HomeMy WebLinkAboutDWG 409-7A; HDP 02-06; TAVELMAN TENNIS COURT; 01-03I
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GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE C/!ARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT fROM THE CITY ENGINEER WILL 8£ REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR ro PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POUCY IN THE MINIMUM AMOUNT
OF t1,ooo,ooo.oo FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF ')\" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS KEY RATING GUIDE
5. UNLESS EXEMPTED BY SECTION 301 (b)5 or THE UNIFORM BUILDING COD[,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFO.'IMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL 8£ MADE TO THESE PLANS WITHOUT TH[ WRITTEN APPROVAL
OF THE CITY ENG/NffR, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY or THE CITY UPON BEING
SIGNED BY THE CITY [NG/NEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY
11. ACCESS FOR FIRE AND OTHER fMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS'. A SOILS REPORT COMPRISED
OF: (A) SUMMARY S/!EET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
" EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRI/CTION MEETING SHAU BE Hf/ D AT THE SITE PRIOR TO THE
BEGINNING OF WORK ANO 51:/AI I BE ATTFNQFQ BY Al I RFPRFSENTATIVFS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION. TESTING AND ALL
.QIH[R ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH fHE PERMIT CLERK(438-3634) AT LEAST FIVE(5) WORKING DAYS PRIOR
TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHWULING. A COPY OF THE GRADING PERMIT WILL BE PROVIDED BY THE
PROJECT INSPECTOR AT THE MEETING.
15. Al I INSPECTION REQ/IFSTS OTHER THAN FOR PRFCQNSTRUCTIQN MffI/NG W/J / BE
MADE BY CAll ING THE FNGINFFRING 24-HOIJR INSPECTION REQUEST UN£ AT
060) 438-3891./NSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON TH£ DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MAD£
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHWULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND /!EALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
T/!EREIN. THIS PIAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINE.ER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VAR{[S FROM TH£ SI/QR/NG SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THt: PLAN SHALL 8[ PREPARED BY AN
ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION
PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18 NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ARfA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TH[ SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPA,qTURE OR OPERATION or TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMFNT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSET fACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER)
21 ALL OFF -SITE HAUL ROUTES SHALL 8[ SUBMITTED BY TH[ CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22 IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADJNG OPERATION
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE ARfA TO BE GRADED, NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL f!E GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINfER OR AS DIRECTED BY THE PROJfCT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNfl'ORM
SURFACE AND CROSS SECTION. THE SIT[ SHALL BE LfFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZE.D, PLANTED AND/OR HYDROSE£D£D
WITHIN TEN (IO) DAYS OF TH[ TIME WHEN EACH SLOP[ IS BROUG/!T TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
U:\1DATA\engineering\4724\dwg\4724cover.dwg, Date: 7---17--03
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 409-lL, AND/OR AS DIRECTED BY TH£ CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS $/!ALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR T/!/S
WORK IN ACCORDANCE WITH TH[ LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIP£ WITH A MINIMUM
D-LOAD OF 1,350 OR ASBESTOS C[M[NT PIPE WITH A MINIMUM D-LOAD OF
2,000. FDR PRIVATE STORM DRAIN PIPES. UP TO 15• PVC MAY BE UTILIZED
PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER
SDRSD S-4 TYPE "c'' AND PIPE MEETS ASTM STANDARD 3034 FDR SOR 35 SOLID
WALL PIPE.
31. WHERE AN EXISTING PIPE UN[ IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD or GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
SDG&E (800 660-7343
UNDERGROUND SERVICE ALERT (801422-·4133
PACIFIC BELL (800 892-0123
ADELPHIA CABLEVISION (760) 438-77 41
CITY OF CARLSBAD(STREETS & STORM DRAIN) [760) 438-2980
*CARLSBAD MUNICIPAL WATER DISTRICT 760) 438-2722
*SAN DIEGUITO WATER DISTRICT (760) 633-2650
*LEUCADIA COUNTY WATER DISTRICT (760) 753-0155
*VALLECITOS WATER DISTRICT (760) 744--0460
*OUVENHAIN WATER DISTRICT (760) 753-6466
*BUENA SANITATION DISTRICT (760) 726-1340
• AS APPROPRIATE
34. PERMIT COMPLIANCE REQU/RfMENTS:
A FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADV/CC
OBSERVE AND CONTROL THE WORK IN PROGRESS { 15. 16. 120 AB/
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL or A GRADING PERMIT-THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR / 15. 16.120 A.10/ CARLSBAD MUNICIPAL CODE:
( 1) FINAL REPORT BY SUPERVISING GRADING ENGINEFR STATING ALI.
