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HomeMy WebLinkAboutSouth 8th Ave and Cleveland Street - FY 2005 SOUTH 8TH AVENUE AND CLEVELAND STREET - FY 2005 - � i! 8TI4 AND CLEVELAND C i' CONSTRUCTION AREA r 6 MONTANA STATE UNIVERSITY Naeo �i¢rM:waw — '1 j1 BOZEMAN, MONTANA �m+nr,wl oina:i 1 uiwx� 1E1 E J UNE 13, 2008 PP A# W`-0129 , © L� aEIE SHT. NO. SHEET TITLE --- - °� ILL ❑� CVR COVER SHEET a.nniw� ❑ G1 STORMWATER POLLUTION PREVENTION PLAN C D1 DEMO PLAN — S. 8TH AVENUE F acc D2 DEMO PLAN — W. CLEVELAND STREET W o Ln i iiill�� III MAeb Lq ¢it 'd D3 DEMO PLAN — S. 7TH AVENUE [ALTERNATE] to U r� Hm NOW W1 WATER MAIN IMPROVEMENTS — S. 8TH AVENUE LL �, I g W2 WATER MAIN IMPROVEMENTS — W. CLEVELAND STREET X ® � W W3 WATER MAIN IMPROVEMENTS — W. CLEVELAND STREET SS1 SANITARY SEWER IMPROVEMENTS — S. 7TH AVENUE [ALTERNATE] y Z E1 LIGHTING AND ELECTRICAL IMPROVEMENTS — W. CLEVELAND STREET C1 STREET AND STORMWATER IMPROVEMENTS — S. 8TH AVENUE C2 STREET IMPROVEMENTS — W. CLEVELAND STREET C3 STREET IMPROVEMENTS — S. 7TH AVENUE I�1:.-TE VICINITY MAP I ? ATE] C4 STRIPING AND SIGNAGE PLAN — S. 8TH AVENUE—- - ----"1aoT To SCALE � --�_ C5 STRIPING AND SIGNAGE PLAN — W. CLEVELAND STPEET WJ JIW -I C6 STRIPING AND SIGNAGE PLAN — S. 7TH AVENUE [ALTERNATE] "" LS1 LANDSCAPING/IRRIGATION — S. 8TH AVENUE �w .-.o LS2 LANDSCAPING/IRRIGATION PLAN — W. CLEVELAND STREET LEGEND: RW1 RETAINING WALL — W. CLEVELAND STREET — AREAS NOT DEFINED BELOW ARE NOT IN THE CONTRACT(NIC) AND SHALL NOT * �`al BE USED BY THE CONTRACTOR, MACHINERY, OR PERSONNEL DURING THE TERM w za ua . i OF THE CONTRACT. DT1-3 DETAIL SHEETS d3yv-- \\ CONSTRUCTION STAGING AREA AND SCOPE OF WORK: 1. SITE SHOWN IS THE MAXIMUM AREA AVAILABLE TO THE CONTRACTOR FOR MATERIAL C STORAGE, EQUIPMENT STORAGE, AND OTHER ACTIVITIES RELATED TO CONSTRUCTION. GENERAL NOTES LANDSCAPE DESIGN BY. ELECTRICAL DESIGN BY.' 2. ALL AREAS USED FOR CONSTRUCTION OR AREAS DAMAGED DURING THE EXECUTION OF MARY KECK SCOTT RITTER, E.E.THIS CONTRACT CONTRACT SHALL BE REPAIRED AND, IF NECESSARY, RESOODED WHEN CONSTRUCTION '--- * 11 ` 1 IS COMPLETED, 1. THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED OFF OF EXISTING MSU UTILITY RECORDS AND ARE GARDEN CREATIONS RITTER ENGINEERING ---��PR�„p J� NOT GUARANTEED FOR ACCURACY. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY THE EXACT 411 N. 3RD AVE 2612 SELVIG LANE BOZEMAN, MT 59715 PO BOX 1352 3. EXISTING TREES AND SIDEWALKS SHALL BE PROTECTED FROM DAMAGE AND SHALL BE LOCATION OF UTILITIES PRIOR TO BEGINNING CONSTRUCTION- CONTACT THE MSU OFFICE OF FACILITIES SERVICES (406)586-4455 BILLINGS, MT 59102 DRAWN 111':711E I. REPLACED BY CONTRACTOR IF DAMAGED. AT 994-5455 FOR UTILITY LOCATES. (406)651-8741 Rr17ER'FUBY:ZWL 4. NO PARKING IN STAGING AREA OR ACCESS ROUTE. SEE PARKING MAP FOR PARKING 2. ANY DAMAGE TO EXISTING IRRIGATION SYSTEMS DURING CONSTRUCTION WILL BE REPAIRED AT CONTRACTOR'S REY. RLscwrllON oTn_I) AREA. ALL VEHICLES OTHER THAN DUMP TRUCK AND MATERIALS DELIVERY TRUCK MUST EXPENSE. HAVE VALID PARKING PERMITS AND BE PARKED IN DESIGNATED MSU PARKING LOTS. Ij 3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AT CONTRACTOR'S EXPENSE.5. ALL VEHICLES TO LEAVE STAGING AREA IMMEDIATELY AFTER COMPLETING INTENDED AS-BUILT DRAWINGS TASK. -- 4. ALL WORK AND MATERIALS SHALL CONFORM WITH THE 'MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6. CONTRACTOR WILL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED AREAS OF (MPWSS), FIFTH EDITION" - INCLUDING ALL ADDENDA THEREOF, THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS AND THE SPECIFICATIONS FOR THIS PROJECT. SPECIFIC TO MSU, IN CASE OF A CONFLICT BETWEEN REGULATORY BUILDING AND/OR LANDSCAPING. STANDARDS AND SPECIFICATIONS, THE. MORE STRINGENT WALL PREVAIL. Prepared by 7. CONTRACTOR SHALL PROVIDE MEANS OF SECURING CONSTRUCTION AREA AND MUST 5. WHERE CONDITIONS ARE ENCOUNTERED WHICH APPEAR DIFFERENT FROM THOSE INDICATED ON THE PLANS OR F' J KEEP ONE CROSSWALK ON SOUTH BTH AVENUE AND ONE CROSSWALK ON CLEVELAND IN THE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO THE PERFORMANCE OF WORK. HKM Eflglfle@flfl9 STREET OPEN AT ALL TIMES. NO lerTechnolo Building COVER SHEET 6. THE SAFETY MEASURES REQUIRED OF THE CONTRACTOR ARE OUTLINED MORE FULLY IN THE SPECIFICATIONS. PP Technology g THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SAFETY AND SHALL TAKE WHATEVER ADDITIONAL 920 Technology Blvd,Suite A CONSTRUCTION STAGING AREA: FENCE 10 ENCLOSE ALL AREAS USED AS CONSTRUCTION MEASURES ARE NECESSARY TO ENSURE THE HEALTH AND SAFETY OF THE CONTRACTOR'S EMPLOYEES, STAGING AREAS. PROVIDE A FENCE WHICH PREVENTS PEDESTRIANS FROM ENTERING THE SUBCONTRACTORS AND BUILDING OCCUPANTS, OF PEDESTRIANS AT OR NEAR THE CONSTRUCTION SITE AND Bozeman,MT 59718 j O CONSTRUCTION STAGING AREA. TIE CONTRACTOR NEED NOT MAKE USE OF THE ENTIRE ACCESS ROUTES, AND OF ALL OTHER PERSONS IN AREAS AFFECTED BY THE CONTRACTOR'S ACTIVITIES. (406) 586-8834 ----— CONSTRUCTION STAGING AREA SHOWN. ALL CONSTRUCTION STAGING AREAS WHICH ARE - DAMAGED SHALL BE RESTORED WHEN CONSTRUCTION 15 COMPLETE. 7. EROSION CONTROL AND A STORMWATER POLLUTION PREVENTION PERMIT IS THE RESPONSIBILITY OF THE EON G I 406) 58 N E E R I N G FAX ( 6-1730 03-U[29__ CONTRACTOR- DO NOT BLOCK ANY ROADS OR SIDEWALKS. ALL CROSSWALKS ARE TO REMAIN OPEN SO 8. ANY ROAD CLOSURES MUST BE COORDINATED THROUGH THE ENGINEER, MSU AND THE CITY OF BOZEMAN, r1 ---- AS TO ALLOW AT LEAST ONE NORTH-SOUTH AND EAST-WEST PEDESTRIAN ACCESS IN AN DETOUR ROUTES MUST BE SUBMITTED FOR APPROVAL THROUGH THE ENGINEER AND WALL BE REVIEWED BY THE PROD. No. 04M031.190 —MARCH 17, 2009 O INTERSECTION. THE DRIVE ACCESS ON SOUTH 7TH AVENUE, INTO THE HAMILTON HALL CITY OF BOZEMAN AND MSU. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL INCLUDING, Sf;E�� - RESERVE LOT, SHALL REMAIN ACCESSIBLE DURING CONSTRUCTION. BUT NOT LIMITED TO, DETOURS, SIGNAGE AND FLAGGING PERSONNEL. I 9. THE CONTRACTOR SHALL PROVIDE A SET OF AS BUILT DRAWINGS TO THE ENGINEER PRIOR TO FINAL C��```�`N�T.q"�---'_ I CONTRACTOR IS RESPONSIBLE FOR PURCHASING PARKING PERMITS FROM MSU UNIVERSITY ACCEPTANCE. :*ZACHARY W. 3 POLICE FOR ALL CREWS AND SUBCONTRACTORS. REFER TO DIVISION 1 SPECIFICATIONS O FOR PARKING RULES. 10. ANY REMOVED STRUCTURES SHALL BE DISPOSED OF OFF SITE IN A LAWFUL MANNER BY THE CONTRACTOR. o+;p4, LOVIE .'w� _ , 12923 PE ;W�� Z W.4CHARY LOWE W923 PE µPro - O4 CONTRACTOR TO OBTAIN APPROVAL OF CONSTRUCTION STAGING SET-UP FROM MSU f"E Elp JEER FACILITIES SERVICES BEFORE BEGINNING CONSTRUCTION, --S�� A����?``` �� 3-1 7-09 WI I BMPs TABLE -----� SILT FENCING PROJECT ,LIMITS _ i 'Ziu"` � ;� - CONCRETE WASHOUT AREA STORM DRAIN INLET PROTECTION W.l1ARRISO STREET I T RM I � - —�� DRAIN I ,flARRI PROTTECTION I 5TRE ® STABILIZED GRAVEL PAD (n'P I „ ; 2{:tbe1� �'Va .t�e �ffif;uYuds�N¢•tlii'� .. VtL DRAIN INLET PROTECTION � N ` (TYP.) I - �� N- •" D . 30 0 30 60 scale feet Q �N ,y{yp I "i 11• � � W r 1.r _. OV-eo z ao�0K ianPR��pd UO -musna:a_ r,S� ,•u - 'n— _ �~ I ::i I REA7EW'F.D BY:LR'L REV. DESCREMON DATE F I / Z 3 — _ -- I B TABLIZGRAVEL. — -- ----------- �I FE CE —— ---- ft -- W.CLLV LAND ST ---"-_----— - STORMWATER o � � i— POLLUTION CONCR TE _ DRAIN ��` x y - - - -," PREVENTION -WASH T INLETtua r, PLAN PROTECTION — a.. - - 03-0129 —^ i ^� 1 �<°- _ .�✓� / y I I SHEET —TREES AND/OR EXISn / LANDSCAPE OR SITE ATURE ARE r TO BE PROTECTED. PROVIDE ��y; DRIPLINE/TREE PROTECnON AS APPROVED BY MSU. (TYP.) AS-BUILT DRAWINGS I , G1 3-17-U9 6 q0 F 0 20 LtiI feet i In � > 4 DIA. FIRE LINE - , - Y.. L.. �rWA • / � N CON E AD CA INTERS ECTI TO REMAIN OPEN PTO'.PEDESTRIANS DURING CONSTRUCTION I ' . .. .:,. �11� •,. � it-- ------------- a� 0 A� r, e m m REMOVE AND CONCRETE APPROACH EXISB DISPOSE OF CO z rtg l � FE a / I \ `\ Z CL OH OtN - \ EXISTN- CURB AND \ REM CONNECTING POINTSII: \ ' .,ri 7" ~� `p•, ,•y�```• IP O CUTTER(TYP.) y _ WATER MAIN BE � I CIS P REMOVE D DISPOSE OF :1 _ i; I l c ._ x DRAWN BY:TOG F+�I F TING P VEMENT IYP. \ i : II' _ �• c Xf�,l-�.- f.7 k DATE l � RlVWED BY, L REV. DL%MUMON ) \ PORTIONS OF THE LANDSCAPED I ill CA jPi -'- l BED WILL BE DEMOLISHED AND: �._ 1 REPLACED AFTER PRELIMINARY : {.: L +^�.J \ L ANALYSIS OF WATER MAIN WORK.` 1"1 i" !✓ I �� `�\ "{^.. �I� I COORDINATE VA111 MSU GRWH DEMOLITION llll a� rs \, PLAN - S.8TH AVENU E i I � Al i t I r f I i - •:I� l ' � i I . . I I I _- � It.' }�J I Y 7' _ I I I I 03-0129 I { - I i�I i 1 SHEET ' � I <. I • I I' j I it AS-BUILT DRAWINGS D1 3-17-09 CoDrriaht 0 200B HKM Enainserina Inc.. All Rights Reserved. REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVE _ QUADS ` z� ..PROTECT ALL EXISTING REPLACE DAMAGED--I F LANDSCAPE TO ORIGINAL I � i ' CONDITION. TYP. ' �/ REMOVE AND DISPOSE OF EXISTING PAVEMENT(TYP. REMOVE AND DISPOSE OF 'I I tj.1 - / GU TYP. - / J J 1 iti.. I A-`SilaraFL O I 1 to< TREE REMOVED AND I I I III jR MOVED D DISPOSED DISPOSED OF BY N CONTRACTOR. SERVICE DRIVE--�- R MOVED RIVECON lE SHRUBS REMOVED AND TREES ARE TO BE REMOVE FIRE HYDRANT STAIRWAY DISPOSED OF BY pRO1ECTED. PROVIDE REMOVE CONDUCTORS REMOVE AND RELOCATE CONTRACTOR. BE EN LUMINAIRES LUMINAIRE DRI AS A TREE APPROVED BY SU. REMOVED AND RELOCATED AS APPROVED 8Y MSU. REMOVE ON CONDUCTORS I REMOVE AND DISPOSE OF (TYP) BETWEEN LUMINAIRES LUMINAIRE Q EXISTING CONDUIT on BETWEEN LUMINAIRES W REMOVE AND RELOCATE a w o LUMINAIRE =m?m� QUADS wto w rOH VI INTERSECTION TO REM N OPEN TO PEDESTRIANS w m o 0 DURING CONSTRUCTION 2 F-L s`� Y m.. — d m E m of or.. F+NZ 6 N O�( - w Zmf00.LL O DRAWN BV:TOG REVE:VI'ED BV:ZWL REV, DESCRcntoN DAT. DEMOLITION PLAN W.CLEVELANE STREET li (I I I, INTERSECTION TO REMAIN 03-0129 OPEN TO PEDESTRIANS DURING CONSTRUCTION SHEET AS-BUILT DRAWINGS 20 0 20 40 D2 scale tNt 3-17-09 i d I z I I I i I i I I� I I , I i I I f i I i I I' ..I I e - -� ; I P I� , I REMOVE AND DISPOSE OF I I' EXISTING PAVEMENT. A + I; s I I' REMOVE AND DISPOSE OFANO GUTTER I ! - t , jt _Lay71 r� it I I I I H I � I \ y L o m g , t OCL�pyEc yry S ) _l:J FTC i I J`. ONOL ' J �`� i � W 2almdl�L I4875I O — so l _- •y 2r 3 I ,a I — Oa CD I _I I Z I -- J N I' REM EXISTING 6' SANI RY SEWER MA I �,*••,.,........0•:F % � PR REMO AND DISPOS OF r--� C DRAWN BY:iBTRIG ON I I �� �. � REVEEWED BY:ZWL REV. DESCRwnoN DATE __� I � I / I � � I I I I ! I _ DEMPL NION IA A t, S. (ALTERNATE) 7l _ 03-0129 I i { r' stole feet i � - I J SHEET D3I. I I I , I i II i I 1• I AS-BUILT DRAWINGS E•- �z �W H I FU RE VALVE TO BE INSTALLED BY CITY OF - BOZEMAN TIED INTO EXISTING 4"DIA.LINE I t INSTALLED$DIA.GATE VALVE I I CI - �1 I : 0 N ; SHEET W-2 �' _-- _ �.".. ••� F CLEVELAND STIR T WATER r o CON CTED TO r.:: .�: \� - r rl � �:1' - r -�- •1 - - XISTI 6"DIA.MSU .• 3 ' INSTALLED FIRE HYDRANT ASSEMBLY I - i t t CONNECTED/TO EXISTING t5 � 0 7is YaLT 8 VIA.MSU MAIN — F._ DT1p COORDINATE W1TH CITY OF' 0 Baez•�' -BOZEMAN WATER DEPT. o _o00 fl 4 STA.5+81.11 - - CONNECTED TO XI511NG1, CITY MAIN B" CLASS 51 DIP WATER M IN 41 T . NSTALL_]NEW GATE V VE INSTALL 8%6 / I A 8"VALVE �— 20 0 20 40 I Sealc l" 20'Horiz. - -. Z >,>weMph _. Scale l -4 Yee,. W C��NN 41176 4R76 W c O�io io nn J.m 1872 p 2 ^� ~ • AEiANDO ED. - 4872 W Z O:m R LL 2 � � -ABANDONED do LIV TEL. ���� �� n� :o• a � 2� �T _ _�� 4hdy h,„� LIGHTING BER OPTI.Q Z a es • a� 4 O 1�^J 868 r+i; °+ +2 +:,, + m �m � + + ���' 12 DIA. SCH-4 -PVGUTILI -CONDUIT ° _ _ __ -_. _�•, � -.`-y`: .y w yy PRI IMDE 12" CC VER �•h�� 1�y � ti �H h o 1�y t`� Lk '/*///llllll ` CtnU2 v12 N� :n Lei y2`S 2Q Gl h2 ��V3.. 0 ZY V ' EW 12' STORM H 4R64 DRAWN BY:TBG " , w REVIEWED BY:LN'L �' b !ba Sao IO REV. DFSCRIPHON DATE 2" STEEL...ONDUIT I zi ;t zt H - 4860 12" Du SCH P C UTILITY CONDUIT O 2" STORM C E 1R D NEW .. 0 PROVID 12".0 VE 4856 OD 4856 Ll °ONE 12" STORM WATER MAIN ROVEMENT 347.86 LF OF 8" CLASS 51 DIP WATER MAIN - - _. S.8TH AVENUE 4852 __. 4852 O EXI TING STROM 4848 03-0129 1843 IM 1)ALIGN N1ENT W IN FXTENS[ON SHEET ALIGN MF.NT AS-BUILT DRAWINGS W11 +IRI 5+20 5+1I 5+60 5+80 +0 6U 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+fill 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 1+00 1+20 1+40 1+60 1+80 11 3-1/-09 �F Za �w H T �Q 4870 • I I, I QUADS - - A - � N W 8"0 STU FOR FUTURE CONNECTION INSTALLED NEW 8"DIA. !' TE WITH LVE GATE VAS INST W 8"DIA.TEE WITH ATE VALVE I I � 4870 j, .. _ _ i i k I 1 91 i i , 8" CLASS 51 R -- U T O � 8" CLASS 51 DIP WATER MAIN I W rTl o N n a O N — U W. C EVELAND STREET' .m�� I I Q 19 A O , I F4 r v/ {i I i --- TALL NEW FIR HYDR 1 LY ;I A - A 12 3+1 33.5 { _ 20 0 20 411 Fi Q W 8 0 FOR itiiiiiiiiiii FUTUREE LOOPED - Ac•1c a� CONNECTIO N .III a 9/p 1'110HLE y' Z T>06mn Sc I,1" 20'Hon. - I — p m In 2� O-- 04- r x o + ��W ~ z ONomm a akl Wzamn P. w.. _ " 4876 1U76 _ > O 12 DIA. SCH 4 PVC UTILJ CONDUIT mnuu: WI 12" COVE .o _. 2" DIA. SCH 40 PVC..UTI D D T ITY Q _ :._ � 4872 DRA4YNBY:TBG 487Y _ _. " REYD;WED BY:ZWL 12" DIA SCH 40 P UTILITY C QUIT O ~ O - 0 0 2— TEL PHONE LINE a REY. DESCR1PI1ON DATE 10 w QO. ~ PROVID 12" COVER - U o z - N 1 0 (L 4868 ;ONDUIT co a - 1 4064 1 _ U N 4864 WATER MAIN _777 IMPROVE 76.22 LF 0 8" CLASS 1.DIP WATERMAIN w : MENT W.CLEVELAND 4ft60 STREET 411611 03-0129 4856 SHEET AS—BUILT DRAWINGS 3+2U 13+40 13+60 13+8U 14+Op 14+20 14+40 14+60 9+20 9+4U 9+60 9+80 10+00 10+20 10+40 10+60 10+81) 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 1 3-17-09 Za �W H �d QUASS W 6 NEW DT1 COORDINATE WITH CITY OF W BOZEMAN WATER DEPT. i � I IN TA HYDRANT ASSEMBLY (� STING 8"CITY MAIN TO BE \48J5 SCHEDULED NTH AND PERFORMED BY THE CITY OF BOZEMAN WATER DEPARTMENT W rl wr rr �' �D_�T. U t�-- —i--- —I---- I _ I Z °� Ao -N �/ x INSTALL B"x6"lE 20 0 20 40 0.0 xrale Peer m a 9y PROFILE _ :_ :. m7 MOF Z >.>mmn Stele 1" 211'Ilurix. Heale 1' 4 Vert. W O �j W u 0=po Ft I`_.- dmEm O y ll. W Hi . , b ti �Q �> ap 2 tV a Qt ti. - .o � ^.�.. it: ... ., � ,ti _ _ _. 9880 REVIEWED WN 8 O�IER�D 8Y•. ON C�ibz m h2 2� h NWHm.. 4Zi h2 t~nU2 : _. REV. D&SCRIPf10lV DATE 4876 11176 zi 1 DI& S H -PVC UT1LIrY CONDUIT 0. 4872 O _ _..... ___. _ WATER MAIN a MPROVEMENT W.CLEVELAND °o 4868 STREET 4868 03-0129 4864 4864 SHEET - U60 4860 W3 AS-BUILT DRAWINGS 3-17-09 14+60 14+80 15+IW 15+20 1.5+40 15+60 15+80 16+00 16+20 16+40 16+60 16480 �H �a H 20 0 20 40 O F scale feet x 1 CA I t 'I• ' ��,f lzto �? I INSTALL 174 LF OF 8" INSTALL 159 LF OF 8" -30 4 R AI I i jjfi I I i I BEGIN CONSTRUCTION I STA. 2+77.29,2.83'RT 6 END CONSTRUCTION !, STA.1+00 6.19'RT STA.4+39.85 3.09'LT j Y EXISTING 48'0 MANHOLE/1 -INSTALL 48 0 MANHOLE/2 DT2 EXISTING 48"0 MANHOLE/3 ! -! I COB.STD.DWG.NO.02720-3 i N 612591.40 N 612931 M I ac N 612762.35 E 1605357.45 E 1605355.05 E 1605357.69 - i ,I } o i -- -- - -1- --� -- +-- -- S. 7T AV NUE _-----+-- ——r—— —+—— -I — —- —— ---- U a o 0 IL Jw 3}O i HAY O _- O ,n �i B 5 4 � t� - rJ h' I ,---71 7 > I N i ao n U� - m-o M N _ - PROFILE " : _ Scale 1'=20� Horiz. o I°�mm SScale 1'-4- Vert. W L o r nn 4880 W uof1O�a ..:...:...:.. ......-...:.: zFe-L COa o: n h h . N ....... ............ ......... 3 h1p r R .' .......................................:...................�......... ...:. m N1:41 4880 .................ra pp oc ZONE a- • � ihbtl_ Lclixd�x i `�` m u .. -- .4876 ......... polrtl`b33"'� ............. ............. ........... .. .. ...................................... ..... _ i E .3} ...............................i................ -............ ............. �� '•..� • vYxx�� ..................i.............'�.4.... .................4876 ................................................................ ........... ' DIA- SClhl 40 PVC UTILITY CONDUIT _ E 12 OVIDE 12":COVER. :... .: .....: .....: ............. p'•..•� --5 j ;j -` i h W ...... ....... yip 3 W .............................. ............. sy p > •..................................................... ti .. ...i• 4872 .....:..... ............:...................:............ i f1 .. ... ''n,P p U'1 :. DRAWN BY:TBG :. F <� i w1 Z O• O i .^Fi M ^. - 4868 REY10:1YED BY:ZWL i W� ? J 7 A ONED ELEC.i ::. ...... :.: ... ........:.: a.�' u ` ....:.:.. :.:... .... - ION DATE i ...... ..... ...... ............. .... ...... ..0�n .°� ..... REY. UE.SCRIPf • ••. BANG - ...........:........................... '............... ...:..... 4868 ...............................:.:.......w.............. �. ........... •..................:..................... • ; N N IN L - 034 PVC ^5.03x G1 i 4864 L_ a - .. .. .. ... .:.:.:.: ...... ..... .. ................. STAIL 174 F.i 8" D 3 Q _ is N IdhK 22 f S-5 58X ...... ................... O i i ............i...................i...................i................ ......... ............. 4864 ...i... ...i... •- .......... •......... ...i.:. 466o SANITARY aEWER ..... .. .: ... ............ ......... ........ ............ ... VEMENT 4860 ..... ......... :... ... ...... ;..... ........ ...........:.........._..... S.TfH AVENUE R un O I� (ALTERNATE) ............ ............. .......... 12 NA. SCH 40 PVCUTILITY P OV�E 12" CDVpt4856 E i i i i ..................i...................i......-............i..................:........... ....... ��II 4856 - ................:...................:...................:...................:...........................................................:. :• E i 03-0129 4852 i - ...... ....:.:.....�.i.............. ........ ... ....-:-: .....-.........-. E .... ............. ............. ........... ..:... ae52 ....................................... ..... ;. :I SHEET ...................:...................:...................:.......................................:...................:.................... ... ..........:... 3: '• i.. _ ........ ........ ...... ............................................ ....... ..... i INSTALL 159 L F. a e D 303 VC . i S 4 66 ...... ......i...................j...................i.... ........: ......... ............. ............. ....... ... ... ; AS-BUILT DRAWINGS ssi09 - - 0+60 0+80 1+00 1+20 1+40 1+60 1+60 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 OQ �E 467p I�, 2 0 I ieeo P I I C / INSTALL 9 LF NEW CONDUIT REMOVE AND RE 1 0 INSTALL 130 lF OF NEW o EXISTING LUM IRE TO TO NEW LUMINAIRE LOCATION. $ 4 CONDUIT o INSTALL NEW CONDUCTORS o o WEST TO NEXT POLE. o EM AND SET 5 o STA.12+4 p STING LUMINAIRE TO a Ni W. C 5 +79 13 LF OF NEW 10 � N / 8 S LAND ST C - - a1 _ _ _ I -1+4 .; / ._ ____-RED -AND I ESET- - _ _ _ .—Y�,�_ _ _ _ _ _._._ _ _ _ _ _ rc 1 0 I !� '••' "`-""—`-.— STING LUM11 AIRE TO 11+08 i. #- ' r V_'I j I VLr� - �' NSTALL'2 LF EW CONDUIT' I_IRE LOCAL Qhl. 7 E - .. NEW _ TING DU D IT � SOUTH!f0 NE T POLE. !I - - RE TWE XISTI - (ai li'• {. L NAIR - k 1 t i 1 {t INSTALL NEW TYPE 2 I I I Li z w o y L it z a a W- - PULL BOX FOR SPLICE - W 1 I 2 n _ H (!N m I M III I IW O rc �.- 1 IREHN .�. - INSTALL NEW IRRIGATION 3 I I R N mg =z 1 6 CONTROL BOX. 4 5 1 i S 8'N a m INSTALL 3/4-INCH SCHEDULE 40 PVC CONDUIT. PVC SHALL RUN FROM THE IRRIGATION CONTROLLER INTO HERRICK HALL UNDERGROUND. PVC SHALL NOT BE INSTALLED ABOVE GRADE. 1© SEVERAL 120V DUPLEX RECEPTACLES ARE EXISTING ON THE EAST INTERIOR WALL OF HERRICK HALL IN THIS APPROXIMATE LOCATION.ANY OF THESE RECEPTACLES MAY BE USED TO PROVIDE 120 VAC POWER TO THE SPRINKLER CONTROLLER,ROUTE CONDUIT OUT OF EXISTING OUTLET BOX AS REQUIRED. 13 EXTERIOR WALL IS CONCRETE AND MASONRY AND WILL REQUIRE CORE DRILLING. DRAWN BY:TBG 14 PROVIDE 1V X)2-COPPER CLAD GROUND ROD AT REVIEWED BY:ZWL SPRINKLER CONTROLLER LOCATION, REV. DESCRIPf10N JDATE ELECTRICAL NOTES: 15 CONNECT 120 VAC CIRCUIT TO CONTROLLER AS ' TO"T'1COc 41w REQUIRED. Q1 EXISTING LIGHT POLE WILL BE RELOCATED 07 CONDUCTORS ARE TO BE NEW.DO NOT SPLICE APPROXIMATELY 2 FEET TO THE NORTH.INTERCEPT EXISTING CONDUCTORS.PULL OUT EXISTING 16 LOCATION SHOWN IS APPROXIMATE.COORDINATE NO.B CRIMPED HICH CARBON STEEL EXISTING CONDUIT(314-INCH SCHEDULE 40 PVC)AND CONDUCTORS AND PULL NEW CONDUCTORS(4#8 THWN WITH ENGINEER AND M FACILITIES SERVICES FOR WIRE SPACED AS SHOWN. 6 ONE WAY, EXTEND AS REQUIRED TO NEW LUMINAIRE LOCATION. COPPER)IN EXISTING CONDUIT BACK TO THE NEXT EXACT CONTROLLER L ON. 5 THE OTHER WAY. ELECiPoCAL BOND.NO.6 AWG LUMINAIRE WEST IN THE CIRCUIT RUN. INTENT IS TO STUB CONDUIT 4'i0 6- COPPER OR EQUAL CONDUCTORS ARE TO BE NEW,DO NOT SPLICE AVOID SPLICES IN GROUND MOUNTED JUNCTION BOXES. 2 • + ++-F ABOVE BOTTOM 01 PULL 101 EXISTING CONDUCTOR-.PULL OUT EXISTING SPLICE CONDUCTORS ABOVE GRADE IN LUMINAIRE LIGHTING AND '+++-F+ CRAOE TO DRAIN CONDUCTORS AND PULL NEW CONDUCTORS(4#8 THWN HAND-HOLE. + c w r3, AWAY FROM BGX COPPER)IN EXISTING CONDUIT BACK TO THE NEXT ELECTRICAL �-Y"`r POLE SOUTH IN THE CIRCUIT RUN-INTENT IS TO AVOID O8 EXISTING LUMINAIRE APPROXIMATELY 100 LF TO THEtWROVEMENTS +++++ SPLICES IN GROUND MOUNTED JUNCTION BOX.SPLICE WEST OF LUMINAIRE AT 9+79.PULL NEW CONDUCTORS +++++° PULL BOX - CONCRETE IR -N- MINIMUM DIMENSIONS CONDUCTOR-ABOVE GRADE IN LUMINAIRE HAND-HOLE. FROM THIS POLE TO THE RELOCATED POLE TO THE W.CLEVELAND TYPE 2 O3 EXISTING LUMINAIRE.PULL NEW CONDUCTORS FROM EAST AT 9479. STREET C L THIS POLE TO THE RELOCATED POLE TO THE NORTH- 9O INTERCEPT EXISTING CIRCUIT AT THE LOCATION OF THE L 25' EXISTING LUMINAIRE.INSTALL NEW TYPE 2 PULL-BOX IN a W - 1B' O4 ROUTE NEW CIRCUIT BETWEEN TWO RELOCATED THIS LOCATION.SPLICE NEW CIRCUIT TO EXISTING 03-0129 3/8'BRASS J BOLT WITH PROVIDE PULL BOXES CONSTRUCTED OF CUSS'DD'CONCRETE OR EQUAL CONDUIT IN PLACE O - 12 LUMINAIRES.NEW CIRCUIT IS TO BE 4#8 THWN COPPER CIRCUIT IN THIS PULL-BOX.USE BUTT SPLICE 1'DIAMETER BEND AS REQUIRED I U L - 20' IN 1-INCH SCHEDULE 40 PVC CONDUIT(MATCH EXISTING CONNECTORS AND HEAT SHRINK KIT, SPLICE IS TO BE Y 2.2.2• L 2' 12' 60LW - 21• CIRCUIT). COMPLETELY WATERTIGHT. 00. C W - 12' - O EXISTING LUMINAIRE WILL BE RELOCATED 10 INSTALL NEW CIRCUIT FROM NEW TYPE 2 PULL-BOX TO SHEET 2' APPROXIMATELY 9 FEET NORTH.CIRCUIT TO THE EAST RELOCATED LUMINAIRE. NEW CIRCUIT IS TO MATCH 20 0 20 40 3s' 1 �1 ;1 L CLEAN STONE DRAINAGE ry0 HIGHER WILL BE REMOVED AND A NEW CIRCUIT WILL BE EXISTING CIRCUIT 4#8 THWN COPPER IN 1-INCH D L DW- 1•• DL •2 THAN 2'INSIDE INSTALLED AS INDICATED.THE CONDUIT FROM THE SCHEDULE 40 PVC CONDUIT).NEW CONDUIT TO GO scale feet D I' •I REINFORCED CAGE 1' BOTTOM OF PULL BOX WEST WILL BE EXTENDED TO THE NEW LUMINAIRE UNDER RETAINING WALL. I' NO,15 GALVANIZED r .I PULL BOX INSTALLED IN DIRT LOCATION AND NEW CONDUCTORS WILL BE INSTALLED. f 3/4-MESH :I © INTERCEPT EXISTING CONDUIT(314-INCH SCHEDULE 40 El 1. 3/B'BRASS HOLD DOWN SOLT . PVC)AND EXTEND AS REQUIRED TO THE NEW AS-BUILT DRAWINGS WITH HEXAGONAL BRASS NUT LUMINAIRE LOCATION 3-17-09 'DI SCll VSALRIG H INSTALL 31 LF OF Z■r MARKED ON SIDEWALK CONCRETE R TAINING DT4 WALL INSTALL PEDESTRIAN RAMP. COB STD.DW INSTALL 249 SO FT OF 4 �I DWG. INSTALL REBUILD ROAD SECTION NO.02529-BA CROSSWALK Dig ~J' AND PAVE STREET pp FF--�1 NST A. 3 O w PVC IRRIGATION CONNDUIT DT2 STA S 3 d� MARKED ON CURBS pVC IRRIGATION CONDUIT DT2 ` � INSTALL 242 SO FT OF 4 INSTALL 465 SO FT OF 4 INSTALL 353.2 LF OF MARKED ON SIDEWALK N TA F 1 ' A DT2 I DT2 'r DT2 DIA.D-3034 PVC 3 20 0 20 40 CROSSWALK CROSSWALK 5=2.21x IN 6" A.SCH ATCH LINE, SEE SHT C- BST IX1�RED NO. D PVC IRRIGATION CONDUIT DT2 MAN— scale feet MARKED ON CURBS ,'. IN 5. LF 0 '025 -12 DIA.0-3034 PVC 0 OL on \ S=2.11% r. \ STA 16.5 OF DT2 .. INSTA PEDESTRIAN — J1 RAMP.11 COB STD I I , 41k N0.02529-8(T1P) DT1 I r' ' ..... iLi --. PAVEMENT RECONSTRUCTION a z �y DT2 p�0 �0 7 Imo'+ C -2u r O O O •�, a 0 �1} 9 . 4 x. DT2 COLORED CONCRETE A WALK CROSS o 8 ASS 51 DIP WA R M IN ,,,< REsui o `sEc �rl 3 INSTALL PEDESTRIAN IN TAL• _- _- _ _ - I RAMP. GOB STD.DWG. On 0 NO.02529-BA •I ,,, ---- _-.-- _ - - L 445 50 -DT4-'- M KED N CUR C_IRRI A110N ONDUI IN A IA.SC H 40 -3_., STANDARD CURB DT2 PVC IRRI ON CONDUIT T2 MARKED ONEWALK _ 0 DIA. -3034 PVC - DIA.D-3034 PVC I _ vm p,� f r e PROFILE om��o Scale 1"-20' Hartz. -- - - K a rn�va0i 1`On Scale 1"-4' Vert. :.. W r B3 : 150. 