HomeMy WebLinkAboutDWG 403-4A; CT 01-10; VILLAGE BY THE SEA; 01-11ENC/NEER NQT£S
1. REl,,?S/ON OF llfESE PLANS MAY BE REOIJIREO IF THE PROPOSED
IMPR01'FMENTS ARE NOT CONSTRUCTED PRIOR TO llfE OEAOLINE DAT£ OF llfE
IUPR01'FMENT AGREEMENT.
2. THE EXISTENCE ANO LOCATION OF UllllTY STRUCTURES ANO FACILITIES SHOWN
ON llfE CONSTRUCTION PLANS /'ERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLEO TO l'HE POSSIBLE EXISTENCE OF Ol'HER
UTILITY FACILIT/£S OR STRUCTIJRES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM llfA T SHOWN ON llfE PLANS. llfE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT llfE UTILITIES SHOWN ON l'HE PLANS ANO
ANY Ol'HER EXISTING FACILITIES OR STRUCTIJRES NOT SHOWN.
J. llfE CONTRACTOR SHALL ',FR/FY l'HE LOCATION OF All EXISTING FACILIT/£S
f;Af/01,FGROUNO AND UNDERGROUND) Wll'HIN l'HE PROJECT SIT£ SUfflCIENTl. Y
HEAD OF llfE CONSTRUCTION TO PERMIT l'HE REl,,?SIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTIJAL LOCATIONS ARE IN CONFLICT Wll'H
THE PROPOSED IIORK.
DECLARATION Of H£SPONS/8/,£ CHAHCE
I HEREBY DECLARE THAT I AM THE ENGINEER OF IIORK FOR THIS
PROJECT, THAT I lt41'F EXERCISED RESPONSIBLE Clt4RGE 01,FR THE
DESIGN ON THE PROJECT AS DmNEO IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS COO£, ANO THAT THE DESIGN IS CONSISTENT WITH
CURRENT STANDARDS.
I /JNOERSTANO THAT THE CHECK OF PROJtr:T DRAWINCS AND
SPECIFICATIONS BY THE CITY OF CARLSBAD DOES
NOT RR/EVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBIUTIES FOR PROJECT OESIGN.
OZl4Y CONSULTANTS, INC.
5900 PASTEUR CT. ST£. f(}(}
CARI.SBAO, CALIFO,'?NIA 92008
{760} 931-7700
fa-:'i¾f fP z:'.)~ OATE.-_.£>d_jf.,+f,_OOZ-
(l£0RGE IYY/
R.C.£ NO. 320/.1. EXP. 12/31/0~
QWNER:S-CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REG/ST£REO SOILS ENGINEER OR
GEOLOGIST IMS BEEN OR Will BE RETAINED TO SUPERl,,?SE OVER-ALL
GRADING ACWTY AND AOl,,?SE ON THE COMPACTION ANO STABILITY OF
THIS SIT£ _/ . £ ~/JfAY/AJ?142 \/ p
NAME: (/
()~ I 7, 2-002.
OAT£ '
SOILS ENCINEER;s' CERTIFICATE
I, 1Cf-f T !t TU C--1<'-€-L , A REG/STEREO CML
ENGINEER OF THE STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE RELO OF APPLIED SOILS MEC!t4N/CS, HEREBY CERTIFY THAT A
SAMPLING ANO ST/JOY OF THE SOIL CONDITIONS PREVALENT WlllllN THIS
SIT£ WAS MADE BY ME OR UNDER MY 0/RECTION ON AUG. 8, 2000 TWO
COPIES OF THE SO/lS R£PO/?T COMP/1.£0 FROM THIS STUDY, WITH IIY
RECOMMENDATIONS, lt4VE BEEN SU8MfTTE[J 70 THE OFFICE OF THE CITY
ENGINEER.
SIGNED:
OAT£.·
LICENSE EXPIRATION OAT£.·
,-
OCEAN
\\ I I I 1 I I 1 \\ \
CITY 0/F ENCINITA!I
Wt;INllYJIAP
NO SCALE
CARLSBAD TRACT NO. CT
SEA
01-10
VILLAGE BY THE MJBK TQ BE OQNE ·
THE GRADING WORK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS ANO FllLS, REME[}/AL GRADING, DRAINAGE
FAC/Ul/ES, EROSION CONTROi. FACIUT/£S, ANO PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT
GRADING PLANS, AS-BUil T GEOLOGIC MAPS ANO REPORTS, All AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO .
THE CITY STANDARDS, SPEC/RCA TIONS, REQUIREMENTS. RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS.
INOEX MAP
SCALE: 1 • • 50'
/
I
L{CEND
~ ...
---n --a
I ~·+...!r➔-~20!!...'--+--'7'4_..!.,a.~.5"!...'-w--Bu1L01NG'--~:l---if'!o'!_'_-B---Bl~DING--"'
'O'
GEN. UTILITY
EXISTING FIR£ H'IDHANT
PHOPOSl.7J FIR£ HYDHANT
EXISTTNG STTfEET IJQIT
PRfPOS£D STREET IJQIT
/
EARTHWORK Q{IANT!TlfS
CUT: 16,100 CY
ALL: I 400 CY
EXPORT.· _..:._14"',7''-"'00=----CY
REMEDIAL GRAf)ING: 4 500 CY
NOTE: THESE QUANTITIES ARE FOR BONO/NG PURPOSES ONLY.
THEY 00 NOT INCL/JOE SHRINKAGE OR EXPANSION.
PHOJECT LOCATION
ASSESSOR's PARC£/. NOs. 203-172-6,1,8,11,12,16,21 & 23
CALIFORNIA COOROINATE INDEX: N 362 £ 1665
LECAI, DESCRIPTION
l'HOSE PORTIONS OF BLOCK 5 ANO CHRISTIANSEN WAY
{FORJIALL Y CEDAR A 1£), IN THE CITY OF CARI.SBAO,
COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING
70 AMENDED MAP THEREOF NO. 775 FllEO IN THE OFRCE OF
SAID COUNTY RECOROER. FEBRUARY 15, 1894
OWNER I QMLQPER
ANASTASI DEl£LOPMENT COMPANY, L.L.C.
1200 A WA 770N Bl /ID.
REDONDO BE.'ACH, CA 90278
PHONE· (310)198-9772
CML ENC/NEER
OZl4Y CONSUL '/ANTS, INC.
5900 PASTEUR CT., ST£ 100
CARLSBAD, CA 92008
SOURCE Of TQPOCHAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY SAN-LO
AERIAL SURVEYS (JN 10995) OATEO: OCTOBER 10, 2000
~
. ~
. I 1"'
r..:.--BUILOING---4-~L-w---'LO/NG . 13' I ,fl)' ~ 8IJI. ·---,.1..........!!!.._ ..... ___ _j'.\!_ ___ ~
~ 10,J.'' 17.67' 12' ~
. ANGLED ~
•
TILITY FF=M.50
THE GRAOING WORK SHALL 8£ P£RFORl,l£D IN ACCORDANCE 111TH THE FOt.LOWING /XJCI.II.IENTS, CURRENT AT THE TIM£
OF APPROVAL OR AS 0/RECTEO BY THE C1TY ENGINEER:
f. CARLSBAD MI.INIC/PAL CODE OATEO NOVEJIBER 23, 1994.
2. STANDARDS FOR iJEs!GN & CONSTRUCTION OF P/JBUC WORKS IMPROVEMENTS IN THE CITY OF CARI.SBAO, 1993 EDITION.
J. lHIS SET OF PLANS.
4. DESIGN REVIEW BOARD RESOLUTIONS 285, 286, 287 ANO 288 OATEO JUNE 24, 2002.
5. l'HE STANOARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SO/lS REPORT AND RECOMMENOATIONS BY NORCAL ENGINEERING PROJECT NO. 8710-00 OATEO AUCUST 14, 2000.
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS U4Y BE MOD/FIED BY THE CllY OF CARLSBAD STANDARDS.
LECENO NOTE.· QUAfff/TIES SHOWN HEREON ARE FOR BONO/NG PURPOSES ONLY. ACTIJAI. OUANTITIES U4Y /l!4RY.
O£SCRIPTION
SIJBOMSION 80/JNOARY
EXISTING CONTOUR .
