HomeMy WebLinkAboutNotes, Work PLANNER 6/16/2008
CASE NOTES FORM
Case No. , D (2.. C J?/XJ ~ - (jLJCJ 5&:>
Date: &; - 1(9-0 ('S
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I:WorklJow proccsscslPlanning FonnslCase Notes Fonn 2-t2-oS
. 1.-I(r05
Date Received' l.9 .
Planner: SH
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GENERAL NOTES
I. EXISTING INFORt.4All<>>l SHO~ ON THIS ~ 'S BASED ON THE SURVEY PREPARED BY KPFF,
OCTOBER 2007. lHE ~l1CAL OAru1,4 FOR THIS SUR~ IS A lANE COUNTY PUBUC 'NORKS
DEPARTMENT VffillCAl. CONlRQ STATlC>>l W352.. LOCAlED AT THE NORTHWEST CORNER Of
t.l~KENZIE HIGHWAY 126 WEST AND NORTI1 69TH STREET INTERSECTION 25 FEET NORTH or
HIGHWAY CURB AND 15 FEET WEST OF 69TH STREET CURB. A BRASS CAP IN CONCRETE
MONUMENT. STAMPED .USCGS RESET WJ52 1945/1987", NAVD 88 ELEVATlON _ 531.75',
2. ALL l.lATERlALS At-lD WORlO.IANSHIP 'MTHIN THE PUBUC RIGHT-Of-WAY OR PUBUC
EASEMENTS SHALL MEET CITY OF SPRlNGFlELO DEPARTMENT OF f'U8UC WORKS .ST,6,NOARO
_CONSTRUCTION SPECIFICATIONS. 1994" AS AMENDED IN 199B AND 2003 (OR CURRENT
EDIllON), IN AOOlll0N TO THESE PLANS.
J. A1.L pueuc WATER SYSTEM WORK TO BE CONSTRUCTED BY SUB WATER UNDER SEPARATE
PER/lilT. CONTRACTOR TO SCHEDULE AND COORDINATE NEW WATER SYSTEM WORK WllH SUB
WATER PRIOR TO CONSlRUC1l0tt 'NORK TO INCLUDE SERVICE TAPS TO MAIN, WATER l.IETER,
FIRE: H'lOOANT AND PUBUC UNE INSTAll.ATlON. CONTACT BART McKEE (SUB) AT
541-744-:5756.
4. ALL CONSTRUCTION AND l.4A TERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT
SPEClRCA TlONS AND THE APPUCABLE REOUIREMENTS Of THE 2002 OOEGON STANDARD
SPECIFICATIONS FOR CONSTRUCTION, THE CURRENT EDITION CF THE OREGON PUJ!.!BING
SPEOALTY COOE AND REOUIREMENTS OF THE OTY OF SPRINGfIELD.
5. THE COMPLETED INSTALLATION Sl1ALL CONFOR!.! TO AU APPUCABLE FEDERAL, STATE, AND
LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, UCENSES AND INSPECTIONS
REOUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK
SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION.
6. THE LOCATION OF EXISTING UNDERGROUND UTIUTIES SHO'M<! ON THE PLANS ARE FOR
INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCt.lRATE.
CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES Of ALL
UNDERGROUND UTIUTIES PRIOR TO COMMENCING 'MTH CONSTRUCTION AND SHALL BRING ANY
DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS. 72 HOURS PRIOR TO
START Of" CONSTRUCTION TO PREVENT GRADE AND AUGNI.lENT CONFUCTS.
7. THE ENGINEER OR OWNER IS NOT RESPOI'lSlBLE FOR THE SAfETY Of THE CONTRACTOR OR
HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED'TO IN THE
PERFORMANCE OF THE WORK.
8. BEFORE BACl<FlWNG ANY SUBGRADE UTIUTY IMPROVEMENTS CONTRACTOR TO SURVEY AND
RECORD t.lEASlJRD.lENTS OF EXACT LOCATION AND DEPTH.
9. CONTRACTOR SHAlL ADJUST ALL EXISTING OR NEW FlEXIBLE UTIUTlES (WATER, GAS, TV,
TEL.EPHONE, ELEC., ETC.) TO CLEAR ANY EXIST1NG OR NEW GRAVITY DRAIN UTlUTIES (STQRI.l
DRAIN, SANITARY SEWER. ETC.) IF CONFUCT OCCURS.
10. ALL PRIVATE WAlER N'lD flRE PRESSURE flTTINGS SHALL BE PROPERLY RESTRAJNEO YolTH
THRUSTB1.OCICSPERDETAlL.
11. ALL ROOF DRAIN AND BUILDING LATERALS SHALL HAVE A MINIMUI.l SLOPE OF 2 PERCENT,
UNLESS NOTED OTHER\'j1SE.
12. CONTRACTOR SHALL COORDINATE YolTH PRIVATE UTIUTY COMPANIES fOR GAS, ELECTRICAL,
POWER AND TELEPHONE SERVICE.
1:5. I.lAlERIALS. TRENCH EXCAVATION. PIPE LAYING AND BACKflLL EXCAVATIONS SHALL MEET THE
REQUIREMENTS OF THE 2002 OREGON STANDARD SPEClflCATIONS FOR CONSTRUCTION,
SECT10N 00405, "TREJICH EXCAVATION, BEDDING AND BACKFILL".
14. A TTENTlON: OREG(XII LAW REQUIRES YOU TO fOlLOW RULES ADOPTED BY THE OREGON
UTIUTY NOTlFlCATlON CENlER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010
THROUGH OAR 952-001-0090. YOU I.lAY ClIHAIN COPIES OF THE RULES BY CAWNG THE
CENTER. (NOTE: THE TELEPHONE NUMBER fOR THE OREGON UTlLlTY NOTIFlCATlON CENTER IS
(50:5) 2:52-1987). EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO
757.57 INCLUDING NOTlFlCATION OF ALL PERTlNENT COMPANIES OR AGENCIES WITH
UNDERGROUND UTIUTlES IN THE PROJECT AREA AT LEAST 4B BUSINESS-DAY HOURS, BUT
NOT t.lORE THAN 10 BUSINESS DAYS PRIOR TO COMt.lENClNG AN EXCAVATION, SO UllUllES
t.AAY BE ACCt.lRATaY LOCATED.
15. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTlON.
CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY OF SPRINGf1ELD FOR
REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION.
16. CONTRACTOR SHAlL MAINTAIN AlL UTlUllES TO EXlSllNG BUSINESS AT ALL TIMES DURING
CONSTRUCllON.
17. THE CONl'RACTOR SHALL BE RESPONSIBLE FOR COORDINATlNG AND SCHEOUUNG ALL WORK
WITH THE OVit'lER.
18. THE EXISTING CONDITIONS SHOWIII IN THESE PLANS DO NOT REF\..ECT THE SITE CONDITIONS
THE CONl'RACTOR 'MLL INHERIT AT THE TIIolE wa:!K C<>>.lMENCES. SQ/,(E WORK WAS
COMPLETED UNDER SEPARATE CONTRACT AS PART OF THE TRAILER RELOCATION. THE
CONTRACTOR SHOULD OBTAIN CoPIES Of THESE PLANS AND fAl.lIUARIZE THEMSELVl::S WITH
THE WORK COMPLETED UNDER THE RELOCATlON AND fiELD VERIFY THE SITE CONDITIONS.
THE CONTRACTOR IS RESPONSIBLE fOR MAKING ANY CHANGES NECESSARY TO THE flELD
CONDlTla-lS TO COMPLETE THE WORK AS REOUIRED AND SHOWN IN THIS PACKAGE.
GRADING NOTE~
1-
~
SLOPE AT HANDICAP SPACES SHALL NOT EXCErO 2 PERCENT IN ANY OIRECTlON.
flNISH GRADE ELEVAllON AROUND BUILDING EXlERlORS ARE NOTED IN THE GRADING PLAN, AND
SLOPE AT A MINIMUI.l 2.0% POSITIVE DRAINAGE AWAY FROM THE BUIlDING TO AN INLET OR STREET, IN
ACCORDANCE WITH THE CURRENT EDITION OF THE OREGON STATE BUILDING CODE. fiNISH GRADE
AROUND PERIMElER OF BUILDINQ IS 6 INCHES BELOW FINISH FLOOR Of BUILDING UNLESS NOTED
OTHERWISE.
CONTRACTOR SHALL REFERENCE APPROVED LOAP PLANS AND IllSTAlL AlL APPROPRIATE EROSION
CONTROl I.lEASURES PRIOR TO CONSTRUCTlON,
THE CONTRACTOR SHALL ADHERE TO THE RECOI.lt.iENDATlONS AND REQUIREMENTS CONTAINED IN THE
PROJECT GEOTECHNICAL INVESTIGATlON AND ENQNEERJNG SERVICES REPORT AND THE APPROVED LAND
DRAINAGE AND ALTERATION PERMIT FOR ALL GRADING ACTIVITIES SlJOi AS TQPSO"L STRIPPING, SITE
PREPARATION, FlLL REMOVAL AND STOCKPIUNG, COMPACTED fltL SlOPES, SlOPE STABIUTY, FOOTING
SETBACKS, EXCAVATlON, TRENCHING N'lD ~T ~THER CONSTRUCTION.
THE CONl'RACTOR IS RESPONSIBLE FOR DEMOUTlON Of EXISTING PAVEMENTS, CURBS, AND OTHER SITE
ELEt.AENTS \'j1THIN PROJECT AREA.
fiNISH GRADES INDICATED IN PlANTlNG AREAS AND STORt.l fAClUllES ARE TO TOP OF TOPSOIL OR
MULOi. CONTRACTOR SHALL ACCOUNT FOR DEPTH OF TCf'SOILjMULCH IN THESE LOCATIONS YltlEH
ESTABUSHING THEIR SITE GRADING.
.-
,-
.-
,-
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ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH
DEPARTMENT, CHAPlER :5J:5. WAlER t.AAINS SHALL CROSS OVER SANITARY SE~S
YolTH A 16" t.lINIMUM ClEARANCE .B~ OUTSIDE OIA1.lETERS or PlPE YolTH ALl
PlPE JQlNTS EOUIDISTANT FROt.A CROSSING. HORIZONTAL SEPARATION BETWITN
WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTAUATIONS SHAU BE 10'.
MAINTAIN 12" I.lINIMUI.l VERTICAL DISTANCE FOR ALL OTHER UTlUTY CROSSINGS
AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES 'M-IERE IT IS NOT POSSIBLE
TO MAINTAIN THE MINII.lUM 10' HORIZONTAL SEPARATlON, THE WAlER I.lAlN SHALL
BE LAJD ON A SEPARATE SHElF IN THE TRENCH la"MIN. ABOVE THE ~
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Date Received:
Planner: SH
8CHEDUl..E OF DRAWINGS
~.~ law.. NOTES. LEe:: ABBRE\1ATl<>>lS
Cl.1 SlTEASSESSI.lENIPLAN
- C2.0 jSlTEDEMliiTiOiiPLAN
--cs:o-- UTlUTY PLAN
~ HalIZ<>>ITAL COOTROL "" PA~G PLAN
- CS.O IGRADING PLAN
C6.0 ICI'.iL'DETAlLS
C6.1 IClVlLDETAILS
- C6.2 IOVlL DETAILS
~ QW:OCrAILS
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DRAWN BY:
AM'
CHECKED BY:
JU<
DATE:
5-31-2ooB
TITLE:
CIVIL NOTES, LEGEND,
& ABBREVIATIONS
SCALE:
v
SHEET NO:
(1 .0
7821cY.~
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1. THE $UB.ECT PROPERTY IS OUTSIDE THE aTY OF'
SPRINGflElD'S WElL HEAD ZONE OF CONCENTRATION.
2. S01LS ON THE SITE ARE 106A, PENGRA-URBAN LAND
COt.lPLEX PER ~E SCS SOIL SURVEY FOR LANE
COUNIY, OR.
J. EXISTING INFORMATION SHOWN ON THIS PLAN IS B.l.SED
ON THE SURVEY PREPARED BY KPFF SURVEY. SEE
GENERAL NOTE I, SliEET Cl.D.