0' VC - Z h0 L�a`- PM - rn Go ai PM ELEV 4872.56 •• 4884 + b n 2 w vi K - 0.26 (r(//'�1 C.1 W j C7 4860 111111//// m > 833,y''� 4880 � c>. � � in in�yN 2��"+ ��j� �_ ' °d �N :•�a, y Z h I µ x 1�� y Nu - 4876 -2•t � N a"'��� PRO"F" x 6" DIA. SCH 40 PV IRR. CON T 4876 2 N u 2 y H yt W EXISTI G CENTERLI ROAD GRA E PROVID 12" COVER F r/111111 OPOSED CE TERUNE RO D GRADE D p RARTI BY:TBG 6 DI .SCH 40 P C rRR. CON UIT w- '�72 REA7E.N WE 'ED BY:Z 1„b II Zzz 2 2 /n... A...y ♦ a e . cilti U. - o m- REV. UESCRlPI10N DATE 4872 I � y� ' � �� •� �� o ' Wolff yto o�;W e zj 4866 4868 - - a u N u u STREET AND STORMWATER 4864 11 ISTALL 145. L.F. 15 0-0 3034 PVC O 6"DIA. SCH 40 PV IRR. COND IT S=2 94x - - - MpgOVE AVENUE S.8TH AVENUE F Q PROVID 12" COVER - - 4860 4860 - --. _ _ _ _ -- 03-0129 O INSTALL 119.2 L. , 15"0 D-3 34 PVC S= .87x 4856 IN TALL 34 L. . NEW W IER SERVIC SHEET 4856 - AS-BUILT DRAWINGS 1NSTAL1 35 L.F. 15 D-303 sw1.Dz 4.P C O EXISTING 18" IA. RCP ST MAIN - S-1.01 11 IV=4850.3t 4852 4852 N n N n ^N �� �� mom.. �o npn O < -.. In �N w co �� �10 Do, ca �co a as �. 3-17-09 5+DO 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 a E"�z oW ell INSTALL PEDESTRIAN RAMP. COB STD.DWG. 4870 -- - -- NO.02529-8(TV) - UADS Q ! QUADS W INSTALL 228 SQ FT OF r4 - - - ----- - A INSTALL 6'DIA.SCH 40 3' EXISTING CONDUIT I1 0 �L r CROSSWALKMTL pT2 20 0 20 40 PVC IRRIGATION CONDUIT DT2 90 NOT DISTURB ,3 I .S P MARKED ON CURBS pl•2 IRRIGATION CONDUIT MARKED IF��I�..II INSTA IA.SCH 40 3 ON CURBS/SIDEWALK F+tiI PV RIGATION CONDUIT DT2 IN 320 U LF OF scale feet RKEO ON CURBS - AN A RB I N I DT2 4 pn 48j5 REBUILD ROAD SECTION 4 CONDUIT ��.; pT2 TALL 323.2 LF OF AND PAVE STREET - j' STAN RB DP 0 NOT DISTURB I I I 8" CLASS 51 R dab-- o - 8" CLASS 51 DIP WATER MAIN = r'l Aa�3 mc W. C EVELA ST ,,51 �y � A N _ 4I4873.90 4874.23 BC 874.9 -- - - 4876.00 _ 4876.35 4876.70 4BI O 7. 2 C x o _INSTALL NON RESIDENTIAL 1 - - _ _ - - - - --.. j_..... INSTALL NON RESIDENTIAL DRIVEWAY APPROACH DRIVEWAY APPROACH I',', COB STD.DWG.02529-12 - --- U - COB STD.DWG.02529-12 INSTALL 290 LF OF ti A A INSTALL 239 LF OF I T2 COLORED CONCRETE - 11 I rV CON RETAINING DT4 INSTALL 346 LF OF CROSSWALK I REPLACE CONCRETE 4 WALL UB pT2 \ 3 INSTA 6"/ IA. ' DT2 IONICURBS SIDEWAI MARKED i 2 SO FT OF T2 --- ® V I GAITON CON REBUILD ROAD SECTION S A PAVEMENT RECONSTRUC710N CROSSWALK DT1 4 FT LIMIT(TIP) Q DT2 COLORED CONCRETE m CROSSWALK 03 20 010.6 o PR 0 OFILE - Z -11 �? aum Scale i'�20' Horiz. - a m r Scale 1� 4' Vert. - _ w C prNN. _.... 4884 w u O z.. 4884 _.. n ^ PRO SED CENTS LINE ROAD BADE _.. _..... _ m m m nX m c., w �°3 Z CLO o,- < m .. _ cid _ _ w zoNf amau. N w 4880 4880 > v - `2,j131213w 0.70% - TELEPHOI,E LINES. y a `•,c c 00 wW :i - DIA. SCH PVC.IRR. CONDUIT U 6 4876 4876 I � 6" IA. SCH 40 VC IRR. CO DUIT. i U Z a- p __. O 3:0. ar-` b - - _ _... 4872 DRAWN BY:TBG 4872 _ REVIEWED BY:ZWL m __. REV. DESCRIPLION DA77f 4868 4868 N to 00 4e64 N 4864 STREET IMPROVEMENTS W.CLEVELAND STREET 4860 aeso AS—BUILT DRAWINGS 03-0129 4856 -: _ - 4856 SHEET �� �N O� pO� �N nb DOS NM ID MM fl Nj Mh 7O < nd nN ^N nn b,6 b C2 W _... m ro �a as 3-17-09 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 F Za E"'z W Zw $ INSTALL PEDESTRIAN r- INSTALL PEDESTRIAN * 0 RAMP. COB STD. �-i RAMP. COB STD. DWG. 1° Y� --- _-- ---- - NO.02529-8 W NO.02529-8(T1P) IT2I I I �JI REBUILD ROAD SECTION INSTAL 6' IA.SCH 40 3 AND A Dp 4 INSTALL 261 SO FT OF �y PVC IRRIGAl10N CONDUIT INSTALL 6"DIA.SCH 40 3 UPINIUMLIL E„4 MARKED ON CURBS DT2 PVC IRRIGATION CONDUIT pTy DT2 CROSSWALK - - ---- MARKED ON CURBS 2 `f 5 DT1 Ii I DT1 ;1 INSTALL 214 SO FT OF _ CROSSWALK DT2 -J-7— _ cs W I N JS. 7T ' AV Nu o f -I _7 w W. CLEVELAND STREET O AN iffNr It 77.40 --_ - PAVEMENT RECONSTRUCDONr.D a - PC 3 0 1 ' - �*-i• 'f-F: r�-vt>- 'may�t4. /I X , 4-1 INSTA 322 LF 0 3 I TALL 6 DIA.SCH 40 1 4 55 1A C -VC IRRIGA ON CONDUIT (y DT2 072 ' n ', -- _ ____ - _ ARKED ON RBS INSTALL 14 LF OF 5 r I , 1 20 0 20 40 scale feet 1 I rn -. PROFILE .. _ z r>w 0, Scale 1"-20' Horiz. _ - -_. - ono °Q r Scale 1"-4* Vert. w o F N N ....._ - z!-0 y a, 0. N 0 4884 4880 4884 - sT*...,. •5 S _.. � _... :... ion PRO'lpI ... ..... - DRAWN BY:TBG 4880 _. ..... .._. .. 4876 REVIEWED BY:ZWL PROVIDE 12 COVER REV. DESCRIPTION DATE 6 DIA. SCH 4 PVC IRR. ONDUIT- - P OVIDE 12" COVER .... ..._ 4876 _.. 4872 STREET 4868 4872 _ _ IMPROVEMENTS W.CLEVELAND STREET AND S. o y{ 7TH AVENUE aesB c u 48s4 (ALTERNATE) " DIA. SCH tOPVC IRR. CONDUIT O _... Q3-0129 ROVIDE 12" OVER 4864 _._ .. 4860 SHEET a, 6 AS—BUILT DRAWINGS C3 .... _. m� 00 3-17-09 15+60 15+80 16+00 16+20 16+40 1+40 1+60 1+80 2+00 2+20 2+40 2+50 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 N� Zz �w d �F INSTALL YELLOW CURB RESET R1-1 TO PAINT BETWEEN d01S STA 9+81 21Y LT IN AND TH AVE D 6TH AVEION E BTH AVENUE STA 5+69 72'LT 30'x�• END 4'DOUBLE STA 10+01 1'LT STRIPE YELLOW END DOUBLE STRIPE YELLOW 2 YELLOW CURB PAINT STA 5+69 51'LT STA 6+26 22'LT STA 8+80 22'LT STA 9+BO 1'LT DT3 (TYP) STOP BAR BEGIN 4'SINGLE END SINGLE STA 8+95 9'RT STOP BAR BEGIN 4'DOUBLE STRIPE WHITE STRIPE WHITE STOP BAR BEGIN DOUBLE (� STRIPE YELLOW STRIPE YELLOW L� a .. YIt � , 17 (y O OL y `� rw. O tl �N I I I I I 0 , bn TT 1 XT ATTT— _ .j :. { (9 mV M.0 n O 111 1"1 Y L'1�I�JL I 1 L -���`. �:.:a Z TOl>mroh m� p e- \ LU C w U O�bO z�r 49 o - o' 1 z no$c.. `I*116.3 ti DRAWN BY:TOG F--I - i I 1 REVIEWED BI:ZWL I I J y � REY. DESCRIPTION DATE 1 l �I \ i h I iIT , � ` I - C i 1111hI 1 STRIPING AND STA 5+67 52'RT STA 6+05 9'LT SIGNAGE PLAN STOP BAR STOP BAR S.8TH AVENUE BEGIN DOUBLE STRIPE YELLOW STA 8+74 22'RT END SINGLE STA 6+20 22'RT STRIPE WHITE END DOUBLE3'RT STRIPE BEGIN SINGLE 03-0129 STRIPE YELLOW 2 YELLOW CURB PLANT RESET St-1 TO DT3 SHEET STA S+BB 33'RT 30'x 30' NOTE: I ALL SIGNS SHOWN ON THE PLANS THAT ARE Z AS-BUILT DRAWINGS SI NOT DESIGNATED FOR REMOVAL TO 20 0 I 20 40 RESET,OR INSTALLED ARE EXISTING SIGNS C4 AND SHOULD NOT BE DISTURBED. scale feet 3-17-09 �j OW F F STA 12+45 STOP BAR STA 15+75 �y z STOP BAR RESET R7-1 TO END 4'DOUBLE END 4'DOUBLE STA 10+37 17'RT STRIPE YELLOW 12'x 18' STRIPE YELLOW STA 12+81 36'LT STOP BAR INSTALL YELLOW CURB STA 12+24 INSTALL YELLOW CURB PAINT BETWEEN PAINT BETWEEN STA 15+54 INTERSECTIONS BEGIN 4'DOUBLE BEGIN 4'DOUBLE STRIPE YELLOW INTERSECTIONS STRIPE YELLOW f � x QUADS i E QUAQ�{� - N L712 OD = - N ao s o a W. CLEVELAND STREET. s == =W. CLEV AND STREET n I Vo W L Z F L C O V A Z OQNOkk ly L q W 201mOaLL PR I I J . 5 1 , i nnnW wo ' / j J nBAWN Bv:rBc ✓ I I � REVIEWED BY:ZWL RFV. DESCRII ON DATE I I STRIPING AND SIGNAGE PLAN STA 12+84 35'RT STA 13+36 STOP BAR 2 YELLOW CURB PAINT END DOUBLE 2 YELLOW CURB PAINT W.CLEVELAND DT3 (TYP) STRIPE YELLODT3 TYP) STREET RESET R7-1 TO a v STA 11+29 Ir RT m O RESET R7-1 TO �D Z 12'x 18' Z STA 12+22 17'RT c� 12'x 18' �' `cz-�� a3dffi3d 03003d STA 1 3+15 BAR STOP BAR 03.0129 ilhdld IM81d BEGIN DOUBLE wds—was wds—HV9 STRIPE YELLOW _ — 9NIAdVd 9NIXdVd RESET R7-1 (2)TO 03Aa3S3d RESET R7-1(2)TO 03Ad3S38 SHEET STA 12+69 32'RT STA 12+98 32'RT 12'x 18' 13�3d1S 12'x 16' OTE: 133�1S N uI M �UI11 AS-BUILT DRAWINGS NOTSDESIGNA{TED FOR REMOVAL,TO ET ARE/ Y 1�N V 1�N RESET,OR INSTALLED ARE EXISTING SIGNS C 5 AND SHOULD NOT BE DISTURBED. 20 0 20 40 11 scale feet 3-17-09 fy W W A 2 YELLOW CURB PAINT STA 1+64 DT3 (TYP) Q RESET R1-1 STA 3+27 c� STA 4+42 c� 2'FROM TBC RESET R7-1 Z RESET R7-1 (2) z Q Z rw 4+513 30'x 30' 12 FROM IBC W d 2 FROM TBC W d z x le d¢ 1 ST1OP BAR I III f x a ; f 1 I ti +I� �' ,s.• 12 00 � , >1 it I I r , I I � i I f i - I w S. 7TH AVENUE O O > En Q O LN Z T3 m F-J w =o y —, - w 00 0 i ' z 0 cCL cn z 0. o f m LIJ i i i a I p C.l1 rTJ T + --- - } i I �� .,� DRAWN BY:TBG H i I � RBYDWEDBY:7.WL REV.�x DESCiUMON DATE qx .i � STRIPING AND STA 2+39 D STA 3+09 D YELLOW CURB PAINT 2�n o SIGNAGE PLAN RESET R7-, �z�Z RESET R7-1 � BD ALTERNATE STA 4+44 D D (TYP) DT3 2'FROM IBC m�z Q 2'FROM TBC z fTl RESET R7-1(2) Z Z I S.7111 AVENUE 12'x 18' 12' 18' 2'FROM TBC Q�m�z ♦ z m (ALTERNATE) C7 x G7 12,x 18" G7 G7 —N— 03-0129 SHEET NOTE: ALL SIGNS SHOWN ON THE PLANS THAT ARE AS-BUILT DRAWINGS SI NOT DESIGNATED FOR REMOVAL TO 20 0 20 40 RESET, OR INSTALLED ARE EXISTING SIGNS AND SHOULD NOT BE DISTURBED. ecde feet 3 INSTA 'DIA. H 40 I LL 6' IA SCH 40 3 PVC IRRIGATION CONDUIT PVC IRRIGATION CONDUIT pT2 Zj DT2 MARKED ON CURBS O F MARKED ON SIDEWALK ot — I I STA I CH 4 3 VC IRRIGA ON CONDUIT DT2 I I RKED ON URBS V ( i l �' �'f 6 H 3 R GA CONDUIT PVC DT2 II ARK �ON RBS \ 00 OL - v Feel — _ - T 3 M KED GIQN CURBSNDUIT� r 4 : 1 Q N O GRADE MA IAL I l: 1 + 1 -. - - --- -r'-- _ ---- - --- ------ - - --- - o a -Cf) t N ARE T ISII` I e TORE _ _�---- , -- � I - CONDITION IF MINOR DISTURBANCE OCCURS. RESTORE PLANTER AREA TO m 9 o SHOWN PLAN IF AREA IS COMPLETELY DEMOLISHED DURING CONSTRUCTION. CONTRACTOR SHALL COORNAE W TH � _Wo a pp� too MSU FACILITIES. m, O N N me $g 8' IA.SCH 4 3 — \ a s E 6 r. PVC IRRIGATION CON IT REPAIR DISTURBED AREAS TIP I- I '`-= �'F J {.� Z .o 0`o Si T k 1' D2 oc 0 to }} MARKED ON CURBS � ,- � � I `r''- �; �, �I , � , w 3 INST 6-DIA. 40 PVC IRRIGATION CONDUIT Z a �Qi T :J- DT2 MARKED ON SIDEWALK seals test ��''�*...pROF���`• ���ninnt�t NOTES: DRAWN RV:TRG SYMBOL ABREV. COMMON/SCIENTIFIC NAME MATURE SIZE PLANTING SIZE REVIEWED BY:ZWL 1. CONTRACTOR SHALL SUBMIT AN REV. DESCRtPDON DATE GMM GREEN MOUNTAIN MAPLE 50' TALL 2.0' B&B IRRIGATION PLAN TO MSU FACILITIES ACER SACCHARUM x 35' WIDE SERVICES PRIOR TO CONSTRUCTION, FOR THEIR REVIEW AND APPROAVL. ELM ACCOLADE ELM 50' TALL 2.0' BBB 2• SEE DETAIL SHEET 3 FOR ULMUS 'ACCOLADE' x 25' WIDE LANDSCAPING DETAILS. OMA OAKLEAF MTN. ASH/ 30' TALL 2.0' B&B LANDSCAPING/ 3. ALL EXISTING LANDSCAPE AREAS SORBUS HYBRIDA x 20' WIDE DISTURBED BY CONSTRUCTION, IRRIGATION S.STN AVENUE INCLUDING IRRIGATION, SHALL BE DMP DWARF MUGO PINE/ 8' TALL 5 GAL REPAIRED TO LIKE CONDITION. PINUS MUGO VAR. MUGO x 16' WIDE 4. CONTRACTOR SHALL BE RESPONSIBLE 03-0129 Q GBS GLOBE BLUE SPRUCE/ 5' TALL x 5 GAL. FOR COORDINATING WORK WITH ALL PICEA PUNENS 'GLAUCA GLOBOSA' 5' WIDE OTHER TRADES. LANDSCAPE DESIGN BY.• MARY KECK SHEET IHD IVORY HALO DOGWOOD/ 5' TALL 5 GAL. GARDEN CREATIONS 411 N. 3RD AVE CORNUS ALBA 'BAILHALO' x 5' WIDE BOZEMAN, MT 59715 NEW IRRIGATION AND SODDING AREAS AS-BUILT DRAWINGS (405)566-4455 I— = IN TA 40 INSTALL 6'D 40 PVC IRRIGATION CONDUIT pT2 E%ISTING G IX4DUIT RT2 PVC IRRIGATION CONDUIT y MARKED ON CURBS DO NOT DISTURB MARKED ON CURBS C" J A O O O O o / O We CLEVELAND ST 4a�� hD r, n - r - 7-7 _ .- --- -.�._. ..... j •••1i��.-- ----- - -- - - -- - - -- - - - _ - .....-•----------- -.................. ........ ...................................... .... r I� - ------ -- - - VC IRRIGA11ON CONDUIT MARKED ON CURBS I _- '- PVC"f RIGATION CONDUIT DT? MARKED ON CURBS ------ _ �, - 1,.; i I ain Z CIm mro nFmc CLO No 0 ON' .....a TREE DRIP LINE TREE i0 BE REMOVED AND PROTECTION DISPOSED OF BY CONTRACTOR ��genrprrr DRAWN BY:TOG — N — REVIEWED BY;ZWL REV, DESCRE'17ON DATE. NOTES: ® NEW IRRIGATION AND SODDING AREAS 1. CONTRACTOR SHALL SUBMIT AN IRRIGATION PLAN TO MSU FACILITIES SERVICES PRIOR TO CONSTRUCTION, FOR 10 0 10 20 LANDSCAPING/ THEIR REVIEW AND APPROAVL. Emnsiiiiiiiiia scare feel IRRIGATION CLEVE 2. ALL EXISTING LANDSCAPE AREAS W. STR EST ND DISTURBED BY CONSTRUCTION, INCLUDING IRRIGATION, SHALL BE REPAIRED TO LIKE CONDITION. 03-0129 LANDSCAPE DES/GN BY 3. CONTRACTOR SHALL BE RESPONSIBLE MARY KECK FOR COORDINATING WORK WITH ALL GARDEN CREATIONS 411 N. 3RD AVE SHEET OTHER TRADES. BOZEMAN, MT 59715 (406)586-4455 LS2AS-BUILT DRAWINGS .1 3-17-09 �Q o f7 O O i W. CLEVEAiVlND ST ------------------------------- ,,.•• INSTALL 143 LF OF 4"0 "CONSTRUCT ORNNAGE SCALE....................... ..........,1......... .... :..,. .........., --...•.-.- R�25' •. -PERF.DRAINAGE PIPE 0 1.8% -� •��z•,• T DRAIN CE PIPE ••INSTALL 32 LF ROMANPISA 2 _ DRAINAGE PIPE" INSTALL 90 LF OF.5% THROV WALL HIGH POINT PERF.DRAINAGE PIPE 0 O.SX ••••�''•.• LOW DINT [ • �-- LE.