERWISE J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE
GRASS -LINED SHALE FL
REGARDS TO THE HAULING OPERATION
DISPOSED OF OFF THE 51 TE B S Y THE CONTRACTOR 50 AS TO ADDED TO THE HYDRO EED SLURRY AT THE o C ell: TOLL
FREE
M. tFM FINAL C•OF'1F'LETION OF THE WORK UNDER THE 6RADiN6 LEAVE THE AREAS THAT HAVE BEEN CLEARED HI T14 A NEAT DISCRETION OF THE CONTRACTOR.
PERMIT 8UT PRIOR TO FINAL GRADING APPROVAL AND /OR
AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. 11- 800- 227 -2600 NEH b" PVC DRAIN PiPE
APPROVAL OF LOCATION OF DEBRIS FILE SHALL BE SECURED 2, TYPE i MULCH APPLIED AT THE RATE OF NO LESS THAN
FINAL RELEASE OF SECURITY, AN AS- •GRADED CERTIFICATION N FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE 2,000 LB IN? S. PER ACRE. TYPE
b MULCH (STRA MAY BE RIP -RAP D-40 SHALL PROVIDED E PER "THE GRADING UDDER PERMIT 015PO5AL OF ANY SUCH MATERIAL. SUBSTITUTED,
ALL OR PART, FOR HYDRAULICALLY RETAINING WALL G -2 N•N.0) -
NO. 603 0 - HAS BEEN PERFORMED IN SUBSTANTIAL. I
USED FIBER MATERIAL. VVFfE1V STRAW IS T � `�
CANFORMANGE HITH THE APPROVED GRADING PLAN OR AS D. EROSION CONTROL MUST BE APPLIED F11 RED TO THE SLOPE BY MECHANICALLY U5ED T TWO WORKING
DAYS BEFORE YOU DIG 12"x 12" CATCH BASIN NOS-1200 ■
SHOWN ON THE ATTACHED AS- GRADED PLAN O. THIS 1. IN CASE EMERGENCY WORK 15 REQUIRED, CONTACT PUNCHiN6 NO LE55 THAN "' OF THE STRAW INTO THE
PGG PAVEMENT G-18
� • .
STATEMENT SHALL BE FOL.LOhlED BY THE DATE AND
.,
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH JEAN NEMEYER AT (160) 153 -3328 SOIL.
GRADING OPERATION. 2. EQUIPMENT AND WORKERS FOR 113
Y WORK SHALL E FERTILIZER GDN515TINc5 OF AMMONIUM PHOSPHATE & AMERICANS WITH DISABILITIES NOTES SANDBAGS
0000(=0 �
3. FE L � I. ALL SLOPES SHOWN ON THIS PLAN HERE DESIGNED BEL�N1 MAXIMUMS ALLOhED
B ES . NOTIFICATIONS MADE AVAILABLE AT ALL TIM DURING THE RAiNY SEASON. SULFATE, I6-20 -0, ,N 1TH 15% SULPHUR APPLIED
AT THE BY THE AMERICANS WITH DISABILITY ACT ACCESS GUIDE (A.D.AA.6) IN ORDER TO ALLOW
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT RATE OF 500 LBS. PER ACRE. FOR CONSTRUCTION TOLERANCES. IT IS THE CONTRACTORS RESPONSIBILITY
TO
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY CONVENIENT LOCATIONS-7 TO FACILITATE RAPID CONSTRUCTION FAMILIARIZE THEMSELVES WITH
A.D- A-A.6. AND IN THE EVENT THAT A DE5164 QUESTION
PIPES AND STRUCTURES SW ON THESE PLANS WERE OF TEMPORARY DEVICES WHEN RAIN 15 IMMINENT. AREAS TO BE HYDR05EEPED SHALL BE PREPARED PRIOR TO SHOULD
ARISE, OR A FIELD CONDITION BE DIFFERENT THAN SHOPV ON PLANS, �
OBTAINED-BY A SEARCH OF AVAILABLE RECORDS. TO THE
BEST OF OUR KNOWL.ED6E THERE ARE NO EXISTiN6 UTELITIES 3 • DEVICES SW" ON PLANS SHALL NOT BE MOVED Oi;c HYDR05EEDtNG BY: WORK SHOULD CEASE
AND THE ENGINEER NOTIFIED 50 THAT AN ACCEPTABLE SOLUTION ENGINNTAS BLVD. �
EXCEPT A��. - 5H01yr ON THESE PUNS, HOyTEVER: MODIFIED WITHOUT THE APPROVAL OF THE - EN6INEERIN6
CAN BE DETERMINED. W w
, OI
i. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR 2. THE CTRAGTOR 15 ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING
� UU. W
INSPECTOR.
THE CAO1VTRAGTOR IS REQUIRED TO TAKE DUE A OF: TO A.DAA.6. ACCESS FOR THIS PROJECT. SINGE THE CODE DOES NOT ALLOW FOR A Z
PRECAUTIONARY MEASURES TO PROTECT ANY EXI5TiNG 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL GON5TRUGTiON TOLERANCE, ANY C0N5TRUGTION
THAT EXCEEDS MAXIMUM OR MINIMUM
UTILITIES OR-STRUCTURES LOCATED AT THE WORK SITE. DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE a. TRAGIC WALKIN6 SLOPES STEEPER THAN 6 :1.
DIMENSIONS AND SLOPES AS GALLED OUT BY A.DAA6. ARE SUBJECT TO REJECTION �y
iT 15 THE CONTRACTORS RESPONSIBILITY TO CONTACT CITY ENGINEER AF T ER EACH RUN -OFF PRODUG�NG RAINFALL. b. RIPPING AREAS THAT HILL NOT BREAK UP
U51N6 BY THE CITY AND MAY BE REQUIRED TO BE REMOVED AND REPLACED. REQUEZA ST LU Q
NG
THE FOLLOWING OWNERS OF SAID UTILITIES OR ITEM 'a" ABOVE. 3. NG
SiNGE THE CIVIL EINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR < O �
STRUCTURE-5 PRIOR T O ANY EXCAVATION FOR 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION GRADING AND CONSTRUCTION OF THE PROJECT,
THE CIVIL ENGINEER OR SURVEYOR
MEANS USED BY THE GENERAL. CONTRACTOR OR THEIR 5UB- GONTRAGTOR5 PURR G
VERIFICATION AND LOCATION OF UTILITIES AND
CONTROL MEASURES AS MAY BE RE-OUtRED BY THE CITY 2. CONDITIONING THE SOILS 50 THAT IT 15 5UITABLE FOR
Q
ERlF
NOTIFICATION OF COMMENCEMENT OF WORK: ENGINEER DUE TO-AN INCOMPLETE GRADING OPERATION OR PL ANTIN6 BY: A550ME5 NO RESPONSIBILITY FOR FINAL
ACCEPTANCE OF A.DAA.6. RELATE=D ITEMS
UNFORESEEN CARC49- 1 POCH MAY ARISE. OF THI5 PROJECT BY THE TY, ANY OTHER AUTHORITY, OR OTHER AFFECTED PARTIES.
a SEt�RS- CARDIFF SANITATION DISTRICT- (760) 633-2-110 a. ADJUSTING THE SURFACE 501E MOISTURE TO CI �j
� �
n
PROVIDE A DAMP BUT NOT SATURATED SEED BED. WHOLIANC.E HM THE A.DJi►" C.0NSTRMTION REWIRENENTS 1V*LL BE THE SOLE � �j <
!ry
b. GAS i ELECTRIC, - SDGi E- (600) 422 -4133 b. THE CONTRACTOR SHALL 13E RESPONSIBLE AND SHALL TAKE NEC PREGAI,"i IONS TO PREVENT PUBLIC TRESPASS
ONTO RESPONSIBILITY OF; THE 6 GOIiTI2AGTOR AND His TORS. � C
c. WATER - SAN DIE6UITO WATER DISTRICT - (160) 633-210q b. THE ADDITION OF SOIL AMENDMENTS, PH _
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS ADJUSTMENT, LEACHING -0R COVERiN6 SALINE SANTA FE D"
d: TELEPHONE - PACIFIC BELL - (7 44 60) 549 -6060 469 -31
GATV - COX C UNIGATiC�tS - (1 CONDITION. SOILS TO PROVIDE VIABLE CONDITIONS FOR PRIVATE ENG ''S INEER NOTICE TO CONTRACTOR
s.
GROWTH. CONTRACTOR THAT HE SHALL ASSUME SOLE AND C.OMPL.ETE 1 -5 Z
04INITAS rlRt SAN D_IEGU I TO CoMWIM SANITATION RESPONSIBILITY FOR JOB SITE CONDITIONS DURIN6 THE COUR5E OF
� a "
HYDR05EEDED AREAS SHALL BE MAINTAINED TO PROVIDE A CONSTRUCTION OF THiS PROJECT, INCLUDING SAFETY OF ALL PERSONAS AND
TION PC". HAT t DISTltIGT 12IST'RIGT VIGOROUS 6ROHTH UL T QUI
UNTIL PROJECT 15 PERMANENTLY PROPERTY; THAT THIS REREMENT SHALL APPLY CONTiNUOU!5LYAND NOT BE W
W yl Ws IEHED BY, REVD BY. LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE LIMITED TO NORMAL HORKING HOURS; AND THAT THE
CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE 011NER AND THE ENGINEER HARMLES5 FROM W W
PERMANENT LANDSCAPING, UNTIL THE PRO-EGT 15 COMPLETED ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTiGNN WITH THE
VICiINiTY MAP � Z p z
Il2 7/ 00 AND ALL SECURITY RELEASED. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
4 ;6 C
VALID FOR 2 YEARS DATE
VALID FOR 2 YEARS DATE VALID FOR 2 YEARS DATE ARISING FROM THE SOLE NEGLr7ENCE OF THE OY�MER OR THE ENGINEER. A A5
B U I LT N.T.S. z (� �
Wd�
REVISIONS APPROVED DATE DATE S "NCiN �CrA1LL'� GITM A�S CITY OP ENCINITAS ENGINEERING DEPARTMENT DRAWING
NO.
T. PLAN5 PREPARED UNDER SUPERV 15I ON OF
,,,oNI I►� . H �.. I . of 61001 N6 PLAN
REGVEZA 5T. AW ONO. B. DORAM HORIZONTAL I" = 20 REVIE AED BY, C/ a �Z G�P DATE& I q BYl ,AA .m BY 902 FM
ST.. EM.104TAS, GA. �V 30'�
q 1 1 CITY ems. T� VERTICAL i v / f. R�G.E NO 4 �}� 00 AP.N. 25 1- $11-02
� b ExP.� 6/30/01 PATE. J 27/ OR DATEI
JE VALID FOR 2 YEARS DATE` w�TE. L a ao r HORK PRO..EGT NO. 5HEET I OF 3
_.§
POR. OF
N 1/2 SW I/4 SW V4 W V4 EXIST. 48" R.G.P. WITH GONG. WIN& HEADWALL
cam, K TrM R4W SE" PHASE 11, DW&. 43486, APPROVED "-41 BY THE CITY OF ENCINITAS.
RO5. 11666
- _ EXI51, 0-15 -
I
1 r Cry j T E:
` I 26/24, 17 3, PG.31 rw
- IN BOX ' -d
IN. �' CONSTRUCT 12 x 12 NOS 1300/1266 DRA '`� —� AC DWG!
w/ 12" So. N05 -1211 DRAIN GRATE
D -
I 8♦ Mss +M/ st 16.1n aft T
CA -TCH BASIN �• Sord Grout
GL G K T 44r
UTtLI ` I ' ` c•�vwccee
SDGi E. F;EGORDED 11/26/2q, l(J t D
I POR OF
�4�
r� r-0-
I
51 / SN 1/4 SH I/4 ,•.��.,�� �� _
I I - w 4 e 16"o. ♦ sore Grout :pc hW r+lnc�fti t
NN 14 5EG I4 GON5TRUGT I' HIGH BERM AT
TOP OF 5LOPE TO PREVENT
G 1'-O" WATER RUNOVER♦ •
2 G. I T 15 R4�i 5E3M . e'.�` • •.
�6
R. 15. 1 1866
D •� � .��..,. �,.�.... per♦ ,• -r
G 4
POR. OF i l
PI
TO
5E 1/4 ' ` ( i I t ?� b N i� F-0uN0• tip
' ' ' , ` ', � � � t � � TYPICAL TOP OF SLOPE BERM ..�.
T 135 R4Y�l ' � � i � �� ,, � .
23 d
SO 74r
. WJRLL
S.W
78
0 li EXIST.
ti , 1 SL OPE
FF ='205.0 T� i
SECTION B — B 1
FG -26a 24 2
II
MANUFACTURED
N.T.S.
� � SLOPE
t
$
a � -
j
0 12"
f p REMOVE
EXISTG
' f - RET. WALL
R \ NEW RET. PER
1 SORSO G -2, PE 2. LI S DALE
sI ��
UTtLtTY EASEMENT , 1 / h _ NEW 4" G.O.
REC. 4/11/21, BOOK 13 f:' f J . �� �-
_! CL REEK tY
• GRADE W
EXIST. 30' ROAD _ _ —
EASEMENT PER
R.0.5. 2385
_
F'IZE S,SI1RF -TO- '' i �, i } t PRE55IJRE <
GRAVITY# #., �. \ ✓ 1 ? :� 296 MIN. FLOW ~
TRANSITION �. TT1Of+l , - TT ' ` �j(
--._ � � � GRAVITY � 4
G.o --
�,` NEH 3" AG FLOW
. M eASE.
t , ..0 '� r ON WTABLE N n
�s6 21 "W 430.01 .
Na8 ,e • , �, _ VI TY
4oti8"� 1 0 _ 5EI^ ER TRANSITION PRESSURE TO GRA
DRIVEWAY SECTION A A
PL N.T.S. LU
4" GRAVITY n
55 R LAT. 15 aFESS�q,,
GL OF RM)RE SECTION 15 EXTEND AG VW- TO �p Pi e
R5A)EZA�T. MATCH TO I6' PER FIRE DEPT. REGT. POR. OF
EXIST!& DWY. ..
-c �
H 14 SEG 14 EgI6 A wI
POP. of / `, * LU w
NE V4 5E V4 5EG IS PER DRS 18. E r Z Z
EXIST. 2 EASEMENT TI 3 5 R41N SSM 1� Q
PER R.O.S. 2385 T135 R4W Slam
d ArDB U I LT zQ
LU d a-
��= CITY A�' �'ltOti/ALS CITY OF ECINITAS ENGINEERING DEPARTMENT DRAWING NO.
REVISIONS DATE DATE DOWH MAIRK
PLANS PREPARED LWDER SL PERVISION OF NE R &qAV I NO PLAN
I.�T,A. s� Rows I1�E . H.H. 1 INT. OP
REGUEZA ST. AND cr+o. Et VOPAW HMZONTAL 1" = 20' VATIS _ I2# By$ BY 402 RE LEZA ST., EW- ITAS, GA~ (0030
�.o r m "NaK VERTICAL Rr..JL NO. 50344 DATES Imo! d 11 DATE. 1 tic) APx 251- 9I1-02
IN A"M 2"Al CAI" 611r OP �WA6 Exp j 6/30101 SHEET 2 OF 5
e. WORK P'R0.6GT NO.
POR• OF
N 1/2 5W 1/4 501 1/4 N14 1/4 J!X15T. 48" R.G.P. WITH GONG. HIW-7 HEADKNI-L
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REVISIONS DATE DATE 50NGH MARK BGALL' CITY As"F�"'}t+0'1/AL� CITY O!' !!NC.1I�ITAS ENGINEERING DEPARTMENT
DRAINING NO.
LOCAUX& s&C-R FLOA -1W • M.H. • W. OF PLANS PREPARED UNDER 5UPER OF W"E I ON WNTR+OL PLAN
Reauez^ 5T. /WD GNO. e. voa^vo FIORIZONTAL I" = 20' DATE. 1 1q BYl /j/� •/� BY 402 REaJEZA 5T„ EW.,lt4TAS,
GA. (0050 — �
PEWRDW TIPACK VERTICAL R 6P— NO. 50344 PATE: 1 / 2 7/ O J DATE. APA 2,54311�Z
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PAT" uTr OF EW -4NTAS Exp., 6/30/QI
� a M wows PRO.FGT NO. SHEET 5 OF 5