4. niE PRO..E:CT SITE IS CATEGORIZED AS ZONE X, AND
NO PORTION OF THE SUBJECT PROPERTY UES WITHIN
ANY flOOD PLAIN. PER FLOOD INSURANCE RATE t.lAP
NO. 41039C1167 F (JUNE 2, 1999).
LEGEND:
IlUIllllNC ounu:
;:u SlO['jI'AlJ(/CONtRfTE
BIJILDlNCO\lO!HAIlG
OENOTLSCURBUNE
OENOrrs mGE Of.o.SPHAU
OENOTESI'ROf'ERTYUHE
=Q<lErn;~
UPURGRtxJ1itl f13DI a>nc: U'lE
U~Glll.ll.lMlELECTRlCAl.UNE
STOR>.lUNE
S/o.NITARYSE'/lERUNE
WATtRUNE
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~PO'IIOIUNE/lD..EPttO'lE
ExlSllNCEASElIENT
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DRAWN BY:
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CHECKED BY:
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DATE:
5-31-2008
TITlE,
SITE ASSESSMENT
PlAN
SCALE:
SHEET NO:
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SANITARY /STORM SYSTEM TABLE
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IE 18. IN ISEI-s:l6.W 11I;11l1El-~~6.95'
IE 18'Oll1'[!I_S.26.~5' IE\.~ 1E}-529.6~
(3)STOIUlMANI/OU; IE IS' Oll1'1III-S.26.68'
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(9) CATCH BASIN
k. ~:~u:.:'5:r11_5:l'
SURVEY NOTES:
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C11lCl:1a:1l1ClC1I131
UTlJTYU'lETOSEDDla.JSHED
DEIIOIDlSlRUC1l.I1IE0EI.IQJ
DOlOUTIONUIolITS TION
1. !HE LOCATION NOTES.
VERIFIED BY TH'f !HIS STORM - . .
2. THE su CONlRACTOR W~I~~S ESTll.lATED
LOCATIci:.":Y ,"~WES ro "ARTIN' ,!:D THE ""TE
",0",,"' ~","'S ""D~~ERGRDUNO ELEC ","UTIDN_ NCE ,"D LD"TION
, DUTION_ DUND ELEC",C TR<C 'UT NO SHAU. "'
_ NO CONNEen UNE SHAU. UNE" SHD
CDNTRACroR ~D UNES 'm.< ."' ""'"ED:;' THE DOSTEN
.. ~;t unu"s ro :"'" PRE~C'i'~',,':'S~~ET,"' ,"D STR THE CONTRAC,g: ~?OR ro
COOTR"'OR J, TEMpe,,"y OF UNES P"~cru" """E SH
,. :;"'TRACTOR'" AU. ruLeY ~~,~~':'ES TO THE SDUlI< ' TD DEMDUTION~"" IN THE SU''''''
EMDUTIDN (GA' ':0';'0'" FOR THE AM TIM'"' OF unUTY't&'tu'''''IN '" SER -
6. ~DONNSlTE WATER U . TELEPHONE, WATE:)G~ENT AND COORDI TlON 'MlH THEVlgtTY'M-IILE IN
Dn", TH NES """E ",TH unuTY NAnON .
7. R EeNDlNEER_ LOCATED DU" PRD.DER. OF AU. POVATE ~
DfTER TD LAND NO THE SOR"'" unuTY
~~";:.;"rt...~6~P~Ss0::A&DDIi!i:"AL OTE DEM - CONTRACTOR SHAU. LOCATE THE UN
._ COOTRACTTlR '""S UN"" DUnON '"FORM E
GENERATOR, :'~~')lNATE DEMDUTI NOTED DTHER~~ONo..C'i:::i'ACTDR TD
. ' ,"D T,"' '" ~ '"D ""'DVAL SHEET OR THE
_ ENCLOSURE. OF !HE PROPAN
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, /IE_523.62:1:
=, 50-
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SLEEVES. SEE
LANDSCAPE
PLANS(TYP.)
\fu)~52ilf'(~~ ,.
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(PR) f- #'''' 6LF-4"RD
o - 11E..52970
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0llIES.
I. CONNECT TO EXIST. 12".ST LATERAL LATERAL ElEVATION IS
UNKNOWN. CONTRACTOR TO VERIFY lOCATION AND aEVAllQN
PRIOR TO CONSTRUCTlON.
2. CONDUIT TO BE INSTALLED FOR FUTURE CONNECTION OF TRAFFIC
UGHT CONTROLS TO $WlTCH ROOIJ. CONTRACTOR TO COORDINATE
INSTAJ..1..A'noN OF CONDUIT WlTH FRANCHISE UlIUTlES (FIBER OPTIC,
GAS. ETC.) INSTAL1.ED IN THIS AREA.
3. FRANCHISE UTlUTlES TO BE INSTAlLED UNDER SEPARATE
CONTRACTS.
~. SANITARY DRAIN IS TO BE VENTED 'oERTlCALLY UP THE WALL OF
THE TRASH ENCLOSURE BUILDING, IN ACCORDANCE WlTH THE
OREGON SPEOALTY CODE AND ClTY QF"'SPRINGflELD REQUIREMENTS.
mAP 1$ TO BE LOCATEO BE~ 12" AND 24" BElOW fiNISHED
GRADE ELEVATION. TRAP TO BE PR0'w"10ED V.lTH HNOl WATER
SERVICE AND AUTO PRllolER TRAP. SEE PlUt.lBING PlANS FOR
AUTO PRIMER.
S. IoIINIMUM SLOPE FOR ALL UNDER-Sl.A8 DRAlNS AND HEAOER PIPES
SHAll. BE 0.0050 FT,tn. FOUNDATION DRAIN PIPES SHALL BE
PLACED ON FOOl1NG ANO SLOPED WHERE NECESSARY.
6. FIRE DEPARTMENT CONNECTION. SEE PLUt./BlNG PLANS FOR DETAIL
LEGEND_
-@X.
IE_XXX.XX
ROOF DRAIN CONNECTION
SEE PLUt.1BING PLANS FOR CONTlNUATlON
ALl ROOf DRAIN CONNCETlONS TO BE
CONflRt.lED WITH fiNAL ARCHITECUTURAt
PL<NS
-ex.
BUILDING W"TtR SER,;\C( LATERAL
CONNECT TO COLD WATER SYSIDt. SIZE
AS NOTED. SEE PLUt.lBING PLANS FOR
CONTINUATION AND BACKFLOW VALVE
INSIDE THE BUILDING,
BUILDING FIRE PROTECTION LATERAL
CONNECT TO BUILDING FIRE PROTECllON
SYSTEM. SIZE AS NOTED, SEE
PLUMBING Pl.ANS FOR CONTINUATION
AND BACKFlOW VAlVE INSIDE "THE
BUILDING.
BUILDINGSANITARYSE~SER\t1CE
LATERAL SIZE AND IE AS !'lOTED.
CONNECT TO BUILDING SANITARY
SYSTEl.t SEE PLUMBING PLANS FOR
CONTINUATION. LOCATION AND SIZE
SHALL BE VERIfiED Willi PLUMBING
PtANS PRIOR TO CONSlRUCTlON AND
ANY DISCREPANCY SHALL BE REPORTED
TO ENGINEER.
-@X.
-€)X"
.IE...XXX.XX
'"
-@X.
BUILDING PERIMETER FOOTlNG DRAIN
LATERAL. CONNECT TO BACKWATER VALVE
PRIOR TO CONNECTION TO STORM SYSTEt.l.
SIZE AS NOTED. SEE BUILDING PlANS FOR
FOOTING DRAIN LOCATIONS.
STRUCTURE NOTES
1. ALL SlRUCruRES ARE LOCATED AT CENTER OF SlRUCruRE
UNLESS NOTED OlliERWlSE iN SlRUCTlJRE LOCATION TASLE.
2. DIMENSIONS ARE TO FAG( Of CURB.
1
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STRUCTURE LOCATION TABLE
I
STRUCruRE
NORTHING
EASTlNG
-'0-'
19970.1
20124.0
COTG-l \9934.9 20079.J
COTG-2 19870.1 20079.J
COTG-3 19886.7 20150.7
COTG-4 19862.1 20\44.9
COTG-5 19862.0 202\4.0
COTG-6 19948.\ 20223.8
COTG-7 19920.0 20114.8
COTG-8 19775.6 20077.6
INLET/SWITCH 1989J.9 20150.4
""ClH 19852.2 20165.8
oWQC8_2 19874.\ 20070.2
oWOCB-3 19937,4 20070.2
STOF-l 19958.8 201\4.8
STOF-2 19969.1 20130.7
STOf"-3 19969.2 20159.2
01-\ 19769.6 2008:2.0
SSORAlN 19849.7 20222.~
FOC 19850.7 20127.J
FH 19842.3 201\4.5
SlRUCruRE LOCATED AT FACE Of CURS
NORTH
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1. AlL DIt.lENSlONS AAE TO FACE OF CtJRB UNLESS NOTED OTHER....,sr.
2. SIGN CODES REFER TO THE C\.IRRENT EOITlON OF THE t.lANUAL ON
UNIFORt.I TR.A.Ff1C CONTROL DEVICES (t.lUTCD).
3. SEE LSA PLANS FOR SIOEWALJ( SCORING LAYOUT, MOWBANO
LOCATlONS, AND FENCE DETAILS.
SEE SHFFT NOTF 3
;me., -
/
.;;.:",,:,,:
PROP TY CORNER
N 19999.
E 20061.0
~j.ZP.PUE"
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-LSA'P't;S"FOR~~n:G "~ -
INFORUATlON
I SEEINOTE 2",
If~'Ju,'!1 ~ ~-
CENTEROFO/W "\. ~
IN 199516 I ""
E 200'76 ::;:
I -""~, -"t.
~ s/W ............... ,-...,
REt.lOVE EXIST- olw AND TO R ~...... ............. >~ ~
"""'ALL...r:..."'UK1:l."t.t. ......~;:o;
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t'1'\1 c::mf>,CPWT~:::::'Y
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(D ~~"~~0,:..:::.,,~~ ~ ~ :':':':':"":'::::.' '!'s: - - 20101.8 J.../ CAb JURB
OjW, 80TH SIDES 01._ ,_' '-!---ARROW -, / / om unf"'HAB CIlRB '~.,.. /"
Of" SjW CROSSING ::J~ (W., "MillE I 0 HIl:lb:l.9 P:: _ /"'"
Rfl' ACE E~ST. CURB ' ~ _ N. 19851.-4 . ~~~7.7 ~E.~<.:::.:'::::::: :\rl.~:. . .
c(n:""/"'E"UJK~ '~~!>...._~ __' 2 1.8 _ I.IlJiNf>,AI _HI ;"(fl/"':"'::""'l .
IcON,,!,^, .~!110:~~~/:/~:'7'O ~~""' 'l%~~}~fu+ ~
j-prn-r..u,1:. 1. ,',;'-': ::~ "" V BAIT&; _ r/ ./"/ _,/ <. LVL...-4.V
CENTER OF O/W 0'10'"''';' 1'1.. //~l}~7"-L.\N 'to. l'" /
. ~li:'~.~ I ~:gA~//,1'J'5:"'.r9'(tw)ij/?v'o; ~ r . ~~""~
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I~ .19-"_'/ I ~ / \'-~-- ----=::::::::: \ \~
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<0 '7, ~ED"'/LO'_~
- - - ~i"=,;ER/ ~'E..u,,~,~,
EXIST. SO
;=a-
r--
t _ 1.--
NOTES:
1. CONSTRUCT NEW O/W PER COS STD. OWG. 3-24.
2. INSTALl. 3Q"x3O" "DO NOT ENTER" SIGN PER IolUTCI) NO. R5-1.
J. INSTAlL 36"x12" "ONE WAY" SIGH PER IolUTCO NO. R6-1.
--30'
CONCRETE
t-jEAVY
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Sw::tJTEXlST.P'vt,l'T 5
ANO OO\\EL TO N
PW'T. l.lATa-l EXISTlNG
STANDAAD CURS
t.lOUNTABLE CURB
FENCE (SEE LANDSCAPE PLANS)
SAWCUT
~
~
P~QPFRTY
/UN~
.
1/';1
1'/'///2
H*t~:0}1~t:~?~~~@
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STAlLS (TYP.)
CONCRETE
SIDEWALK
I CURVE TABLE
I ClJRVE.1LENGTHI RADIUS}
I Cll 11.78 7.501
r---c2 75.04 50.00
I C3 22.21' 100.00"'
I C4 11.181 6.lxi,
I C5 -46.8lil 51.001
I C5 28.111 53.00"'
I C7) 2-4.46 51.00:1
C8' 17.J~ 29.001
C9 J4.211 41.00
C10 41.llil 41.00'1
O~
90'OO'00~1
~:;:"i<:l"F\".
1?',/;,\',F\".
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.
PLAN
FINISH GRADE
jf"
PER PLAN
JOOOPSI
CONCRETE
10 GAGE STEEL PLATE.
ASPHALT DIPPED, GIBSON
STEEl BASINS OR
AP?RO\oD) EQUAL
. ~roSTORM
SYSTEM
6' ~,,--:--IE-SEEPLAN
!--r--l!!^" :. --------SECURE OUllH
". ." TEE PIPE wi S.S.
. ':. :. BAND BOL"IED OR
.. . EMBEDDED 2" IN
. ."1' ~.',.>..::' I::": ~~~J~
OS'., ":':'-E';'-:""::;":'-~
su.p -LE2... _("l;~8ASE "'AlERIA'-
6" --16"-
36"-,
SECTION
CD
4" PERF. PIPE
INLET
(E-SEE PLAN
TRAPPED AREA DRAIN
N.T.S.
w~~~~
'" PLUGGED CROSS "" PLUG OR CAP
~ ~ ~" @EACHAREA1S)S.
OfTAlllIl.ATED
t:~!~_ , TOTALAAEA.
CD~' PLYWOOO Ol,offi
" FACE Of BOLTS.
=
'-
GRATING AND FRAME SHAll. BE GALVANIZED
STEEl MEDIUM DUTY.
0N,T.S.
TRAPPED DITCH INLET
BEND PLUGGED CROSS TEE
t. CONCRETE THRUST BLOCKING TO BE POURED AGAJNST UNDISTURBED EARTH.
2. KEEP CONCRETE nEAR OF JOINT AND ACCESSOfIIES.
J. THE REQUIRED THRUST BEA$lNG AREAS FOR SPECIAL CONNECTIONS ARE SHO'Mll
ENCIRCLED ON THE PLAN: E.G. Q3)INDICATES 15 SQUARE FEET'BEARING AREA
REQUIRED.
4. If NOT SHO'Mll ON PLANS REQUIRED BEARING AREAS AT FlTTlNG SHALL BE AS
INDlCA lID BELOW, AD.lJST If NECESSARY. TO CONfORI.4 TO THE TEST PflESSURE(S)
AND ALLOWABLE SOIL BEARING STR'ESs(ES) STATED 1,N THE SPECIAL SPEaFlCATIONS.
5. BEARING AREAS AND SPECIAL BLOCl<ING DETAILS SHOWN ON PLANS TAKE
PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS
STANDARD DETAlL
!!ARD SURFACF, I LANORCAPE ARiOA
CAST IRON FRA~E AND~ MECHANICAL PLUG
CO~R TO fiNISHED GRADE WITH GASKET
IN PAVED AREAS RISE~ 00 CAST IRON fRAME
AC OR CONCl'lETt PA""NG~ + ~ M i. / SET IN CONCRETE
OR ornER SURfACING '\ /
~;;4~mffi'" .AX
6"~IN '\V~: l~" .: ....II~
, >1;., I 1~-'~111.""0<lP
'.T:""~~.,., I I ...~."; "0: - ~OOOID<P~ IN
40 MIN -L..J .o'~ ., ..,
:.; I I '.'~ CONCRETE PAD
I I . PROVlOE}4' ~IN
I----=:L =fTECE p~R
PI AND RI~ PIPE
I I----RISERPIPE
I I
;':::::: :0\:,
:::. :.....:f-- TRENCH BACKflLL
;::::::F~I /tY .,_ BENO
{/ -".,'..
~ {/ ~ /.:..;~:;....'
I
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-,.'-_-1_
./~." .-, '
:"(1)14~120-
EA. WAY
'53"
"1
1-.- 1.7F
~ , . . '.
',,,<- ~'. '';'''''':'-'
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.....
:7~
I I~' ,---
GREASE TRAP~ ~
I
fllTERINSf:RT
SEE NOTE 3
, REPLAC'EARLE
ABSORBENT
.., POUCHES
~
f
2" MIN
BEARING AREA OF THRUST BLOCK IN SQUARE FOOT
flTTlNG
"IT
TIT 1"-
PLUGGED BEND
ON RUN
A, A,
1.9 1.4
4:3 3.0
7.6 5.4
11.88.4
SOLID nIA~DNO
, l"'LAIt.UU~
SUPPORTS AASHTO .
HS-20 LOADING
L
I!!!I a -<
m!i m!i J
1IIII!!!IiI "
u
TEE. WYE. 90' BEND
PLUG OR PLUGGED
CAP CROSS
22.50' 11.25'
BEND BEND
tjQlES;
1. CAST IRON fRAME AND
COVER SHALl t.lEEr H-20
LOAD REQUIREJ.lENT.
2. fOR CARRIER PIPE SIZE 10"0
AND LESS, PROVIDE RISER PIPE
SIZE TO MATCH CARRIER PIPE.
3. fOR CARRIER PIPE SIZE 1201\1
AND ~ER. RISER PIPE SHALl
BE 100~.
4. RI~ PIPE
MATERIAL TO MATCH
CARRIER PIPE
METERIAL
'-0
"
,..
5_'
.
,
B
.10
NOTE'
AaOVE BEMING ""EAS BASEO ON TEST PRESSURE Of 1S0 PSI AND AN
ALLOWABLE SOIL BEARING STRESS Of 2000 PSf TO COMPUTE BEMING
AREAS f~ DIffERENT TEST PRESSURE AND S(XL BEARING STRESSES.
USE: THE fOLLOWING EQUA l1ON:
BEARING AREA - (TEST PRESSURE/ISO) ~ (2000/SOIL BEARING STRESS)
~ (TABLE VALUE).
o
...
'_0
5_'
B.'
'-0
'-,
"
'-'
'.0
'-5
'-'
'-0
,-,
48.250
=-"""'" '-A
THRUST BLOCK
GRATE.SFF
NOTE 2
14.1.5.
""
BRANCH
NOTES:
'-
CONTRACTOR TO IIlDEN EXCAYA110N AS REQUIRED TO OBTAIN COMPACTION
WllH CONTRACTORS COMPACl1ON EQUIPMENT,
GRATE SHALL BE RATEO FOR HS-20 LOADING AND BIKE l1RE.
NEW CATCH BASINS TO BE INSTALLED WllH CATCH BASIN fiLTER INSERTS.
INSERTS SHAll. BE I.lANUfAC11.JRED BY KRISTAR. I.lOOEL NO. ff-240 AND
INSTALLED PER t.lANUfAC11.JRE'S '^RlTTEN SPECIfiCATIONS.
LEAK PROOf GASKET UNDER SOUD UO.
BOX fABRICATED fROt.l10 GA. t.lATERIAL
INSTALl PLUG
W1rnGASKET
If END Of.UNE
,-
v
- 1"='.------0- '''--'----: ~ _ _ ..J----SERvtCE
"\',:~'~~'::'''~':~..X'~o~'~o:'~':':~:':;':~~BEOOlNG ~~~~~
MATERIAL
,
.-
5.
o
STANDARD CLEANOUT
N.T.S.
WATER QUALITY CATCH BASIN
N.T.S.
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r-~:':;:-'--'F'" --
, '.' ..0<.
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lRAfflC GRATE
Rlt.l-PER PLAN
~
('
,.'
10GAGESTEELPLATE.~
ASPHALT DIPPED. OlBSON STEEL
BASINS OR APPRO\rnl EOUAL
!';l'~T1nN R_R
,,"
l~
I
I '-I
AUTOMATIC ELEClRIC~ I 1\'"\1
ACTUATED VALVE . I "'I
. I I---- ,'-
O:'","GE ~ I \ -1
TO SANITARY _
AT 2'; MIN. . ~...;r- ~~
SLOPE ~__:: ....-a--- I I GREASE TRAP
-- I ~
I 1
48.25"
SOUO DIAMONO
"'LAIt.UU~
SUPPORTS AASHTO
. H20 LOADING
!';l'"~T1nN A_A
-B
n
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::::::::::::::::::::::::::::::::::.
1 ~...IIIIIIi
-III
NOTE:
-8
GASKET
I
I
~
~'------
~~O%SEr
.~Rf'"PIACFAALE
~ ~~~~Etn
J
"I
1. CONTRACTOR TO 'MOEN EXCAVA"IlON AS REQUIRED TO OBTAIN COMPACTION
\\11TH CONTRACTORS COt.lPACTlON EQUipMENT.
2. GRATE SHAlL BE RATED fOR HS-20 LOADING AND BIKE TIRE.
.J. NEW CATCH BASINS TO BE INSTALllD WITH CATCH BASIN fiLTER INSERTS.
INSERTS SHAlL BE t.lANUFACTURED BY KRlSTAR. t.lOOEL NO. ff-240 AND
INSTAlLED Pm MANUfACTURER'S 'M'!ITTEN SPEOflCATIONS.
4. lEAK PROOF GASKET UNDER SOlID UD.
S. AUTOMA"IlC AIR ACTUATED VALVE ON 2" OIA. PIPE.
6. BOX FABRICATED FROM 10 GJ.. t.lATERIAL
CD
N.T.S.
SANITARY/STORM INLET WITH SWITCH
U.V DOOR 2.3.3-222p ~
ONE OPENING CENTER;ED _ _~ '0'
1 I -6 -MIN.
6wSD : I
~"I I
FLOW:I :
rsW BA~KWATER VALVE
I I
6WSO C
==::::J 0
f'
TOP OF VAULT T01 ~ PLAN
HAVE NON-SUP
SURFACE AND MEET
ADA REQUIREMENTS
U.V. Dt~~1.~~233_222P. _'_ _'." .
i
6" MI .
FLOW 'I
6'SD h -
:: Q6" ~INn. "
:.:;.::.:.::,.-:.:_:;,'!:~:;,'j:~:;,:;,'j:~:~:;<::..:.
SECTlON x~u~~gBIR~%C~!e~ULT
tl..QlL.. . MANUFACTIJRER
1. ~EAgg~IfMAo1r~fE ~~LLvlt~,l1:1fu9~~E8NLf ~Df e6~~Ag~o~T1kH}ct~~LTS
VAULT SIZE AS NOTED FOR REFERENCE ONLY AND IS NOT GUARANTEED
TO MEET REQUIREMENTS..
(SW BACKWATER
VALVE
_________"';.._~G
l ' . .,,~-::., ~
NONSHRINK
GROUT (TYP.) ~
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N.T.S.
I
r=="'"==1
I ~'~.::;: I .1
";T"ON~:
""
1--4"-1
...
.
~~~ ~~D~~S~~~~TAp~1IN~~~ANOUT. AND MEANS Of'" l.4AINTAlNlNG lRAP
2. SEE t.lEQiAN1CAL PLANS FOR AUTO PRIME INFORt.lATlON.
1~lll,."..1t:
o
SANITARY DRAIN
N.T.S.
DRAWN BY:
AMF
CHEO<EDBY:
JLH
DATE:
5-31-2006
TITlE,
CIVIL DETAILS
SCALE,
SHEET NO:
(6.1
7821ctLdwg
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CONCRETE PAVEMENT
6' BASE COURSE
"'""'-
I. CONCRETE SHALL ~E +000 PSI.
2. I.tAXIMUI.l CONtROL JOINT SPACING SHAlL BE 12 FEET.
3. l.tAXIl.lUM CONSrnUCTlON JOINT SPACING SHALL BE 36 FEET
12" GRANULAR WORKING BLANKET
o
HEAVY CONCRETE
PAVEMENT SECTION
N.T.S.
1~R8 EXPOSURE 'E' - 6". VARY AS SHO'WT'l ON PLANS
OR AS DIRECTED.
2 CONSlRVCT CONTRACTlON JOINT SPACING AT 15', AND AT
ENDS CF EACH INLET AND RAMP. CONSTRUCT EXPANSION
JOINT AT 200' MAX SPACING, AT POINTS OF TANGENCY AND
AT ENDS OF EACH DRIVEWAY.
3 TOPS OF AU. 'CURBS SHALL SLOPE TOWARD THE
ROADWAY AT 2"UNLESS OTHERWISE SHOWN OR AS DIRECTED.
~ DIMENSIONS ARE NOt.lINAL AND l.IAY VARY TO CONFORM
V"TH CURB "'''''CI''UNE APPROVED BY TI1E ENGINEER.
la'R
""AU. TO,\ -r-7' *. R
TOP OF CURB '\ Ij
~"1=flf=r.'" PA"".."'..T
- . 11 ::~ .~'. '.._n____m_ ""
~ .; .;~.:.::~ ,';::;:!.~~:;:;:;:Y::":::I',:,,;,,:~,;,:,::,,;;~
L.......,-
. ",
. -.:.---.f'.:;.
1",:,,-"':-''-
,.........;.........
7.5'
o
STANDARD CONCRETE CURB
N.T.S.
r~. R /rtu~~E~EA
PA"'EN'\, ~I~ " R{;;;i ~ p~ PA"N" PlAN
"";,, I ,,_////_-" ,':'.,":' :::: -I
~':,~'\.'\,:'\1:............:;;. =:ill
, .7:'/.:--tS:!.?:!.:!.:" . . -'Iill'l ' ~
.~.ii~rii~ii%~III~I~~III~
COMPACTED/ BASE
SUBGRADE MAlERlAL
"'""'-
1. CONCRETE SHALL BE 4000 PSI.
2. INSTALL CONTRACl1ON AND EXPANSION
JOINTS AT SPEOF)ED DISTANCE.
@
MOUNTABLE CURB
N.T.S.
~"" *'R(T'<P.)
1. -l ~ ~ 1" EPOXY BONO
':0 '. :"" . ~PAVEMENT
___1::':<-
@'\//, /, /A //~'/".
"'""'-
1 CONSTRUCT CONTRACl1ON JOINT SPACING AT 15'.
.'.No AT ENOS Of EACH INLET AND R.AAtP. CONSTRUCT
EXPANSION JOINT AT 200' MAX SPACING, AT POINTS
Of TANGENCY AND AT ENDS Of EA<>! DRIVEWAY.
2. DIMENSIONS ARE NOMINAL AND MAY VARY TO
CONFORM WITH CURB MAa-1INE APPROVED BY THE
ENGINEER.
@
EXTRUDED CURB
N.T.S.
"'""'-
1. CURB EXPOSURE 'E' .. 6.. VARY AS SHO\'otol ON PlANS
OR AS DIRECTED.
2 CONSTRUCT CONTRACl1ON JOINT SPAONG AT 15', AND
. AT ENDS Of EAa-1 INLET AND R.AAtP. CONSTRUCT
EXPANSION JOINT AT 200' MAX SPACING, AT POINTS OF
TANGENCY AND AT ENOS OF EACH DRIVEWAY.
3 TOPS OF All CURBS SHAll. SLOPE TOWARD THE
. ROADWAY AT ~ UNlESS OTHERWISE SHO\'otol OR AS
[XREClED.
4 DIMENSIONS ARE NOMINAL ANO MAY VARY TO CONFORN
. WITI-j CURB MACHINE APPROVED BY THE ENGINEER.
S. SEE JOlNT DETAIL 6/C6.2
3. AC SURFACE
/COURSE
I L,"~" ._'
m!~:l.fIDl-";.;.-!.t~4J;~.~4t:~~~~1
GEOTECH
FABRlC
50' l
. /CONCRETE SIDEWALl<
STANOARD"-.... - 6 r- .... THICKNESS VARY
CONCRETE "- I /R~'4 2,.
I ; "''''., '..,', ": 1==111
PA",,~~RB " . I ..,. ..----:,' ,..........:...,.."..,...,.:.;.1,1-
,'. '''''''.'''''.'' ,.,',.:.,,:.:...,'..:..,; ,. """i' "'I n""f.[gilT
L\.;":~:;;5,~fjJ:; ...... .... . .. ,,,-,,, ffi-
STANDARD
CURB & SIDEWALK
CD
STANDARD ASPHALT
PAVEMENT SECTION
N.T.S.
CD
N.T.S.
GEOTECH
FABRIC
L
,
d
I
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I"
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PAVEMENT SECTION
N.T.S.
1 ~ ~;:::x:a: ~<
'j' ,@@@@@qr<
,@@@@@~c
OJRBAL J
RAMP WlOTH VARIES
"'""'-
, DIMENSIONS ARE NOMINAL AND MAY
VARY TO CONFORM TO MANUfACTURER'S
PRODUCTS APPROVED BY ENGINEER
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lAMP n:xnlRF PATTI'IN
'-
"'""-
DETECTABLE WARNING TEXTURE TO BE
GREY, AS APPROVED BY ARCHITECT.
G)
RAMP DETECTABLE
WARNING TEXTURE
N,T.S.
o
WHEEL STOP
N.T.S.
"'""'-
1. CONSTRUCT CONTRACl1ON JOINT $PAONG AT 15', AND
AT ENDS Of EACH INLET AND RAMP. CONSTRUCT
EXPANSION JOINT AT 200' MAX SPACING, AT POlNTS OF
TANGENCY AND AT ENDS OF EACH DRIVEWAY.
2 TOPS Of SlOEWAU< SHALL SLOPE TOWARD THE
. ROADWAY AT 1~~ UNlESS OTHER'M$E SHO\'otol OR ^S
DIRECTED.
3. SCORING PATTERN AND SCORING DETAIL PER LSA
PLANS.
4. BROOM FlNISH ON CONCRETE UNLESS NOlED OTHERWISE
ON LSA PlANS.
5. sn: JONT DETAIL 6/C6.2.
I B_Q_W.
q)~m_r.tIRR
_' \ VARIES_'_6.-----I
6 ----r\ 6' 10111'1. I
E-",,' ~I~ 1."
"""iiAr "'F t;l;Ar;"
r ...........
. ...........
N .... .....
t..... .....
OJ'" / 1 / >---A_O_ PA"NO
EDGF OF' RAMI'
lU tll:. rLU::'H 1\1 TRANSIl10N
ASPHALT CURB EXPOSURE
JLH
VARIES
(SEE PLAN) I
4. THICK PORTLAND
1%-2%: / CEMENT CONCRETE
~~:..,;, .:T":: ,.:::..;.':.:;.,~.,,:;:~,,./,;.~~It
111m."":;;-"";':"::":;'-"i:;':"i:'.:~, "i:,,:;,-"i:":''-'''';I-;'-'I'l'I'''''-I''ll~-111
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SUBGRAOE
1__fJ;H",~ O{.J<l'P~J
0)<::ID-
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DRAWN BY:
AMF
CHECKEOBY:
"-""'-""W
OATE:
5-31-2006
CURB RAMP T
FlUSH WITH ASPHALT
TTrIJ;,
CIVILDETAlLS
6.0' (TYP.) 1
20" MAl5. _..
~'::=7:~~
(6.2
0)
CONCRETE SIDEWALK
N.T.S.
SCALE:
SHE~ NO:
o
"""""
MID-BLOCK CURB RAMP
N.T.S.
71121dl.~
PLANllNG PER
LANDSCAPE PLANS
-BlOSWALE
RJ'oUl ROCK
=
1. LONGITUDINAl SlOPE TO BE AS SHOIlotol ON PlANS OR 0.5% MINIMUM.
2. SEE Pl..ANTING Pl..ANS FOR $WALE PlANllNG.
CD
BIOSWAlE
N.T.S.
.
.
in
d
~("'1ER"PE'"
-/. W/ GRATE COVER
" - - .
L ..." I
STORM PIPE J ~-
~
~
2.
~
""""-
1. INSTALL ROCK 3' WlOE.
2"-6" ClEAN
ROUND Rl'oUl ROCK
o
8
ROCK OUTFAll
N.T.S.
;;S~;:E:: :t;:~
DRILLED ole: EPOXYED IN
PLACE
" ,id~:<'r':~'.*"'ST COOCRm
L' .-'...... .....0:.....
Q)'~ '~"m\
.....:l\,;,.-:'.:.
, .....'.,
A/C P\IM'T
---.:... DIFFUS1NG EDGE
CAST IN PLACE CONCRElL SEED CONCRETE '1'0111-1
ROUND ROC!(. LlINIMUM SIZE ROCK TO BE 3/4" MAXIMUM SIZE ROCK 2"
ROCK SHALL BE EMBEDDED INTO CONCRETE TO HALF Of ITS CIRCUMfERENCE
SPACING BETWEEN ROCK SHALL BE A MINIMUM OF 1/2" AND MAXIMUM Of 1"
SEE SITE PLAN fOR LOCA1l0N OF DIfFUSING EDGES
r- 3/4" EXPANS10N JOINT MATERIAl, HOLD DOIlotol 3/4" BElOW fiNAL GRADE.
SEAL GAP Wl11-l SELf LEVEUNG WATER PROOF AND UV PROTECTED SEALER.
-MINIMUM 4" BASE IAAT'ERIAL
COt.lPACTEO OR UNDISTURBED SUBOOADE
DIFFUSION EDGE
N.T.S.
~
STRIPING & PAVEMENT
STENCil REQUIRED
(Wl-lITE PREfERRED)
BLUE BACl<GROUNO ole: BLUE PAINTED CURB OPT10NAL
_ SIGN-0020-aB
1'-0"-'
2" BET'M:EN EDGE
jOf R~N~:~~~I~I,C~: ~.; ~
>, _11~lliiil~o~o~o~j i
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311=-III_m=IF lIE=: IE'''-
Ill:=- ''=IT -"111=111 =1 '
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.;
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CONCRETE JOINT TRANSITION
N.T.S.
M'M-IEEl. !'ITOP . EDGE Of,
IS, \ARKlNG LO~.
BROOM BROOM
.~~
1/~:-"~~~:~~Li?0/,tTr" :,'.,
';"-,;':'.'--':":>:-'-'.;.':''':~lJf
NOTE:
1. JOINTS TO BE HANDTOOlEO.
Z. SCORING PATIERN fOR SPECIAL OR DECORAllV'i.: PA'o1NG
AREAS IS SHOIlotol IN ARCH. AND LANDSCAPE ARCH. PlANS. If
SPECIFIC SCORING IS NOT SHOIlotol, THEN JOINT TO BE
INSTALLED ACCORDING TO 11-IE PROJECT SPEClflCAT1ONS.
ADA SYMBOL SIGN WlTH-.,
~ ',,,, "CESSlBLE'
TEXT SHALL OCCUR
ONLY AT STAllS
SHO't.N ON PLANS
L9.0'm:'.
(V.N.O.)
G)
CONCRETE JOINT
N.T.S.
@
q~ jRAIAPDETECTAElLE
~ . WARNING TEXTURE. SEE
DETAIL a/ca.2
OR20-SB.D
-"--' -''THHIHmHHHl
rH~.
L.. 1_ ,
r{.;-,;-, f
~V:
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4"'M1ITE~:
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~~..,a~.
, a' W/STO. ADA -l ....
9' (n-?)_ -8' w/V~ ADA d
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N.T.S.
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DATE:
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J. OPTIONAL HEAT PROVrDE;D BY 12', 120v, I-PH HEAT CABLE.
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DRAWN BY:
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CHECl<ED BY:
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DATE:
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TITLE,
CIVlLDfTAlLS
SCALE:
SHEET NO:
(6.4
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