=4877.71 _ E.�4877.6t !..__. �BIOCK WALL 2 INSTALL 39 LF ROMANPISA ••�� __ INSTALL 23 LF OF 4'0—'� - INSTALL LE - ROMANPISA SA RWl U L BLEND-TUMBLED ,PERF.DRAINAGE PIPE O 1.0X RWl RUS11C BLEND-TUMBLED BLOCK WALL •�, i -- —_ BLOCK WALL W/CURB - C ---_-- - --- - - INSTALL 22 LF ROMANPISA f I , - RWI RUSTIC BLEND-TUMBLED I BLOCK WALL W/CURB INSTALL47 LF OF --------- PERF,DRAINAGE PIPE 0 2.6%.6X - -- --- .. -1 i-I ' z >m n INSTALL 6 LF ROMANPISA 0m %U. �o ND-TUMBLED _ 18 .1 C W N 1'(f N RWl BLOCK WALL. s W C o f m io i z 0Ceo aFmc.. f DRAINAGE PIPE " j i Lu o N ON r m LE.=4878.50f R-20' I w z rn In vA. ROMANPISA OPE ROMANPISA COPING UNIT 3��..1 Mom,SV COPING UNIT 3------- ROMAN NIT / STANDARD UNIT / ��gPRiH STANDARD UNIT RETAINED / STANDARD UNIT / RETAINED / SOIL - PRAWN BY:WB8 SOIL REVIEKT:b BY:ZWL REINFORCING GEOGRID INFILL SOI _ / REINFORCING GEOGRID INFlLL SOI / REV. DESCRD"I'ION DATE LENGTH: 1.0 M (3.4 FT) / �/ LENGTH: 1.0 M (3.4 FT) - (TYPICAL) 6" OVERLAP IN FABRIC (TYPICAL) 6"OVERLAP IN FABRIC AT GEOGRID (MIN.) / AT GEOGRID (MIN.) 5]"w/ROUNDED EDGE Q ;t:'„•.•, a /(TYPICAL) ' /(TYPICAL) EXPANSION JOINT -�I - Fl�ER CLOTH j // FILTER CLOTH/ 4"THICK SIDEWALK LL , VARIES - 4"0 PERFORATED DRAIN W/ FILTER SOCK 0 PERFORATED DRAIN 4" THICK SIDEWALK W/ FILTER SOCK RETAINING EC ga SLOPE 3• [CONN. TO POSITIVE SITIVE OUTLET]/ / / - [CONN. TO POSITIVE OUTLET] WALL/ 12 a'' //3" /12 4 �. 10 D 10 20 W.CLEVELAND , / scale feet STREET /CONCRETE BLOCK CURB w/ / SOIL FIBER REINFORCEMENT. // FOUNDATIO i / // COMPACED / // / / /COMPACED / / FOUNDATION/ / / (13-0129 / GRANULAR / / / / GRANULAR / / /// SOIL BASE / / / / / / BASE f / / NOTE: / 1,BLOCKS SHALL BE RUSTIC BLEND-TUMBLED STYLE INSTALLED SHEET 3-- IN A"PATTERN FIVE'LAYOUT AS DETAILED IN THE MANUFACTURER'S INSTALLATION GUIDE. 1 ROMANPISA RETAINING WALL 2 ROMANPISA RETAINING WALL 2. OWER UTILITIES TO A MIN.INSTALLATION 1 GUIDE. COVER AS NEEDED. Rw1 CURBED SECTION Rw1 NON-CURBED SECTION SCALE: NONE SCALE: NONE � RWI � AS-BUILT DRAWINGS 3-17-09 S. 7TH AVEN E TYPICAL SECTION S. 8TH AVENUE TYPICAL SECTION E 32DD 10.00 16.00 81.0 30.5 14.0'AGO TREAT&TACK 14,0'AGO TREAT!TACK 30,5 SEAL&COVER SEAL&COVER H 20.5'AGO TREAT&TACK 20.5'AGG TREAT&TACK 5.0 8.0 0.0 5.0 SEAL&COVER SEAL&COVER EXISTING EXISTING EXISTING EXISTING SIDEWALK BOULEVARD BOULEVARD SIDEWALK 5.0 7.5 &0 14.0 2'0 120 2.0 14.0 LO 7.5 6.0 III--- SE NO EXISTING DEWALK BOULEVARD PARKING SHARED USE LANE R�D RAISED MEDIAN SHARED USE LANE PARKING BOULEVARD I SIDEWALK PROM MADE- 0.5' 1 GRADE O.S' 3'Pont Mix A 13'Crush Agg.Course 3'Plant Mix 13- CROSS SLOPE 2% CROSS SLOPE -2% CROSS SLOPE -Z% CROSS SLOPE CNsh Agg.Course . CROSS SLOPE.2% CROSS SLOPE -3% ( CROSS SLOPE•-3% CROSS SLOPE 2% 80'R/W TOO-R/W ROAD SECTION 1 ROAD SECTION DT7 SCALE: NONE W0T7 SCALE: NONE a MAMENANCE DIM TYPICAL SECTION AN W. CLEVELAPD STREET TYPICAL SECTION I&r(VARIES) O 8th Street to 7th Street 11,2'AGO TREAT&TACK SEAL&COVER q 11.2'(VARIES) MAINTENANCE DRIVE 30.0 1&0 15.0 FILL„EFmrT AT FINVINED CRAM VN° 13.0"AGO TREAT&TACK MW AGO TREAT&TACK (a--,z sirr CUT DWIH AT VE SEAL&COVER SEAL&COVER vrA[ A.aPE ST 9.0 6.5 5.0 8.0 12.0 12.0 EXISTING EXISTING TRAVEL LANE TRAVEL LANE - NEW NEW BOULEVARD SIDEWALK SIDEWALK BOULEVARD }"Planl z 13'Crush Agg.MiCourse DM911FDa -r SEE DETAIL 3 ROB SECTS DT4 DT7 SCALE: NONE 3"Pi.rt Mix SEE DETAIL 2 I m 13'Crush Agg.Course DT2 CROSS SLOPE 2% CROSS SLOPE--2% CROSS SLOPE-2% CROSS SLOPE 2% 7 N vo 1 Zm�mm� ,O•-w TOP VIEW or-s' I TOP VEW _ ° W c Oh ou°Di 60'R/W n. W .6: io 4 ROAD SECTION m o DTl SCALE; NONE AAr1 REeAR e C as w,N p w R[eAR•C aC.eam wA'TUR a>sDE6 i q 1 Z CLO N O 15,,aP a 9M5 C S O O)O L L r� rxrx,/r RUTE wM 1IS „$ ue'wwwc nwrt wre W 2 m f0 6.M. 2 i5 uia ulc xY 6 z• tjlH rr riiii r-o" � � �� p �I-t3�1 � �R � .7'-r e•-o' * s ,12 P*_,a33ry�-- e'•z-[oz walEr<tvRJ - r a e•r z-EaN cAs,ET Om.)� �� 6 6 b`' l;- z •:�_ e•r wA,o,uAm Im. \' � e'r wA1FA uAx(TF. W. CLEVELAND STREET TYPICAL SECTION rr of z'-e• �'�zurPRgpt 7th Street to 8th Street ° DRAWN BY:TfBG I._n. REVIEWED BY:ZWTI. REV. DESCRWUON DALE 30.0 15.0 1&0 13.0'AGO TREAT&TACK 13.0'AGO TREAT&TACK z+"nuw wTr Rluc Iwo za•[u00 ourr Rwa AND cowl I.NOT a sT w caws(oo nor cAST IN SEAL&COVER SEAL&COVER &0 5.0 veULT UO. U.e'OR W of uo. ug e•Oe e• 5.0 &0 120 12.0 gtAOE NNC FOR x+'ACCESS) oRArc RNc faN z+•AccFss) TRAVEL LANE TRAVEL LANE EXISTING EXISTING EXISTING EXISTING BOULEVARD SIDEWALK a SIDEWALK BOULEVARD -{ 0.5' °- A ` I °-°• REa tT IIFJNfaRcm PAORIE WADE- PIO:CA51 RONFCRCFD RKI91fD WAGE L+.�- oaNtlfElE SECTIONS S1FP ♦ K!lksl lE SEC11M S� 9 xslwm FOR Nszo[ Q ocsam roR Kszo EOAgNc (lw-) a'-+1/Y ADNVT W HDpIi R,Rf T AaA1 VALVE NDl°IT PwE T DETAD,SKEET ADJ VALVE 6W.T (3 MIK) 1+' ANO VALVE 4WPtllT(3 MN.) J"Plant Miz T-O' 1 °Dn• r-o' °D� 13-Crush Agg.Course CROSS SLOPE 2% CROSS SLOPE -25% CROSS SLOPE 25% CROSS SLOPE-2% 12'ate.) r-,a- 03-0129 1 ,Yr. Y w Y euw SHEET 5 ROAD SECTION � gpE VEIN SIDE VIEW DT7 SCALE: NONE 6 WATER METER VAULT 7 WATER METER VAULT T- SCALE;NONE T- SCALE:NONE DTI AS-BUILT DRAWINGS 3-17-09 5.4'(0,45J) 24' O jw• — 2' — v� 4• TOPSBI • {•R I 4 NMW7 L(IYP.) „��,�1'W� es PER R COMPACTED is• -� Notes \\ • •• .-. As pew ROAD REalAwons T ' •''- • ♦ OOWIDRM d,-... •.F 1'To suBOXQE�DUM(Ie SAM�".SPURSE v� Iota w� ADDITIONAL.dean"A 2.CONTRACTION JONTS SN•1L WE PLACED AT 10' DAs O DDLML NLY TOXALY r A s 1NO..IwS'AIM" « ewM OWN of 3/+ No sae;9 Po",Ins HAVEn v A. 4_•• 3.1/2'EXPANSION ioNT MATERIAL SINIL eE PLACED AT ALL R.W.E.WITH DID fihP3 ILO O O O P.C.