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HomeMy WebLinkAboutSite plan - softball fieldU P V ~ ~ z ~ F n x ~ u s W, r ~b V c I RRtfPt~SED Ct}NST R~JCTIaN BOR. ~ a z 0 Q s z o" o a F U r a~ ~ I t z 0 ~ C N Z ~ a O U iti u w v 450 JtJSSLY~I STREET d~Sk1~CSH IN~SCONS j i r . - y . r ~ ~tr~' ' , ir^' r~-r , ~ _ 1~ FealYelk.~Pages r~ ~I I, I I ~1. 1i . ~ iTTTT~lTfzT.TFrT~ . _ r ~ . ~:s i S't ~ T' T~:- ~i l.: J L I 1 '-1 I 1 I i 1„ r. _ ~ E~-~~ 7 t 1 ~ i ~ I l ll ~ i '_I~T LLB 1J~~t . T ~ _ 't ~ s -ail a-~. I - i irT ~ , IV 4 _~'~~'f-f~i's'F'f'tt I r - ~ rT rr r e ~ ~ ~ - - -i'r' r~ ~ r~ ~r~rT~-Err-~ ~ _'T - r~ ~ ~ ~ i ~ ~ r r"< - i y~y i I } SKEET 1NtE~ RROJECT ~DCATIOt~I MAC f CtNNE GENERAL ~ ~ ilJl F,`tl "~C~" ~_Y1Y;~ ;I1 f T. ;Y rCl r~ET i . G ;N M~F. ~ i 3l~ F1.~~.J \_l!r~ i hpn h l~ - _ 4d J ar I r O it ~ i i ~ rwlL. g i r--~ , ~ ~ 1~. - T ARCHITECTURE ~ ~ A.r x E I f ~ ~ ~ ~ ~ l ~ ~ ~ ~ ~ ~ _ ~.-I-,_ ~ CONSTRUt~TIC~N ~ 0 ~ ~ ~ ~ ~ ~ i_/~P~ihiEr ~OPt TPI;C~G'Pl, i I.~EC,T:Ur'F I`[C CIiIIL ~ _ 1 , ~ ~ „~,~~-~'r ~ F ~ ~ ~ ~ ~ ; F~ - ~ ' ~ ~,nr 7. ~ 1 u ~ W ~ f a ~ -roe n _ I C.~ ~ ~ „ i~ a n r F-7a~e~ ~ CC1 < } - ~ - _~,1 lri~<E i~~~~, ~ ~ a ~ r i pia I r ~ !li I ~ 0U- ~ i ii i ~ _ _ CIVIL ENGINEER z t \ -k ~ ~ I n r Eri iEt~ ___r ~r L JU z j tJ o cn 1- ~ ~ zoom ~ ~ ~ r~ , ~ « o~e _r-, ~ C MAFQUEST eu<ranarAVe__ "-~0~cm.~i. ~ l~f LEfOP}.!'JI' ~ ~ ~ ~ c.~ Z I H ~ ~ ~ ~ ~ Ahhur Pve i 1 ! O U YanOmrnAVC ~~r i STRU~L`TI~RQL _ ARCHITECTURAL ~ i- ~ C o lykr Avc 0 ~ ENGINEER _ _ id E t~f ii rr r i halms Aye r r ~ - _ Taft AVe ~ r~ ' i f ~~~"Jh~ F SCZ E `Rush Ave ~ i fl _ ~ IIZII ~ _ F ..fix. - - ~ ~ ~ MECHANICAL Ct~NSULTANT - ~ ~ ~ VDMrAw ~r P' rB r ~ _ i,a~.t-- ~ - m rPecFTi~~~,0,i e~~c ~f Pusc - E" - - x t'. !O CUPS 'RATE Pi iITE 400 SouNljk AVe r ga,kl t Z V _ - - Gdytoo [c Yt~ 0' ~Q~ ~ c 6' o Nabnal ASe tb fa c~ `q ' _ r _Faust A4c ELECTRICAL PLUMBING FIRE i_.___- 9 _ _ Wlvel Rve ~ _Nllrle~AVe, , PROTECTIQN CONSULTANT - - ~ unR _ tl _ _ VARIES ~ ~ " ~ ~ q~ a nau~P~~arird eucu i~F .ix,~ vrsna ptit g - A W_3k AVC ~ {V9[II A4e' W~kpvq ~-,.,,1J ~ I {~3~~ 4 11Ki9 L1oD~~xl loc - plop ~h D2➢O~NAYiEQ-a TelM~nx i ~ - .T.,,G ~ xaa ~a,, PF 03KIJ PR - - _ 061291; 06/29/2009 TTAL - F R TR TIN CITY SUBMI 6 29-09 NaT 4 CONS UC a ~I T ~ I 'i ~ wn ~d111W8t1S N111d 311S UD a dwDM ,ri'F6ll M ,6S,lS.BB N ppnccl ~ YrY' ~ i ~gi~AVi a4~>► aA a ~ A soon-sa-sa p~ ~v. ~1 I ad ,ps ~ 'ON }~(OJd ~ ~pgwnN Aso plp~ ~ €p i~~~ alydo~ 99 i !i I i ~ £Ot0 'ZOlO 'lOlO S133HS 335 _e m ~ _ ~ NO11VOOl 103P08d ~ 3 I ar~JD~ ~ !i ~~YYyy SPla1~ aDl}DDJd ~i . - ~¢y ~ ~ lf~ - ` per oo%o%o per a ~ s~olal,,pa p D10 11 4 { ~ ~o _ s. ~ 0 11 IX3 }R 0 li ~ =t/1R Zg ~ puowgip c ~(n ~ 6UI~JDd D aSD I I 6 I! 9 & Q 'pro ~ ~ ~ /anDJO I ~ ~-Co ONIISIX3 ~ Z' z U? , a - _ - ~ ~ a60 e a ` ~ <,r (n ~ _ , rTt O ! , plat unwapa~ } o p ~ f~1 ~"1 ~ a6c~, 0 Y,_,. 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''i ~y ~ ( _ . _ _ . _ _ . _ _ _ . 4 ` l► ('07 OZ'l) d'S 04d'S V3aV 103POad 4 _ _ g M k pg ~ V1N0 3115 NOI1VOOl 103f'Oad ~ ~ 4 ~ ' 8 z ~ -i n ~ ,60017 ,F~,SY',N, ~ N ,l6 iLL M ,9~,L~.BB N ~ it i P w~ ~ ~ N u~ w 1 z u ,4 ~ z ~ u F 4 z METAL SUPPORT POST ON 0.85' SQUARE ASPHALT PAVEMENT { u w ~ FOOTING (TYPICAL} ^ ¢ "1 a w ASPHALT PAVEMENT (POOR GONOITON) p ~ r w ~ ~ v U o F ~ a o ~ ~ ~ N 8' CYCLONE FENCE U ~ ~ Z 6' HIGH CYCLONE FENCE _ r ,,h e ELECTRIC ~ o BY OWNER GRAVEL OUTLET i 1 X<~ ,s~ e., a~ .o " . ~ ~ 12.2' CYCLONE FENCE - a w R ~ W Q ~ 18' BATTING CAGE WITH BULLPEN AREA 11 GRAVEL BASE w 16.23' z ~ LL~ ~ 1______-, w ELECTRIC ~ 3 OUTLET , ° d ~ ~ t O to ° d.. ~ Y I yg L v C I U @ - ~ CONC ~ B 1 ~ a `a. ° . ~ W ELECTRIC 0 . OUTLET 24. G PROPOSED BUILDING ~ ~ NCE ~ ~ (PHASE 2) ~ OVERH~~-`''~~~ l 2° CYCLONE ~ ~ v 6' CYCLONE GATE OCK DUGOUT ~ 12 ~ Q ,Q; BL ° . r,~_~ CONCRE~ l ~ ~ ~ °F A ~ ~ _ .4T ~ ~ • II ~ YCIONE FENCE ~ O 9 C ~ ,~0 B. 0 ~ ~ ~ ~ 0 - PROPOSED B~iLDING ~ A T, 4' CYCLONE FENCE ,4; Q N d NOTES: ~ ~ ~ CYCLONE FENC ~ ~ ~ " 4' CYCLONE GATE (n p 1. ALL DIMENSIONS ARE TO FACE OF CURB, BUILDING WALL, EDGE OF PAVEMENT, OR PROPERTY LINE REMOVE EX. CYCLONE FENCE POST-TO-POST (PHASE 2) " ~ 0 0, ~ ~P REMOVE EX. CYCLONE FENCE '`i PDST-TO-POST i ~ P ~ ~ s ► F .GG~G ~ o o ~ ~ IN INC. ASSUMES NO RESPONSIBILITY d DP ENGINEER G Q FOR DAMAGES, LIABILITY OR COSTS RESULTING 1110 ' , FROM CHANGES OR ALTERATIONS MADE TO THIS - I ~ w PLAN WITHOUT THE EXPRESSED WRITTEN CONStNT I ~ ~ OF DP ENGINEERING, INC. I ~ w I I ~ ~ " REMOVE EX. CYCLONE FENCE I w _ ~ 6' HIGH CYCLONE FENCE _ 2 POST-TO POST (PHASE 2) BY OWNER I ~ F ~ Z ROPOSED BUILDING P I (PHASE 2) ) r ~ I I ~°o ZJ I O I rJ ~ L ~ Z ~ m o r - GRAVEL ~ F- ° ~ L~J U ;1 r 6' CYCLONE GATE O w r~~~ ~ L ~ L- v ~ i ~ cZ ~ ~ ~ ~I a ~ Q ~ ~ V/ a 3 ' I c°~ ~ $ ~ r~,, a ~ 1 ~ 'o z 'o ~ "1 ~ w ~i w a~~ a7 Y rc v 1 o Reviaioan: z o ' ~ m rw. oor.: o■a1 o U ~ w ~ m/~1~ ~ ~ r r^ ~ ~ rrV^^~ U Q v~ ~ O 3 Q ~ I ~ I ~ 3 5".SPRUCE ~ V I 'I ~ ~ CONCRETE CURB ~ ~ LEGEND (NO PAN) 1 = SANITARY MANHOLE OE ■ OVERHEAD L]ECIRICAI. I ~ = STORM MANHOLE LIE ■ UNDERGROIMID ELECTRICAL 5" ^PRUCE = STORM CATCH BASIN = WATER VALVE - EXISTING CONTOUR LINE 2" CRABAPPLE TYPICAL ■ flRE HYDRANT -244 = PROPOSED C01lTOUR LINE Graphia ( ) ■ PONER FOIE 736.5 Saale 1 6' CYCLONE FENCE ■ DOMN GUY X = PROP05E0 SPOT GRADE :=r ■ OAS VALVE ~ = SLT FENCE DSF DSF i FQIGE yE~ 0 = INLET PROTEC110N Number gC ■ ELECiPoCAI PEDESTAL' = DIRECTION OF DRAINAGE S°t PR ■ IEIEFMIOIE PEDESTAL ~ "TF3 = EXISTING SPOT GRADE TYPe ■ CABLE N PEDESTAL ■ LIGHT 1O 3 O 5 tO 2O ~e ~_2 AREA ■ ~ laaued ■ TREE ■ CONCRETE FILLED GUARD POST fxtAPFNC Sc/~.E t' = 1D` Sheet Number SITE PLAN SUBMITTAL 753.41 753,51 W ~ NOTES: 752.38 ~ P l1l ~ ~v 1. CONTRACTOR SHALL OBTAIN PERMITS FOR ALL WORK 752• 752 H1 ~ ~ z V H PERFORMED WITHIN THE STREET RIGHT-OF-WAY. ]52,3$ 752.57 = 4 u 2. UNLESS DENOTED OTHERWISE, THE LISTED GRADES ARE _ V 3 K Q v~ FINISHED GROUND ELEVATION, TOP OF PAVEMENT ~ ELEVATION, OR FLOWLINE DF CURB ELEVATION. p F ~ ~Y 3. CONTRACTOR SHALL INSTALL ALL EROS ON CONTROL 1 ~ -q ~ j MEASURES PRIOR TO BEGINNING CONSTRUCTION, AND I 1 _ ~ ~ MAINTAIN UNTIL SITE HAS BEEN STABILIGED. , ~ ~ +~~•I~ ~ ~ z ~ ~5':ie ~ X53.52 CONTRACTOR SHALL PROVIDE EROSION COKTROL ~ 752.40 2 MATS} ~ ' ~"6r o FACILITIES IN ACCORDANCE WITH THE LOCAL MUNICIPAL 75241 ~{~53 X53.53 ~ ~ ~ bh EROSION CONTROL ORDINANCE, AND ALL RPPLICABIE DNR 153.51 TECHNICAL STANDARDS. ~ MATCH 53.22 ~ 752• 753.20 I 7~~ MATCH 752.7f 4. ALL DISTURBED AREAS OR SOIL STOCKPILES LEFT I 752.31 753.70 INACTIVE FOR MORE THAN SEVEN DAYS SHALL BE SEEDED 2. 752.13 751.93 WITH A SEED MIXTURE OF 50% RYE AND 50% OATS 7`I 63 ~ 52.29 ~ `752.79 (TEMPORARY SEED). TEMPORARY SEED SHALL BE 3,pp a PLACED A7 A RATE OF 3 LBS PER 10CD SQUARE FEET 752,17 752 7 .95 ~I I ~ AND IN ACCORDANCE WITH THE WISCONSN DNR 1 TECHNICAL STANDARD 1D5s. 7 PST H .51 75252 752.66 < a 753.94 ~ l~ 5. WASTE MATERIAL FROM CONSTRUCTION ACTIVITIES ! 9 751.55 A U SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR. ~ "752.7 EXCESS EXCAVATION SHALL NOT BE REMOVED FROM SITE WITHOUT PERMISSION CF THE DEVELOPER OWNER. ~ 52. ~8 / ~ MAR 52.07 ~ I BENCH K, ' 7550 750 752.50 34 753.82 c 6. OFF SITE SEDIMENT DEPOSITS OCCURRING AS A TOP M OF FIRE HYDRANT MA CH RESULT OF A STORM EVENT SHALL BE CLEANED UP ELEVATION = 755.06 752.6 ' ~ 0 WITHIN 24 HOURS OF THE END OF THE EVENT. ALL I (USGS DATUM) ~~n Q' ~ ~ A OTHER SEDIMENT DEPOSITS SHALL BE CLEANED UP AT ~ L ~ THE END OF EACH WORKDAY. ~ 7 ~ 1 752x5 752.88 ,i,, ~ 1 coNC ..753.52 ~ u, 7. THE CONTRACTOR SHALL INSPECT ALL tROSION I 4 MATCH " ~ ~ CONTROL MEASURES AT LEAST ONCE A WEEK AND A ER ~ 53.51 %53,53 0 FT I re~ ~ a ANY RAINFALL EVENT OF 0.5 INCHES OR MORE AND d 75 .45 ~ 53,51 - ~ 18 ~ ~ L~ MAKE NEEDED REPAIRS & DOCUMENT. ~ ~ 753.38 - 752.53 7 ]8 w _ _ ~ Q v 8. THE CONTRACTOR SHALL NOTIFY THE LOCAL EROSION ~ e°. 52.50 ~STC}-°~J 1 p v.. ~ I a CONTROL INSPECTOR AT LEAST 2 DAYS PRIOR TO THE 1 U 0 START DF SOIL DISTUR9ING ACTIVITIES. hry 1 753,22 N (n MATCH ~ 1 - 9. THE CONTRACTOR SHALL MAINTAIN ALL TEMPORARY g 752.24 1 ~ ~ EROSION CONTROL MEASURES UN11L THE SITE VEGETATION gr 51,24 1, _ v- ~ 0 IS ESTA6LISHED. WHEN THE SITE IS STABILIZED, THE ]51,77 752.7 ~'25 ' " 0 F.F.E. = 752.50 5 ,50 ~ CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION 3 752.40 ~ 753 753.3 L 0 7 X v CONTROL MEASURES. 1 ~ MATCH a ~ T^ P R TH DETAIL 752,10 O ~ ~ 10. SILT FENCE SHALL BE INSTALL, E E 75i 753.07 ~ AND IN ACCORDANCE WITH WISCONSIN DNR TECHNICAL 1. GEDTEXnLE FABRIC, nPE FF msTALLaTION Nom ~ ~ ~ e WDOT GEOTEXTIIE FABRIC, THE FF TRIM EXCESS FABRIC IN mE FLOWI LINE TD W1NIN 3" OF mE STANDARD 1056. 5 752. h p~~ cearr. 11. INLET PROTECTION SHALL BE IN ACCORDANCE WITH ry 2" x 4" STAKE AND Gkoss BRACING DO~O~~O~~~O~ y h O~ ~ THE CONTRACTOR SHALL DEMONST'flA IE OF MAINTENANCE, THE WISCONSIN DNR TECHNICAL STANDARD 1060. ~ ~ Q ~O~ p~~ u~NG A sEWV FLAP, HANG HDLOS aR DmER METHOD TD ~ ~p0 PREVENT ACCUMULATED SEDIMENT 'rROM ENTERING mE INLET. ~ . ~ 12. IF AIR60RN~ DUST BECOMES A PR06LEM, THE ~ ! P~ 52.85 O T i P CONTRACTOR SHALL AKE APPROPR ATE ACTIONS (ER GENERAL NOTES, WISCONSIN DNR STANDARDS TO MITIGATE THE EROSION. i V~ ~ ~ Q FABRIC SHALL BE REPU,cso AT nhE ENGwEERS D13cREnDN ) 752.58 ALL GEOTEXTILE FABRIC USED FOR 7'rPE A, 8 & C INLET ~ O ~~-0• i. PROTECTION SHALL BE 1490E TYPE FF GECTEXiILE FABRIC 13. TOPSOIL SHALL BE PLACED OVER DISTURBED AREAS i'= ~ ~ I" - WDOT GEOTEXITLE FABRIC, TYPE FF MANUFACTUREn ALTERNATIVES APPRU4ED AND LISTED ON mE - TO A MINIMUM DEPTH OF AT LEAST 4". II 752.61 V O~ ~ Z" X 4" STAKE AND CROSS BRACING DEPARTMENTS EROSION CONTROL PR60UCi ACCEPTABILITY O~ ~ - LIST MAY BE SUDSITTUTEO FqR mE WILT PROTECTION TYPE (~I 752.50 ~ ~ ~~QO - SPECIFlED. I j 75 .25 ~ ~ - RUNOFF WATER FILTERED WATER WHEN REMONNG OR MAINTAIMNG INLET PROTECTION, CAR[ V 75 50 2 . ~ i `T~ , \ WITH SEDIMENT SHALL BE TAKEN SD THAT mE SEDIMENT TRAPPED DN THE CONSTRUCTION AND EROSION CONTROL C, ~ CONC rO F GEOlEX11LE FABRIC ODES NQT FAt4 WTD mE INLET. ANY O R ~o SEQUENCE E ] 2.25 J INLET Wlm OR N1m0UT GRATE i MATERIAL FAILING INTO 1HE INLET iHALL BE RfMOVfU Y - INLET PROTECTION, TYPE A IMMEDIATELY. _ 52.25 X = 1. INSTALL SILT FENCE PER PLAN DETAILS. - AUGUST 2909 752.25 FABRIC slzE SHALL BE TO" (MIN) cREarER DN Au smES D: (n Q THE INLET COVER TO PROVIDE A HAND HOLD WHEN Q R'QTEL ATTACH GEOTEXTILE FABRIC, TYPE FF TO GRATED INLET MAINTENANCE DR REMOVAL IS kE4UIRFA. O 2. STRIP TOPSOIL FROM PROJECT AREA, mE TOP OF STAKES AND CROSS BRACWGS. BURIED FABRIC 71. 6 GRADE SITE TO SUB-GRADE, CONSTRUCT 751.80 INLET PROTECTION, TYPE B 6UILDING PAD. INSTALL TEMPORARY SEEDING 52.08 -s AND/OR MULCHING AS NECESSARY. - (WITHOUT CURB BOX) INLET PROTECTION DETAIL AUGUST 2009 (cAN eE INSrnuED aN ANV INLEr TmE) ~ mm z 't 3. TOPSOIL, SEED, AND MULCH DISTURBED 752.71 Z AREAS OUTSIDE OF PAVEMENT. INSTALL LANDSCAPE MATERIAL PER THE LANDSCAPING MA ~t O Q 1~~ Y~ PLAN. AUGUST 2009 752' I ~ 1. TENCH SHALL BE A MINIMUM OF 4" WIDE AND 6° DEEP TO BURY ANO ANCHOR 1NE C~EGTE%TILE FpBRIC_ 1 1 FOLD MATERIAL TD FIT TRENCH AND BACKFlLL & COMPACT TRENCH WITH EXCAVAIED~ SOIL. ~ M 4. WHEN SITE VEGETATION IS ESTABLISHEC 70 ~ - ~J 70% THE EROSION CONTROL MEASURES 2 WOOD POSTS SHALL BE MINIMUM SIZE DF 17§" X i,'g" OF OAK UR HICKORY. y REBACK BETWEEN FENCE ° ~ 753.04 FOLD POST AND ANCHOR 3, CONSTRUCT SILT FENCE FROM A CONTINUOUS RDi.L IF POSSIBLE 8Y CUTTING LENGTITES 1'U AVOID JOINTS IF SHALL BE REMOVED BY THE CCNTRACTOR. ~ 1 f- i 3° MAx. A JOINT IS NECESSARY UBW ONE 9F THE FOLLOWING 1W0 MEmDDS: A) TW75T METHOD OVERLAP THE ENO LL - OCTOBER 2009 L>_ Lt J`0^ POSTS AND TWIST, OR ROTATE, A7 LEAST 180 pE0REE5. B) HOOK MEmOD HDDNT THE NED OF EACH SILT ~ * Y Mqk SUPPORT ANCHOR STAKE SILT FENCE LENGTH 0 d I\h.,' WIRE (MIN I8' LONO) FENCE Q O I ~ ` 72 752.00 l J• DETAIL OF CONSTRUCTION NDT SHOWN SHALL CONFORM TO WISCONSIN DNR IECHNICAi.. STANDARD N0. 1056. r n p,., ~ v i BENCHMARKS 1 ~ I T ?I~ O MAk OFOABR%C LE SILT FENCE FABRIC SHALL HA1c THE FOLLOINNG PROPER11E5~~ ~ {J I) 1 F-- 1~\ A GRAB STRENGTH -MACHINE DIRECTION: 120 LBS. (ASTM D-{832; 1. TOP STEM OF FIRE HYDRANT, EAST SIDE ~ ~ 1 •.~T\ J`-DW V B. GRAB STRENGTH -CROSS MACHINE DIREC110N: f00 LBS (ASTM D-4632) 7 DF JOSSLYN STREET, ELEVATION = 7S5,O6 ~ Ii 1 1y 1 GEDTEXIILE ~ MAk C~ T r I~ I A I/ C. EQUIVALENT OPENING SIZE - N0. 3D (ASTM D=4751) N L O t~ (USGS DATUM) ~ 1 1 FABRIC ONLY ~ J, Wppp POSTS.U J~~I I ~IV~~ ~~~r\ ED. ULTRA VIOLET IRAD AVON STABSLITYNOF(70%(ASTM 9)4355) ~L~L D W 1 D' LENGm = 3' - 4' (WiIEN REQUIRED BY THE ENGINEER) ~ ` S - ~T Q~ ' t ~ 1 20" DEPm INSTALLATION PROCEDURE AS FOLLOWS: ~ CSI 1 BACKFlLL & COMPACT ~ ~ IN GROUND A. EXCAVATE A U TRENCH UPSLDPE FROM 1HE LINE OF STAKES. _ Z U l~ TRENCH WIm 1 B. INSTALL SILT FENCE IN TRENCH, CARE SHOULD BE TAKEN TO AVOIU TEARING FABRIC. TORN Z rr,^, 1 EXCAVATED SOIL 4 ~-~1'. GEOTEXTILE FABRIC SHALL BE REMOVED AND A NEW SEGMENT DF SILT FENCE SNAIL BF P1 ACES. SfANES SHALL BE o L~ O r v1 ' 1: a`~ f a- 1 Il , I y ~.rl ~ FABRIC DRIVEN A MINIMUM OF 20" DEEP. SILT FENCE SHALL BE A MINIMUM pF 14" ANCI A MAXIMUM OF 28" !N ` T ~ FLOW DIREC ON 1 CEIG~T LOWER 8" OF FILTER FABRIC INTO U-TRENCH. BACKFlLL AND COMPACT W-TRENCH. Reviei0oe: 1 1 ATTACH THE FABRIC Toll Free (800} 2428511 To mE Posrs Wm vnRe No. OoG: a' MlMxeukeeAree 414 2531161 1 STAPLES aR WOODEN LATH t i SILT FENCE SHALL BE INSPECTED WITHIN 24 HOllRS AFTER EACH RAINFALL OR DAILY' DURING PERIODS OF t } 51 . AND NAILS PROLONGED RAIN. REPAIR OR REPLACEMENT SHALL BE MADE IMMEDIATELY. IBC Oo/OD/00 I6C Hearirp Irr4lelred TDD (B00} 542-2288 ~ EzcESs www.DipgereHo8ne.mm y ~ 2.91 Dt' FABRIC SEDIMENT DEPOSITS SHOULD BE REMOVED AF1ER EACH STORM EVENT OR WHEN DEPGSIT5 REACH ONE HALF THE 3 1 G.~ I pp n' L~ T/, I HEIGHT OF THE BARRIER. I I OV~d TI\EIVCI I DET„'L SILT FENCE SHALL BE REMOVED ONLY WHEN 1HE THREAT OF EROSION HAS PASSED AND PERMANENT I ~ a o~' 3 ~ VEGETAITON HAS BEEN ESTABLISHED. s.. DP ENGINEERING LNG. ASSJMES N'D RESPONSIBILITY I 751.46 7~1 75~ g 51.95 1 SILT FENCE DETAIL ADDITIONAL POST DEPm OR TIE BACKS MAY BE REQUIRED IN UNSTABLE SOILS. FOR DAMAGES, LIABILITY OR COSTS RESULTING I 7 I FROM CHANGES OR ALTERATIONS MADE TO THIS _ / 52.2 1 PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT n } ~ LEGE OF DP ENGINEERING, INC. ~ 1 Il = SANITARY MANHOLE DE = OVERHEAD ELECTRICAL tf ( = STORM MANHOLE UE = UNDERGROUND ELECTRICAL 4 = STORM CATCH BASIN 2 = EXISTING CONTOUR LINE g2 = WATER VALVE 51 ~ = FIRE HYDRANT -244 = PROPOSED caNTOUrt use firophic / 52.43 ~ = POWER POLE 73E•9 _ Scale - PROP06ED SPOT CRAOE = DOWN GUY ~ ~ = SILT FENCE j OSF GAS VALVE - Number ~ = GAS METER ❑ = INLET PROTEC110N I. ~ ~ = ELECTRICAL PEDESTAL _ I Set i _ - DIRECTION OF DRAINAGE PR ~ - TELEPHONE PEDESTAL ,H 7,5 = EXISTING SPOT GRADE Tie . ~r_ CABLE TV PEDESTAL - LIGHT 10 5 D 5 10 20 Date _a~ ` ~ ~ leeued = SIGN 51.89 - TREE = CONCRETE FILLED GUARD POST GRAPHIC SCALE 1" = 16' Sheet 751.34 Number ~ 751.3 SITE PLAN SUBMITTAL x ~ Fy 3 -i 753.41 753,51 ~ NOTES: ~ ~ a* ~ W 1. C T - ~ ON RACTOR SHALL CBIAIN PERMITS FOR ALL WORK 752 u ti PERFORMED WITHIN THE STREET RIGHT-OF-WAY. ~ 752 38 752 57 752 81 - ~ Z4~~ jP" 2. UNLESS DENOTED OTHERWISE, THE LISTED GRADES ARE ~ ~ ~ FINISHED GROUND ELEVATION, TOP DF PAVEMENT U a Wt. ELEVATION, OR FLOWLINE OF CURB ELEVATION. Z 0 3. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL Q hy\ O ~ MEASURES PRIOR TO BEGINNING CONSTRUCTION, ANC) ~ MAINTAIN UNTIL SITE HAS BEEN STABILIZED. _ _ - " ~ H- CONTRACTOR SHALL PROVIDE EROSION CONTROL 7JL !6 _ ,n FACILITIES IN ACCORDANCE WITH THE LOCAL MUNICIPAL 752.4 LIATCH 153.52 ~ I Z EROSION CONTROL ORDINANCE, AND AI.1 APPLICABLE DNR 752.41 K ~ 753.53 ~ TECHNICAL STANDARDS. 752 ~ MATCH ` X53.51 MATCH 752.71 ~ 753.20 ) tt 75322 4. ALL DISTURBED AREAS OR SOIL STOCKPILES LEFT ~ INACTIVE FOR MORE THAN SEVEN DAYS SHALL BE SEEDED ~ 52.3f 752.13 751.93 ~ 52.29 753.7Q WITH A SEED MIXTURE OF 50% RYE AND 5C% OATS ''1 (TEMPORARY SEED). TEMPORARY SEED SHALL BE 1' 752.79 PLACED AT A RATE OF 3 LBS PER tODC SQUARE FEET 7 3.00 AND IN ACC 752.17 52 7 .95 ORDANCE WITH THE WISCONSIN DNR TECHNICAL STANDARD 1059, AT H .51 752.52 ~ 7 2. 752.66 > w 5. WASTE MATERIAL FROM CONSTRUCTION ACTIVITIES ~ 751.55 753.04 G SHALL BE PROPERLY DISPOSED DF BY THE CONTRACTOR. EXCESS EXCAVATION SHALL NOT BE REMOVED FROM SITE ~ " 752 7 7510 WITHOUT PERMISSION OF THE DEVELOPER~OWNER. 52. BENCHMARK: 752.50 6. OFF SIT 752.50 752.50 E SEDIMENT DEPOSITS OCCURRING AS A TOP TEM OF FIRE HYDRANT MA CH _ ~2 RESULT OF A STORM EVENT SHALL BE CLEANEC UP ELEVATION = 755.06 752. 6 - - - 753.82 C 752.50' 0 WITHIN 24 HOURS OF THE END D. THE EVENT. ALL (USGS DATUM) ° d I 1 t OTHER SEDIMENT DEPOSITS SHALL BE CLEANED UP AT ~ n ~ ~ a, THE END OF EACH WORKDAY. ~ 752.5 I g C) N 41.54 CDNC 752,66 1 OS 1 {n 7. THE CONTRACTOR SHALL INSPECT ALL EROS ON ~ MATCH ~ 753.52 _ CONTROL MEASURES AT LEAST ONCE A WEEK AND AFTER 1 53.5 ~ ~ C U ANY RAINFALL EVENT OF C.5 INCHES OR MORE ANC %53.53 - MAKE NEEDED REPAIRS & DOCUMENT. b 75 .45 • ~ 53.51 53.16 ~ ~ 752.53 w ~ 753. c ~ 75 .76F.F. = 752.50 38 Q ~ 8, THE CONTRACTOR SHALL NOTIFY THE LOCAL ERCSION ~ ° MATCH _ - i CONTROL INSPECTOR AT LEAST 2 DAYS PRIOR TC THE g " 52.50 75 C 1 v- START OF SOIL DISTURBING ACTIVITIES. hh ~ U D s MATCH ~h 40 1753.22 ~ ~ 9, THE CONTRACTOR SHALL MAINTAIN ALL TEMPORARY ~ 752.24 1 I ~ ~ ~ x I - EROSION CONTROL MEASURES UNTIL THE SITE VEGETATION 52.24 ~ I IS ESTABLISHED. WHEN THE SIZE IS STABILIZED, THE 751.77 752.7 7 .29f - ~ N 0 CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION F.F.E. = 752.50 _ 753 25 % 7~'~,~ p CONTROL MEASURES. LL ~ ! OP DF WA ~ /53.3253.3V"-""' T.~'► MATCH i 0 10, SILT FENCE SHALL BE INSTALLED PER THE DETAIL 7520 ~ N 7 753.07 ~ a AND IN ACCORDANCE WITH WISCONSIN DNP, TECHNICA!_ ~ ~ 7~~1~1.3 N _ STANDARD 1056. e -WDOT GEOTEXTILE FABRIC, TYPE FF OEOI EXPLE FABRIC, TYPE FF INSTAL~TION NOTFS~ ~ C~ I~ r 11, INLET PROTECTION SHALL B I I I ~ 752. ti~ Dip TRIM ExDESS FABRIC IN THE flow uNE To wrnrlN 3" of iFIE E N ACCORDANCE WITH ~f, 2" X 4• STAKE AND CROSS BRACING O~ ~~0 GRATE. THE WISCONSIN DNR TECHNICAL STANDARD 106C, ~ DO~~~~ 0~0 ~~~~O~Q~~~ THE CONTRACTOR SHALL UEMONSTRAIE OF MAINTENANCE, 12. F AIRBORNE DUST BECOMES A PROS / \ ~~0 PRE GN SEWN FLAP, HAND HOLDS OR OTHER METHOD TO LEM, THE v VE T ACCUMULATED SEDIMENT FROM ENTERING TkiE INLET. CONTRACTOR SHALL TAKE APPROPRIATE ACTIONS (PER P~' 5285 O WISCONSIN DNR STANDARDS) TO MITIGATE THE EROSION. 1 7 ~e` r_,ENERAL NOTES 52• ~ ,O FABRIG SHALL BE REPLACED AT THE ENGINEERS DISCRETION 13. TOPSOIL SHALL BE PLAC 56 O z'-o' ALL GEOTEXIILE FABRIC USED FOR TYPE A. B & C INLET ED OVER DISTURBED AREAS 'o ` PROTECFlON sHAU BE wDOT. T1PE FF GEOTEZTrLE FAaRiG TO A MINIMUM DEPTH OF AT LEAST 4'•. - \V .f ~ ~ WDOT GEOIEXTILE FABRIC, TYPE FF MANUFACNRED ALTERNAl1VES APPROVED AND I151E'0 DN THE 752.61 y Q~l DEPARR,fENTS EROSION CONTROL PRODUCT ACCEPI'ABIIJTY Q~P ~0~ ~OO~ 2" X 4" STAKE AND CROSS BRACING LIST MAY BE SUBSiINTEO FOR THE INLET PROTECTION TYPE J 75.25 ~V 0~0 ~ 1 SPECIFIED. 75 SO ~ G RUNOFF WA7[R FlITLREO WATER ~ r1 WITH SEDIMENT WHEN REMOMNG OR MAINTAINING INLET PROTECTION, CAR[ V CONSTRUCTION AND EROSION CONTROL ( COLIC SHALL eE TAKEN so THAT THE ssDlMeNr TRAPPED DN THE SE UENCE d _ I ~ INLET WITH OR WITHOUT GRATE F GEOTEX'HLE FABRIC DOES NOT FALL INTO 711 I ~T. A Y F NLC N - 1 INLET PROTECTION, T1PE A ~ P r', MATERIAL FALLING INTO THE INLET SHALL HE RF~40VED ~ - 1. INSTALL SILT FENCE PER PLAN DETAILS. - ` 52.25I 2.5D 1 IMMEDIATELY. AUGUST 2009 I I FABRIC SIZE SHALL BE 10" (MINI GREATER ON All SLUES OF 1 - 1 THE INLET COVER TO PRONDE A HAND HOLD WriCN Z. STRIP TOPSOIL FROM PROJECT AREA, I 1 '69Iv. ATTACH CEOTEXTILE FABRIC, TYPE Ff TO GRACED INLET O MAINTENANCE OR REMOVAL IS REWIRED. 1J GRADE SITE 10 SUB-GRADE, CONSTRUCT 71• I ~ THE TOP OF STAKES AND CROSS BRACINGS. { BUILDING PAD. INSTALL TEMPORARY SEEDING 751.60 ~j 6 1 - - BURIED FABRIC 52.0 F.F.E. = 752.50 1 wLET PROTECTION, TYPE B AND/OR MULCHING AS NECESSARY. - ~ AucusT 2009 ~ ~ I 1 ~ (v~n+ouT cuR6 6oz) INLET PROTEC1lON DETAIL I (CAN AE INSTALLED ON ANY INLET TYPE) i z 3, TOPSOIL, SEED, AND MULCH DISTURBED ~ 752.71 I ~ AREAS OUTSIDE OF PAVEMENT. INSTALL I 1 LANDSCAPE MATERIAL PER THE LANDSCAPING Z PLAN. AUGUST 2D09 752FrH I I NaTES Q 752! 25 752,4 1. TENCH SHALL BE A MINIMUM OF 4" W9DE ANU 6° DEEP TO BURY ANU ANCHOR THE GEOTEXTILE FABRIC. I~ FOIO MATERIAL TD FlT TRENCH AND BACNFILL & COMPACT TRENCH WITH EXCAVATED SOIL 4. WHEN SITE VEGETATION IS ESTABLISHED TO ~I 70%, THE EROSION CONTROL MEASURES I 1 1 iIEBhCK BETWEEN FENCE 2 'A'DOD POSTS SHALL BE MINIMUM SIZE OF iJg" X iJ§° OF DAK OR HICKORY. > SHALL BE REMOVED BY THE CONTRACTOR. ~ I 753.04 PosT hNO ANCHOR X 75 .2O PotD 3. CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGIHCS TO AVOID JOINTS. If - OCTOBER 2009 ~ MATCH JC 3" MAx. A JOINT IS NECESSARY USW ONE OF THE FOLLOWING TWO METHODS: AJ TW15T METH00 OVERLAP THE END _ 753.Ot y ~j(q~ T~ G"qZ POSTS AND TMST, OR ROTATE, AT LEAST I80 DEGREES. B) HOOK METHOD HOOK THE NFD OF EACH SILT i-~- O 5 ~~p~ ~,,.`1ll qk gJppORT ANCHOR STAKE 9LT FENCE LENGTH. ~f 1 pp~~ ` /7110 ! "T WIRE (MIN. 10' LONG) FENCE ~ O _ BENCHMARKS `U 72 752.66 ~ 4~1'I~;~f'`~ J:O, DETAIL OF CONSTRUCTION NOT SHOWN SHALL CONFORM TO WISCONSIN DNR TEChINICAL STANDARD N0. 1056. @ I J~.,: x; T'.:= GEOTEX7ILE ~ ~ Mq+ FABRIC SILT FENCE FABRIC SHALL HAVE THE FOLLOWING PROPERRES ~ {n 1. TOP STEM OF FIRE HYDRANT, EAST SIDE , J•~ FLOW ( ) ~ A. GRAB STRENGTH -MACHINE DIRECTION. 12D LBS. ASTM D-4632 OF JOSSLYN STREET. ELEVATION = 755.06 8. GRAB STRENGTH -CROSS MACHINE OIREC110N: 100 LBS (ASTM D-4637) (USGS DATUM) I~ ~ I OEOTE%TILE r ~ ~ Mq p, MINIMUM PERMITIVITY - 0.05 SECOND (ASTM D-40.91) ~ ~ 1 FABRIC ONLY 'I " , x C. EgUIVALENT OPENING SIZE N0. 30 ASTM D-4751 ~j I ~ ~ J~, 'HOOD PO6TS© SILT FENCE TIE BACK i ( ) ~ C 1 I ; "'f I`~ 0.M 20N ~EP1H 3' - 4' (WHEN REQUIRED BY THE ENGINEER) E. ULTRA HOLE' RADIATION STABILITY OF 70% (ASTM D-4355) ~=I..IJ ~ S ~ ~ a ~~I 1 INSTALLATION PROCEDURE AS FOLLOWS• ~ `l I BACKFltL k COMPACT T , I.., ry IN GROUND TRENCH PATH ~ ~ I A. EXCAVATE A U-1RENCN UPSLOPE FROM THE LINE OF STAKES. Y ;y tV,,7 I EXCAVATED SOIL ~~'4 B. INSTALL SILT FENCE 1N TRENCH. CARE SHOULD BE TAKEN TO AVOID TEARING FABRIC. TORN R - X I I ~ fJr,~ T GEOTEx11LE FABRIC SHALL BE REMOVEC AND A NEW SECdAENT OF SILT FENCE SHAM BE PLACED. STAKES SHALT. BE ~ ~ o O I~.~~;;. FABRIC F I DRIVEN A MINIMUM OF 20" DEEP, SILT FENCE SHALL RE A MINIMUM OF 14" AND A MAXIMUM Of 28" IN 0. ~ ~ d ~ . I I ~ "T I~.', I' 1 HEIGHT. FLOW DIREC ON Revifi0ne; Toll Free [800)242.8511 I ATTACH THE FABRIC G FlT LOWER B" OF FILTER FABRIC INTO U-TRENCH. BACKFILL AND COMPACT U-TRENCH. r~ MllwaukeeAree(414)25&1161 I To THE PosTS ~WiH wIRE ~ ~ 5 1 • STAPLES OR WOODEN LATH I i SILT FENCE SHALL BE INSPECTED WITHIN 24 HOURS AFTLl2 EACH RAINFALL OR DAILY DURING PERIODS OF Heednglmp~redTDD(BOD)542-2288 ~ AND NAILS PROLONGED RAIN. REPAIR OR REPLACEMENT SHALT BE MADE IMMEDIATELY. 1,gC 90~W~90 ~{gD wvrw.DigpereHotlinemat y ~ 2.91 ~ EXCESS sEOIMENTD EP09T5 SHOULD BF REMOVED AF1ER EACH STORM EVENT OR WHEN DEPOSITS REACH DNE HALF THE 3 I ~ I Goo 1 FABRIC I O Y I rI~' C- HEIGHT OF THE BARRIER. ~ Q ~~!-Ix'CN D!-TAI SILT FENCE SHALL BE REMOVED ONLY WHEN 1NE THREAT DF EROSION HAS PASSED AND PERMA NT 3 ~ VEGETATION HAS BEEN ESTABLISHED NE DP ENGINEERING INC. ASSUMES NO RESPONSIBILITY I 75 I 'Il zo FOR DAMAGES, LIABILITY OR COSTS RESULTING ~ 1.46 1171 75f~ 8 51.95 ' SiLT FENCE DETAIL ADDITIONAL POST DEPTH OR TIE BACKS MAY BE REQUIRED IN UNSTABLE SOILS- FROM CHANGES OR ALTERATIONS MADE TO THIS `f I. ~ I PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT ~ ~ is = 752.2 I OF DP ENGINEERING, INC. ~ 'll LEGEND 9 , dL I I C ~ - SANITARY MANHOLE _ 1 OE OVERHEAD ELECTRICAL = STORM MANHOLE UE = UNDERGROUND ELECTRICAL f~ A = STORM CATCH BASIN ~ - "'I~ ~.92 = WATER VALVE ~ EXISTING CONTOUR LINE 51 . 152.43 .95 FrRE HYDRANT -z~► _ ~ Gm~,la - POWER POLE 7~,5 1•• = DOWN GUY X = PROPO$fD SPGT Scale = GAS VALVE ~ ~ = SILT FENCE DSF ~ os~ Num4er ~ ~ ~ = GAS METER ❑ = INLET PROTECTION ~ ~ = ELECTRICAL PEDESTAL < = DIRECTION OF DRAINAGE ~ " t- = TELEPHONE PEDESTAL = EXISTING SPOT GRADE Typo PR = CABLE TV PEDESTAL ~ = LIGHT 10 S 0 5 i0 20 Date _ = SIGN ~-29 51.89 leeued 1 = TREE 751.34 7,ffilt 751 3 = CONCRETE FILLED GUARD POST ORAP►WC ~AtE 1• ` 10~ SMet I Numtxr SiTE PLAN SUBMITTAL 2 W a W 4` ~ ~ `S ~v=~~ ~ U z V FW- V V Q 'v Z r zo yI Z FEED INLET o ~ ~ ~ RIM ELEV.=751.55 ~ ~ ~ INVERT ELEV.=748.45 " - - ~ a -ter ~ ~ a m ~ o OUTLET . u ' ~ GAS SERVICE _ I CONNECT TO EX. STORM WER A ) = RIM 751.89 EX. 21 INVERT ELEV.=7 6.DOt INV. 740.86 XX" INVERT ELEV.- 47.25 6D LF 6" ISTORM SEWER 02. x a ~ s m CONNECT TO EX SANITARY MAIN 81 LF 4" SANITARY LATERAL ~ UTILITY NOTES: EX. 10" INVE TELEV.=740.89 61 LF WATER LATERAL A INSTALL 6" TAP ING TEE 1. EXISTING UNDERGROUND UT1lITY INFORMATION HAS BEEN CONNECT 2" TERAL s DETERMINED FROM ACTUAL FIELD LOCATION AND/OR MAPPING B CHMARK: I STALL CURB STOP FROM THE UTILITY COMPANIES, THEREFORE EXACT LOCATION MAY TOP STEM OF FIRF~HYDRANT ) NOT BE SHOWN. PRIOR TO CONSTRUCTION DIGGERS HOTLINE p ELEVATION = 755.06 ELECTRIC MUST BE CALLED FDR FIELD LOCATION. (US S DATUM) a, ~ t d OUTLET d 2. THE PROPOSED IMPROVEMENTS SHALL BE ~ •I ~ L ~ p N CONSTRUCTED ACCORDING TO WISCONSIN ADMINISTRATIVE t ~ • ° ~ CODE, SECTIONS COMM. 82-87, LATEST EDITION, 1HE ~ ~ ~ STANDARD SPECIFICATIONS FOR SEWER AND WATER „s ~ ~ a ELECTRIC .lea C U CONSTRUCTION IN WISCONSIN, LATEST EDITION, AND ALL ~ - ° ) I OUTLET ~ ~ p LOCAL ORCINANCES AND SPECIFICAl10N5. I _ ~ ~ 3. SANITARY SEWER PIPE SHALL BE PVC, ASTM D-3C34, ( a ~ I ~ `Uj Q a ~ 1 ° ~ ~ SDR-35 WITH RUBBER GASKET JOINTS, CONFORMING TO t ASTM D-3212. 6" SAN. L T. PER PLAN ~ Tr__ ~ p 4. CONNECTIONS TO EXISTI ~ ~ ~ I SHUTRO FRINKLER N 0 ~ NC STRUCTURES SHALL BE ~ ( CORE DRILLED. ) i-' 2" WATER SERVICE PER PLAN 1 3 ~ ~ 5. CONTRACTOR SHALL TAP EXISTING WA c ~ I ~ N O TER MAIN U.,ING A TAPPING TEE AND VALVE. COORDINATE TAP WITH ~ ~ Ci WATER UTILITY. ~ rE ! p' o n.:n 6. WATER SERVICE SHALL BE TYPE "K" COPPER FOR 2" ~ ~i ~ ~ ~ AND SMALLER SIZES, (ASTM B-88) AND AWWA C-900 ~ ~ Q i PVC FOR SIZES OF 4" TO 12". (SEE ARCHITECTURAL OR PLUMBING PLANS FOR REQUIRED WATER SERVICE SiZE). ~ _ MAINTAIN A MINIMUM OF 6.5 FEET CF COVER OVER ALL " ` WATER SERVICE LINES, BASED ON FINISHED GRADES. ( Q WATER SERVICE LJNES MAY BE REQUIRED TO BE OFFSET TO AVOID CONFLICTS WITH OTHER UTILITIES. I • O 7. A MINIMUM OF 18" VERTICAL CLEARANCE SHALL BE ~ ~ MAINTAINED BETWEEN ALL SANITARY AND WATER O LATERALS. ~ ( ~ ems 8. PIPE LENGTH DISTANCES & ELEVATIONa ARE GIVEN TO Q~~ THE CENTER OF STRUCTURES AND 1TiE PIPE END OF ' _ OUTFACE STRUCTURES. ~ ~ a ~ Q 9. CONTRACTOR SHALL VERIFY LOCAl10N AND ELEVAl10N ~ OF ALL EXISTING UTILITY CONNECTIONS BEFORE ~ sc ~ - CONSTRUCTION AND NOTIFY THE OWNER AND ENGINEER ~ ~ = Q OF ANY DISCREPANCIES. ~ ~ ~ 10. CONTRACTOR SHALL OBTAIN ANY RIGHT-OF-WAY PERMITS gg~ FOR ALL WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY. t ~ ~ 9~ 11. CONTRACTOR SHALL COORDINATE UTILITY SERVICE (TELEPHONE, CABLE, GAS, ELECTRIC, ETC.) WITH LOCAL pp UTILITY COMPANIES. ~ 8 _z t;~ 12. ALL UNDERGROUND NON-METALLIC SEWERS, MAINS, z AND LATERALS SHALL BE INSTALLED WITH TRACER WIRE ~ ~ ~ DR OTHER METHODS IN ORDER TO BE LOCATED IN ~ ~ Q ACCORDANCE WITH 1820715(2R) OF THE WISCONSIN ~ /y~ STATE STATUTES. I ~ L1J ~ ~ g 13. CONTRACTOR SHALL COORDINATE REMOVAL/RELOCATION OF EXISTING UTILITY POLES, ~ I- JUNCTION BOXES, AND FACILITIES THAT ARE IN CONFLICT r.---' W 3, LL W WITH PROPOSED IMPROVEMENTS. ~ ~ Q O i ~ \ I ~ 14. FIELD INLET SHALL BE 24" DIAMETER PRECAST ~ ~ ) ~ ; CONCRETE. FRAME AND GRATE SHALL 8E s I ~ (n NEENAH-R2510-A OR EQUAL ( _ _ 15. STORM SE4 ` F - _ ~ ~ I ~ ~ ~ Z NER PIPE SHAD B_ SDR 35 PVC FOR 6° I ( ~ ~ ~ W ~ ~ ~c 15", OR HOPE (ASSHTO M294 AND M252), OR ASTM ( «Li.l o--I C-76 CONCRETE PIPE WITH GASKETED JOINTS. C ' I > ~ _ I ~ ~ 1= Q h ~ p_ - 16. ALL TRENCHES IN STREET RIGHT-OF-WAY SHALL 8E ~ e ~ `I ,oz _ I o~ BACKFILLED AND PATCHED PER THE CITY'S STANDARDS. a ~ ~ ~ o. ~ ~ I ' I I Revieiaaa: • I too. oot.: oaaga ` N I ,~c ao/oo/aa sec > ~ I I 7 I ~ > II I I ~ II p s BENCHMARKS t I I ~ I I t i ~ ~ I 1. TOP STEM OF FIRE HYDRANT, EAST SIDE ~ II LEGEND - OF JOSSLYN STREET. ELEVATION = 755.06 (USGS CATUM) II ° j I = SANITARY MANHOLE OE = OVERHEAD ELECTRICAL XV = STORM MANHOLE UE = UNDERGROUND ELECTRICAL 9 ~ = STORM CATCH BASIN ~ EXISTING CONTOUR IJNE RIM 751.0 = WATER VALVE ~ - i INV, 746.13 ~ = FIRE HYDRANT •-244--- = PROPOSED CONTOUR LINE SW INV. 747.13, _ Graphic T,~ Toil Free(BDO)242~51t E INV. 747.13 a 12" STOr g < ~ = DOWNRGUOLE 7Sbs = ~ SPOT Scala NNhvaulcee Aree (414) 259-1 187 ~ = Y ~ ~ _ HearinglmpeUedTDD(800)542-2289 ~'12" STD. RIM 750 GAS VALVE SU.T FENCE ,4,,, ~ DSF p$F Pr IJ waw.DiggenHoeine.com INV. 746.67 = GAS METER ❑ = INLET PROTECTION Number W INV. 747.7 = ELECTRICAL PEDESTAL RIM 751.66 , TELEPHONE PEDESTAL ~ = EXISTING SPOT GRADE Type PR Q DIRECTION OF DRAINAGE DP ENGINEERING INC. ASSUMES NO RESPONSIBILITY N INV. 745.47. I~ CABLE N PEDESTAL FOR DAMAGES, LIABILITY OR COSTS RESULTING S INV. 745.73 _ FROM CHANGES OR ALTERATIONS MADE TO THIS NE INV. 746.13 j j' = LIGHT 10 5 0 6 tO 2D Date 06-29• PLAN WI1Ti0UT THE EXPRESSED WRITTEN CONSENT • ~ - SIGN leaned OF DP ENGINEERING, INC. ' - TREE ~ _ I = CONCRETE FILLED GUARD POST ORAPFIC SCALE 1~ y tO' Sheet Number t- c~ e SITE PLAN S~1gMITTAL _ 1 L - - 0 m~ W W U ~ 4 i ~K 00 - _ _ _ _ _ - - _ _ _ _ w _L - ~ _ ~W -zi V r> I V ~ ~ _.L____._ ~;_,r.~~ ~ I Z C Q ~ r Z O ~T r~ i i___ i ' r~°W O Q u o O ¢ v i ~ ~ ~m - - _ _ _ _ _ - L I r, rnAS~na~_ . ~ ~--'--A--•-' ~ 1 . -r i z d' 0 l N Z ~ O U~ i l a u . _ N .~._i i 1 _ - - - - - - - - _ - . _ - _ _ T _ I~ PREFINISrIE i r f i w A VINt1M r m, c T i - - ~ ~ _ _ - i i e 1_~~ ~ ,t L L ~ l ~ _.l. ~ ~ i ~ I _I_ ~ _s.~a1 i ~ I ~ I M~ nr~~h Eaa~~ r 1 1' L F ~ rAV-c; ^E.E A~w~E s .a. I ~ ~_mi. ~L ~ e~ ~E ~ ~ r~ I ~_m I ~ ~ 1 ~ ~.Ti ~ _1~~~ _,_~.ai ~ ~ I ~i _ ! I i i i MASCIiRY I ~ _ i ~ r.. _ u_..v 1 - - - 1 i ,ANc ~ ear I I ti~ ' ' I1 ~ 'a -~-j---~-.._~ i E ~N ~ 1 ~ ' ~ i i c I ~ I _ ___l__~ ~ _ TR00 ~ICKE~ l _ - I II r ~ ~'JRI L 1 ~ _v-,-L.._., ~ 1._... y~~ lid. a~, y i I ~ ,t/ 1 _ I Y ~ N i. I ~ ~'~EE_~1NR_ _ EU tM~PArN'LC ._.1 _.._I L i 1~ j ? I 'F ,,l III ~rE~cuarz^Ka~Ahr,nauow~'i.nP G ,U , ~ ~ I I ~ ~ - ~ ~ I I"- ~ _ ~ _ A~~EV~AV~~ ~ 4 ~ I~ i - I ~ ' -1- - I v r 70 , 4 O O ~ JW 1. A gyp.--- ~ r__.- ~ , O t~II ~i I , -r ` ' O o - U) ~ ~ ~ i I _i_ ~ ~ ~ ~ O ~ I _ _ E c - ~ 0 1: o m o a N E r o o 0 q~;IMINUM lMNf10U1. N'' ~ fy ~ cu 0 1 NORTHWEST ELEVATION • PHASE 1 (NOTES AND MATERIALS TYPICAL FOR ALL ELEVATIONS) i C) 0 c 0 U NN . - ~ v A2.1 ~ ~4' 1 O N .r~, I _ - I k'Y Ix - - I - - - - - - - - - ~ I ~ ~ ~ - ~ fA ~ I 3 a ~ f ~ ' i Q ~ ~ I - ' i ~ i I A4A.. ~h{Y c i ~ N~. - - - _ i ~ ~ f i ---r k L. _ ~b i' i ' i__ f y i I M{uLNKY~ - - _ - _ _ - - - I 1 I 3 ~ 2ai"~ i 1 ~ i I I \.J vJ _ i _ ' .T ~ ~ i_i-~-~- _~n__ ' J 3 i , ~ r c a__~nr sAU~ a _ _ _ ~ A ,rN`rA. - Z Lll I - - _ - - - - - - - - - I I z r a' ~ I ~ - Q w _I I I I - - - - r ~ ~ ; Z w Q LLJ _ Z ~ 31 ` _ ~z C ~ NASA Jry ' f z F- F- o - _ ~ i i - - - ~ -r- ~ 'T ~ 0 O ~Z- c w t t C_n {n O w - _ ~ i ~ T n ~ _d,. L n. ~ - _ I ~ ro n T ~ ~ ~ ~ Real Ye(~ow Pa es ~ Q z - - - ~Z 0 _ _ _ S~ L= ' _,.---t 3 Lam. ~~n _ _ ~ Y/ ' ' _ .....ww...~.~. - - ~.1 r _ ' ~ ( I it rrnwv~ k _ _ ~ _ _ _ - - dam' ~ - - - - 1-- a U) - O W - - i I I I r I~ i p 1 1 1 1 I I 1~ . x. 't ` ~ ll. A.o~ 6ANQL - A„I tI PhNI i T J,_ i i _ I ~ T~ ~ ` y, AL i. w(~ ' I I 1 ~ I ri 7 _ _ - wi J^. i i U I„7 ~ ~ 7 ~ 1 i. ~ ur l _ _ ' ~ I ` ~ ~ __w a ~ r ~ i ~ I F~ i _ ..L. d. ~ _ T - ~ _ \ I T.GI. A E\l FAND I T I ( n ,ti f' h. I I I ~ 1_ _ ~ i w d _ 'I _ _ r i 1. s- - - - ~ t ~T , t ~ t i, I I.. E I. - - 1 r~:l, 4~n ~ j - = 7 i 7 - ~ ! i_'.`T. °-g_ T ~ v ~ w'~~P i L~. I~ Z NORTH ELEVATION • PHASE 1 3 WEST ELEVATION • PHASE 1 ~ 2~ A2.1 ~ X4'-1°~ A2.1 ~ ~,4'-i~' 03K1J ' PR osrzs~z~ ~2. f a~ u wv~~. w 1 ~ j ~ - c~v sue. N w ~ U ~ o o m W N i - - - - - F~_c_=_J~ i a~,i i ac i LT z CL o o z v o o < ~ ❑ _ v:ra,. 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I _1 I _ _ ~ - - P.,~=NY FALL L O r Z s F U D u. ~ II I I J ~ _L.. ~ ~ _ 1 ~ ~ ~ s . a. ~ n I ~ . _ ~ Z ~ f ~ , - _ a , _ ~ ~ ~ - - - - - ~ m , Q ~ ~ _ ~ , ~ PAIA E~GL~~~~AL ,.!;fir-r- - ~ _ _ - ~ - ~~__r_ _ _ r _I.._ i FEARING I - ~ ' _..I I i I..._ .FL `FL `Ai;E 'sly. ~ ~ _ - f _ . i i I - ~ ~ Mai ' - i _ , _ _ ' i I ~ I ~ - ~ I C- - ~ - _ ~J _1__ _ _ r n.~E~ur ANA I ~I i i i „E l = i j i FACO'NG _ _ I -I - i ~ r:. I r ~ - _ - - ~ Elm, ~,~i, r i--, I I~ I i I - D 2 03K' PF 2 SOUTH ELEVATION ~ PHASE 2 osi2s, 2,2 S(YdE. 1/4'1-0' _ A2 s m w N w c~ ~ u c z~~; ~ - V ~ Of wL, N L Z ~ - C ~ c ~J ~ O O N w F u " i W 40 ~ ~ "o Q ;wk.. x Z O ~ o O Q F ~u ~ O rzz O O Q U r N I v ft3 ~ C ~ F _T c z O U z D U m U N N w V u ~ N w i I C i~~ [tn ti r 5~2FFN~..NG O O - - - - - - - - - - - - - - - - - - - - - - - - - C~ .rF ~ N 3i i ~ N N ~ - U C ~ ~ ~ U LL i C ~ v ~a LL J O i6 ~ O Y ~ N ~ ~ - ~ v- ~ O ~ - _ T-~- ~ _ _ _ _ J_NF JNRY { ~ N O - - i _ ~ ~ E ~ v O o a _ E r O O O i ~ ~ m m ~ - _ r~~ I . 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Y; /['MEfA~ IF: N _ ' N' ~ WALL W A A 4";MU WAiL 8 a;1~WAtL C "~kR M1:-AN,. GF T iEM°iKA'Y ZX4 WAIL WALL TYPES SCALE: 1" = 1'-0' ~I;? Nr enl~rs~ c~ 5 :L[Enlnl; C 0 ~ ~ ~ N ~-~y - - ~ N WzItL - C '{j C ~ ~ "iJ u' ^L ~ Ili" ~ ~ ~ S - . 6~° a'te' ~ Ira° ~ au"' Q~ ~6 O N ~ ~ N O ~ ~ c 0 ~ o MECH. ~ zo~- I ala° ~ ~ Q N ~N N 106 ~ ~ ~ ~ ~ 102 5F ~ OCC I i e, oI II Fo F~ ~ ~s m II ° STORAGE (FUTURE III II v- m_-___"____-_ LOCKER) III 4 Rc~~cn w FUruee I'„ M____________I I PI.UM6ING 107 I ~ 0 ~ III h 494 5F I ' ~ µ r 1 0l II OCG I lu--------- I In I IV II L16 • - I III II \ w------------I III II W..-----------I II ~I W_ I I 2~ i5 Ip.2 2 m h _ `3 a, m----- t JAN m i III S aQ 3„ LI..___ 105 ~ III f~ of v ~ 15 SP v/ s. WOMEN t 103 97 5F COACt1E5 OFFICE uP a 108 a o- ° c 353 5F I ~ ~ OCC 3 ,Z -1 ~ 10 ~ MEN a~ ~ M 23 2 5F 104 s• ~ ~ ~ < 1-- s' 96 5F F,. a ~ ~ o ~a° ~ ~ Z - - ~ O c a ~ - HALL e ~ ~ J IOC - i a 31r" ~ { 0 Z rn ~ 57 5E TIC 5 UNIFORM ~ , O . I02 STORAGE _ _ _ _ S FF=F=F=F=F}}=}}}}3}}}3=~ ~ O G r~8 ~C ° 245E 109 I 1 I I I I I I I I I I .2„ I I I I I I I I i I I I 40 5F I I I I I I I I i I ~ I I l i l l l l l i l l l l UP OGC I I I I I I i l l l l _ I I I I I I I I I I I I I I I I I I I I I i l l l l l A2. I r, I I I I I I I i I I 1 1 I I l l l l l l i l l l l~ l ~ F" I I I I I I I I I I i l .E _E E_~_3 _3 _3_3'_3 _3 _3_~_J_J=_ 2 _ _ 58'-_ ~ I I I ~ IAt I AI J VAf 03K PI • PHASE 1 FLOOR PLAN SCALE: 114" = i'-0" O81Z9 A3 CITY SUEMITTAL 6-29-Q9 NOT FOR CONSTRUCTION i I m~ W 7 tti. Z~F _V/7 cryL U F- _ U w oo ~ I S x ~ gA i (~F pqI ~ ~ la _ _ Q ~U < a F A VJ/1i - V _ ~ ~ a .n ~ not ti ^.n; ~ ~ ~ o Q V Ah F- z /1 ~nz~ i ~x.:w _~n~ ~ . , o 1r ~1 j v Z ~nzr .l axes, ~ ria,:x, ~ v . _ ~-a~ ~rv:e :N_ ti, tr_ n.. _v_ Y~~ ~~a~r~t_ ~~n.K - ~~~r'x Fn ~ ~ V N i, ~ a x xXx F .r ~~~r~ v r~ i, ven~_.z~:v- I I. i MESA.. ^/1 _'.V(~ I V i q WAS ~ B - :M WA. G ,h T , v _~~k~ ~x~ WA_. I W LL TYPE A S v a ,gUNr;q~ SCALE. i.=r-o'. ~ f JF FLEt4:HER5 V 'A V::. W'.'' F _~A. C ~tr~ rv,:',U° 0 C 0 N N ~ ~ N N N ~ U ro N C 'U 'II G- c E v C O 0 O i-.~ N ~ ktMl V' A\ : kEl" MF A kq N ; - ~ 4- O O Y N CO L ~j ~ O ~ w E c o ~ o O N O 4 E C L O i O O j ~ O. ,N 1; 6: . .f ~ N N 0 C c < ~ ~ ~ NtUrE ~tiF.'a-i~.t2 o r u ill ~ j N y ~i ~-na;,n~ _fA N; laz ~ ~ N, ~ _ 2 S` y - ~ ; ~ , h = I ~..i i a. III e. Y o CESSIONS ~ Q 0 i'' ~ ~ ~ 47 5E - ~ ~ O 0U) Q o ~ I bo I I Z W f~, - -Q W_ ~u~r , , ,wr, iI ~ m ~ Z W W o Q U) m a d ~ PP.ESS BOX`" Z ~ - ~ C~ Z 0 0 u- C8 0 u- _ a5 5F ~ U O ~ v = z U 0 y-z ° srAi ~ ~ ~ ~ 7~ ~ A, era ry~- _ ~ Z ~ Y Cn C/ 0 48 SF " - ` ~ _ - - ~ ~ oU ~z ©Y N oU Q F, ~ ~ ~c f= Lf) o T iA~ z ~ ~AU ~ VAR VARIES ' D3K1 I' 03K1J I ~~A~~~, ,~aN...~ - PF ~ PHASE 2 SECOND FLOOR PLAN _ - i_ PR SCALE: 114" = T-0" ~ 06129/ 06/29/2009 i A3 CITY SUBMITTAL -2~-Q9 NOT `OR CONSTRUCTION ~ A3.2B