PROPOSED CONTOUR.
STO. OWG.
0A 'tl/GHT LINE . . . . . . . . . . . . . . . . . . . . . .
EXISTING SPOT ELEVATION . . . . • . . . . . . . . . . . .
EXISTING FlOWl.lNE ELEVATION • . . . . . . . . . . . .
CUT OR FILL SLOPE LINES . . . . . . . . . . • . . . .
RN/SH fi..OOR £LEVATIONS . • ...•••.•••..•.
TOP OF C/JRB/GIJ77£R ELEVATION. . . . . . • . . . . . •
fl.OWL/NE £/£VAT/ON • . . • . . . . . . . . . . . . . • . •
FINISHED GRADE SPOT £LEVATIONS ...•...•...
FINISHED SIJRfACE SPOT ELEVATIONS ..••••..••
RETAINING WAil (SEPARATE PERJIIT REQUIREO} ••••..
SYAIBOL -------
----110-
__ 't'.,_ ____ j',_
.ffiJl-
-<ftli'.51...,
-\I -'R'-V---_.J _ _,a _L __
FF=7ao
85.63 l'C • 85.IJ G
86.22 n,
81,.1 •
• 85..07 rs
SOUND WAil (PER LANDSCAPE PLANS} . . . . . . . . . •
18' RCP STORM DRAIN .......•...•...... = ⇒i!E=--= -
18' M STORM DRAIN . . . . . . . . . . . • . . . . . . . -="⇒'i!E=--= s=
12' M STORM DRAIN . • . . . . . . . . • • . • • • • • • = :w6~ =-e:
8• M STORM ORAIN . . . . . . . . . . . . · . · · · · · ----se-.----
36"X36 • BROOKS BOX OR £OU/VALENT-. . • . . . . . .
24"X24 • BROOKS BOX OR EQIJIVALENT. . . • . . . . . .
l'IP£ 'A' CLEANO/JT. • . . . . . . . . • . . 0-9.
TYPE 'G' CATCH 8AS/N. . . . . • . . , • , D-8.
TRENCH GRAT£ {POlYCAST -PRESLOPEO TRENCH •...
DRAIN SYSTEM -SERIES 40() OR APP. EQUAL}
GREASE INTERCEPTOR {JENSEN PRECAST ...•.....
MODEL 5000£E OR APP. EQUAL)
AC PA1'FMENT. ..................... .
PCC PA1'FMENT. . . . . . . • • . . . . . . . . . . . . .
CURB Dl/Tl.ET. . • . . • . . . . . . . . . D-25
SIDEWALK UNOERORAIN .....••... 0-27.
P.C.C. 6' CURB & GIJTTER ....... G-2.
6' CURB ..............•.. G-1 .
PEDESTRIAN RAMP. • . . . . . . . . . . G-27.
P.C.C. SIDEWALi(. ..........•.. C-7.
=~
-2...Z~
-~
=~
~
~
f I
1-. , • · '. · I
@
I~
P.C.C. GIJTTER-.,,, .. ,,,,,,,, • ·,,,,,,,, ~-~--~
OU,4NT/TY
6510 S.F.
,fl} l.F.
208 L.F.
203 l.F.
9$Z L.F.
6 EA.
3 01.
1 EA.
2 EA.
2 EA.
1 EA.
11298 S.F.
25721 S.F.
2 01.
3EA.
415 l.F.
/,f/)5 l.F.
2 EA.
5n5 s.r.
668 S.F.
DESIGNED BY: G.0. DATE: JUNE 2002
5900 ?(1$1:eur Court
Suite 100
Carlsbad, California 92005
760-931-7700
Fox: 760-931-8680
Civil Engineering
Planning
Proce~si~
Surveying
DRAWN BY: _.,J.S,.,_. ___ SCALE: AS SHOWN
PROJECT MGR.· G, O'D, JOB NO.: 00-1029
ENGINEER OF WORK:
/2
GEOl!lll' 0'£1'-Y R'r,E: 32014 EXP: 12/31 /04 .,.,.,.,. PARALLEL...,,..._,
PARKING
EXISTING I 50.12
GROUND~_ ~·~6=~=i~2~0X~J:=:J""""'.~P.~i4~TIO
51.83 r"'~=5~4=.50fi=~-i""ii!:EA,,-JYEN--T~F"'r==~=-50~7 5a46
;:;;; 26' 1-->"""'.!.-'17~ PATIO
50.46
PATIO
FF=5450 EA 'ENT COL/JI.IN .
52.17 r'-'-"=fi:~....;;~..L-~:J:i"r-s2.17 · lf11"! • PARKINC....l•l"I-l<:j PLANNING DEPARTMENT APPROVAL * AS 0BUIL T'
I t,FGETA TED SWALE
CAUTION J.I
CONTRACTOR TO VERIFY TH£ EXACT
LOC4110N OF £XIS71NG UllllllES IN TH£
RELO PRIOR TO CONSTRUCTION!
NOTE!!
£l£CTRONIC OATA FllES AR£ FOR R£FER£NC£
ONl Y ANO AR£ NOT TO 8£ USEO FOR HORIZONTAL
OR VERTICAL SURVEY CONTROl.
GF=39.92
\7.5• CONC OVER 6' A.B.,
PCC SIOEWALK
Ill/ERE A.C. PAl,,?NG USE~• A.C.
OVER 6' A.B. UNLESS
OTHER/lfSE 0/RECTEO BY SOILS
ENGINEER
SECTION A-A
SCALE: 1• -20'
.,.,·i-1--=-ci~-v GARAGi DOOR "<I I~
1--1-"i I-IY2...-.....I-..V -·
GF=J9.92 VAR. -=39.9R' ----. ---
2.0% -
.J'PCC_/
2.0X
RIBBON GUTTER
1.5" CONC Olf'R 6' A.8.,
DATE: / /
IIICDAIL 1. HOLZIIIWR. PLOOIIIIG Dil!l!Cl'UR
( .. . .
\ )be, bk[., «10To•e) DATE:/D/J.'f/{)2..
f-foo~,..,,..., l~~l-LoPi'-1~.._,., D"-~~o,c
RICOIIIIINDED BY: \.o1-i R~::~)
p;a2s:
DATE
INSPECTOR
MfERE A.C. PAVING USE 4• A.C.
OVER 6' A.B. UNLESS
OlHER/lfSE OIRECT£0 BY SOILS
ENGINEER I SH1EET I CITY OF CARIBBAD l-----l-----1-----------------+---1----l----+----1 ENGINEERING DEPARTMENT
l-----11----+----------------1---+--+----I---I Lill
GIWJINtJ PlANS f'OH:
BENCHMARK: If'
VILLAGE BY THE .sl"A
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
BRASS CAP STAMPED OC 155
CARI.SBAO Bl /ID. & R.R. BR/OGE 9' EAST
OF CENTERI.INE OF TRACKS ON CONC.
BASE OF SWITCH BOX SIGNAL
COUNTY BENCH LEl£/.S {Na COUNTY VERT.
CONlllOL DA TA} PAGE I.Jo
20.04 DATUM: NG/ID OF 1929
#27703 17i. O
DATE INITIAL
ENGINEER OF WORK
!>!s f?,E///5/:: /7,1/15// /Zot?/? f c,AR.4('E /JOCYi'
/ I
A;VtJ lfEYISE SEif/Ei? 0# Sh"7.5'. S AA'L! 6.
M l?EY. SltT ,f' T(? Ii'£//. r?AJ'Sf/ /ZOcJ/i' 8.£K
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
G1\JOBS\.001029\0029G01.Dv/G 10-16-02 2150118 pM EST
APPROVED
&ef-~ J.,t1/ge,i,6 ,,...-LLOYD B. HUBBS
PE 23 EXP! S 12-31-05 Cl1Y ENGINEER
DWN BY: ~
CHKD BY: =,c.,...-
RVWD BY·i:r:
PROJECT NO.
C.T. 01-10
XREFS: 0029G; 0029SITE; 0029TP01; 0029GLY; 0029MAP; 00297utl; 0029UTL
C.T. 01-10
DRAWING NO.
40J-4A
7
,111302
060303
111103
[ __
CHAQINCNQTES
{IN ADDff/ON TO TH£ REQIJIHEUENTS OF CHAPTER 11. 06 OF THE
CARLSBAD WNICIPAl COOE.)
1. TIHS PLAN SUPERSEDES All OTHER PLANS PRE'IIOI/Sl Y APPROV£D er THE CITY OF
CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN fJOES NOT LESSEN OR WAM ANY PORTION OF THE CARlSB4D
ltlUN/C/PAl CODE. RESOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER
ADDITIONAL DOCUMENTS LISTED HEREON AS THEY M4 Y PERTAIN TO THIS PROJECT. THE
ENGINEER IN RESPONSIBlE CHARGE SHALL REY!SE THESE PLANS WHEN NON-
CONFOR!tlANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS fJOES NOT RELIEVE THE OEVElOPEROR ENGINEER-OF-WORK
FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO Oltl/SS/ONS DISCOVERED
DURING CONSTRUCTION. All PLAN RE'v/SIONS SHALL BE PROMPn Y Stf81,(ITT£0 TO THE
CITY ENGINEER FOR APPROVAL.
-I. A RIGHT-OF-WAY PER/1/T Fl/0/.I THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK
IN THE PUBLIC RIGHT OF WAY. PRIOR TO PER!tllT /SSIJANCE, A CERTIFICATE OF
INSURANCE /IL/ST BE FILED NA!tl/NG THE CITY OF CARLSBAD AS' AN ADDITIONAL
INSURED ON TH£ PERAf/TTEE's POLICY IN THE Af/Nl!tlUU AMOUNT OF /1,000,000.00
FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COl,1PANY WRITING THE POLICY
l,fUS[ HAft" A RATING OF '.ll • ANO A SIZE CATEGORY OF CLASS VAS £STA8l/SHE1}
BY "BESTs" KEY RATING GUIDE
5. UNLESS £XEIIPT£0 er SECTION .JOl.(b)5 OF THE UN/FOR/I BU!lDING CODE, RETAINING
WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERIi/TS Fl/0/.I THE
BUILDING DEPART/JENT.
6. NO WORK SHALL BE COMAIENCEO UNlll All PERMITS HAVE BEEN OBTAINED FRO/I THE
CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY £NG/NEER fJOES NOT AUTHORIZE ANY WORK
OR ORA/JING TO BE PERFORJIED l/NT/l THE PROPERTY OWNER'S PER!tllSS/ON HAS
BEEN OBTAINED AND A VALID GRADING PERIIIT H4S BEEN ISSUED.
8. NO R£VISIONS WILL 8£ M4D£ TO THESE PLANS WITHOUT THE WRITT£N APPROVAL OF
THE CITY ENGINEER, NOT£0 WITHIN THE REVISION BLOCK, ON THE APPROPRIATE
SHEET OF TH£ PLANS AND Tin£ SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNE!)
BY TH£ CITY ENGINEER.
10. TH£ ORIGINAi. DRAWING SHALL BE REVISED TO REFLECT AS'-BU/lT CONDITIONS BY THE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY TH£ CITY.
11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE U4/NTAINED TO THE
PROJECT SITE AT All Tlll£S DURING CONSTRUCTION.
12. WHERE TRENCHES AR£ WITHIN CITY EASE!tlENTS, A SOILS REPORT COMPRISED OF: (,4)
SUMMARY SHEET. (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL
BE SUBMITTED BY A PROFESSIONAi. ENGINEER OF TH£ STAT£ OF CALIFORNIA,
PRINCIPAll Y DOING BUSINESS IN THE F/£l0 OF APPl/£0 SOILS ltlECHANICS. THE SOILS
REPORT Will BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO
WORKING 04l'S OF THE COIIPlETION OF FIELD TESTS.
/J. A SOILS COMPACTION REPORT AND COAIP!.IANCE VERIFICATION REGARDING ADHERENCE
TO RECOl,lltl£N04TIONS 0/JTI.INEO IN THE SOILS REPORT IS REQUIRED PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT. All CONTROi.LED GRADING SHALL 8£ DONE UNDER
THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA
PRINCIPAl.l Y DOING BUSINESS IN THE F/£1.0 OF APPLIED SOILS MECHANICS. ALL Fill
OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCOR04NCE WITH TH£ CITY OF
CARLSBAD STANDARD SPECIFICATIONS ANO THE "EARTHWORK SPECIFICATIONS' ATTACHED
TO THE PRELIUINARY SOILS INVESTIGATION. 04/l Y FIELD COAfPACTION REPORTS Will BE
SUB/1/TTED TO THE PROJECT INSPECTOR.
14. A PRECQNSTRUCTION MmlNG Wt BE HflQ AT THE SITE PRIQ8 TQ THE BEGINNING
OF WORK ANO SHALL BE ATTENDED BY All REPRESENTATMS RESPONSIBLE FOR
CONSTRUCTION. INSPECTION, SUPERVISION. TESTING ANO ALL OTHER ASPECTS QF THE
WORK. THE CONTRACTOR SHALL SCHEDULE THE M££TING THROUGH TH£ PERMIT CLERK
(-I.JB-3891} AT LEAST FIVE{5) WORKING ll4'fS. PRIOR TO STARTING CONSTRUCTION.
APPROVED DRAWINGS Ill/ST BE AVAILABLE PRIOR TO SCHED/Jl/NG. A COPY OF THE
GRADING PERMIT WILL BE PROl//0£0 BY THE PROJECT INSPECTOR AT THE ltl£mNG.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTR/JCTION M£ETING IYILL BE
MADE BY CALLING THE ENC/NEERING 21 HOUR INSPECTION REQUEST LINE AT
/760/ 438-3891. INSPECTION REO/JESTS MUST BE RECEIVEO PRIOR TO 2:00 P.Af.
ON TH£ DAY BEFORE THE INSPECTION IS NEEDm INSPECTIONS WILL BE MADE THE
NEXT WORK 04 Y UNLESS YOU REQUEST OTHERWISE. REO/JESTS M4D£ AFTER 2.·00 P.M.
Will BE SCHEDULED FOR TWO FULL WORK M l'S LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH THE OMlOPEH A/'1/)/0R CONTRACTOR
SHALL DES/GN, CONSTRUCT AND AIAINTAIN All SAFETY OlYICES, INCL/JO/NG SHORING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORAf/NG TO All LOCAL. STAT£ AND
FEDERAL SAFETY AND HEAL TH STAN04ROS, LAW.S AND REGlllATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SIJBAflTTINC A
DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE
0£S/GN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE M4D£ OF
WORKER PROTECTION FROM THE HAZARD OF C4VING GROUND DURING THE
EXC4VATION OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR All TRENCHES FIVE FEET (5 ') OR
MOR£ IN DEPTH AND APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED AGENCY
PRIOR TO EXCAVATION. IF THE PLAN lM@ES FRO!tl THE SHORING SYSTEJI SliWIJARl)S
£STABl,ISHEO BY TH£ CONSTRUCTION SAFETY ORDERS. TIT/,£ 8 QlLIFQRNIA
AD/.IINISTRAT/11£ COO£ THE PLAN SHAl.1 BE PREPARED BY A REC/STEREO ENC/NEER
AT TH£ CONTRACTORS D(P£NS£. A COPY OF TH£ OSHA EXCAVATION PERMIT Ml/ST
BE SUBIIITTED TO TH£ INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL 8£ PERF0fll.l£0 UNTIL A VAl/0 8lASTING PER/1/T HAS 8££N
OBTAINED FRO/I THE CITY OF CARlSB40. StJBl,(/T APPLICATION FOR BlASTING PERIIIT
W£lL IN ADVANCE OF THE BLASTING OPERATIONS.
19. If ANY ARCHAEOLOGICAL. R£SQIJRCES ARE QISIXMJ?fO WITHIN ANY WORK AR£1 ()lJRING
CONSTRUCT/ON, OPERATIONS Will C£4SE IMMEDIATELY. AND THE PER!tl/TTEE Will
NOTIFY THE CITY ENGINEER. OPERATIONS Will NOT RESTART UNT/l THE PER!tllTTEE
HAS RECEIVED WRITTEN AUTHORITY FRO!tl TH£ CITY ENGINEER TO 00 SO.
20. All OPERATIONS CONDUCTED ON THE SITE OR AD.J,4CENT THERETO, INCL/JD/NG WAR!tl/NG
UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHIIOVING EQU!PltlENT,
CONSTRUCTION EQ/JIPll£NT ANO ANY OTHER ASSOC/AT£D GRADING EQUIPMENT SHALL BE
LlltllTEO TO THE PERIOD BETW££N 7:00 A.M. AND SUNSET EACH 04Y, MON04Y THRIJ
FR!ll4Y AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON
WEEKENDS OR H0/./04'/S. (A LIST OF CITY HOI.I04l'S IS AVA/lABlE AT THE ENGINEERING
DEPARTIIENT COUNTER.)
21. ALL OFF-SITE HAUL ROI/TES SHALL BE SIJBMITTf{} BY TH£ CONTRACTOR TO TH£ CITY
£NC/NEER FOR APPRQMIL 1WQ fl/ll WORK/NC 11A!S PRIOR TO BEGINNING OF WORK.
22. IMPORT MATER/Al SHALL BE OBTAINED FROM, AND WASTE M4TER/Al SHALL BE
DEPOSITED AT A SITE APPROVED BY TH£ CITY ENGINEER. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DEBRIS OR &/MAGE OCCURRING ALONG THE HAUL RO/JT£S QR
ADJACENT STREETS AS A RESULT OF THE GRAOING OPERATION.
23. BRUSH SHALL BE REAIOVED ONl Y WITHIN THE AREA TO 8£ GRAO£lJ. NO TREES ARE TO
BE REAIOVEO UNLESS SPECIFICALLY NOTED ON TH£ PLAN.
CAUTION!!
CONTRACTOR ro ICRIFY THE EXACT
LOCATION OF EXISTING IJTIUTIES IN
THE RELD PRIOR ro CONSTRtJCTION!
24. All AREAS SHALL BE GRADED TO DRAIN. GRADING R£SUl TING IN THE PONDING OF
WAT£R IS NOT PERIIITT£D. All EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOP£
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROi.
PLANS. EROSION CONTROi. SHALL BE AS SHOWN AND AS' APPROVED BY THE CITY
ENGINEER OR AS DIRECTED er TH£ PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIM!tlED TO A FINISH GRADE TO PRODUCE A UN/FOR/I
SURFACE AND CROSS SECTION. TH£ SIT£ SHALL BE LEFT IN A NEAT ANO ORDERl Y
CONDITION. All STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REAIOVED ANO DISPOSED
OF AT A SITE APPROVED OF BY TH£ CITY ENGINEER.
27. All SLOPES SHALL BE IRRIGATED, STAB/l/ZEO, PLANTED AND/OR HYDROSEEOED
WITHIN TEN (10) Ml'S OF THE TIii£ WHEN .IJQJ SLOPE IS BROUGHT TO GRADE
AS' SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOAfPllSHED ON All SLOPES AND PADS AS' REQUIRED BY
THE CITY OF CARlS8'.0 LANDSCAPE MANl/Al, TH£ LANDSCAPING PLANS FOR TIHS
PROJECT. DRAWING No. 40J-4l, AND/OR AS' DIRECTED BY TH£ CITY ENGINEER OR
PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT All CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND THE 11,fPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORll4NCE WITH THE LANDSCAPE M4Nl/Al TlltlE REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A 11/NIMIJM UTILIZED
PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH .J/-1' ROCK 0-lOAO
OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO rs· PVC M4Y BE PER SDRSD
S--1 TYPE •c• AND PIPE ltlEETS AST/I STAN04RD .JOJ.I FOR SOR .J5 SOLID WALL PIPE
31. WHERE AN EXISTING PIP£ LINE IS TO BE ABANDONED AS' A RES/JU OF THE GRAOING
OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET
AREAS ANO REPLACED WITH PROPERl Y COMPACTED SOILS. IN OTHER AREAS THE PIPE
Will BE Pll/GG£D WITH CONCRETE OR REIIOVEO AS APPROVED BY TH£ DITY ENGINEER
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING F.4CIUTl£S {,480VE
GROUND AND UNDER GROUND) WITHIN THE PROJECT SIT£ SIJFFICIENnY AHEAD OF
GRADING TO PERIIIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE
ACllJAl LOCATIONS ARE IN CONFLICT WITH TH£ PROPOSED WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BElOW) AT
LEAST 2 FULL WORKING 04 l'S PRIOR TO STARTING GRADING NEAR THEIR
FAC/l/llES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTAllVE.
UNOERGROIJND SERVICE ALERT /-800-422-41.J.J
SOC&£ {760}4.JB-6200
PACIFIC BELL (619)489-.J#f
ADELPHIA COAIIIUNICATIONS (760)931-7000
CITY OF CARLSBAD (STREETS ct STORM DRAIN) {760)602-2720
CITY OF CARLSBAD (SEWER, WAT£R AND (760)438-2722
RECLAll,f£0 WA !ER)
.J.I. PERAf/T COIIPLIANCE R£QIJIREl,IENTS:
A. [OR CONTROllEO r-THE APPLICANT HIRES A CML ENGINEER,
SOILS ENGINEER, AND 'OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE
AND CONTROL TH£ WORK IN PROGRESS {11.06.170{8}} C4RlSBAD
ltlUNICIPAl CODE.
8. PRIOR TO FINAL APPROVAL OF A (lRAI)ING P£RU/T-THE FOLLOWING
REPORTS ltlUST BE SUBAf/TTED TO THE CITY ENGINEER ~ THE
PROJECT INSPECTOR. [11.06. 190 (B)j CARLSBAD !.I/JNICIPAI. CODE-
(1) FINAL REPORT er SUPERVISING GRADING ENGINEER STATING All
GRADING IS COIIP!.EJE, ALL EROSION CONTROL. SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORM4NCE WITH CITY
CODE AND THE APPROVED PLANS {OBTAIN SA!tlPlE OF COAIPI.IANCE
lETTER Fl/0/.I CITY ENGINEERING OEPARTIIENT}.
(2) AS-BUILT GRADING PLAN.
(.J) REPORT FRO/I THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOil BEARING CAPACITIES, A STATEAIENT AS TO
THE EXPANSIVE QUALITY OF TH£ SOil, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEAIENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIRE!tlENTS ANO
RECOAIIIENDATIONS ounlNED IN TH£ PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
.JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS 1"4Y BE REOUIRED
TO BE RESUBMITT£0 FOR PlANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TlnED "I.IPMTEO GEOTECHNIC4/. INVESTIGATION 'Vlt.LAGE BY
THE SEA' RESIDENT/Al DMlOPll£NT, 2700 C4RlS8'.D BOULEVARD, CARlS8'.0,
C4l.lFORNIA, PREPARED BY NORCAl ENGINEERING 04T£0 APRIL 8, 2002 SHALL
BE CONSIDERED AS' A PART OF THIS GRADING PLAN. All GRADING SHALL BE
DONE IN ACCORDANCE WITH THE RECOAIIIENOATIONS AND SPECIFICATIONS
CONTAINED IN SAID SOILS REPORT.
"AS-BUILT
NOTE!!
~ A DESIGNED BY: G.O. DATE: JUNE 2002 0 / ":1 DRAWN BY: _J.S-, ___ SCALE: ,S SHOWN _,6 0
PROJECT MGR.· G. O'D. JOB NO.: 00-1029""r~
--C~O~N-C----CS~U,-,--L"""T:---,-.;~N-Tca--;S;:----f--------------, P.E.3«-0?f' EXP. 'W"
ELECTRONIC DATA FILES ARE FOR
REFERENCE ONl Y ANO ARE NOT ro BE IJSEO FOR HORIZONTAL OR
VERTICAL SIJRVEY CONTROL
5900 Posteur Court
Suite 100
Corlsbod, Collfomio 92008
760-931-7700
FOK; 760-93'1-8680
Civil Engineering
Plonnim;i
Processing
Surveying
REVIEWED/BY: 1/ /. 1/j, --='=/~·~-C'~K1cc·~t!~~z1.,;~l-----,DA,..,JccE~: o~c:7:'==,Z'!c'f~OZ. ~~""'-· -'4'¥,, -#'/f::...;c~, <?2<""------
G[QRG[ (!DAY .,-/ RCE: 32014 INSPECTOR
ENGINEER OF WORK:
"
~
DATE
EXIST/NC £AS£MENTS
[I] OED/CATION TO THE STA TE OF CALIFORNIA RIGHT OF WAY OR P/JBllC HIGHWAY.
RECORDED ltlARCH 10, /9.J,I IN BOOK 289, PAGE 108, O.R.
(1] EASE!tlENT TO SOGM FOR POlE LINES, UNDERGROUND CONDUITS ANO INCIDENTAL
PURPOSES TOGETHER 111TH THE RIGHT IF INGRESS AND £GRESS.
RECOROEO AUGUST 29, 1939 IN BOOK 9.JJ; PAGE 196, O.R. TO BE Q/JITC/.All,{£0.
CT) EASE!tlENT TO SOGctE FOR POLE LINES, UNDERGROUND CONDUITS AND INCIDENTAL
PURPOSES TOGETHER 111TH THE RIGHT OF INGRESS AND EGRESS.
RECORDED AUGUST 10, 1939 IN BOOK 949, PAGE 13, O.R. TO BE QUITCI.AIMED.
G] EASE!tlENT TO SOGM FOR POlE LINES, UNDERGROUND CONDUITS AND INCIDENTAL
PURPOSES TOGETHER 111TH THE RIGHT OF INGRESS AND EGRESS.
RECORDED JUNE b; 19-IO IN BOOK 10.JI, PAGE .J8b; QR. TO BE 0/JITCf.All,fEO.
lfil e;4.r.Q1P1T qJR R0.40 ,WlJ PYBL.IC URl.'71£S T0 Hl6H,4RO I, JOI/ES ,fNB l:.H:.ll,111 d. d0IIES.
RE60R8£8 MA)' 7. 1969; Flt.E/t'A6E ,WJ. ;'g568, 11.N. f{j BE (Jl:llfel.A/lif(Jj,
[Kl €AS£1/ENT FOR ROAi} ANO P/JIJJ./C /Jlll/1/€S ,:0 .IFFF/lEI' 8",~IJKEN5HIP.
ll£BBIN}[9 M,4 Y 1-9. 1980, Rl:.E;/p,4GE ,VB. 80 1-6.J7(l; 8.R. l8 Br (J(JfTfJt.-lrlMEB.
11] 12.00' ll1D£ EASEAfENT TO SOGctE FOR POlES, 111/?ES, CABLES, £TC.
RECORDED AUGUST b; 1982, AS RlE ND. 82-240.JDO, O.R. TO BE QUITCLAIMED.
[Kl EASEAfENT TO SOGctE FOR POlES, 'MRES, CABlES, ETC.
RECORDED AUGIJST b; 1982, AS RlE NO. 82-2-10.JOI, D.R. TO BE QUITC/.Alltl£1).
[ill EASEMENT TO THE CITY OF CARLSBAD FOR ROAD PURPOSES
RECORDED SEPTEAIBER 10, 1982, AS FILE NO. 82-281126, QR.
l@I EAfFM£NT F0 f£Al-10RSE Hl~FSlMENtS ran HIBl?ESS, EBnES5; HIBi-iT 0F WAY ANO
1111/HlES.
REC0RBCB JlH:. r 9, 1-966. AS FIi:.£ l/0. 86 NIP96f, 0.R. ffJ 8£ {Jl:lff6l,4IME8.
[j] EASEMENT TO THE CITY OF CARLSBAD FOR UTILITY PURPOSES.
RECORDED OCTOBER /, 1986, AS Fil£ NO. 86-438978, O.R.
~ EASE!tlENT TO SOGctE FOR PIPELINES, COIIIIUNICA TION FACILITIES AND APPURTENANCES.
RECORDED JUNE 16, 1988, AS FILE ND. 88-28956.5; QR. TO 8£ QUITClAl!tlEO.
~ CITY OF CARI.SBAD [ SH1EE1TS [
1---1---+----------------t----i~----i-----r----i L__l___J ENGINEERING DEPARTMENT
1---1---+----------------t----i~----i-----r----i
BENCHMARK:
DESCRIPTION: BRASS CAP STAMPED OC 155
LOCATION: CARLSBAD BL IO. ct R.R. BRIDGE 9' £AST
OF CENTERLINE OF TRACKS ON CONC.
BASE OF SWITCH BOX SIGNAL
RECORD FROM: COUNTY BENCH lfl£/.S (NO. COUNTY VERT.
CONTROl DATA) PAGE 136
ELEVATION: 20.tN DATUM: NGIO OF 1929
DATE INITIAL
ENGINEER OF WORK
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
G1\JDBS\001029\0029G02.DWG
XREFS: 0029G
DATE INITIAL
CITY APPROVAL
GRADING l'tANS f'Oli:
VILLAGE BY TH£ SEA
C.T. 01-10
APPROVED
/4.c,~u,-~ rcl'tLLOYD B. HUBBS Jol~t'"".z
PE 238EXPI s¥31-05 CITY ENGINEER 7 DA
DWN BY: -'J:"~~
CHKD BY:~~.,_.,,
RVWD BY: C'~
PROJECT NO.
C.T. 01-10
DRAWING NO.
403-#,
7
111302
_J
L
---T-PACK" ELECTRICAL ALTFRNATOR
WITH ALARM
ALARlrl LEITT (BOTH PUlrlPS ACll'd:)
..__,.,-ON LEITT
BASIN EACH PWP T0 M4 If" ~41<4 IF
BfSBHAnGE !:Ill£ FB A~ Y Cl:IL lf;qT
INLET HUB-~ ""-11--+--VARIABLE LEITT COIVlROl SIWTCH
OFF LEITT
NUISANCE PIJMP
RECQMUENQA llQN
SIJl,(f' PIJMP S'/STEM: RECOWENO A SIJBMERSIBLE SEWACE EJECTOR PUAIP THAT IS
APPROVED BY THE CITY ENGINEERING /JEPART/.IENT WITH THE CORRESPONDING
CONTROi. PANEL PER PUMP MANUFACTURER INCLUDING AN ALARM SYSTEM ANO
POSTED ElrlERCENCY PHONE NUMBER. EA6H P/,II/P 111:JST 8E ,40€(}(},4 lE T0 H,41.'8/I
FE9!-JIREEJ BPM ,4118 l9H l:.!SlEB 8£l01~
GP/,1(010) = 4r16-5/ /. t, 3 llJH = 20.06
GPlrl{QTOO} = 2011 TOH = 13.J,1
BACK/JP GENERA TOR S'/STDI: AT THIS llME THE BACKUP GENERA TOR CANNOT BE
SIZED DUE TO THE LACK OF S/JlrlP PUlrlP CO/VF/GURA llON BY THE OWNER
MAINTENANCE OF THE PIJMP SYSTEM IS THE RESPONS/8/LITY OF THE OWNERS
SUMP PUMP
NO SCALE
TOP OF WALL
PER PlAN
TOP OF WALL
PER PlAN
',',,S:_;;)\~\;~~'
'
1/2' WATERPROOF EXPANSION
JOINT WITH EXPANSION
JOINT FILLER
BOTTOlil OF WALL
PER PlAN
BOTT(Jl,I OF WALL
PER PLAN
RETAINING WALL
DETAIL
RETAINING WALL
DETAIL
NO SCALE ll1lf llff1E9P8QOf"£XPANSIQN .an
NO SCALE
CAUTION.~'
LEGEND FO.R SECTIONS:
(D 4• AC PAmm!T D'd:R 6' AGGREGATE BAS£ (MIN.) THICKNESS
TO BE DETERMINED BY R-VAL/JE TEST.
® 9• PCC 560--C-J250 O'd:R 6" CLASS 2 AGGREGATE BASE OVER
6" NA 11'>£ COAIPACTEO TO 95% USE T.I. z 7.0 FINAL SECllON
TO BE /JETERlrllNED BY R-VAL/JE TEST.
0 CURB ANO GUTTER TYPE );' PER G-2
(t) SIOEWALK PER G-7 IWTH 4' lrllN BASE
@ EXISTING PA '>£1r1£NT
@ RESURFACE EXIST. PA '>£1r1£NT
0 6" CURB ONLY PER G-1
@ PCC GUTTER PER DETAIL HEREON
@ NOTE: OVERLAY 0/JE TO Ulll/TY COIVNECllONS
@) 5• AC PA VElrlENT OVER 6" AGGREGATE BAS£ (IIIN.} THICKNESS
TO BE /JETERlrllNED BY R-VALUE TEST.
CONTRACTOR TO VERIFY THE EXACT
LOCATION OF EXIST/NC UTILITIES IN
THE flEl.0 PRIOR TO CONSJR(JCTION!
c~~, NOlF!! s
RECTRONIC OA TA FILES ARE FOR
REFERENCE ONl Y ANO ARE NOT
TO BE l/SEO FOR HORIZONTAL OR
VERTICAL SURVEY CONTRot.
5900 Pasteur Court Civil Engineering
Suite 100 Planning
Carlsbad, Colifomia 92008 Processing
760-931-7700 Surveying
Fax: 760-931-8680
DESIGNED BY: !l,0.
DRAWN BY: J,S.
PROJECT MGR.· G. o'D.
ENGINEER OF WORK:
~~ o;;;'¾J if:i;,"'DAY _,,-
C
..J
Cl; :...
; ~
,__
,N
~I
Cl; I
I
14' 26' 29• 14• I
5 2X 2X --
TYPICAL SECTION BEECH A VENUE
NOT n, SCALE
PROPOSED~ I ,,--EXIST. P.L. V El Y P.L.
' I ,I' I I 50' -'-I >-------'"'-----'
I 12· 28' 10· 2'
TYPICAL SECTION CARLSBAD BLVD.
NOT TV SCALE
EXISllNG IJIPRO'd:MENTS
JO'ROW 5' I J' VARIES VARIES
: VARIES 18'-10' VARI£.> 12'-20' I
I
I
I
I
I
I
EXIST.
N2Y P.L.)
DATE: MIE 2002
SCALE: IS SHOWN
JOB NO.: 00-1029
DATE:4,7-2y""<
RCE: 32014
--
5.0'
J VARIES ,.__ ~,
-2' I .,___
I
I
I
' ..M._ I __Jrp====::i -------------.J ~-1----_ =r: __ I -------
P.c.c. PA'd:JIENT
TYPICAL SECTION
WASHINGTON STREET
17.67'
ANGLED
PARKING J'
NOT TV SCAlE
STA 1#.19.41 TV 1#60.!19
STA 15+25.JO TV 15+-17.78
STA 15+6221 TV 16+ 1-1.19
1 ' 10'±
TYPICAL SECTION
CHRISTIANSEN WAY
NOT n, SCAlE
40'
"AS-BUILT .. BENCHMARK:
EXIST. S! y P.L.
DESCRIPTION: BRASS CAP STAMPED OC 155
A-(",<__ a:~ t7
P.E. S&¥f" EXP.~¥-'
;,ap-r LOCATION: CARLSBAD BL Vf). &-R.R. BRIDCE 9' EAST
OF CENTERllNE OF !RACKS ON CONC.
BASE OF SIWTCH BOX SIGNAL
DATE
REVIEWED BY: .9...;e,/4 ./
ti-f:-&"6 RECORD FROM: COUNTY BENCH LEVELS (NQ COUNTY VERT.
CO/VlROl DATA) PACE 1JB
INSPECTOR DATE ELEVATION: 20.04 DATUM: NGV!) OF 1929
--
4{,i { 03 I' f Q ·
DATE INITIAL
ENGINEER OF WORK
24" CAST IRON FRAME
&-COVER IWTH GASKET
r~ rm
STORM OR.='AIN=~_r;;s~:::t=:============;;====t=l~J.:~..J.~'STORM DRAIN
8' 0/A. HOi.E
I
8' 0/A. HOi.E
fl.AN IQ'
MODIFIED 9000 GALLO
GREASE INTERCEPTOR
4
Bt: rEH5fN PRfCAST
NO SCALE
J'
/,5'
'
I
LML
4
1.5'
LINE
. I
1/2" ROUND (TYP.)
~:12 847TER
TYPICAL SECTION PCC GUTTER
111'
D/S1ANCE VARl£5
6'
~
k
'
'
MJT TO SCA/.£
'18'
3f ~
ATlllUM t;PJ;TE
(Nos ?D,,Y?)
1
, . _,-.
~
~"
'
<
TuP OF 8/JX
£.LEV. P£1?.('J_AN
/./8" fi.CP
5EE 5 !t f
M~DIFI[D BRObKS BOX DETAIL
ND SCALE
I S1ET I CITY OF CARLSBAD I SH115
[
ADD Dt-1 • 1 I ( (.1/~llr..~ {.) .•
t:,_\ REMOUf r-RE/15!=., N•r,;:_,;,ri::.P"rOR Awn s/,,/_3 A/_u
DATE INITIAL ~□AfE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
G1\JOBS\001029\0029G03,D',,IG 10-24-02 3130134 pM EST
XREFS: 0029G
ENGINEERING DEPARTMENT
GIWJIHG Pl.ANS FOIi:
VILLAGE BY THE SEA
c.r. 01-10
APPROVED
4~ , --. ' ' "'"oe.l.OYO B. HUBBS l,f .! ""/4,.:z PE 2J889r/EXPIRE:i:V12-31-05 CITY ENGINEER ATE'
OWN BY: --jfj;z PROJECT NO. DRAWING NO. CHKD BY:7 C. T. 01-10 40J-,f.A RVWD BY:,,~
111302
060303
•'
I
• j
•
I
I
'
5'
10·
' !
d
I.
SCALE: 1. • 10'
I
20'
• •
•
150
/ ,
FF= 56.00
PAO= 155.33
\ 'fR£E THIJNJf BE f?fl,f(}.W •. 160
NOTE:
SEE SHEl7 2 FOH
EASEJIENT TABI.£
,.... _____ T" __________ .,,
• . .
151
FF= 56.00
PAO ='55.33
Wall
153
57.95
•
~ ~. • i t,, ~ .. ' t,,
,-! / ·ft\'t:::::::.:.,r-'1:,':2·+ . . . -'l--~ .. ),.,,•• , .. -t>.
•
METE.RS IM PLI\C.E, ~
OO'iE.S N01 COl'l:'>TRUCTEO
1 61
--W--
1.1 00
---·-,.,
NOTE:
SEE LANDSCAPE PLANS FOH
STAMPED CONCRETr fllPROVEJ,f£NTS
,,,
(TYP.)
162
. .. -~:;·:;.;::~"'';' ..
_.,,,,
NOTE:
PAO lZ£VA TIONS P£R SOII.S £NCIN££H
RECOIIMENOA 7TONS PER GEOTE.'CHNfCAL
REPORT OA TEO APRfl. 4 2002
DESIGNED BY: G.0. DATE: .RlNE 2002
DRAWN BY: ~JS,~---SCALE: 1• • 10'
163
NOTE:
164
. FF= 51.34
,~P~O -56.67 ~ (
'
>s;;,. ....... ..
R tLDC I\ TE:. I)
STRE. E.T L\G\jf, I
····· ,,,, . --~t'Yt, ..
""' """ """""'"' .. .. . . . .. ,.: ... ,.'
... ,.,.m,•_·:::·.7"'"1'f----~w=---------------, ..
CONTRACTOR TO l£RIFY LOCATION or
EXISTTNG /J71/./Tl£S PRfOI? TO (»ISTRf/CT!ON
' ,,,.
" FF = 51.85 \
PAO = 51.18 fi: l ~
"AS-BUILT " BENCHMARK:
DESCRIPTION: BRASS CAP STAMPEO OC 155
~ob
GF = 47.42
''•1 I 156'
( ,,,:5 ,
'tt = S. 90i)
) PAO -58.23 ,./,",\
166
.. •-.
. £AS{J,lfilT REH Ml!
~ ½,_ ____ \i
• • ! I. . .
SEE SHEET 5
-,,-, ~o
GF = 47.42
0------
-~,... ,:,,, ,,_-. •
• . -~:!'.'-~Cl-.--,
167
~,< , ..
rt!}· FF = 58.18 .&;'
, PAO = 58.11.
( .
•
_. &dl'.~::_· ~J;jq""'i::·f~+ii¥l~··~1.~~· ~~c ~~!!'!1-"'Ei -111
. . : "'.·t; .... . "'} .
. . . '• . ,~._' . .
(· •. 3 .., _ __,__.J--h.,.:tJ,~4-'-f'--
""-'-l,-------
15
FF= 59.15
PAO= 59.08
168
FF= 59.20 ~')
PAO = 58.53 .··
. ., ... J. (
-I
j 159
~-
-+-<rjFF = 59.75
'
PAO= 59.08
169 ,
,,..., -.....:'.:. ,.... /).
("FF = 59. 7~:~{iy
VJ~-~ PAO = 59.(()5 ~ ' □
J
~-(
\,-------"' "'··(
'~, ... ,'\ ,~
• •. j \····s
+
I S7ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
~ fUIIS FOIi: L
VILLAC£ BY TH£ SEA
• •
i
/
/
LUJ 1
C.T. DI-ID ~ ~~
~ NO. 32014 ~ PROJECT MGR.· G. O'O. JOB NO.: 00--1029 I LOCATION: CARLSBAD 81. 'AJ. ,t R.R. 8RlfJ6'E 9' £AST
OF CEN7£Rt./N£ OF TRACKS ON CONC.
BAS£ or SHfTCH BOX SIGNAL
-LArEtf'A/• , PEPL"''-... l) s1-11:..1:T i / -APP~'\,..}~ 'J 1rJ ~ EXP. 12/31/04 J./
* * ~'? /VI~ ',.$,,~
OF CALl~w:,
5900 Pasteur Court
Suite 100
Cortsbod, Colffomio 92008
760-9J1-7700
Fo>e: 780--9J 1-8660
CMI Engineering
Plonnrng
Procesalng
Surveying
1------------------f P.E. J'ZO/~
ENGINEER OF WORK:
RCE: 32014
DATE
tJ-6''-t:'s---
DATE
RECORD FROM: COUNTY 6ENCH LEVELS (Na COI/NTY WJ?T.
CONTHOl 0A TA} PAGE 1.16
ELEVATION: 20.04 DATUM: NG',fJ (Jf:-1929
--.
7/88/a'i C/ .I u, IS
11/Z?;,i'~, /A'.] . It'
DATE INITIAL
ENGINEER OF WORK
,,:1£m77CJIYS F KEY(.Slf WA'?MISHcl? I ~ A -~ • • UOYD B. HOBBS A .;z
l?EYISEF#/1..c;.I/ fiCJCJtf f',<;Alf'Ar-,ERt>o;f 1-,, , • -PE EXPRFS 12-31-05' CITY ENGINEER -~
/?EJ//SE /'7$.S/I ~LOO/i' B£t:477,:J,I//S Spsl,,3 OWN BY:~ PROJECT NO. DRAWING NO. DATE INITIAL DATE ITW.
REVISION DESCRIPTION CHKD BY:: C.T. 01-10 403-44 OTHER APPROVAL CITY APPROVAL RVWD BY: -
G1\JOBS\001029\0029Ci04,D\JG 10-24-02 3147137 ?f"I EST
XREFS: 0029G: 0029TP01; 0029MAF': 0029SITE; 0029',tl: 00290-TX; 00297uti
111103
\
IMW:WJ :a I
" ' ' '
' ' ..
' • ;_.,.~"'f'
\S
' ·;.,~,, ' .
'
.. -, _,__,.,.,,..,..,
48.89
' ,_
(J>
vi
th
-_____ ._.,,.~----~;
LANO.SC/',P1,
54.21
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DESCRIPTION: BRASS CAP STAMPED OC 155
LOCATION: CARlSBAO Bl i,O. ct R.R. BR/OGE 9' EAST
OF CENTFRUNE OF TRACKS ON CONC.
BASE OF SWITCH BOX SIGNAL
RECORD FROM: COUNTY BENCH LEVELS (Na COUNTY ~T.
CONTROL DA TA} PAGE 136
ELEVATION: 20.04 DATUM: NGi,O OF 1929
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I S1ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT Lill
SroHI,{ /JIWII PROf1I..ES FOfl:
VILLAGE BY TH£ SEA
c.r. 01-10
APPROVED
_A_,,, ~i--~'" ·' =·" LLOYD B. HUBBS ;Q,/3..,/-~;;;:~=~~~;=t~~~R~f.~~~> /.~4~C..E r:;~,.,:;,1,~ n~'I~' fl~'~'~ )I,~ C,Y~~i22~§~~/J~l,,~•~p~ V/1' l'~t====~~====t;~;~~;~;;~ ~P;::E:;;:;:2:;3;:8!!!l':::::::::;E:;X:::P:::lt.K=;';S~1:::2-:::3:::1=-o:::5=C:::llY::::::::::E=N:::G l:::N:::EE::;R~:;:/:::D::::A=IT;=-::;::
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DATE INrTIAL DATE INITl'IL 'DAtE 1NITIAL CHKD BY ~ I? ,1 A
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: >-G'--C. T. 01-10 40oJ-"tl1
G1\JOBS\001029\0029G07,Dw'G 10-24-02 10i10120 aM EST
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5900 Pasteur Court
Suite 100
Corlsbod, Colifomio 92008
760-931-7700
Fax: 760-931-8680
Civil Engineering
Planning
Proce11sing
Surveying
DESIGNED BY: G.0. DATE: ~JUNE=~2~00=2-
DRAWN BY: ~J-,S~. ___ SCALE: ~AS=~SHOWN=~-
PROJECT MGR.· G. O'D. JOB NO.: 00-1029
ENGINEER OF WORK:
DATE: oJ. .!!Y. oz
GEOl«,fl O'DAY RCE: 32014
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PE. St.o;y DATE
REVIEWED BY: a~~1x
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BENCHMARK:
DESCRIPTION, BRASS CAP STAI.IPED OC 155
LOCATION: CARLSBAD Bl VD. &-R.R. 9R!l)G£ 9' £AST
OF CENT£Rl/N£ OF TRACKS ON CONC.
BASE OF SWITCH BOX SICNAl
RECORD FROM: COUNTY 8£NCH l£V£lS (Na COUNTY V£RT.
CONTROl OATA) PAC£ 136
ELEVATION: 2ao-1 DATUM: NCVO OF 1929
DATE INITIAL
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
G1\J□BS\001029\0029G08,D\./G 10-23-02 4110126 PM EST
XREFS: 0029G; 0029PRO
I
I SsET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
//£TA/NIN() WAI.L PIIOFTl£S FOIi:
VILLAGE BY THE SEA
c.r. 01-10
APPROVED
A -~,--• -1 L-.. llOYD 8. HUBBS /Pre&z
PE 238 EXPr;!is 12-31-05 CITY ENGINEERDAf'E
DWN BY: ~
CHKD BY:~
RVWD BY: , '..._,.,
PROJECT NO.
C.T. 01-10
DRAWING NO.
40J-4A
111302
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQU/RED,CONTACT AARON GAlAUDIT AT
(:310) J45-J621 (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVA/lABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF T£MPORARY DE:VIC£S WH£N RAIN IS £MIN£NT.
J. DEYIC£S SHOWN ON PlANS SHALL NOT BE MOV£D OR MODIFIED WITHOUT THE APPROVAL
OF TH£ ENGIN£ERING INSPECTOR.
4. THE CONTRACTOR SHALL R£STOR£ ALL EROSION CONTROL DEYICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY £NGIN£ER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY TH£ CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORE:SEEN CIRCUMSTANCES WHICH MAY ARISE.
6. TH£ CONTRACTOR SHALL BE RE:SPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PRE:V£NT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASUR£S PROVIDED P£R THE APPROVED GRADING PlAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND TH£ PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROT£CTIVE DE:VICES SHOWN SHALL BE IN PlACE AT THE END OF EACH
WORKING DAY WHEN TH£ FIVE (5) DAY RAIN PROBABILITY FORECAST EXC£EDS FORTY
PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOV£D AFTER EACH RAINFALL.
10. ALL GRAV£L BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE: COV£RAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOV£MBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF
TH£ EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL 8£ APPLIED TO:
1. ALL SLOPE:S THAT ARE GRAD£D 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEIT OR MORE IN H£/GHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF TH£ FOLLOWING CONDITIONS
EXIST:
a. NOT SCH£DULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE: ANY SPECIAL CONDITION IDENTIFIED BY THE CITY £NG/NEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED B:1 OR ST££P£R AND THAT ARE:
a. THRE£ TO EIGHT FEET IN H£1GHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONV£NTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COV£RAGE.
b. GREATER THAN B FEET IN H£1GHT SHALL BE WATERED BY A CONVENTION-
AL SYST£M OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 15:1 SHALL BE IRRIGATED AS APPROV£D BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. TH£ DE:V£LOP£R SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL 8£ SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J. IRRIGATION SHALL MAINTAJN THE MOISTURE LEV£L OF THE SOIL AT THE
OPTIMUM LE:VEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
D.
E.
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
"· J lbs. PER ACR£ OF AL YSSUM (CARPIT OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING 8£FORE HYDROSEEDING.
i. ALL SE£D MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAJNERS.
j. NON-PHYTO-TOXIC WITTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF TH£ CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYP£ B MULCH (STRAW) MAY 8£ SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGH£NING TH£ SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6:1 OR FLATTER THAT AR£ SUFFICIENTLY FRIABLE:.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING IT£MS a OR b ABOV£.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING TH£ SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURAT£D SEED 8£D.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS P£RMAN£NTL Y LANDSCAPED OR, FOR AREAS WHERE HYDROS£EDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
Q I:
EXISTING GROUND
_L
14'MIN.
T
PUBLIC RIGHT-
OF-WAY
50'MIN. j !
W1Pf ! ;,,..: ii,.,, ii :;:,
B" MIN. ~wfFll11UJ/r~iii!!!irillfr u~'
PROFIL£
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIA TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE: AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE ----.,,,~
FLOW------WIRE OR NYLON
BOUND BALES
PLACED ON THE
CONTOUR
2 RE-BARS.STEEL PICKETS,OR
2"X 2• STAK£S 1 1/2' TO
2' IN GROUND
ANQIORlNG DEIAII.
,., DRAINAGE AR£A LESS THAN 1 ACRE
STRAW BALE DIKE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
111
.::::::::::.---~II ;;c -
2. STAPLE WIRE FfNCING TO
THf POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
fXCAVATfD SOIL
SILT FENCE
9 IN (2J CM)
2 FT
(0.6 M)
£ARTHEN RIDGE
UNIJNED SWALE & BERM
FILTERED WATER
GRAVEL FILTER
SEDIMENT
..... --
DROP INLET
WITH GRATE
~~-CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLET
WITH GRATE
STRAW BALES
STAKED WITH 1WO
STAKES PfR BALE
COMPACTED SOIL
TO PREVfNT PIPING
END AND SIDE
OVERLAP AT
CORNERS
STAK£D
STRAW BALE
HAY BALE SILT BARRIER
GRAV£L BAGS OVERLAP
ONTO CURB
--------------
RUNOFF
GAP BETWfEN BAGS
ACTS AS SPILLWAY
3 FT (0.9 M) MIN.
THREE LAYERS OF GRAV£L BAGS
WITH £NOS OVERLAPPED
GRAVEL BAGS
--
0
0
0
0
--
FLOW
0
0 24" --
0
LOG CHECK DAM
J,EGEND
DESCRIPTION QUANTITY SY)IBQL
A
B
STABIUZED CONSTRUCTION ENTRANCE 2 E.A.
-'1
---·
_, ~ -, = ---~111~11°'
'· .. 11 ... 111 __ 111 __ 111_111_11
POINTS A SHOULD BE HIGHfR THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
j
COARSE AGGRf;~GRATE I
FLOW -24 IN (61 CM)
o I
(B)
L=DISTANCE SUCH THAT POINTS
A AND B ARE OF fQUAL ELEVATION
GRAVEL CHECK DAM
/1\
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
.
DATE
STRAll' BALI! DIKE -----
FIBER ROU. 1,586 L.F. . ........ ., ........ .,,,.,. ,.,. " ........... ,,, .. , ................... .
UNIJNED Sll'ALI! & BERM
D-711 LINED Sll'ALI!
' BLOCX-SCREEN-GRAV!L SILT BASIN
HAY BALE SILT BARRIER
LIMITS OF CLEARING & GRADING
GRAVEL BAGS 2,000 E.A. ~
PUNCHED STRA 11'
LOG CHECK DAM
HAY BALE CHECK DAM
GRAVEL CHECK DAM
RIPRAP
HYDROSEED
~/ ~/ ~/ ~/
+ cxxxx:xxx:xxx:x
~
c~;~:?,, DESIGNED BY: !,.Q. DATE: JUNE 2002
DRAWN BY: J.5. SCALE: AS SHOWN
PROJECT MGR.; G. O'D. JOB NO.: 00-1029
5900 Pasteur Court CMI Engineering ENGINEER OF WORK: Suite 100 Pklnning
Corlsbod, Colifomio 9200B Processing
760-931-7700 Surveying 4tn<:F ( ,R 1/)h✓, DATE:,o /4/C'? Fax: 760-931-6680
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RCE .?.~at.St. EXP. ~/.~.&. DATE
REVIEw'ED BY•
at-/J~ a-.1'-,5,-
INSPECTOR DATE
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C.T. 01-10
APPROVED I& --. --. , &..JLLOYD B. HUBBS ~k z
PE 23889" EXPIRE:vi 2-31-05 CITY ENGINEER --TE
OWN BY: " PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: =·
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760-931-7700
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Civil Engineering
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DR/\WN BY: J.S. SCALE: 1 • • 20'
PROJECT MGR.· G, O'o, JOB NO.: 00-1029
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DATE:a:',\Z/:o.c.
RCE: 32014 INSPECTOR
DATE
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DESCRIPTION: BRASS CAP STAAIPEO OC 155
LOCATION: CARlSBAO Bl~-.!' R.R. BRIOCE 9' £AST
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BAS£ OF SIHTCH BOX SIGNAL
RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT.
CONTROL DA TA} PAGE 136
ELEVATION: 2D.04 DATUM: NG~ OF 1929
DATE
ENGINEER
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INITIAL
OF WORK
e@
/4+00
FF= 6a75
GF = 46.11
REVISION DESCRIPTION
l
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DATE
OTHER
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INITIAL DATE INITIAL
APPROVAL CITY APPROVAL
G1\J□BS\001029\0029G10.D\,,IG 10-24-02 311()117 pM EST
l5+C
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£ROS/ON CONTROi. PLANS FOli:
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c.r. 01-10
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DATE: JUNE 22!!2 "AS-BUILT
SCALE: ,. -20'
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FF= 53.25
CF= 38.67"'
fil.50
CF= J!l.92''
SEE SHEET 10
BENCHMARK:
DESCRIPTION: BRASS CAP STAI./PED OC 155
LOCATION: CARLSBAD Bl VD. d-R.R. BRIDGE 9' £AST
OF C£NT£Rl/N£ OF 7llACKS ON CONC.
BAS£ OF SIIITCH BOX SIGNAL
RECORD FROM: COUNTY 8£NCH l£V£LS (NQ COUNTY VERT.
CON7l/Ol DA TA) PAC£ I.J6
ELEVATION: 2Q IN DATUM: NCV[) OF 1929
!.),O:
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FF = 52.{](}
CF= 37.42
@
FF= 53.25
CF~ 38.61
@@,
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~FF~15
CF~ 41.17
DATE INITIAL
ENGINEER OF WORK
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DATE INITIAL DATE INITIAL
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G1\J□BS\001029\0029G11,D\JG 10-24-02 3126107 pM EST
I S1E1ET I CITY OF CARLSBAD I SH,1TS I
ENGINEERING DEPARTMENT
£IIOSION CONTROL Pl.ANS FOil:
VILLAGE BY TH£ SEA
c.r. 01-10
APPROVED
.4.. -
PE 238BII'
• • • -~-LLOYD 8. HUBBS "'{~/4,~
EXPIR<fS 12-31-05 CITY ENGINEER --D~
DWN BY: -jip PROJECT NO. DRAWING NO.
CHKD BY: C.T. 01-10 403-4A RVWD BY:r<"'
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