CITY OF MADISON CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PLAN OF PROPOSED IMPROVEMENT

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Osborne Robinson
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1 / PUBLC MPROVEMENT PROJECT APPROVED NDEX OF SHEETS CTY OF MADSON CTY ENGNEERNG DVSON DEPARTMENT OF PUBLC WORKS PLAN OF PROPOSED MPROVEMENT MARCH 29, 216 BY THE COMMON COUNCL OF MADSON, WSCONSN PUBLC MPROVEMENT DESGN APPROVED BY f)) f- n. 1 Dl-D2 Ml-M2 Pl U1 U2 TTLE NOTES & DETALS MARKNG PLAN STREET PLAN SANTARY PLAN & PROFLE STORM SEWER PLAN GVC TOWN CENTER - CTY PROJECT NO B BLOCK CTY CONTRACT NO CTY MUNS NO N > s STORM SEWER DESGNED BY Zl 1 ] D! Ul UJ " z1 1 fjll OJ 1 ii z i3 it COTTAGE GROVE ROAD, l PROJECT LOCATON PROJECT _ LOCATON, FLE NAME: M:\DESGN\Projects\11281\Streets\Design\11281 EN- TitleSht.dgn DATE: 5/12/216

2 fd g. CONTRACTOR/DEVELOPER SHALL SUBMT A TRAFFC CONTROL PLAN TO CTY TRAFFC ENGNEERNG AT LEAST 1 WORKNG DAYS PROR TO THE START OF WORK. WORK WTHN THE RGHT-OF-WAY SHALL NOT BEGN UNTL THE TRAFFC CONTROL PLAN S APPROVED. ANY PAVEMENT MARKNGS THAT ARE REMOVED OR DAMAGED SHAU BE REPLACED BY THE DEVEWPERCONTRACTOR AS DRECTED BY CTY TRAFFC ENGNEERNG. THE WCATON AND NFORMATON FOR PROPOSED NEW TREES, N THE PUBLC RGHT OF WAY OR ON PUBLC LANDS ARE APPROXMATE AND ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHAU CONTACT BRAN MEUER OF CTY FORESTRY AT LEAST ONE WEEK PROR TO PLANTNG TO SCHEDULE MARKNG THE PLANTNG STE, NSPECTNG THE NURSERY STOCK, AND REVEWNG PLANTNG SPECFCATONS WTH THE LANDSCAPER. CONTACT BRAN AT (68) OF (68) NO TREES N THE RGHT OF WAY OR ON PUBLC LANDS SHALL BE TRMMED, PRUNED, REMOVED OR ADVERSELY AFFECTED N ANY WAY UNTL THE DEVELOPER HAS RECEVED WRTTEN PERMSSON FROM THE CTY ENGNEER OR CTY FORESTER. SAD WRTTEN PERMSSON SHAU NCLUDE LANGUAGE NDCATNG THAT SECTON lojol OF THE MADSON GENERAL ORDNANCES AND ADMNSTRATWE PROCEDURE MEMORANDUM NO. 6-2, REFERNG TO NOTFCATON OF PROPERTY OCCUPANTS ANXJR OWNERS, HAS BEEN COMPLED WTH. ASPHALT PAVEMENT WTHN THE GEMN STREET RGHT OF WAY SHALL BE TYPE C PAVEMENT. AU GUTTERS SHAU DRAN WTH A MNMUM GRADES OF.5% TOWARD STORM SEWER NLETS. THE CROSS SLOPE OF SDEWALKS AND BARRER FREE SDEWALK CURB RAMPS SHAU BE 1.5%. THE WNGTUDNAL GRADE OF BARRER FREE SDEWALK CURB RAMPS SHAU NOT EXCEED 8.33%.ALL SDEWALK RAMPS SHAU BE CONSTRUCTED ACCORDNG TO S.D.D AT ALL OTHER LOCATONS THE LONGTUDNAL GRADE OF SDEWALKS SHALL NOT EXCEED 5. % OR THE ADJACENT STREET GRADE WHCHEVER S GREATER NOR BE LESS THAN.5% AND SHAU DRAN TOWARD STORM SEWER NLETS. SDE SLOPES WTHN TEN FEET OF A PUBLC SDEWALK SHAU NOT EXCEED 4.:1. AU SDEWALK AND SDEWALK RAMP ELEVATONS AND GRADES SHAU BE FELD VERFED AND SET TO COMPLY WTH THE CTY OF MADSON STANDARD SPECFCATONS AND THE A.D.A.. GUDELNES. OBTAN A PRNT OUT OF THE ALGNMENT FROM THE CTY ENGNEER PROR TO STAKNG THS PROJECT. CURB STATON AND OFFSETS SHAU BE TO THE FACE OF CURB UNLESS OTHERWSE NDCATED. CURB ELEVATONS SHALL BE TO THE TOP OF CURB (OR EXTENDED TOP OF CURB FOR DRVEWAYS OR RAMPS) UNLESS OTHERWSE NDCATED. POWER POLES AND OTHER OBSTRUCTONS SHALL BE MOVED TO PROVDE 2 FEET MNMUM OF CLEAR DSTANCE FROM ANY FACE OF CURB OR EDGE OF SDEWALK. GVC TOWN CENTER-B BLOCK PROJECT N STANDARD NOTES AND COMMENTS DETAL D-1 CTY OF MADSON ANY NFORMATON SHOWN ON THS PLAN, WHCH S NOT PART OF THS PROJECT, S PRELMNARY AND NOT FOR CONSTRUCTON. THERE MAY BE EXSTNG UTLTES OR OTHER FEATURES WHCH ARE ETHER NOT SHOWN OR SHOWN NCORRECTLY ON THS PLAN. T S THE RESPONSBLTY OF THE DEVELOPER TO LOCATE AND DENTFY ALL UTLTES AND TOPOGRAPHY WHCH MAY AFFECT THE CONSTRUCTON OF THESE MPROVEMENTS. AU PERMANENT SGNNG AND POSTNG WU BE DETERMNED AND PROVDED BY THE TRAFFC ENGNEERNG DVSON, FOUOWNG CONSTRUCTON OF THESE MPROVEMENTS. CONVENTONAL SGNS FELD VERFY ALL UTLTY LOCATONS THE DEVELOPER SHALL PROVDE, NSTALL AND MANTAN ALL STREET END BARRCADES, SGNNG AND TRAFFC CONTROL, AS REQURED BY THE CTY TRAFFC ENGNEER. FBER OPTC GAS STORM SEWER SANTARY SEWER WATER OVERHEAD ELECTRC FO G ST SAN OH POWER POLE ADA COMPliANT RAMP W... DETECTABLE WARNNG FELD COMBUSTBLE FLUDS PAVEMENT SAWCUTS SHALL BE AS DRECTED BY THE CTY CONSTRUCTON ENGNEER. SA WCUTS SHOWN ON THE PLAN ARE APPROXMATE. DAMAGE TO ANY EXSTNG CURB, PAVEMENT, SDEWALK, ETC. THAT S TO REMAN SHAU BE REPARED BY THE DEVELOPER;CONTRACTOR AS DRECTED BY THE ENGNEER. FLE NAME: M:\DESGN\Prajec:t.\11281\Btraet.\C-gn\11281 EN-C1_GM11Nate1Nt.dgn DATE:

3 GVC TOWN CENTER- B BLOCK PROJECT NO D-2 DETAL SPEED HUMP DETAL TYPCAL SECTON CTY OF MADSON SPEED HUMP Gutter 2 4 " N. 4 Tl E BARS ccc+--1. Direction of 35" CENTERS Direction of Trovel ==> Terrace SLOPE VARES, SEE SHEET P-1 PLAN VEW SPEED HUMP ON TYPCAL URBAN STREET Direction of Travel DEPTH OF ROADWAY 8 TYP. = HORZONTAL,," F- SURFACE 4 3 2=1:::... PAVEMENT, SECTON AA DEPTH OF ROADWAY PAVEMENT 8 TYP. DETAL 1* STRAGHT SLOPE AT CROWN* NOT TO SCALE!VERTCAL SCALE S EXAGERATED DEPTH OF ROADWAY 8 TYP. Gutter EXCLUDNG GUTTER Gutter SECTON BB NOT TO SCALE!VERTCAL SCALE S EXAGERATED *DENOTES DETALS OR DMENSONS CHANGED FROM S.D.D TE BARS DEPTH OF ROADWAY 8 TYP. CURB DETAL CROSS SECTON PAVEMENT CTY OF MADSON ENGNEERNG DVSON CONCRETE SPEED HUMP RASED GUTTER (MOD F ED* l MODFED STANDARD DETAL DRAWNG 4.11 FLE NAME: M:\CESGN\Projecte\11281\Streetll\-lgn\11281 EN-Cetal-.dgn DATE:

4 / GVC TOWN CENTER- B BLOCK PROJECT NO M-1 PAVEMENT MARKNG PLAN + N / 6 deg angle to be measured from street side edge of gutter NOT curb side. Edge of Gutter 4" White Pavement Marking - (.Q Layout template for 6 deg angled parking stall line FLE NAME: $$... d-lgnfll... $$ DATE.: $$... plotl:lngdata.. $$

5 Remove Arros nstall Speed Hump Markings nstall 12 Wide Continental Crossalk >. N (!) CENTER OF TRAVEL LANE GVC TOWN CENTER- B BLOCK PROJECT NO M-2 GEMN DR PAVEMENT MARKNG PLAN CTY OF MADSON Edge of / Centerline or Gu1ter \ Lane Line Marking Face of -! Cum 5.5! 5.5 1! SPEED TABLEi AREA i... J....,...-- L"""""" r r DRECTON OF TRAVEL - ( - (/J Q) c ( MARKNGS FOR SPEED HUMPS \ \ > i5 c; z >< 24" [ 18" > < LAYOUT DMENSONS FOR CONTNENTAL CROSSWALK FLE NAME: $$... d-lgnfll... $$ DATE.: $$... plotl:lngdata.. $$

