7788 PROJECT PLANS FOR THE DRAINAGE IMPROVEMENTS OF :
SANTA FE DRIVE AND BONITA D
CITY OF ENCINITAS CIQ
WORK TO BE DONE LEGEND SYMBOL
A. GENERAL EXIST. R/W--------------- ----------......................................... ................
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC - -
B�JO EXIST. C.L. ......................................................................................
WORKS CONSTRUCTION (2003 EDITION), THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND
THEREFROM SHALL APPROVED
A STANDARD
CI ENGINEER PRIOR
DRAWINGS 97 EDITION). ANY CHANGES OR REVISIONS ��CINL�pS EXIST. SIGNS.............. _ _ _
............................................... --- . .............so EXIST. CONTOUR------------
-------------- --------------------------------------------------- -°_. .. 3 xC
2. THE SOIL REPORT TITLED " STORM DRAIN IMPROVEMENT SANTA FE DR. BETWEEN BONITA DR. AND NARDO RD. °, PREPARED BY, 5 EXIST. WATER
MAIN ........ ............................... __............
GEOPACIFICA DATED APRIL 25, 2005 SHALL BE CONSIDERED AS A PART OF THESE IMPROVEMENT PLAN. ALL GRADING REOUEZA ST EXIST.
RECLAIMED WATER MAIN- --- --------------------------------
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. an EXIST. SEWER MAIN
............. .
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. o MELBA RD EXIST. GAS LINE-
--------------------------- ----------------------------
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT PROPERTIES DURING ~ W EXIST. CABLE TV-----cz
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE o
SATISFACTION OF THE ENGINEER. a m �o
EXIST. OVERHEAD ELECTRIC...........................................................
�ll J
5. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR N EXIST. UNDERGROUND ELECTRIC....
DESTROYED DURING CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA SANTA FE DR
o PROP. STORM DRAIN.................................. ------------------------------.
REGISTERED CIVIL ENGINEER OR A STATE OF CALIFORNIA LICENSED LAND SURVEYOR TO THE SATISFACTION OF � °
THE ENGINEER. z PROP. TYPE 'A' CLEANOUT..........................------ --9........................
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND B1RMINONPM OR J v PROP.
TYPE 'B' CURB INLET-----------------------------9-2....................... .
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, I-1
LAWS AND REGULATIONS.
PROP. TYPE 'F' CATCH BASIN- --------------------------D-7-------------- -------- -
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY PROP. MOD. TYPE 'F' CATCH
BASIN....-DETAIL--SHEET 2
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS
AND CITY RECOGNIZED HOLIDAYS. 5
8. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS siq MA NONESTER AVE PROP.
TRENCH RESURFACIN-G...............DETAIL-SHEET 5
ENGINEERING STANDARDS AND AS APPROVED BY THE CITY ENGINEER. N�tiFS�F PROP. AC PAVING SECTION---- ---_ 0
------- -------- -------- ---------
9. APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT PROP. SAWCUT LINE. .......................
............................................... .
BOUNDARY
10. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PROP. AC SPILLWAY....................
--------RSD---D--22...........................
PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. ^ VICINITY MAP w
1---I NOT TO SCALE
11. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM I„y PROP. PCC
APRON ...............................RSD D--20- --------- a a
A BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN HEREON 0 DIRECTION OF DRAINAGE.............__
-------..........................................
AND OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
I i T I III i is FINISH GRADE ELEVATION . ........................... Fp 301, p0
12. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL CONFIRMED BY FIELD q " SHEET 3 SHEE�' 4 SHEET I
MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS Ij f
a 00
AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF CONSTRUCTION TO ' I. INVERT ELEVATION...............
................................... ........ . ..... .. iE 3
0•
PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
FLOWLINE ELEVATION F app p0
13. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR - - - - - = -` _-a+ '- 4 - t -- E-4
--;�- p0
3
COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1-800-422-4133 DIG ALERT)
1-800-422-4133 ( TOP OF DIKE ELEVATION------------------------- ---- - -----------------------
�D
B. THE CONTRACTOR SHALL NOTIFY THE SBC COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY * SopO
1 EG
FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1-619-546-3606 }a $' „ < I . _ I, ?„+, a g:,'
s EXIST. GRADE------------ ................................. _..........
C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY
FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1-760-633-2709 KEY MAP
D. THE CONTRACTOR SHALL NOTIFY THE COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY SCALE: 1"= 100'
FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1-760-806-9809 (EXT. 2294)
E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES B. NOTIFICATIONS (CONT.) D. EROSION
CONTROL
(RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1-760-753-6203 (EXT. 32) 2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION.
PHONE: (760) 633-2770. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760)633-2778
14. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE. NO ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION
AND REMOVAL. 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (1-800-422-4133)
NOT DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
LESS THAN TWO (2) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS PROJECT. THIS CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
OF TEMPORARY DEVICES WHEN RAIN NOTE TO CONTRACTOR.
15. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS REQUIREMENT SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN
THE PUBLIC RIGHT-OF-WAY AND TO IS IMMINENT.
AT ALL TIMES. EXCAVATION WORK CONDUCTED ON PRIVATE PROPERTY. 3. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
AND OBTAIN THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON
APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START OF ANY WORK. DEVICES SHOWN IN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS
AND ARE SHOWN FOR
16. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED ID BE REMOVED SHALL F SALVAGED AND THE BENEFIT OF THE CONTRACTOR.
ACTUAL LOCATIONS AND SIZES MUST
RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT OF WAY, THAT ARE NOT THE SWPPP SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
C. GRADING BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IT IS THE
DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION
CONTROL DEVICES TO WORKING ORDER TO THE CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY
CONTRACTOR AT NO COST TO THE CITY. 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE SATISFACTION OF THE
CITY ENGINEER AFTER RUN-OFF PRODUCING RAINFALL. MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES
AND PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED WHETHER SHOWN OR NOT ON THESE DRAWINGS.
17. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE
REMEDIAL MEASURES TO BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
IN THE FIELD. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CIRCUMSTANCES WHICH MAY ARISE.
18. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. CONTROL MEASURES HAVE BEEN INSTALLED. 6. THE CONTRACTOR
SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
B. NOTIFICATIONS 2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE PUBLIC TRESPASS ONTO AREAS WHEN
IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. SHEET INDEX
WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE
APPROVED SWPPP SHALL BE SHEET NO. SHEET DESCRIPTION
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
LOOSE FILL AND ALLUVIAL INCORPORATED HEREON. 1- ----------------------------TITLE SHEET SHEET INDEX
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS
SHALL BE SCARIFIED TO SHEET/
SHEET
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 92 PERCENT. IT SHALL BE THE CONTRACTOR'S 8• GRADED
AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE 2-----------------------------NOTES, STREET SECTIONS
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
WITH SPECIFICATIONS. AT THE CONCLUSION OF EACH WORK DAY. 3.............................SANTA FE DRIVE (STA. 9+84 - 16+00)
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED
SWPPP SHALL BE IN PLACE AT 4.............................SANTA FE DRIVE (STA. 16+00 - 23+00)
CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR 3. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACES AND THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY 5.............................SANTA FE DRIVE & BONITA DRIVE (STA.
23+00 - 23+35.65)
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED,
PLANTED PERCENT (407). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
a. SEWERS - ENCINITAS SANITARY DIVISION AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION.
ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO
PROVIDE EFFECTIVE COVERAGE OF
b. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF GRADED SLOPES
(90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPE SHALL BE STABILIZED
c. WATER - SAN DIEGUITO WATER DISTRICT (800)422-4133 DIG ALERT ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE WITH
BONDED FIBER MATRIX PER CASQA DETAIL EC-3 OF THE CONSTRUCTION STORM WATER.
d. TELEPHONE - PACIFIC BELL BEST MANAGEMENT PRACTICE HANDBOOK
e. CABLE TV - COX CABLE 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AND
f. RECLAIMED WATER - SAN ELIJO JPA HAULED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN
CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR QPOFESSIp�,
SAN DIEGUITO WATER DISTRICT TO THE DISPOSAL OF ANY SUCH MATERIAL. QUO Pp6ERTG��$
HALE ENGINEERING 10 Nu.67200 BASIS OF BEARINGS
Fxp.�Z i106Z a THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83
CIVIL ENGINEERING SURVEYING LAND PLANNING (� , p`a- SI3t/ok' ZONE 8 GRID BEARING ALONG THE CENTERLINE OF
MELBA o
REVIEWED BY DATE: d} ��� ROAD. IE. S 89029'40" E AS DETERMINED BY GPS METHODS N
7910 CONVOY COURT (858) 715-1420 ¢ IN R.O.S. MAP NO. 17471.
SAN DIEGO, CA 92111 (858) 715-1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED r\i
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESJGNED BY DRAIWN BY CHECIKGED BY APPROVALS
CITY OF ENCINITAS p/ pEN�GIINNEERIwNGG DEPARTMENT DRAWING NO.
BENCHMARK: OC-0020 PLANS PREPARED UNDER SUPERVISION OF RECOMME APPR V D TITLE SHEET FOR: DRAINAGE IMPfIV11GME1�11
PLF11�1a7 N
DESCRIPTION: 1/2 IN. IRON PIPE
HORIZONTAL 1"=200' �� ._ j /' / M
LOCATION: S/0 BALOUR DR & SANTA FE DR APPROX DATE: /?ry Z BY: J BY: p L 0032-DI
CA OF PROLONGATION OF BALOUR DR %�LPd���j 67200 LERO BODAS, R.C.E. 22312 PETER COTA ROBLES, R.C.E. 52176 SANTA
DRIVE z
30 FT S/0 SANTA FE DR 2.4 IN E/0 VERTICAL NONE -y-�-- R.C.E. N0.
CDR OF 6 FT CYCLONE FENCE JOHN R. GIBBON EXP. 12/31/2006 DATE: S�3/�06 DATE: S / D SHEET
1 OF 5 mo
WORK PROJECT NO.CMD04A
ELEVATION: 328.430 FEET DATUM: S.D.000NTY BON�TA DRIVE 0
:. FILTER BODY
WORK TO BE DONE CONT.) STAINLESS 51tEL - ATTACOWNT wNAk
�
SuPPM FRAME E. HYDROSEED AND BONDED FIBER MATRIX F. IMPROVEMENTS RI/`W
107' R/W
1. HYDROSEED AND BONDED, FIBER MATRIX SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING
SERVICES H€�taaEaF'
CtPRNe t
TO VERTICAL) OR STEEPER WHEN THEY ARE: DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY AT NO COST 51 � Ot��T -,
� --AdsoTiTwNT-�u:�b
TO THE CONTRACTOR. BRACKETS `, POUCHES
a. THREE FEET OR MORE IN FILL AREAS. EXIST. SIDEWALK EXIST. AC
2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE PAVEMENT
b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE
TO EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.1. A PERMIT SHALL BE
OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT \ /EXIST. GROUND _ n
�/ r
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY AT NO COST TO THE � -
_ _ � l - _ - - ' - � � � n '- ,
GROWTH OF THE HYDROSEED AND BONDED FIBER MATRIX. CONTRACTOR. i
3. HYDROSEED MIX SHALL CONSIST OF ALL THE FOLLOWING: 3. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT-OF-WAY SHALL BE EXIST. 12" RECLAIMED WATER
LINE 8 - 2 I 8'
MODULAR DESIGN FOR
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, 4.5' EASY REPLACEMENT OF
1. SEED MIX SHALL CONSIST OF NO LESS THAN: CURB, CROSS GUTTER AND PAVING.
a. 20 LBS. PER ACRE OF ROSE CLOVER 35' FILTER COMPONENTS
b. 20 LBS. PER ACRE OF ZORRO FESCUE 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE EXIST. 12" iEOPR€woSI
ES)
c. 3 LBS. PER ACRE OF ESCHSCHOLZIA CALIFORNICA
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION WATER LINE' °
d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND
e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF PROP. 30" HDPE PROP. 30" HDPE DURAI&LE WOVEN
STORM DRAIN STORM DRAIN MESH FILTER WDY NOTESo
CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY
f. ITEMS LB. PER ACRE OF F THIS SUBSECTION BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 10+00 - 12+90 13+50 - 22+70 REPLACEABLE
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA RECEIVING v w �7 ADSORBENT-FiL44
ma+ceh t+tani gaezextaa.
HYDROSEED AND BONDED FIBER MATRIX IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. rr TYPICAL SECTION - SANTA FE
DRIVE raceCa+ES 2 motall c r,�nashoRbe r , e 1.
1 E l� 1 1 3.Adf9E 10 d tlon deirt 9*SAIGh balin,wO,tfN9K IW31�A-
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED # TRtr mad shah be
FasarTbat" Ineumew and akwalned F+
DRY EITHER BY DRILLING OR BROADCASTING BEFORE APPLYING HYDROSEED AND BONDED FIBER MATRIX NARDO ROAD TO BONITA DRIVE feco.nmandati
orrs,for maintfrow e
accorYom" "r`6 ilowor"`e, otAUna•
Maraaraclwer's
L ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED CONTAINERS WITH 5.Haler to LOOKING EAST
prove"
.CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED T0, OR PRINTED
ON SAID CONTAINERS. NO SCALE 6. FaAww"orwasaw too inamma wimoutaauireao-t pwchw durlog tour"of eaest
ruction m a asdimant®tdovo control 9euice.After
install merar6era pouches.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED AND BONDED FIBER MATRIX SLURRY AT THE DISCRETION cwnstrwliim.r
on ro acdimone arxt
OF THE CONTRACTOR.
i
4. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) 20' EASEMENT R W 55' R/W R/W -
WIGH LO -- APPLICATION CHART'S
MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW I 25' 3D' ; M EL
IrilatiD QraolQRa I GIiY1MI�tTi__
IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF I r I
THE STRAW INTO THE SOIL.
1 FF,IED i i8'x is, t9' x Is'- GRATED INLET
/ i �:. APP-766 2Q x 20 GRATED<NLVT }
5. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULFUR APPLIED AT THE I TE ST. AC F Ta�s56
- f a x�s.- I x 40 RATEG7 6NLET
RATE OF 500 LBS. PER ACRE. VEM ENT teasbca re xSS ze x40' COMBINATION INLET
EXIST. PCC - - - - FF.24D ' a#=�2a 20'x 20" GRATED INLET
AREA TO RECEIVE HYDROSEED AND BONDED FIBER MATRIX SHALL BE PREPARED PRIOR TO APPLICATION BY: I CHANNEL -` - - - - -
" 2 4`x 46• 3, PxRATT2t7€NCTT s
TOP VIEW FFRF24t7 2a bie 25`Mai f CIRCULAR INLET
6. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: / EXIST. GROUND EXIST. 8" WATER FF 246OO 24'
24 p re x 26" x czxt6BSATiaN INk�-
i FF-2436C!O I 24"a 38" E 24°x 44° Go!!RAKAT+f�N INLFt
a. TRACK WALKING SLOPES STEEPER THAN 6:1. I / stL3AN66T�ttI� i
b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE. / MLI ANDU€81fif. 3 1
EXIST. 16" WATER
7. CONDITIONING OF THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: I // STORM DRAIN Fi0✓3erd` Flkea instrta are
deagafiv ratth brraims wrzn
EXIST. 2" GAS EXIST. 12" RECLAIMED WATER approximate eK4wvtka"s thaw-r.
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. V
b. THE CONDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS EXIST. 8" SEWER--\0 a g B
TO PROVIDE VIABLE CONDITIONS FOR GROWTH. rATC14 CATT:ri BASIN _t� CURB OPENING
HYDROSEED AND BONDED FIBER MATRIX AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT r /� jT MANHDLe BEM
IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEED IS THE PERMANENT LANDSCAPING, TYPICAL SECTION - BONITA DRIVE
1 SECTION 1 il,
UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. ttTwtolF REMOVABLE arsrea
G. CONTRACTOR'S RESPONSIBILITIES SANTA FE DRIVE TO TREASURE VIEW LANE -' FILTER HAWt DSOR REPLACEABLE ISEE
NOTE Bi -- .� % -
r FUTTERJE
I ` traSlrt;iiE'AF�1T FICt.F93 -'.
LOOKING NORTH -
'� st• Tar�R�Cnv�
1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT NO SCALE ti,r,, SECTION VIEW fiLrFfl
AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, g= srtsxFT
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL
FU651L ROCK6
SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. T CATCH BASIN INSERT FlbtEB "
rLa•GAab° adeTrluta eatxc a,d x a°
2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS INSERT FaT a 3A,xNi
BOLT
f , GASKET _ � , �` FOR TYPE 'G' INLET 1 13 PER
DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. w NOT TO SCALE BODY SECT�N9
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING Ict; Ha�FwiNat SIDE VIEW
HOURS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND/OR ANY BENCHMARKS a aa� ttaa
WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE e OtT €6i
REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION SET BY A STATE OF CALIFORNIA FLaA '" ''
-
yam'
LICENSED LAND SURVEYOR OR A STATE OF CALIFORNIA REGISTERED CIVIL ENGINEER AUTHORIZED F^LTER BODY
ANCHOR ANCHR DETAdL
TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL SUPPLEMENTAL INSERT
LAND SURVEYORS ACT.
BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE FLO-GARD DETAIL CONNECTION
DETAIL
NOT
4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. FOR SUPPLEMENTAL INSERT FOSSIL FILTERS TO SCALE
B CURB INLETS AND
P� �� TYPE ,F, C.B. WINDOW INLETS
NOT TO SCALE
5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE NOT TO SCALE
UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES
THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE
UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING POTHOLING THE RIM /
CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING
UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL
ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR
TO THE START OF UTILITY INSTALLATION.
6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING
THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT
LEAST (3) DAYS PRIOR TO START OF ANY CONSTRUCTION. I 44pg 1.5'
12" MIN. I \I
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MoD. TYPE D CATCH BASIN DETAIL
NO SCALE MOD. TYPE 'F' 23+35.65 QAOFESaro
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HALE ENGINEERING .63, F , 72. 0, FS 27, 5, IEo �=QOBEA>G,�� �S�
RIM 273.63, FL 272.00, FS 272.75, IEo 266.95 q r N
ALL OTHER DETAILS PER RSD D-7 is o No.67260 0
CIVIL ENGINEERING SURVEYING LAND PLAJVNAfG NOT TO SCALE Z 3e"
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7910 CONVOY COURT (858) 715-1420
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SAN DIEGO, CA 92111 (858) 715-1424 FAX ,py crane
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
BENCHMARK: OC-0020 M
JG JG JG APPROVALS
PLANS PREPARED UNDER SUPERVISION OF RECOMME E APPRQ ) DETAIL SHEET FOR: M
DESCRIPTION: 1/2 IN. IRON PIPE HORIZONTAL NONE ll DRAINAGE IMPROVEMENT PLANS �
LOCATION: S/0 BALOUR
PRO N & SANTA FE DR APPROX DATE: Zr1 BY: SANTA FE DRIVE 0
BY: P° 0032-DI
C/L OF PROLONGATION OF BALOUR DR LEROY BODAS, R.C.E. 22312 PETER COTA ROBLES, R.C.E. 52176 �� o
30 FT S/0 SANTA FE OR 2.4 IN E/0 VERTICAL NONE R.C.E. N0. 67200
CDR OF 6 FT CYCLONE FENCE JOHN R. GIBBON EXP. 12/31/2006 DA�O S�3i �6 DATE: /3/ 66 WORK PROJECT NO.CMD04A
BONITA DRIVE Z
ELEVATION: 328.430 FEET DATUM: S.D.000NTY SHEET 2 OF 5 0
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