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE ANO THE APPROVED PLAN$ (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
( 2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RfCOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE 0/JAL/TY or TH[ SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PIAN, IF REQUIRED BY THE
CITY
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN SIX ( 6)
MONTHS AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANC/!ECK. PIANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED PRQPOSFD TAVE/ MAN TFNN/$ COURT
PERPARED BY GEOTECHN/CAL EXPLORATION DATED 26 APRIi 2001
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I 1/EREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR Tl/IS PROJECT, THAT I
HAVE EXERCISEO RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND TNAT THE DESIGN IS
CONS/STANT WITH CURRENT STANDARDS.
I UNDERSTAND T/!AT T/!E CHECK OF PROJECT DRAWINGS AND SPECIFJCATIONS BY Tl/£
CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS
ENGINEER OF WORK, OF MY RESPONSIB/UTIES FOR PROJECT DESIGN.
FIRM: SAN DIEGUITO ENGINEERING, INC
CITY, STATE: FNC/NITA$ CA 92024
TELEPHONE: , 760-75 -52
BY: ~-~{:>1-7 //,
(!VAN R. FO
'ATE: l I
P.E NO.: .38144
EXPIRATION DAT£: oc03"---'J'""'1_-""05e.._ ________ _
SOILS ENGINEER'S CERTIFICATE
I, v ./Jt MI= A ' C ££-li?J> S , A REGISTERED GEOTFCHNICAL
ENG/NFER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD or APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
==c=-=-==-=~• 20c-=--,,-:ANDc=c--==--c=c---=cc= 20 __ . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER.
SIGNED:
PE NO.:
DATE:
P. CE 3"1-4 27 / 6£ ?007
7/ 1 s/o s
'
LICENSE EXPIRATION DATE:
"-.,,,_ ··~·
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. ""·,:.,.::,,, -+--~--;
'
LEUCADIA WASTEWATER DISTRICT
GRADING APPROVAL
ll'PRfMD BY: !IIIJ IJISl1I/Cf -
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED f!Y AERIAL
TOPOGRAGRAPHIC METHODS FROM INFORMATION GATl!ERED ON 05-10-01
BY MORENO AERIAL PHOTO SURVEYS
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER
223-260-06
T/!E CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 334 E 1695.
BENCH MARK
DESCRIPTION: STANDARD BRONZE DISC IN CONG. MON.
LOCATION: ABOUT 200 NORTH or STA. 261+98.72-
RANCHO STANTA FE ROAD-RS. 454-NEAR
FENCE, EAST SIDE OF ROAD'c-=-~-----
RECORDED: COUNTY BENCH LEVEi S J-0302
ELEVATION: 176.18 DATUM: _JLS.C. & G,S.
SCALF: 1" = 30
EARTHWORK QUANTITIES
CUT: 1980 CY
FILL: 540 CY
IMPORT: 0 CY
EXPORf: 1440 CY
REM[D/AL: 0 CY
l'Z-"~ A\ M.-l<lllfT
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,REMEDIAL GRADING,
DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND
PREPARATION OF AS-BUILT GRAOING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR
REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SI/ALL BE PERFORMED IN ACCORDANCE WIT/I THE FOLLOWING DOCUMENTS, CURRENT
AT TH£ 1/ME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAO STANDARDS
J. THIS SET OF PLANS
4. HILLSIDE DEVELOPMENT PERMIT DATED DECEMBER 16, 2002.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
800K).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOTECHNICAL EXPLORATION, INC
DA TED: APRIL 26, 2001
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY B£ MODIFIED BY
TH[ CITY OF CARLSBAD STANDARDS.
DESCRIPTION
PROPER1Y LINE
CENTERLINE
LEGEND
DWG.NO. SYMBOL
EXISTING CONTOURS
PROPOSED CONTOURS ---358---
CUT/SLOPE (2:1 MAX)
FILL SLOPE (2: 1 MAX)
CUT /FILL LINE
DAYLIGHT LINE
RETAINING WALL (PER SEPARATE PERMIT)
TOP OF RETAINING WALL
BOTTOM OF REf AINING WALL
TENNIS COURT LIGHTING
8" PVC DRAIN PIPE (SDR-35)
WALL DITCH DETAIL (SEE DETAIL SHEET 2)
WALL GRATE (SEE DETAIL SHEET 2)
PCC DRAINAGE SWALE (TYPE A)
SEJ..!ER LATERAL C.LE'ANOV. L
0-75
V y y
-y--y-y·
cu: ~ I+-·-. ---1 1 -F!-__L I
--if--+--+
TW
BW
-¢-
■
-
QUANTITY
5045 SF
115 LF
220 LF
4 EA
15 LF
4 EA.
1.l1 tJ /[
St 1-./1 /j
,,._ 0. J'f ~ ·I ' '" -ii
VICINITY MAP
SCALE: N.T.S
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;!'~\,. if '(,{!~
OWNER'S CERTIFICATE
y
' 1
1..:/
,f.:/
t:Y fl ,1
A
• TRIGO
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE: OVER-ALL
GRADING ACTIVITY ANO ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. /: •
..• --_ / ;' -r I . . I I ! " / ;, ,:;, ,-1~, , i 7 , r/ / /; ; L· _ _) ~VV.t~\ / r/k>'·-"'--/[;t/, / ,i , ' ,_,, I --.,-.,J I " V ,, ,/ i
DANA TAVELMAN DATE
lANE
PLANNING DEPARTMENT APPROVAL 11 AS BUIL T 11
~oa~t¢?~? (SI ) DATE, e /2.-1 / o 3 ~ti:: 12.-(.,-0G,;,
11IC1L1E1 J, HnJZVIIIRR. PIANNING DIRECTOR RCE4~V>0 EXP.~ 3l·Qt DATE
~;:q X. -DATE:ff /;?!/OJ R1;1-?.r!L_. (SIGNBD)
RECOOffiDED BY: ~t.i {j,&f~ sl.iio.1 !NPECT □R 1 D TE
I SH~ETS I I SH~ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
TAVELMAN TENNIS COURT
3.:;.o,. .-:£ Li..\>,f,.~1st STl\11\$,1\ll~llll!i' 1NA\.S E, 6f.W&4\l,.\j;l(illa(T 3-'l,-o, ~,12._
APPROVED: LLOYD 8. HUBBS & ,;--,,,J,,,,, ~ (ilY~~; tf ~J:a;-~~~1z/3110:1iff'-, /l,'F!A --I \ R£'V/SE f?E1A/Ni'1G I.JALL ~ S-"WD< ,\L/G/.//if3',JT 10/11Jo,1 [)[f:. lofi,/-
HZ-O'I <: -I \ Rt:\/iS E Ri;;;-r-At Nl\.!G WALL I· N.U-DWN BY: PROJECT NO. DRAWING NO.
~11< IH#'IN , t :· ' .. ·. DATE INITIAL DAfE IN!TIAL CHKD BY 88:S'. ...
GIN,ER OF WORk REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVwD BY,~ HOP 02-06 409-7A
032205
082803
020304
r,20904
LWD SEWER NOTES
1. LWD APPROVAL OF THES[ PLANS DOES NOT RELIEVE THE APPLICANT. PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RE:SPONSJBILITY FOR THE
CORRECnON OF ERRORS AND OMISSIONS DISCOVERED OUR/NG OR AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK $HALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO TH[
REQUIR[MENTS OF TT/£ STANDARD SPECIFICATIONS FDR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT
EDITIONS. IN TT/£ EVENT OF CONFLICT THE LWD S[WfR STANDARDS GOVERN.
J. OSHA SAFETY O,~DERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL 8[ FOLLOW£0 AT ALL TJM[S WITHOUT EXCEPTION.
--·
-· VE\\lAD() .••··· .•
---~~s·raee1=·
FF=302.0
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOT£$ 2. & J. DOCUMENTS ON THE JOBS/TE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ON[ YEAR AFTER TH[ DATE OF FINAL ACC[PTANC[ BY LWD AND SHALL REPAIR OR
REPLACE ANY WORK THAT MAY PROV[ D[F[CTJV[ IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD.
6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRJVATf ENGINEER NOT LWD GUARANTEE THE ACCURACY OR
COMPLETENESS OF THE SEWER QUANTITIES.
7. PRIOR TO B[G/NNrNG SEWER WORK, THE LWD INSPECTOR SHALL B[ FURNISHED THR[[ SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC
SURVEY REQUIREMENTS.
~1.0
ffir.&
275.0
~ PLANTABLE WALL. CRIB
WALL OR APPROVED•--
EQUAL
8. PRJOR TO BEGINNING SEWE:R WORK, CONTRACTOR SHALL SECURE A LWD PERMIT rOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE
TO LWD PRIOR TO CONSTRUCTION.
9. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAJN[D EROM THE JURISDICTIONAL CITY, COUN1Y, AND/OR OTHER APPROPRIATE
AGENCIES.
10. ALL S[W[R FACILITIES SHALL 8£ INSTALLED IN DRY fXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER ANO MAINTAIN DEWATER/NG CONTINUOUSLY
UNTIL TH[ WORK IS COMPLETED JNCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIP[ ZONE MATERJAL LOCATED IN WET
OR AREAS SUSPECTED TO 8£ WET IN THE FUTURE SHALL BE ENCASED IN G[OTfXTIL[ MATERIAL SUITABLE GEOTfXTIL[ MATERIAL SHALL 8£ SUBMITTED TO THE
DISTRICT ENGINEER FOR RfVIEW AND APPROVAL. CONTRACTOR SHALL OBTAJN DEWATERJNG PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO TN[
SEWER SHALL NOT 8£ ALLOWED. (FOR CONTINUATION, SEE SHEET 3)
~{~o uJ 1W~ ~ BW 273.0
~ 279.5
. ·· .. EXISTING GROUND. ·.
PLANTABLE WALL 6' x8' RETAINING WALL
SOUTH WALL W / TENNIS COURT FENCE
SCALE: 1"=10'
NORTH WALL W / TENNIS COURT FENCE '
-___ .,~-,,,--
-=n ~,,--•-"~•-----. C ..
,., ,'
.•;;,~*{~:s:iff:7;_-,
283.0 tt co · ..
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'. ; .,_
. i~re) .&.
·-.~ "if;.k;;;;r,➔. 279: :
•1YI 2so;.o ·· ···
'BW 279.~ .•.
,.--/" .
. , .. ----· ---
JO' SEWER EASEMEN+·
PER TRACT MAP NO. 7950 -' -·
. ____ ,·-1\~c-_7_::::;·~--"
EXISTING SEWER MANHOLE :
--2.6].33 IE .-
--~ ,,_,_, •N•-• --~--•-"'
BROOKS
SCALE:
■
BOX/BROW DITCH
PLAN VIEW
NOT-TO-SCALE
D-75, TYPE A
FL 0-75
ELEV. SHOWN ON PLANS
BROOKS No 1818
IE 8" PVC
ELEV. SHOWN ON PLANS
BROOKS BOX/
1 "= 1 o·
OPENING
CD
CD
CD
G)
WEST WALL W / TENNIS COURT FENCE
CONSTRUCTION NOJES,
CONSTRUCT 2 CF PCC THRUST BLOCK AT ALL BENDS
ALL DRAINAGE PIPE SHOWN HEREON IS 8" PVC SDR--35.
SCALE: 1 "=10'
FENCE
SECTION B-B
SCALE: I"= 1 O'
t.
'± PLANTED
AREA
-:f::1 _]~
LOT 485
PI.ANTABLE WALL, CRIB
WALL OR APPROVED
EQUAL
TOE OF SLOPE
271.0±)
'
·?&+1%Riifi#•lffi1' 0 40
BROW DITCH CONNECTION
CROSS SECTION CD
0
CJ)
Q)
G)
ENO OF 2: 1 SLOPE. MATCH EXISTING GROUND AT THIS POINT.
SEE OFFSITE PERMISSION TO GRADE BY HENRY PETERSON
DATED JUNE 28, 2003.
CONNECTION PER PIPE TO PCC SWALE CONNECTION DETAIL,
THIS SHEET.
LOT 476
LOT 485
EXISTING / ,.,....-Pee SWALE -
2 CF PCC LUG --..0,.('
PATCH TO SURFACE OF SWALE,,,
·' )
45· MAX
TRIM PIPE FLUSH WITH SWALE
PIPE IE 0.1 O' ABOVE SWALE FL
PIPE TO PCC SWALE CONNECTION DETAIL
12"X12"
BROOKS BOX ~11fWi~"'I
PARKWAY GRATE 8" PVC
NO SCALE
-RETAINING WALL
FINISH
TYPICAL WALL GRATE OET AIL GROUND
NO SCALE
U:\ 1 DATA\Mgine{,ring\ 4724\dwg\construction chcnge\04 06 01\47?.4grndlng-2r\,dwg, Dote: 9---27-04
1
PCC/ABM AND
REINFORCEMENT
PER RSD D-75
12" MIN
J"
MIN
--
. '
~-
SCALE; 1" = 2.0'
' r No-f Cot-t~ftweT!:t> l_, '!'AU. DITCH, SEE DETAI
t,ql .o
""1:"--.... TW~
BW-279.&-
'2'1!,0,~
~IS SHEET ----------'-·---.__.. ...__ _ __, '-.....
TENNIS COURT
OBSERVATION ARfA
SECTION A-A .....____,'------
scALE, 1"=10' ~
WALL DITCH DETAIL
NO SCALE
®
PIPE OUTLET THROUGH WALL, 280.50 IE PER TYPICAL
WALL GRATE DETAIL, THIS SHEET.
EXISTING SEWER LATERAL TO BE ABANDONED.
PROPOSED SEWER LATERAL TO BE CONNECTED TO EXISTING.
PLUG EXISTING LATERAL WITH CONCRETE.
SEWER LATERAL CONNECTION PER LWD STANDARD SPEC.
SECTION 306-1.2.14 AND LWD S--17.
SECTION C-C
SCALE: 1"=10'
I EXIST 10· I I LWD SEWER
. ESMT. I
I iPLANTABLE WALL. CRIB
---WALL OR APPROVED -I 72.0 EQUAL
· • ·· I (2.6_9.5±~.
I
I SECTION D-D
1 • = 1 o·
11 AS
RCE ~ DATE
REV!
I SPECTOR
5/t1/o2
'DATE
1---+--+------------t---t----t----t--i I SH2EET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT ;::::=='-'===========:::::..:::===: 1----+---+----------------t-~--ic----r--,-1 GRADING AND EROSION CONTROL PLANS FOR:
ADD THIS SHEET. REPt,,A<el $ <
ENGINEER OF WORK REVISION DESCRIPTION
0€'-.
INITIAL
OTHER APPROVAL CITY APPROVAL
TAVELMAN TENNIS COURT
CITY ENGINEER RCE 23889 EXPIRES 12 31
OWN BY: PHH PROJECT NO. CHKO BY: __ _
RVIJD BY, HDP 02-06
L<>/z:;/4.,.
05 'DATE
DRAWING NO.
409-?A
!03Z205
.120904
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT JACK TAVELMAN AT
(760-717-5676)
2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENG/NEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY AR/SE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYOROSEEDEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION SHALL BE
INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS ANO THE FOLLOWING:
A. HYOROSEEO/NG SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 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 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED 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 ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYOROSEEOEO AREAS SHALL BE /RR/GATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HANO
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYOROSEEO/NG. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
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. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA M/LLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF 0/MORPHOLECA
g. /T[MS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYOROSEEOED 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 BEFORE HYDROSEEDING.
,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDEO TO THE HYOROSEEO
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
0. AREAS TO BE HYDROSEEOfO SHALL BE PREPARfO PRIOR TO HYOROSEEDING BY:
1. ROUGHEN/NG THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROW/NG AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINf SOILS TO PROVIOfO VIABLf CONDITIONS FOR GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETfO ANO ALL BONDS
RELEASED.
U:\ 1 l)A IA\engineering\4 724\PLAN\4 72~er;:;,sio1.cwg, Jate: 8-C8-0.3
EXISTING GROUND
_J_
14'M/N.
50'M/N.
PUBLIC RIGHT-
OF-WAY
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIA TRANSITION
BETWEEN STABILIZfD CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
Ii '\ ..... I C
\.-•
(.: . · tJ 1 · : .. :. ___ :
---•+l-
. ' ' j -'
~---.:.. ' . I L"-,"-..l".A,
·,·tt'··· · ..
.. _)·'f'. I
L ·•:::.&~, I)( . '
•V-.,"./'
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLf WIRE FfNC/NG TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
I
0 10,,__~20 40
SCALE: 1" -20'
I,EGEND
A DESCRIPTION QUANTITY SYMBOL
A B
STABILIZED CONSTRUCTION ENTRANCE 1500 SF
-~m~~II = ; _ _ , .. -
' " ~~ )I ljji!!!, II 11 ljjj!!!, = . -.
POINTS A SHOULD BE HIGHER THAN POINT 8 SILT FENCE 225 LF
UNLINED SWALE & BERM
D-'7'5 LINED Sll'ALE
HAY BALE CHECK DAM BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
----~ -----GRAVEL BAGS OVERLAP --....~ _____ __..__...,,
ONTO CURB 1 ..___,.____
LIMITS OF CLEARING & GRADING
GRAVEL BAGS -------I --....... 700 £4
PUNCHED STRAW/SLOPE STABILIZATION 4000 SF
. .. .. .. .. . .. .. .. . . . . . . . .. . .
+ • • • • • • • • • • • • • • • • • • ... . . . . ... . ... . . . . . . . .
-_,'I' ~,/,r--.,,=µ 3 FT (0.9 M) MIN.
LOG CHECK DAM crmxxL
RUNOFF //
//
GAP BETWEEN BAGS
ACTS AS SPILLWAY
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
HAY BALE CHECK DAM -••• ----•
GRAVEL CHECK DAM
GRAVEL BAGS
ENGINEER OF WORK
RIPRAP 2 CY
LWD SEWER NOTES (CONTINUED FROM SHEET 2)
11. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR
NON-EX/STENC[ OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATlONS INCLUDING, BUT NOT LIMITED TO,
TRENCH SAFETY AND CONFINED SPACE ENTRY.
13. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY TH[ L WO DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION.
14. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER
SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD
INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER.
15. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE
PLANS.
16. A 2-INCH HIGH "s" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR.
17. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BUR/ED OVER fACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND
SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW
PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED
AT THE POINT OF CONNECTION.
1 B. ALL LATERALS SHALL BE CONSTRUCTED CLfAR OF DRIVEWAYS.
19. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AJR TESTED, AND TELEVISED AT THE APPUCANTfCONTRACTORS EXPENSE
PRIOR TO CONSIDERATION FDR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL DTH[R UTILITIES AND UTILITY
LATERALS.
20. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING.
2 RE'/JSE RE'rAINl/,J(; /.JALL SE.1-.lER b,LIC:;JMEN"T 10/19/,,y DfR
Rl:YISE RETAlt-l\NG WALL
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
'I' "<~~ R
'-
DATE
'
NO. 38144
EXP. 3-31-05
INITIAL
CITY APPROVAL
II AS BUILT"
RCE __ _ EXP, ___ _ DATE
REVIE..,ED BY,
APPROVED: LLOYD B. HUBBS 4r
~~ ~ c~~~~ ~ CITY ENGIN -RRCE 2-~9 EXPIRES 12 31
~j}t.~ 05-DTE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: As..s HDP 02-06 409-7A RV,_,D BY, i2e R.
SDE #: 4 724.00
.082803
020304
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