•.P.TJ CMFA RETURNS AND AT NOT mm THAN %\F M0�0,0,0,0,,t-io. O O O O O O O O O O O O O O O THAN 300'INT RNAL&THE EXPANSION MATERIAL SMALL CRUSHED GRAVEL O O O O O O O O O O O O O O ETRND TNIOMOM TIE WHOLE DEPTH of THE SIDEWALK' \ \ 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 4.No sIOEYwIa SHALL TrAcm WRHart A rWMl raM CROSS SECTION%/i i /i�/ eOOBWWTm:aY DUYE,R BASE- 3•MIN. 000000000000000000000 e6FFL'IION ry THE Dimmuct OR IFS REPIIE MITATNL IY 1K MATH END P1P8 AIO wo S CONCRETE SMALL.BE 45W Pet AN ENTRAINED.T SACK [[ comoREIE—WITH FIBER MESH(1 ").AS DETAILED ARK SUBSREVOEUDRSE M THE PROJECT MANUAL.SECTION O"DIT, ORM ALL 1DF/OR SIDEWALK EW W1IOIwf [ADS ON TWc OR SIOEWWIt I tnr Mr SIDEWALK COMPACTED SUBORADE . �-- 5.9.0W PT= PER aDpe - ' \/: et• ea �. =�' er eA� // /////////. �{I •TER I yOpE_ ���\//afe> �„ ' / /,-/ / / /� / / / / ////�// �4'TMCX—Y 111NY GSEOII v DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB ��4tle SSIDEMNx CONCRETE PLAN VEW �-1-4• W loam I� 1. Sdwrede w Wr cow+•a-POdta.-We aorta..1._D-02230(M.P.*.SP•c...1090 ed.) I N 2. Comma—pan.Nall a~at to-Int-1.am Moll Nm.a m1hi m depth of 3/4'old 1014mm width of 1/6'. 2 TYPICAL SIDEWALK .SECTION 3 LrrUTY gRIGATION SLEEVM DETAL O 3. 1/2' .panto.T -t matwbi-MAR be planed at oil P.Ca.P.T.O.cw rdwrn pad at not mwe than 300'"Mr TM a.parhdm malwnl Mat..tend th,—h the Tull depth of IM li E oed pWMr. DT2 SCALE NONE DT2 SCALE NONE 4. No..m and palm.We Re placed WthoW a Thal Torm a,•c by the CRy En9Naw ar hN rApr t-tNe. 5. Cananle.Noll W Cbn M-4001. 5. Crv.he,9_Wn WI_I the rpdk.rnMn o1 Salto.02235(MPW SPECS•109e ed.) For eoM Ord DWLw ra jaoe L prajecl•.waded rack may W wed to'1W 9r Dan. �j 1 CONCRETE CURB AND GUTTER DTs C.08.DW(3.NO.02520-1 F SCALE NONE I 4L m (A 7 oy 0 Z Om��Do W =-LAIN -Fro.e as al—r to Re MBM,Coed Me,52M1.MO 305 Nome, L O H HOIFS; LW MAN T 305A ao.w•w M" Nan..TTJ-W a-orDeeler 1025 W U O:oC L // tee, pkR Z m e 4 PUCE EXPANSION JOINT M1ER AT PROPER / ID caNsmunloN JDINiS. SIDEYARD m E c sETeACK PER NOTE AI Tana W.wn manor rctlah.ma+d.d.p` O O.H N c•. PV,CE JONIT SFAUNG MATERIAL AT IOWNG MJIwI«M IML _ lap ewibM1 and aauM•dew pbe I.M maiNaM M«De Z 0 N O 1( EIt05 pBIeTTING CURB AND CtI1TER REGULATIONS 9• 1!' _Ina NewL101.JoFte.malwW ehal W'Raw-ACM'w epd OI.OL q AND ANONc eG C LDNANDI GL I Iv at)wn e. 0 Tom——pip.ad ,anhw a. W Z Mr m IL LL siOEs. EXISTINGTOC"DROP CURB: r -4 ptI1L1Fj1 a33ryo panoo ordaNvD r etw•M•nhaNw ahl Roola1icc 10 ed r1a dtASn dwywtbh C-4th7 6 1'O -EXPANSION JOINTS COMPLETELY ��.,= r a �•'�__CONCRETE AROUND SIDEWALK SECTION i A INS �0••,N, -Lj�\ �'UT MAX.THROAT WIDTH i aaepPIP.ngqeeppn yD._ ���. T►,PRpf�5Y3� 35'COMMERCIAL pp and dhahnM M AAiI//lllllll 40 04DUSTWL CURB d APRON POURED MONOUTHIC ,^ p•o1w INa 1/r. UNLESS OTHERWISE APPROVED Ne-aawt oNale1•I DRAWN oY:TOG RoMM a,mom CONTRACTION JOINT REYMWED BYT ZWL CONCRETE REV, B[SCMn10N DATE EXPANSION JOINTS AT CURB RETURNSyI t varmw F�MI Not1-.Tope I'pw ': �/.•�.' 3S Nei dhtows _.TWw 9•leeted)oMr13pbd BACK OF CURB �I ddr for P-ow 2,SeWCUT SIDEWALK CONTRACTION JOINTS J SPACING e'SAW'WT�( 1'rpnr SPACED AT 3'INTERVALS-MIN. '- FLOW LINE SPACING I CltNl'pEIT DEPTH 1'. EXPANSION JOINTS l]hanMl o pMW TO BE PLACED AT 25• EDGE OF CUTTER INT _ ERNALS. - YARMBIE — Prepal w paAed-Mplaa Dar CONTRACTION JOINTS TO BE SPACED 5.5'TYP.) \�.e4 Dw.-1'-0'c-c Paew-ih-ppn eo.e.mHDnm e,�,TOTK aD�aAIK DOWEL WITH f4 X tr SMOOTH AT IW INTERVALS IN CURB JR GUTTER �i a bawl•Inmost ww Pp•M IE!•A pplV SPACED 011 1' 6-4'da. A Yhdh4W f4eeal Dad, en MOM WITH 3 1/Y OF COeEIt (mh) lhirbh—Y 6 ho— "Rome, 0.0D'CCIDRED CpNICREI[ .rl EXPANSION TII�OR ONE E]LPANSIDN JOINT MATERIAL SVWL TIE I Y THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. Nhbdd a dhoHn OF ALL CURB REPLACEMENT SHALL BE DONNE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. DETAIL SHEET ORADE ESTABLISHED AS 1/4'RISE PER FOOT FROM TOP OF ADM FULL HE"CURB anal. CH EXISTING SIDEWALK GRADE `GR MAT dr.wrW r TACK Mlw.w SIDEWALK DRIVEWAY APRON � .� 5.5 IMP. om Storm drd.maMda M« •5 m. (vAR[S>— 04« 1 Ap.bpM..am.d MaNd. the 03-0129 3'Iri T/4'PG F00T STREET wRFACE 04• - a.nl°Lan o�M«W 9'hglr 1•Meus than Wt t moNNr WARNm Win AT ROCX r.atr tllCll MIwJM Seat - 5'LIFT p9 MEIOIML OOIDMIFD } ': • _ CRU91m COIICDW PAR' EMTKD •O �rt s_IMS AT malt CONCRETE oomRTlTnc aec�TON A-♦ SHEET Q4 O.C. 3•WASHED Rode CO '`-CURB:GUTTER 6 48' DU►. SANITARY SEWER IIINL e•THICK 4 TYPICAL CROSSWALK DETAIL W-4000 DT2 DRAIN MANHOLE •OR MATCH EXISTING OR REQUIRED SOEV&K WIDTH SCALE: NONE DT2 SCALE NONE 5 NON4 ESK)ENTML DRIVEWAY APPROACH D 12, DT2 C.O&DWQ ND.D25za12 I AS-BUILT DRAWINGS SCALE: NONE 3-17-09 INSTALL NEW INLETS F h \ -N- O W S 3.00R t _ - o J SEE 0 IL C j 00 m ' DT2 4 A,_ i j NOTE- YELLOW CURB PAINT SHALL j NOT BE LESS THAN 20' FROM R=10.0' I PAICRONT SHALLSSWALK O BE POLACEDR ON 1Nd ALL CORNERS, -N 20' MIN ju 20' MIN L-------{------------------ ----- —— ----——— O —----———I— — U O w N AN 0 2 CURB PAW DETAL �I SEE DETAIL 4 DT3 SCALE : NONE DT2 M 1 INTERSECTION DETAL DT3 SCALE NONE EXISTING CB3 w'S EXPANSION S=0.70% EXISIING C84 C9 p9-p w a e NOTES: JOINT v nn ALL TREES TO BE PLANTED TO A o wvOi N � U BEAR THE SAME RELATION TO w u o o0 q FINISH GRADE AS ORIGINALLY d as GROWN IN THE NURSERY. QQ LD n~Ec.. Q STAKING IS REQUIRED. Z o$"o 0"m O �I� CONTRACTOR SHALL SUBMIT FOR 0 0 0 o III Zmmn.0 A ! APPROVAL BY THE OWNER'S REP. A DETAIL o o o o 0 ST° OF TREE STAKING SHOWING QUANITY & 0 o`'0 �0` ....a.... TYPE OF STAKING MATERIALS. 0 0 0 0 Q' r DOWEL PATH 4 x 36•SMOOTH �_, REBAR EVENLY SPACED ON 1 -y`' a �`�N ivy♦ CENTERPANSI THNTH TUBIS COVERON CONTROL ���{%*...PR�EF,Sj`� END OF BARS. PRUNE AS SPECIFIED DRAWN BY: q TO RETAIN NATURAL FORM REVIEWED BY:G VI ZWT. REV. DESC'R"ON DATE CENTURY TREE GUARD SIZE: LARGE, IN LAWNS 3" CHIPPED WD. OR BARK MULCH AS SPECIFIED. ORIGIN OF CHIPS HEALTHY TREES ONLY, 1'-6"0 IN LAWN AREAS. N FINISH GRADE I u PROVIDE 6" MIN. CLEARANCE I�4'�I o DETAIL SHEET MATCH EXISTING ELEVATION. BETWEEN BALL & PIT WALLS NEW CROSSWALK SHALL BE „ EXISTING CBI V/ PER 1 RAISED NTH ADJACENT SIDEWALK. _ REMOVE BURLAP FROM TOP THIRD OF ROOT BALL, REMOVE WIRE BASKET P J X LL_JJ 03-0129 7' 3 1/2' REINFORCE NTH 2#4 BARS ON 2 X 2 GRID STREET SURFACE EXISTING CB2 SHEET DECIDUOUS TREE PLANTNG NOTE: DT3 SCALE : NONE SECTION A-A CONTRACTOR TO USE GRADE RINGS FOR EXISTING STORM INLETS IF NECESSARY TO ACHIEVE PROPER DRAINAGE. APPROACH DETAL _ DT3 DT3 SCALE : NONE AS-BUILT DRAWINGS 3-17-09