6 ... " D-ll-!> SCALE 1 "=1 GVC TOWN CENTER-B BLOCK PROJECT N GEMN DRVE CTY STREET PLAN P-1 OF MADSON J _ fd g. s conc. SDEWALK! - 1" CONCRETE DWAY APRON & SDEWALK THRU DWAY --!S ls NOTES: CONSTRUCT CONCRETE TABLETOP M MODFED CONCRETE SPEED HUMP RASED GliTTER PER S.D.D M SHOWN ON SHEET D-2 1. HORZONTAL SURFACE DMENSON FROM S.D.D SECTON AA S TRANS. AT EDGE OF PAVEMENT/FLAG OF CURB PER S.D.D DETAL 1 FLAG OF CURB SLOPE VARES PER S.D. D CURB SLOPE DETAL GEMN DRVE -TRANS. AT CROWN SHALL BE STRAGHT GRADE SLOPE PAVEMENT LEGEND: FULL DEPTH PAVEMENT 2" MLL & OVERLAY ".. CONCRETE TABLETOP (CONCRETE SPEED HUMP WTH RASED GUTTER).. ".. " 1" CONCRETE DWAY APRON & SDEWALK THRU DWAY ---T.. " FLENAME: M:\DESGN\Prajec:t.\11281\Btraet.\C-gn\11281 EN-P ntllw.dgn DATE: PLOT SCALE: 1..rtln.

7 fd g. \\ / LOT3 GVC TOWN CENTER- B BLOCK 1 J 4 SEESTORf\1 SEWER }-sr ---o::etu-2 OR ro::n 1-=.:: t._ r-- PROPOSED SANTARY SEWER EASEMENT r- -kq EXSTNG SANTARY AND STORM ls PROPOSED PUBLC 2 X 36 PUBLC SANTARY SEWER EASEMENT EASEMENT EJ--/A {)J SAS# / v SEE RECORD DOC NO. 57-8" PVC@ 2.7?{o ll PROJECT NO U-1 SANTARY PLAN AND PROFLE GEMN DRVE CTY OF MADSON rt -,,.../ ll,...,.,.,,..,..l,.,...,., l AAJC.AX,_..A...lloY t- /Jj/, r \) SCALE: - r-- ST ST : ::- : ::- : ::- :::- :j T 1" = 2 L1J _#_ -- lr--- > l--1 i - a:: -z c t & - 51 Cl.) a.. :::2! L1J (!) - ff CD 1 li)j r SAS# 157-a vc STARTO r@2.57% RM El- 11 7J.7 (E)- 8" El = (S) 6" LATERAL - EXSAS STARTO RM= _11_ El = _11 1.& 11 :oo _ _ 1 FLE NAME: M:\DESGN\Praject.\11281\Sanltary\Oealgn\11281SAN-PnP.dgn DATE:

8 /PVT u - L _... "... " i EX 18" RCP TO REMAN T j EX 18" RCP TO REMAN \ -!S GEMN DRVE 12-+ \\.\ S l!s - ls ls ls!r 1 1fAEf 5 REMOVE EX 12" RE OVE EX CQr CRETE COLLAR 1 ST LT-21. RCP STM v GVC TOWN CENTER B BLOCK PROJECT N GEMN DRVE L E= J ) "l 16-12" RCP STUB.!S ls ls -T \ --FOR PRVATE CONNECTON :RCP \ j \ : STM@ / ::::;t:l:::::: o lc \ :: ::: m m >< ::: (") "" en -.,s:... STORM SEWER PLAN... \ W 3x3SAS R VB r---.ow POl NT STA LT-21. :..s> TC= El= " El = " i D = 5.21 SCALE: 1" = 1 U-2 CTY OF MADSON f r= = =C l ;, \ lll i 7... " W R VB \ LOWPQ, T REMOVE EX STA 13+. RT-21.5 N TC= STA RT ?l Tij r T -- 1! FLE NAME: M:\DESGN\Prajec:t.\11281\Sanltary\Oealgn\11281 SAN-starmP n.dgn DATE: PLOT SCALE: 1..rtln.

MAR VISTA GATEWAY SIGNAGE (NOT FOR CONSTRUCTION )

MAR VISTA GATEWAY SIGNAGE (NOT FOR CONSTRUCTION ) Date: j; ~ ^z3lz. Submtted n Commttee ALUMNUM ROOFNG: SNAP ON BATTEN PANEL (AGED COPPER COLOR) BY PAG CLAD PETERSON ALUMNUM (8) 44-866 OR APPROVED EQUAL Councl Fe No tem No S Bep-y. l\ COMPOSTE WOOD SHNGLES: