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HomeMy WebLinkAboutSTREETSCAPE PROJECT/WILLIAM STREET/2013PLANNING • DESIC RDG PROJECT NUMBER: 2010.459.02 DATE: JUNE 03, 2013 DRAWING INDEX: GENERAL G0.00 COVER SHEET G0.01 SITE SURVEY G0.02 STAGING & TRAFFIC CONTROL CIVIL ENGINEERING C3.0 PLAN AND PROFILE SHEET STA: 0+00-3+00 C3.1 PLAN AND PROFILE SHEET STA: 3+00- END C4.0 UTILITY PLAN & PROFILE C4.1 UTILITY PLAN & PROFILE C5.0 POLLUTION PREVENTION PLAN LANDSCAPE ARCHITECTURAL 1-1.01 SITE PREPARATION PLAN L3.01 STREETSCAPE LAYOUT PLAN L4.01 STREETSCAPE PLANTING PLAN L5.01 STREETSCAPE DETAILS L5.02 STREETSCAPE DETAILS ELECTRICAL / LIGHTING ES.01 ELECTRICAL SITE PLAN E1.01 ELECTRICAL SCHEDULES & DETAILS LANDSCAPE ARCHRECTURAL hereby undly Nal he poMm of 01, W m*A s W mbeon dearnbm bek�r was papered by me a unde my w4nT eupervaM ak mpomde Legs. . I an a d.Ay reydwetl aysert ween Ne less e da pealdba. Pages a sheet mored by MIS .9. LANDSCAPEAACHiECTURAL, is foodabma. OF SID DOCUMENTS OWNER CITY OF IOWA CITY 410 EAST WASHINGTON ST. IOWA CITY. IA 52240 SITE MAP CIVIL ENGINEER I hereby barely lel Oft engNBerilre doolenMI was Pr p[ by mea under my dInsct personal supeneon and Nal lam a duly licensed Professional Eigineer under the Ian of Me State of loam. My liceme mnerel dse E Deveoea31, 2013 PAUL V. ANDERSON, P.E. MReg.A 123M r Deal Payds a sheat orrered by Ntl eel C Sheet PAUL ANDERSON 72384 NORTH [a ELECTRICAL Ihereby oardy" ea engineering document was prepared by me, or under my (Mark Personal soman asks and Met I am a duy Nanxd Pidossunal EnOw under the him of ea Sake of Iowa. Myltrerso renewal dale is December 11, 3013 Mee O. Chembsrs. PE IM—.% No. 18243 Day Paas a sheet orered by mus el ELECTRICAL. as bed almc MICHAEL DAVID CHAMBERS 162°..2 CITY OF IOWA CITY 2013 WILLIAM STREET STREETSCAPE PROJECT WILLIAM STREET & MUSCATIVE AVE, IOWA CITY, IA SURVEY I hereby dandy Ilial Nie angirmenng ducumerd was prepared by me a under my direct pasonU sup inhoon and Na I am a ouy licensed Professional Engineer under the laws of the Sae of ora. My gmnso renewed date a Dawnow 31.2113 PAUL V. ANDERSON, Pi. KRg.8123B4 Dae Pages x sheen mverea oy ails seal: (30.01 CSketl PAUL {ANDERSON 12384 Q 2013 RDG Planning & Design RDG Planning & `n Grand Avenue Des Moines, Iowa 50309 Phone 515-288-3141 Fax 515-288-8631 www.rdgusa.com RDG IA Inc. COVER SHEET An Architecture, Landscape Architecture, Engineering, Interior Design and Planning Corporation Chicago, IL Coralville, IA Des Moines, WeowwigM Fort Myers, FL, Kansas City, MO Omaha, NE GO.00 LF SITE Memory Pew MumM'. 1@ Take W efke C�lt� 11 llW 2atf:%JC sem Mueostil Ave re MuaraBne Ave ne en K~ • Sbou �N necaan ¢ CC �CPKelolurmrtY q e � lnwnuesl In �y e rownweer Inane MtO.ane 6 N 0 St a Fee Cbme 8 Probe. _ p RenWYeOoha Y M Cnsucn wr Aw.vee $ we we �. * A I � aaao :wo � zTra :arid moo Rayne Aw ,S, Wayne Aw Wayne Ave yE yy D g gH NW Y e A m N 52 ur baWerd ® 44 SR Braaad D, ?eOn Cx�cx M ason Rraitcres Dr 'A'itlC16 G'r`"r BradloM Dr xn..dw Sau.0 qw xBav A. ,a f rh mi EaFN neva C'e, g PennwwA Le3Glnt M' $ur.n� leym R N U lepee�Pnrk C.werY `a CIVIL ENGINEER I hereby barely lel Oft engNBerilre doolenMI was Pr p[ by mea under my dInsct personal supeneon and Nal lam a duly licensed Professional Eigineer under the Ian of Me State of loam. My liceme mnerel dse E Deveoea31, 2013 PAUL V. ANDERSON, P.E. MReg.A 123M r Deal Payds a sheat orrered by Ntl eel C Sheet PAUL ANDERSON 72384 NORTH [a ELECTRICAL Ihereby oardy" ea engineering document was prepared by me, or under my (Mark Personal soman asks and Met I am a duy Nanxd Pidossunal EnOw under the him of ea Sake of Iowa. Myltrerso renewal dale is December 11, 3013 Mee O. Chembsrs. PE IM—.% No. 18243 Day Paas a sheet orered by mus el ELECTRICAL. as bed almc MICHAEL DAVID CHAMBERS 162°..2 CITY OF IOWA CITY 2013 WILLIAM STREET STREETSCAPE PROJECT WILLIAM STREET & MUSCATIVE AVE, IOWA CITY, IA SURVEY I hereby dandy Ilial Nie angirmenng ducumerd was prepared by me a under my direct pasonU sup inhoon and Na I am a ouy licensed Professional Engineer under the laws of the Sae of ora. My gmnso renewed date a Dawnow 31.2113 PAUL V. ANDERSON, Pi. KRg.8123B4 Dae Pages x sheen mverea oy ails seal: (30.01 CSketl PAUL {ANDERSON 12384 Q 2013 RDG Planning & Design RDG Planning & Design 301 Grand Avenue Des Moines, Iowa 50309 Phone 515-288-3141 Fax 515-288-8631 www.rdgusa.com RDG IA Inc. COVER SHEET An Architecture, Landscape Architecture, Engineering, Interior Design and Planning Corporation Chicago, IL Coralville, IA Des Moines, IA Fort Myers, FL, Kansas City, MO Omaha, NE GO.00 000 E PJ c 0 A 1 SITE SURVEY 1" = 20' 5 I 6 I 1 / i i I � 1 mom I mo E ?tON--7i6----- �7i�iNT I rn� n n WI—If W \ �s— pJ II W m hh _ _.. all if yl / 1 / A CO -11- 0m, r —fin 1W 2_ I all ZW II I I I � I W�LLpWW i F�m� NOI I r I f�90=m O� I I If -714, 714 a z o / ¢ I N If N o Apl I ILL \ I I I U ° LL— —713— 6.7 A — —e— A{y I {g I mover? 11 I V V 0 aw 0HE It --OHE �,2� �W rzzp z z N A 0 O - W W W _______________ ____________ _ ______ ----------------------- c/) Obo QZ rJ� W co NI,WI I VJ^Z_y r1 \ n =mmB I I LL'�4Dm 11 W W IF Q Nr j n wW Erx �"<-L _.I/ ov // < I �� I _mz-0 of H4 r� �o o 2 3 Y \ i Q ----------- qtz — — _ — _. _ _ _ r m n \ J 11, ►:. c 0 U) W U O C) M Vol //-W LL v �U)^ W Lu I..L U) F— W W Dof �� V ) _Q J w W Z CDZ W Lu d JM c � =U, CD�NN �0`O NIh III J K m 0 1° In C3 N r LLJ LLJ J_ z t50< FC w 0 0 Q STANDARD LEGEND AND NOTES - PROPERTY &/or BOUNDARY LINES - CONGRESSIONAL SECTION LINES — - - - — - - - — - RIGHT-OF-WAY LINES — - - - — - - - — - EXISTING RIGHT-OF-WAY LINES - CENTER LINES Lf7 - EXISTING CENTER LINES Q - LOT LINES, INTERNAL - - - LOT LINES, PLATTED OR BY DEED ----------- PROPOSED EASEMENT LINES I- - EXISTING EASEMENT LINES U - BENCHMARK (R) - RECORDED DIMENSIONS 22-1 - CURVE SEGMENT NUMBER -EXIST- -PROP- - POWER POLE $ - POWER POLE W/DROP # - POWER POLE W/TRANS cn - POWER POLE W/LIGHT CD =0: - GUY POLE x N � - LIGHT POLE ® OO - SANITARY MANHOLE Q Z - FIRE HYDRANT gyp° - WATER VALVE ® ® - DRAINAGE MANHOLE fiw ❑ - CURB INLET x x x-- - FENCE UNE ( ( - EXISTING SANITARY SEWER (( (( - PROPOSED SANITARY SEWER Lu - EXISTING STORM SEWER 1* :< - PROPOSED STORM SEWER wE WE - WATER LINES DHE - ELECTRICAL LINES T T - TELEPHONE LINES —G -- —G-- GAS LINES ------ ---- - - - --- CONTOUR LINES ( INTERVAL) - PROPOSED GROUND -- - - - - ---- - - - - -- EXISTING GROUND - EXISTING TREE LINE - EXISTING DECIDUOUS TREE do SHRUB - EXISTING EVERGREEN TREES k SHRUBS THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES LOCATION OF ALL PROPOSED FACILITIES SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE APPROVAL OF THIS DOCUMENT. 11, ►:. c 0 U) W U O C) M Vol //-W LL v �U)^ W Lu I..L U) F— W W Dof �� V ) _Q J w W Z CDZ W Lu d JM c � =U, CD�NN �0`O NIh III J K m 0 1° In C3 N r LLJ LLJ J_ z t50< FC w 0 0 Q KEY PLAN REV DATE DESCRIPTION ISSUED: 06103/13 PROJECT NO: 2010A59.02 © 1013 RDG Planning & Design 716E OOtl1615wVE8p1 Pxfs�arw0u k SPCCfICV1rPF11E PMIICIP.1T10N0FRMPInnk,&0W n. PFPR0011MN15PPCHI51IEp, SITE SURVEY G0.01 N N Lf7 Q I- U Q O 1- cn CD z w N � U I - CD w Q Q Z Lr _ ciF- O Q U LL- < O Q Lu I-- o U KEY PLAN REV DATE DESCRIPTION ISSUED: 06103/13 PROJECT NO: 2010A59.02 © 1013 RDG Planning & Design 716E OOtl1615wVE8p1 Pxfs�arw0u k SPCCfICV1rPF11E PMIICIP.1T10N0FRMPInnk,&0W n. PFPR0011MN15PPCHI51IEp, SITE SURVEY G0.01 m11 011 F.Im11 W Q 0 z 0 U III cn 1 2 3 4 5 R11-4 60"X30" ( ROAD CLOSED TO O THRU TRAFFIC ROAD OO ,� O WORK arir AHEAD W20-1 48"X48" O NE LAN ROAD HEA W20-4 48"X48" PHASE I CONSTRUCTION NOTES: PHASE II CONSTRUCTION NOTES: REMOVAL AND CONSTRUCTION OF STREET AND ® ROADNWORK REMOVAL AND CONSTRUCTION OF STREET, DRIVES G20 -2A AND SIDEWALKS ON WEST HALF OF WILLIAM STREET SIDEWALKS ON EAST HALF OF WILLIAM STREET. SOUTHBOUND ONLY ONE-WAY TRAFFIC ON WEST SIDE 48" x 24• SOUTH OF CENTERLINE OF EXIT DRIVE FROM CREDIT UNION DRIVE-THRU LANES. SOUTHBOUND ONLY OF WILLIAM STREET. OO aDosED (D ONE-WAY TRAFFIC ON EAST SIDE OF WILLIAM STREET. F ST H ST ST J ST I- cn NO PHASE I WAY NORTH NOT TO SCALE A \ it L-) I\ /_l Ll I L/ I\ IJ v I. I v R11-2 48"X30" MUSCATINE AVE F ST Q H ST ST J ST PHASE III CONSTRUCTION NOTES: REMOVAL AND CONSTRUCTION OF STREET, DRIVES AND SIDEWALKS ON WEST HALF OF WILLIAM STREET NORTH OF CENTERLINE OF EXIT DRIVE FROM CREDIT UNION DRIVE-THRU LANES. SOUTHBOUND ONLY ONE-WAY TRAFFIC ON EAST SIDE OF WILLIAM STREET PHASE II AND PHASE III 171 NORTH NOT TO SCALE MUSCATINE AVE g L 4 TOWN CREST LN I � • 42" CHANN8JZM O T O WN C R E S T DR ' 20A SPACING > Q 6 2 1 7 WAYN E AVE 3 � 4 Q � W (1� >J = B D > P_ 0 Fr FT7--j Q BRADFORD DRIVE 1 1 2 3 4 I 5 6 WE U) I— Z W U O 0 0 In Lij Q U H W W H U) f— Cn J J U Q 0 z': � �N wzmN woo - J_ N Z�(7Q Q m mi m O cn H ST ST J ST PHASE III CONSTRUCTION NOTES: REMOVAL AND CONSTRUCTION OF STREET, DRIVES AND SIDEWALKS ON WEST HALF OF WILLIAM STREET NORTH OF CENTERLINE OF EXIT DRIVE FROM CREDIT UNION DRIVE-THRU LANES. SOUTHBOUND ONLY ONE-WAY TRAFFIC ON EAST SIDE OF WILLIAM STREET PHASE II AND PHASE III 171 NORTH NOT TO SCALE MUSCATINE AVE g L 4 TOWN CREST LN I � • 42" CHANN8JZM O T O WN C R E S T DR ' 20A SPACING > Q 6 2 1 7 WAYN E AVE 3 � 4 Q � W (1� >J = B D > P_ 0 Fr FT7--j Q BRADFORD DRIVE 1 1 2 3 4 I 5 6 WE U) I— Z W U O 0 0 In Lij Q U H W W H U) f— Cn J J U Q 0 z': � �N wzmN woo - J_ N Z�(7Q Q m mi m KEY PI AN REV DATE DESCRIPTION ISSUED: O03113 PROJECT NO: 2010A59.02 © 2013 RDG Planning & Design �Ko MHAVEKE PWMEDFw umscce YFCR> PRMCT. TxEYWWT&RA FMI MOilEAPA0 MO xo1HEALCGPd15WIMdRTIEE1WF8b Y.Po11FHAPP hAmD MMFAilOtl OffBGPaPi &D0 PEPNCWC 6PROHWM STAGING AND TRAFFIC CONTROL PLAN G0.02 O N N F- U O U) F_ N H F—U N U W < < Z Lr co cj O < U < O < LTi O U KEY PI AN REV DATE DESCRIPTION ISSUED: O03113 PROJECT NO: 2010A59.02 © 2013 RDG Planning & Design �Ko MHAVEKE PWMEDFw umscce YFCR> PRMCT. TxEYWWT&RA FMI MOilEAPA0 MO xo1HEALCGPd15WIMdRTIEE1WF8b Y.Po11FHAPP hAmD MMFAilOtl OffBGPaPi &D0 PEPNCWC 6PROHWM STAGING AND TRAFFIC CONTROL PLAN G0.02 ■© ID IC I� A 1 I 2 I 3 4 I 5 I 6 715 710 N n n 0+00 I 0+50 2 / I I / —T T T T T T 9 M9 M9 M9 M9 M9 M9 \x gyp&• .. .�% m I \I D / — O ;/wILLIAMS Sof 1 I G G G /---G G G G G \I G G 1 1 1 1 1 1- REFTW �7 ADJUST SANITARY M RIM TO s MATCH PROPOSED PAVING \ — — — — — — — — — — — — — — — — — — — — — — — — — — —715— ti x0^�,0 NOTE: REMOVAL OF EXISTING SIGNS AND PLACEMENT OF NEW SIGNS, (STOP, NO PARKING, ADA), WILL BE BY THE CITY OF IOWA CITY. CONTRACTOR SHALL COORDINATE THESE ITEMS WITH OWNER'S REPRESENTATIVE. GRAPHIC SCALE 0 0 5 10 20 4 ( IN FEET ) 1 inch = 10 ft. Q D EI __—— — — — — —— � I I I 1 1 GRADING LEGEND �000.005W = SIDEWALK _000.00TC = TOP CURB OOi O.00TS = TOP SLAB 6�' G 1 x•`ry O�A� .4 D ).Nlz —G / T— D O TYPICAL STREET SECTION TYPICAL STREET SECTION N.T.S. N.T.S. RIGHT OF WAY WIDTH VARIES ` RIGHT OF WAY WIDTH VARIES 1/2 ROW SLOPE 1/2" Q 18' PARKING 1/2 PAVEMENT 6" INTEGRAL PER FOOT I ` \ PVA ELEV = 711.07 1/2 PAVEMENT I 7"P.C.CH I2% STRAIGHT I I WIDTH 16" INTEGRAL CURB PAVEMENT CROWN —� I 7 P.C.C. 2% STRAIGHT 7 P.C.C. 13" •.•.•.•:. ...........I PAVEMENT CROWN PAVEMENT C/) , :. Is 12 13"0. . . ..;a; '..: •r:. �','..... &, •, �,..�• O :..•.•:::..........•.:... ;;12... .. ........ .... .. ... •..•.•.•... ......... : •.:•. 1-- ~ �CV 6" GRANULAR SUBBASE 24 PAVEMENT WIDTH = 25 'B.C.-B.C. 100.00' VC o 24" a (GRADATION 12) " Z Q': 6" GRANULAR SUBBASE PAVEMENT WIDTH = 25 'B.C.-B.C. _ (GRADATION 12) Q; AT GUTTER 4" LONGITUDINAL SUBDRAIN (PERFORATED) 4" LONGITUDINAL Q I}-' POR BACKFILL 10 U SUBDRAIN (PERFORATED) Q (GRADATION 29) POROUSBACKFILL WILLIAMS STREET 29)OROUS J_ F-- O WILLIAMS STREET L U r NOTE: REMOVAL OF EXISTING SIGNS AND PLACEMENT OF NEW SIGNS, (STOP, NO PARKING, ADA), WILL BE BY THE CITY OF IOWA CITY. CONTRACTOR SHALL COORDINATE THESE ITEMS WITH OWNER'S REPRESENTATIVE. GRAPHIC SCALE 0 0 5 10 20 4 ( IN FEET ) 1 inch = 10 ft. Q D EI __—— — — — — —— � I I I 1 1 GRADING LEGEND �000.005W = SIDEWALK _000.00TC = TOP CURB OOi O.00TS = TOP SLAB 6�' G 1 x•`ry O�A� .4 D ).Nlz —G / T— D 1+00 3 1+50 2+00 2+50 3+00 4 I 5 I 6 CI BI no • �z l7 • 0 z z z u ii U Q w Q U U m O � m L) o U cQ yvm A C C p09-mYffim��:Nh 4 R &ni L J Y& V i d' w Lu Z w Q U 0m� Lu �oc za _a��MyMy JKt7Oin :(& z� -tE L m, J_ Z O O g N �UvOi V:n >��3d. u m m - m O �t CV ` L0 PVI STA = 2+14.47 Q ` \ PVA ELEV = 711.07 U Q A.D. = 2.36 C/) CD z K = 42.38 O N 1-- ~ �CV Lu 100.00' VC o W Q Q Z Lr _ PROPOSED TOP OF SLA3 AT GUTTER O Q I}-' Zu W U Q O OR Lu J_ F-- O L U r W + m0 oz —, W w ODCD X + W — — O = F Q N m N O — — — ` V W n OO O M1N O nn to 00 O MN n 0140 to �.- CD �m N co to nN N t0 tG� �0 4Iq - M2rn nn fVN �� ;z -p OQ Op n'n nn n^ n� ren Ian I`n I`n E`er 1+00 3 1+50 2+00 2+50 3+00 4 I 5 I 6 CI BI no • �z l7 • 0 z z z u ii U Q w Q U U m O � m L) o U cQ yvm A C C p09-mYffim��:Nh 4 R &ni L J Y& V i d' w Lu Z w Q U 0m� Lu �oc za _a��MyMy JKt7Oin :(& z� -tE L m, J_ Z O O g N �UvOi V:n >��3d. u m m - m KEY ('1 AN REV 617E DESCRIMON ISSUED: 08103113 PRWECTNO', 2110.459.02 © 2013 RDG Planning & Design n�oao&rtxisxnn�aRranvEoernocums.cnreurrat� PROJEc1.1nEYPAExor SL1TPBIFroR U&EONoI�ERPR0EC90R iNomERLMA71MSWimMlKExPRE53NRIrB1/FP MKMD MnC IPAMN OF RIG Pirn y & Dept PFPR WJCIM)N N PRq I IBRE9, PAVING PLAN & PROFILE STA: 0+00 - 3+00 C3.0 O �t CV CN L0 Q U Q O C/) CD z O N 1-- ~ �CV Lu U o W Q Q Z Lr _ O Q I}-' U Q O Q Lu J_ F-- O L U r KEY ('1 AN REV 617E DESCRIMON ISSUED: 08103113 PRWECTNO', 2110.459.02 © 2013 RDG Planning & Design n�oao&rtxisxnn�aRranvEoernocums.cnreurrat� PROJEc1.1nEYPAExor SL1TPBIFroR U&EONoI�ERPR0EC90R iNomERLMA71MSWimMlKExPRE53NRIrB1/FP MKMD MnC IPAMN OF RIG Pirn y & Dept PFPR WJCIM)N N PRq I IBRE9, PAVING PLAN & PROFILE STA: 0+00 - 3+00 C3.0 1© I� IC B A 2 3 4 GRAPHIC SCALE I 10 0 5 10 20 40 O IN FEET) = s gT� jQg 1 inch SO ft. �o^xI >lXs4 = O,OO�x �s>TC 2>------------_� -� 9 orb------- 1 --w --------- -- - -- ---- - -- -- - -- - -- O 0 ° . ov �� 4 - OyOti'U 5 4 gip_'': Np 4 w i OMS M M9 O M9 m - -----02 - - --- _._ _ —. a ry O� 4' 4 p ° 4 4 ^Oryq�. p 69 �G h oi6 C� O 4 .4. 'L ry ts h0.6/L 4 k x 0 p1 p �•O^•l ,yX O� O :p RK^� .D bx0@'4 Rp°�F' a Ooi• 4' . . p ° 4p W'4 o 4 WCL BAMS STREET ° . pR g >/ xp >/ xJ 4 �� x2 p > xy. ip. J .p > x> > xe o� p .. >p XS JO xb, 4 gX .4. Og6Jt, p92S O S9 Is s > •s � •c -- 4 \ R p r -- G _ G _ G— �T" �' T T T— y&5 �oo .. 715 710 705 .2.187x1. . 60 gm ------------- / I ' i • Y ♦, I I I I I I I I i I I I I 1 4+00 4+50 5+00 1 1 2 I 3 \ M �O�G. \ 4 • v X LOW POINT ELEV = 709.41 \ bxOy�G Q 1 ` ` LOW POINT STA = 4+78.98 F- \ 0 Q PVI STA = 4+84.55 c O PVI ELEV = 709.34 715 710 705 .2.187x1. . 60 gm ------------- / I ' i • Y ♦, I I I I I I I I i I I I I 1 I —o — — tX ADJUST SANITARY MH RIM TO Q MATCH PROPOSED PAVING 0 —r o 4 4 ♦ J D < \ o m ' \m \ T / 0 I i I \ I . S I m I \ . I I I� —r— I I I 4+00 4+50 5+00 1 1 2 I 3 I 4 I 5 M �O�G. 4 • v X LOW POINT ELEV = 709.41 bxOy�G Q 1 ` ` LOW POINT STA = 4+78.98 F- 0 Q PVI STA = 4+84.55 c O PVI ELEV = 709.34 oC,Co 1 �' �� •\\• ]gTC'"3fg ,p O _ _ _ _ z o w LNn A.D. = 2.04 C7 3.64,%♦ ♦3.64% /s :. : ' :. _ Q � ; . )N?X JxS, \g A OSx62 xOp XOS Q ~ g .y9 .99 S/c 99 - - 30.00' VC p O A9/p,' 0gss>pO ��V Q >_ Lu J 3: F Y N to I —o — — tX ADJUST SANITARY MH RIM TO Q MATCH PROPOSED PAVING 0 —r o 4 4 ♦ J D < \ o m ' \m \ T / 0 I i I \ I . S I m I \ . I I I� —r— I I I 3+00 3+50 4+00 4+50 5+00 1 1 2 I 3 I 4 I 5 N N LOW POINT ELEV = 709.41 Q LOW POINT STA = 4+78.98 F- 0 Q PVI STA = 4+84.55 O PVI ELEV = 709.34 G/) N z o w LNn A.D. = 2.04 C7 � Q R;: :E K - 14.72 O Q ~ U ILL 30.00' VC O J Q >_ Lu J 3: F n vLo N to a ° o Oo o + $ n - - _ _ _ _ PROPOSED TOP OF SLAB AT GUTTER n �j w _ _ W U U W > W -0.64% _ _ ----- ---------------- Ot m W m 0 r R H z V) X W U 0 ^ N TD O .t W N Ol r Co _ _ p� p Q � l on O Oo Oi OO pi 0(m 00Q n OO nr ^ F o ^ 3+00 3+50 4+00 4+50 5+00 1 1 2 I 3 I 4 I 5 I . , , , , , , / / / I I I I X* 0 0 i GRADING LEGEND OOO.00SW = SIDEWALK _OOO.00TC = TOP CURB 00� O'OOTS = TOP SLAB NOTE: PAVING SUB—CONTRACTOR SHALL CONSTRUCT PCC SUB—SLAB AND PCC COLLAR AT CROSSWALK LOCATION PER DETAIL E1, SHEET L5.02. PROVIDE BT JOINTS BETWEEN CROSSWALK AND TYPICAL PAVING. PROVIDE 6" GRANULAR BASE CONTINUOUS UNDER CROSSWALK. EI CI no Z W U 0 M �M W ^w U F_ LU w F— F— J J F— U Q 0 KEY PLAN REV DATE DESCRIPTION LSUED: 06ID3113 I PROJECT 0 2010.459.02 © 2013 RDG Planning & Design nESEDDcuExrsluvE eE� P�rNme/wo um srtavurwRTlt PROJECT, THUWROTSUFASIEEOR LRECN OTHER PFO MOR INOIHERWTIONSWIT OOTPE RPRESSWRIi1ENAPPROAAND PARIICPATION'OFRO R"&DmV REPROOUCTQ NPROHWED. PAVING PLAN & PROFILE STA: 3+00 - END C3.1 N N Lo Q F- 0 Q O G/) N z o w LNn U C7 � Q R;: :E O Q ~ U ILL Q O J Q >_ Lu J 3: F p KEY PLAN REV DATE DESCRIPTION LSUED: 06ID3113 I PROJECT 0 2010.459.02 © 2013 RDG Planning & Design nESEDDcuExrsluvE eE� P�rNme/wo um srtavurwRTlt PROJECT, THUWROTSUFASIEEOR LRECN OTHER PFO MOR INOIHERWTIONSWIT OOTPE RPRESSWRIi1ENAPPROAAND PARIICPATION'OFRO R"&DmV REPROOUCTQ NPROHWED. PAVING PLAN & PROFILE STA: 3+00 - END C3.1 IE ID IB A STA: 0+15.07 16.56L INSTALL DEAD END FI HYDRANT ASSEMBLY T T -T T M9 M9 STA: 0+17.6413.97L INSTALL 6" GATE VALVE T T -G G G G G G G G 0 LTMI M 11 ► I► • 1) CITY OF IOWA CITY DESIGN AND CONSTRUCTION STANDARDS AND PROCEDURES SHALL PREVAIL. 2) 6" AND 8" DIAMETER WATER MAINS SHALL BE CLASS 52 DIP SHALL BE USED, UNLES: NOTED OTHERWISE ON THE PLANS. 3) WATER MAINS WITHIN STREET RIGHT OF WAYS SHALL BE BACKFILLED WITH CLASS A CRUSHED STONE CONFORMING TO I.D.O.T. STANDARD SPECIFICATION 4120.04 WITH 1" MAXIMUM AGGREGATE SIZE. COMPACT TO 90% MODIFIED PROCTOR DENSITY. 4) CONTRACTOR NEEDS TO SUBMIT A LIST OF WATER MAIN MATERIALS TO BE USED ON PROJECT TO PROJECT ENGINEER BEFORE CONSTRUCTION STARTS. 5) PIPE JOINT GASKETS SHALL BE NITRILE RUBBER GASKETS. 6) ALL DUCTILE -IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 MIL POLYETHYLENE ENCASEMENT PER THE SPECIFICATIONS. 7) PROVIDE AND INSTALL TRACER WIRE AND TRACER WIRE TERMINAL BOXES FOR ALL NEW WATER MAIN. 8) ALL WATER MAIN FITTINGS SHALL BE RESTRAINED JOINT WITH BOTH MEGALUGS AND THRUST BLOCKS. 9) PRIOR TO CONNECTING NEW WATER SERVICES AND SHUTTING DOWN EXISTING WATER MAINS, WATER MAINS ARE TO BE COMPLETED AND HAVE PASSED DISINFECTION AND PRESSURE TESTS. 10) CONTRACTOR IS REQUIRED TO PROVIDE MINIMUM 48-HOUR ADVANCE NOTICE TO OWNER'S REPRESENTATIVE AND AFFECTED PROPERTY OWNER PRIOR TO SLITTING OFF WATER SERVICE. THE FOLLOWING MINIMUM CLEARANCES MUST BE MAINTAINED: 11) WATER MAIN SHALL BE LOCATED 10 FEET HORIZONTALLY DISTANT FROM ALL SANITARY SEWER AND STORM SEWER. 12) WATER MAIN SHALL NOT PASS THROUGH NOR CONTACT A SEWER OR A SEWER MANHOLE. A MINIMUM HORIZONTAL SEPARATION OF 3 FEET SHALL BE MAINTAINED. 13) VERTICAL SEPARATION OF WATER MAINS CROSSING OVER ANY SANITARY SEWER SHOULD BE A MINIMUM OF 18 -INCHES, MEASURED OUTSIDE TO OUTSIDE FROM THE CLOSEST EDGE OF EACH PIPE. IF PHYSICAL CONDITIONS PROHIBIT THIS SEPARATION, THE WATER MAIN SHALL NOT BE PLACED CLOSER THAN 6 -INCHES ABOVE A SEWER OR 18 -INCHES BELOW A SEWER. THE SEPARATION DISTANCE SHALL BE THE MAXIMUM FEASIBLE IN ALL CASES. 14) WHERE THE WATER MAIN CROSSES SEWER, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER. THE WATER AND SEWER PIPES MUST BE ADEQUATELY SUPPORTED AND HAVE WATER TIGHT JOINTS. A LOW PERMEABILITY SOIL SHALL BE USED FOR BACKFILL MATERIAL WITHIN 10 -FEET OF THE POINT OF CROSSING. 15) NOMINAL DEPTH OF WATER MAIN = 5.5 FEET TO TOP OF PIPE. Bid MAX. BACKFILL CRUSHED STONE 0 D/2 ......................... I I. II II � IIf�II � D/4 + T UNDISTURBED SOIL (4" MIN.) CLASS "B" BEDDING N.T.S. WHERE PUBLIC OR PRIVATE UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THOSE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THAT THERE MAY BE OTHER FACILITIES IN THE CONSTRUCTION AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION, AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WALL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. i 3 I 4 I 5 I 6 GRAPHIC SCALE 10 0 5 10 20 40 Z ( IN FEET ) _ 1 inch = 10 ft. INSTALL 1 1/2" WATER STOP & CONNECT TO --- -- EXISTING INSTALL TYPICAL -- — -- CLEANOUT PER DETAIL „ / THIS SHEET o Q T T T T T T T T M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 0+61.43 13.92L INSTALL 6 CAP INSTALL N PERFORATED DD DRAIN LINE 1 1- INSTALL 1 1/2" WATER SERVICE o T- 0 CA WIL'IAMS STREFT STA: 1+55.0018.15Rct INSTALL DEAD END fu EXTENSION) FIRE 1 HYDRANT ASSEMBLY 0� —G -vGG G G G G 1 INSTALL TYPICAL f INSTALL 79 LF 4"0 1 CLEANOUT PER DETAIL PERFORATED DRAIN LINE THIS SHEET 1 1 1 1 1 1 1 1 1 1 WJ 8W 8W 8W 8W BW 8W 8W 8W STA: 1+52.00 25.00R INSTALL 4"0 WATER SERVICE; STA: 1+35.00 25.00R INSTALL 8" GATE VALVE INSTALL 4" GATE VALVE INSTALL 8" CAP WITH VALVE BOX AND CONNECT TO EXISTING W co N jGINSTALL 270 LF 8"0 �/CLASSI 52 DIP WATER MAIN tG T A �-TT —T WATER SERVICE DETAIL N.T.S. ATTACH 12 GA. SOLID TRACER WIRE TO SERVICE LINE. USUALLY LOCATED TWO LOOPS AROUND CORPORATION, TWO LOOPS BETWEEN CURB AND AROUND TOP OF CURB BOX. USE EPDXY FILLED WIRE TYPICAL HYDRANT SIDEWALK NUT AND RUN WIRE INTO HOUSE 24 INCHES ABOVE FINISHED FLOOR. !lII-III-III-III_ HYDRANT DETAIL FOR FUTURE SUBDRAIN CONNECTION TO INTAKE DETAIL SUBDRAIN CLEANOUT DETAIL 3' RADICAL N.T.S. WATER MAIN EXTENSION N.T.S. N.T.S. CLEAR SPACE I-- N.T.S. ALVE BOX AND GATE VALVE III=III. ' • O HYDRANT _ 20' OF PIPE AFTERPROPOSED I -I I-Iii=I I -II -I I I- 1 -III -III- _ -III Ell' _III -1 VALVE FOR FUTURE O • I-1 I I=III-I GROUND SURFACE �" .•.•• " �''' •III • • r Lu -I I I (D EXTEND TRACER WIRE Lo CURB BOX ' (SEE PLANS) O Q Z MCDONALD #5601 (5') TO END OF PIPE _ I III—III—III_ Q Z MAIN TRENCH HOLDING SPOOL OR TYPICAL INTAKE OR #5603 (5') OR EQUAL ] IL L -III Q -III RODDED (MEGA UG) -III -I Lu —1 CORALVILLE ONLY: SWIVEL OR ANCHOR TEE, p ; U I\ 1 /\�\ USE TYLER SERIES 6650 OR TYLER APPROVED QUALOW E KEY PI AN \\ \\ \ BTRENCHACKFILL //�/ NON -PAVED AREAS GATE VALVES: CLOW F-6100 MUELLER 4 CLEANOUOTOA DREADED PLUG 24" PIECE OF o rno�\� / RESILIENT SEAT -A-2360-20 AMERICAN FLOW CONTROL 2" 0 STEEL PIPE FOR / %\ <w s � z \� McDONALD #6100 OR #61007 (AFC -500) KENNEDY 1571-X MUELLER H15425 MAGNETIC PIPE / a w //� #47018 MAIN AND ON ALL 1-1/2" AND 2" TAPS U.S. PIPE METRO SEAL 250 #5460 BLOCK COATED, DOUBLE STRAP BANDS /// 4" 0 A-2000 SOLID WALL LOCATOR \ \ NOTE: ALL MATERIAL TO BE OF U.S.A. MANUFACTURE WATER AS REQUIRED MAIN PIPE /\\ THRUST BLOCK \ \ ••�"'a•:I 23LD I / /// •,• ,•.•„ % \� a --CONCRETE THRUST 4" 0 A-2000 N �X4 '. •'• _ --THRUST BLOCK BLOCK PERFORATED //\ .. / / // < PIPE ING IPEANCHORING STANDARD HOLDING SPOOL OR 0 4" PERFORATED SUBDRAIN (POLYETHYLENE CORRUGATED TUBING).�ANCHOR IN NG (RESTRAINING ANDROTO RING' G (SWIVEL ADAPTOR) HYDRANTS: RODDED (MEGA LUG) 4-1/2" FOR 12"0 MAINS OR O 8" CMP 24" LONG. 4" 0 A-2000 45' BEND / NOTE: REQUESTED SPOOL) (SWIVEL TEE PREFERRED) SMALLER 5-1/4" FOR i6"17 CONTACT LOCAL AUTHORITY FOR BLOCK MAINS OR LARGER KENNEDY O PERFORATED SUBDRAIN FITS INTO CMP MINIMUM 12" IF GROUT IS USED. SPACING OF HYDRANT BEHIND CURB. 12" x 12" x 4" CONCRETE PAD GUARDIAN K-81 MUELLER SUPER AT CONTRACTOR'S OPTION, USE REDUCING COUPLER OR GROUT. USE 3 FEET BEHIND CURB AND LOCAL PUMPER NOZZLE TOWARD CURB IN BACKFILL W/ GRAVEL TO 18" ABOVE BOTTOM OF HYDRANT STAND PIPE CENTURION 250 AMERICAN DARLING MK -73 FOR 4-1/2" OR ® REMOVABLE MESH CAP, 3/8" HARDWARE CLOTH. MOST CASES. EXTEND TRACER TO END OF PPE WIRE B84-8 FOR 5-1/4" CLOW F-2545 MEDAWON WATER SERVICE DETAIL N.T.S. ATTACH 12 GA. SOLID TRACER WIRE TO SERVICE LINE. USUALLY LOCATED TWO LOOPS AROUND CORPORATION, TWO LOOPS BETWEEN CURB AND AROUND TOP OF CURB BOX. USE EPDXY FILLED WIRE SIDEWALK NUT AND RUN WIRE INTO HOUSE 24 INCHES ABOVE FINISHED FLOOR. !lII-III-III-III_ SIDEWALK N L0 Q STREET CURB I-- Q III=III. ' • O _ I -I I-Iii=I I -II -I I I- 1 -III -III- _ -III Ell' _III -1 H O • I-1 I I=III-I I I- I I I- �" .•.•• " �''' •III • • r Lu -I I I (D Lo CURB BOX ' —III_ Q Q Z MCDONALD #5601 (5') —III _ I III—III—III_ Q H OR #5603 (5') OR EQUAL III U -III Q -III O -III -I Lu —1 CORALVILLE ONLY: -III p U USE TYLER SERIES 6650 n -III=I1 KEY PI AN SCREW TYPE FOR NON -PAVED AREAS 1" SERVICE PIPE CURB BOX ROD TYPE K COPPER CURB STOP McDONALD #6100 OR #61007 MUELLER H15425 CORPORATION COCK McDONALD #4701 OR SERVICE SADDLE IS REQUIRED ON PVC #47018 MAIN AND ON ALL 1-1/2" AND 2" TAPS SMITH -GLAIR STAINLESS STEEL, EPDXY COATED, DOUBLE STRAP BANDS /// WATER DISTRIBUTION MAIN NOTE: ALL MATERIAL TO BE OF U.S.A. MANUFACTURE SPECIFICATION FOR DEAD END HYDRANTS N.T.S. THRUST BLOCK GATE VALVES: CLOW F-6100, KENNEDY 1571-X, MUELLER RESILIENT SEAT A-2360-20, AMERICAN FLOW CONTROL AFC -500, U.S. PIPE METRO PLUG SEAL 250 #5460 AS REQUIRED BLOCK SWIVEL OR ANCHOR TEE, CLOW OR TYLER APPROVED EQUAL WATER MAIN / HOLDING SPOOL J OR RODDED OR MEGA LUG THRUST BLOCK NOTE: TRACER WIRE AND BOX NOT SHOWN FOR CLARITY. TRACER BOX IS PLACED V FROM HYDRANT -THRUST BLOCK CEMENT BLOCKS FOR BLOCKING HYDRANTS: !L /2" for 12" DIA MAINS OR SMALLER. 55 1/4" FOR 16" DIA. MAINS OR LARGER. CLOW F-2545 MEDALLION, KENNEDY GUARDIAN - K-81, MUELLER SUPERCENTURION 250, AMERICAN DARLING MK -73 FOR 4 1/2" OR B84 -B FOR 5 1/4- 1 1 2 I 3 I 4 I 5 I 6 T -G -T D BI AI H REV I DATE I DESOMPIION I ISSUED: OM13 I PROIECTNO: 2010.459.02 © 2013 ROG Planning & Design n� 000�eirs lun Fel A�M916Y 10G u m svmnur Eai ilF PIgECt. TEV AIE IpT4RAYE wP u9: ox anon mo ccrs m Pi OMERI OF ftro1nA EYAIES% 0 6PROHIM. PAAIILIPAnONOFPOGPWmp6pesgn, PEATWJtIIpN SPgp18nE0. UTILITY PLAN C4.0 O N N L0 Q I-- Q O ;:I- H O Lu U (D Lo LTJ Q Q Z co O Q H U Q O Q Lu —1 J_ p U KEY PI AN REV I DATE I DESOMPIION I ISSUED: OM13 I PROIECTNO: 2010.459.02 © 2013 ROG Planning & Design n� 000�eirs lun Fel A�M916Y 10G u m svmnur Eai ilF PIgECt. TEV AIE IpT4RAYE wP u9: ox anon mo ccrs m Pi OMERI OF ftro1nA EYAIES% 0 6PROHIM. PAAIILIPAnONOFPOGPWmp6pesgn, PEATWJtIIpN SPgp18nE0. UTILITY PLAN C4.0 IE EXISTING CURB INTK STA: 2+30.85 12.50L PLUG OPENING NORTH FOR ABANDONED PIPE i 0 - 0 / o —M9 —M9 M9 M9 M9 o INSTALL 179 LF 4"0 PERFORATED DRAIN LINE( EMISTING SW -502 GRATE INTK STA: 3+51.99 12.5OR PROPOSED INTK #1 (SW -502 _ W/TYPE O DRIVEWAY GRATE PER SW -603) STA: 2+30.90 12.50R o INSTALL 116 LF 4"0 STA: 3+25.98 15.5OR Co PERFORATED DRAIN UNE INSTALL FIRE HYDRANT N \ W/AUX. GATE VALVE \ 0 3 1 4 1 5 GRAPHIC SCALE Z 10 0 5 10 20 40 O ( IN FEET ) 1 inch = 10 ft. REMOVE MANHOLE TOP AND RECONSTRUCT TO MATCH J INSTALL SW -545 INTAKE PROPOSED PAVING; FOLLOW INSTALL 4" WATER W/LO = 12' SW -402. STOP AND CONNECT TC = 710.24 I /TO EXISTING IE OUT = 706.58 I - - - - - - - - - - - - - - - - - - - — \- - - - _ - - - ._._..-._. _.. - _CONNECT TO EXISTING 12"0 RCP ' / IE = 706.52 r - INSTALL 39 LF 4"0 6 - 12' 0 RCP PERFORATED DRAIN LINE WILLIAMS STREET .\ 01.00% / o STA: 4+04.83 22.21R INSTALL 121 LF 4"0 STA: 4+64.99 16.00R REMOVE 90' BEND; REINSTALL PERFORATED DRAIN LINE —INSTALL 4"0 RELOCATED FIRE HYDRANT WATER SERVICE 0 8" GATE VALVE ON EXISTING EXISTING 24"0 RCP ASSEMBLY WATER MAIN NORTH; CONNECT NEW WATER MAIN SOUTH EXISTING SW -541 INTK -I 7 I � m� o II / m o C EXISTING 1 30"o RCP / I — _ j _ I — - �- - I _-- OI T T � T T T 7 T T —T --T- T T T -- -T ---I LIR _/GG G G G G G G G G G G G G G G T -_ TT T T T T T T7 T D —T T. T T T T T T T T T __ 8W W 8W BW 8 SW SW SW W 8W 8 -8W_____1E* o \ gW 8w EXISTING FIRE _ < -BW--BW BW eWL8W--8W 6 8W 8 Sw R=300' " T HYDRANT TO BE " \ - - _ DISCONNECTED AND ' =300' ' - - _ a N z , RELOCATED - N BUILDING SERVICES \ \ - - - _ _ \ NOT IN CONTRACT \ I m f - BUILDING SERVICES I I NOT IN CONTRACT71 j I O �I / 18"0 PRIVATE m — I STORM SEWER NOT IN CONTRACT MAINTAIN 18" MINIMUM CLEARANCE FORWATER BELOW -� \ - I 1 /r ISTING SEWER BYIDEFFLECCTINGXJOINTS INORM EACH \ / I DIRECTION O rpm \ I I I I I I I I I I O C B A 710 705 700 STORM SEWER CONSTRUCTION NOTES 1) CITY OF IOWA CITY DESIGN AND CONSTRUCTION STANDARDS AND PROCEDURES SHALL PREVAIL. ALL MANHOLE AND INTAKE CASTINGS SHALL HAVE THE CITY OF IOWA CITY LOGO. 2) ALL STORM SEWERS SHALL BE CLASS 3 RCP UNLESS NOTED OTHERWISE IN THE PLANS. 3) AT PLACES WHERE A FLARED END SECTION IS REQUIRED, PIPE LENGTH INCLUDES THE FLARED END. THE LAST TWO JOINTS ARE TO BE TIED WHERE FLARED END SECTIONS ARE REQUIRED. 4) ALL STORM SEWERS SHALL BE PROVIDED WTH CLASS "B" BEDDING, UNLESS NOTED OTHERWISE. 5) STORM SEWER TRENCHES SHADED ON THE PROFILE VIEW SHALL BE BACKFILLED WITH CRUSHED STONE AS SPECIFIED FOR GRANULAR TRENCH BACKFILL COMPACTED TO 95% STANDARD PROCTOR DENSITY. 6) GRANULAR TRENCH BACKFILL SHALL BE CRUSHED STONE CONFORMING TO I.D.O.T. STANDARD SPECIFICATION 4120.04 WITH 1" MAXIMUM AGGREGATE SIZE. COMPACT TO 95% STANDARD PROCTOR DENSITY. 7) THE ENTIRE DEPTH OF TRENCH FOR STORM SEWERS UNDER PUBLIC STREET PAVEMENT SHALL BE BACKFILLED WITH CLASS "A" CRUSHED STONE. 8) ALL STORM SEWERS SHALL HAVE CONFINED "O" RING GASKETS. STORM SEWERS 36" AND SMALLER SHALL HAVE BELL AND SPIGOT JOINTS. STORM SEWERS LARGER THAN 36" MAY HAVE TONGUE AND GROOVE JOINTS. NO MASTIC JOINTS ALLOWED. 9) ALL PIPE SHALL BE CERTIFIED. 10) ALL STORM INTAKES SHALL BE A MINIMUM OF 48 INCHES FROM TOP OF CURB/RIM TO SUBGRADE. IF INVERT ELEVATIONS ARE INSUFFICIENT TO PROVIDE THIS REQUIRED DEPTH, THE CONTRACTOR TO PROVIDE DEEPER STRUCTURE AND POUR CONCRETE FILLET IN INTAKE TO MAKE INTAKE PIPES DRAIN AT INVERT ELEVATIONS LISTED. 11) LIFT HOLES IN STORM SEWER WILL NOT BE ALLOWED. 12) PROVIDE CONCRETE FILLETS IN ALL NEW & EXISTING DRAINAGE STRUCTURES PER REFERENCED DETAILS. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION . THE CONTRACTOR SHALL AFFORD ACCESS TO THOSE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THAT THERE MAY BE OTHER FACILITIES IN THE CONSTRUCTION AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION, AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. NOTES: Bd MAX. - 1. PIPE SHALL BE PLACED ON CRUSHED STONE MATERIAL. 2. BELL HOLES SHALL BE HAND SHAPED SO THAT ONLY PIPE BARREL RECEIVESwz�x BACKFILL BEARING PRESSURE. HAND 3. PLACE BEDDING TO ENSURE THATPLACED THERE ARE NO VOIDS UNDER ORBACKFILL ALONGSIDE THE LENGTH OF PIPE. CRUSHED 4. BACK FILL SHALL BE HAND TAMPEDSTONE UP TO 12" ABOVE TOP OF PIPE. 5. SEE TABLE FOR ALLOWABLE TRENCH �a WIDTH Ed.D/2 ID Bd INCHES FEET & INCHES UNDISTURBED SOIL CLASS "B" BEDDING NTS 1 1 2 1 3 1 4 1 5 1 6 %m© DI CI F'.10 WE U) z W U 0 C) 0 m U Lu x w CLU N � o � � m H o U.=_a aM N `b U 266n ¢9aM w w z F- W L 0 1 o$ _ V' 2 N N o o '; y � Jd'm C]LnN Z � tr�w� N N ZJC7QN O LUO— JUt/IUN m 0 /\ I 1 I I I / \ I / � I I � L0 Q / F- II i U i Q O F- C B A 710 705 700 STORM SEWER CONSTRUCTION NOTES 1) CITY OF IOWA CITY DESIGN AND CONSTRUCTION STANDARDS AND PROCEDURES SHALL PREVAIL. ALL MANHOLE AND INTAKE CASTINGS SHALL HAVE THE CITY OF IOWA CITY LOGO. 2) ALL STORM SEWERS SHALL BE CLASS 3 RCP UNLESS NOTED OTHERWISE IN THE PLANS. 3) AT PLACES WHERE A FLARED END SECTION IS REQUIRED, PIPE LENGTH INCLUDES THE FLARED END. THE LAST TWO JOINTS ARE TO BE TIED WHERE FLARED END SECTIONS ARE REQUIRED. 4) ALL STORM SEWERS SHALL BE PROVIDED WTH CLASS "B" BEDDING, UNLESS NOTED OTHERWISE. 5) STORM SEWER TRENCHES SHADED ON THE PROFILE VIEW SHALL BE BACKFILLED WITH CRUSHED STONE AS SPECIFIED FOR GRANULAR TRENCH BACKFILL COMPACTED TO 95% STANDARD PROCTOR DENSITY. 6) GRANULAR TRENCH BACKFILL SHALL BE CRUSHED STONE CONFORMING TO I.D.O.T. STANDARD SPECIFICATION 4120.04 WITH 1" MAXIMUM AGGREGATE SIZE. COMPACT TO 95% STANDARD PROCTOR DENSITY. 7) THE ENTIRE DEPTH OF TRENCH FOR STORM SEWERS UNDER PUBLIC STREET PAVEMENT SHALL BE BACKFILLED WITH CLASS "A" CRUSHED STONE. 8) ALL STORM SEWERS SHALL HAVE CONFINED "O" RING GASKETS. STORM SEWERS 36" AND SMALLER SHALL HAVE BELL AND SPIGOT JOINTS. STORM SEWERS LARGER THAN 36" MAY HAVE TONGUE AND GROOVE JOINTS. NO MASTIC JOINTS ALLOWED. 9) ALL PIPE SHALL BE CERTIFIED. 10) ALL STORM INTAKES SHALL BE A MINIMUM OF 48 INCHES FROM TOP OF CURB/RIM TO SUBGRADE. IF INVERT ELEVATIONS ARE INSUFFICIENT TO PROVIDE THIS REQUIRED DEPTH, THE CONTRACTOR TO PROVIDE DEEPER STRUCTURE AND POUR CONCRETE FILLET IN INTAKE TO MAKE INTAKE PIPES DRAIN AT INVERT ELEVATIONS LISTED. 11) LIFT HOLES IN STORM SEWER WILL NOT BE ALLOWED. 12) PROVIDE CONCRETE FILLETS IN ALL NEW & EXISTING DRAINAGE STRUCTURES PER REFERENCED DETAILS. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION . THE CONTRACTOR SHALL AFFORD ACCESS TO THOSE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THAT THERE MAY BE OTHER FACILITIES IN THE CONSTRUCTION AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION, AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. NOTES: Bd MAX. - 1. PIPE SHALL BE PLACED ON CRUSHED STONE MATERIAL. 2. BELL HOLES SHALL BE HAND SHAPED SO THAT ONLY PIPE BARREL RECEIVESwz�x BACKFILL BEARING PRESSURE. HAND 3. PLACE BEDDING TO ENSURE THATPLACED THERE ARE NO VOIDS UNDER ORBACKFILL ALONGSIDE THE LENGTH OF PIPE. CRUSHED 4. BACK FILL SHALL BE HAND TAMPEDSTONE UP TO 12" ABOVE TOP OF PIPE. 5. SEE TABLE FOR ALLOWABLE TRENCH �a WIDTH Ed.D/2 ID Bd INCHES FEET & INCHES UNDISTURBED SOIL CLASS "B" BEDDING NTS 1 1 2 1 3 1 4 1 5 1 6 %m© DI CI F'.10 WE U) z W U 0 C) 0 m U Lu x w CLU N � o � � m H o U.=_a aM N `b U 266n ¢9aM w w z F- W L 0 1 o$ _ V' 2 N N o o '; y � Jd'm C]LnN Z � tr�w� N N ZJC7QN O LUO— JUt/IUN m 0 KEY PLAN REV DATE DESCRIPTION ISSUE: 08103113 PROJECT NO 2010.459.02 © 2013 RDG Planning & Design � 000�elrs luut.a P�rr®ar rmc x r<aPuriur rm>� RCAEfI TEYAfQN0L9RA9FNF LL40NORFA NiOECISIXI x OMFA lauilare mmwr nc Plwsss walna AaPRwu Axo PIXIICRAigN0if9G Pnig6Uyi :4TIPV6FWIIBIFO. UTILITY PLAN & PROFILE C4.1 O CV CV L0 Q F- U Q O F- N O LU Lo U C7 Lu Q Q Z cn O Q Q U O J Q >� W J 3: F— p S2 U KEY PLAN REV DATE DESCRIPTION ISSUE: 08103113 PROJECT NO 2010.459.02 © 2013 RDG Planning & Design � 000�elrs luut.a P�rr®ar rmc x r<aPuriur rm>� RCAEfI TEYAfQN0L9RA9FNF LL40NORFA NiOECISIXI x OMFA lauilare mmwr nc Plwsss walna AaPRwu Axo PIXIICRAigN0if9G Pnig6Uyi :4TIPV6FWIIBIFO. UTILITY PLAN & PROFILE C4.1 1 I 2 3 I 4 GRAPHIC SCALE \ (� 10 0 5 10 20 40 ZO 5 I 6 Er r — — — — — — . . — _ — — — _ _ ° TT \TQ` T T T T T T �g. Qp, .T. 'A p — ,pp ° °p ... a .\ °—' T .. .d ° pTp .ps p dppr, ' - dp♦,•. ••p)- —° 1p -)d' (a�gyp p�.._ . � p. -p rQ-r,j\/\, 'pdp.' r '' ° am .°. ----------- 4 p ___ ° 9 " M9 /MM9 , M9 M9 M9 M9M9 M9TM9d9 M 9 a / °'-' °L4p p 8• pppp. aM5 ' p a . o M9♦--a•A d)p--•--p/. M9 d -- N ---- tom . . - -.-.-7 o ?� °.p p ° d p ° p .pt d o oo a SILT FENCP ORd 4 FILTER SOrCK p ddp SILT FENCEWICLIAMSI STREET °. p p FlL9ER SOCK p° ■n■1�d d°p ° m3 pp)p �p ° pM9M9 . 1 \ G G ry1� G •• G G G G \ G G • p ■■� d p : d p / I. y o G ; G PR bL • CW ■ f �. °' p \�6� / p ° r__ T T T T T T ..TG TG— ■ . qy� \ 1 1 \\ a o . G 6 G G. 'N G G G. G G —_ _G --- IG G G G .'—�T_ 1 1 1 1( - 1 �♦ 1--�-1 1 1 1 1 \ 1 T T .T,p T d T T .T T •T T.. e .'T `� T 7 _--� E—) T TT T—d ppd 6 SW 8W8W8W8W 8W 8 g8W 8W SW 8W 8Wr8W 8W 8W: :BW: 8W 8W 8W '8W 8W 8W n ' ID IC A SILT FENCE DETAIL COMPACTED NATIVE 1. EROSION CONTROL LEGEND SOIL BACK FILL ■�•�������� SILT FENCE/FILTER SOCK • • • • • PERIMETER SILT FENCE IIII; STEEDL POST MAINTENANCE TEMPORARY ROCK CONSTRUCTION ENTRANCE/EXIT SA TEMPORARY SOIL STOCKPILE AREA fi•. 1* TEMPORARY PARKING AND STORAGE DIRECTION OF OVERLAND FLOW CONCRETE TRUCK/EQUIPMENT WASHOUT EE DUMPSTER FOR CONSTRUCTION WASTE PR PORTABLE RESTROOM (a RIP RAP OUTLET PROTECTION DL DOCUMENT LOCATION (PERMITS, SWPPP, INSPECTION FORMS, ETC.) 01 OTHER MEASURE: ® FILTER SOCK INLET PROTECTION 02 OTHER MEASURE: FILTER SOCK BEHIND CURB AT CURB RAMP 03 OTHER MEASURE: THE ABOVE LISTED ITEMS ARE SHOWN IN THEIR RECOMMENDED LOCATIONS. IF A CONTROL MEASURE IS ADDED OR MOVED TO A MORE SUITABLE LOCATION, INDICATE THE REVISION ON THIS SHEET. THE BLANKS LEFT FOR OTHER MEASURES SHOULD BE USED IF AN ITEM NOT SHOWN ABOVE IS IMPLEMENTED ON SITE, ADDITIONAL PRACTICES FOR EROSION PREVENTION AND SEDIMENT CONTROL CAN BE FOUND IN APPENDIX D OF THE SWPPP. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. 4. SILT FENCE DETAIL COMPACTED NATIVE 1. WOOOR SOIL BACK FILL PER LINEAL FOOT STEEL WITH A MINIMUM LENGTH OF 5 FEET. IIII; STEEDL POST MAINTENANCE TO THEM. FILTER FABRIC_ 2. SILT FENCE FABRIC SHALL CONFORM TO I.D.O.T. STANDARD FALL EVENT OF 0.5 INCHES OR MORE. DURING PERIODS OF UNDISTURBED OR �4" titin COMPACTED SOIL REPAIRS NEEDED TO MAINTAIN THE SILT FENCE'S EFFECTIVENESS COMPLETE. SHALL BE MADE IMMEDIATELY. 3. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE FENCE TO AVOID THE USE 2 SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME I I_I -I I I—j 11—I 1112"11 1 M I I- -1 A MINIMUM 6" OVERLAP, AND SECURELY SEALED. GRAPHIC SCALE I C I 10 0 5 10 20 40 I I O I ( IN FEET) 1 inch = 10 ft. \ I1 �M..iui.➢.i..iii■ui■iiu■ .i.➢.ii ii.uuuG..i.i i.Ti■i�u ..... ii ii. ■G .i..�i■➢i..i. i.ir♦ p p •■■��■�■■■.■■uuu.■■.■■■�+ ,r \ p----� -- ° —=7 —> —M9" _ p cE. d p .\ p d p' ° p p d d FILTER SOCK SILT FENCt R ° 4 ... ^,o/ p d 3p. .p °' WILLIAMS STREET °�. p p. � ° 'pdp. p' ■ w t _ _ _ _ — �. T NA T T T T T T T T 4 .PCD T T d T Y. ° T '� T __ --- _ -- // p' T' T T T T T T T p T ,'T• �: ' p 7 \ BW 8W SW BW --'_8W 8 A N. 8W p8W •8W A$W 8W p8 W 8W 8W ' 0' .\ /i mL� ° / p J° 3 4 9 0 m I I I I 0 FAM w U O 0 M M W U w I_- Q w a Q U U zo=g m U2 2 woo Q2' mON,A z� _F w Z m wF-vii ZJ(7¢ Z Z j �m woo - 0 ooo_ n fAr¢m 0i m INSTALLATION -III—III—III=TTFF___m TII4:'N 11-111- 1. POSTS SHALL BE EITHER 4" DIAMETER WOOD OR 1.33 POUNDS PER LINEAL FOOT STEEL WITH A MINIMUM LENGTH OF 5 FEET. STEEL POSTS SHALL HAVE PROJECTIONS FOR FASTENING WIRE MAINTENANCE TO THEM. 1. SILT FENCES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAIN - 2. SILT FENCE FABRIC SHALL CONFORM TO I.D.O.T. STANDARD FALL EVENT OF 0.5 INCHES OR MORE. DURING PERIODS OF SPECIFICATION SECTION 4196.01.A. SILT FENCING SHALL BE A PROLONGED RAIN INSPECTIONS SHALL BE AT LEAST DAILY. ANY MINIMUM OF 24" AND A MAXIMUM OF 36" HIGH WHEN REPAIRS NEEDED TO MAINTAIN THE SILT FENCE'S EFFECTIVENESS COMPLETE. SHALL BE MADE IMMEDIATELY. 3. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE FENCE TO AVOID THE USE 2 SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME OF JOINTS. WHEN JOINTS ARE NECESSARY, THE FILTER CLOTH INEFFECTIVE PRIOR TO STABILIZING THE UPSLOPE AREAS THE FABRIC SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH SHALL BE REPLACED PROMPTLY. A MINIMUM 6" OVERLAP, AND SECURELY SEALED. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. 4. POSTS SHALL BE SPACED A MAXIMUM OF 8 FEET APART THEY MUST BE REMOVED WHEN THE DEPOSITS REACH APPROXIMATELY AND DRIVEN SECURELY INTO THE GROUND ALONG THE FENCE ONE-HALF THE HEIGHT OF THE FENCE. SILTS REMOVED SHALL BE I.-: ALIGNMENT. POSTS SHALL BE DRIVEN INTO THE GROUND A PLACED IN A PROTECTED PLACE THAT WILL PREVENT THEIR ESCAPE MINIMUM OF 28". FROM THE CONSTRUCTION SITE. 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WIDE O w BY 12" DEEP ALONG THE UPSLOPE SIDE OF THE POSTS. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS � 0 NO LONGER NEEDED SHALL BE DRESSED TO CONFORM WITH THE EXISTING 6. FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE POSTS GRADE, PREPARED AND SEEDED. SUCH THAT THE FABRIC EXTENDS INTO THE TRENCH AS SHOWN ABOVE. THE FABRIC SHALL BE FASTENED A MINIMUM OF THREE 5. SILT FENCE SHALL REMAIN IN PLACE UNTIL IT IS NO LONGER NEEDED PLACES ON EACH POST. AS DIRECTED BY THE POLLUTION PREVENTION PLAN. GENERALLY SILT 7. THE TRENCH SHALL BE BACK FILLED WITH EXCAVATED MATERIAL FENCES SHALL REMAIN UNTIL THE UPSLOPE AREAS ARE STABILIZED AND THOROUGHLY COMPACTED. WITH AN ESTABLISHED GRASS COVER AS A MINIMUM. GRAPHIC SCALE I C I 10 0 5 10 20 40 I I O I ( IN FEET) 1 inch = 10 ft. \ I1 �M..iui.➢.i..iii■ui■iiu■ .i.➢.ii ii.uuuG..i.i i.Ti■i�u ..... ii ii. ■G .i..�i■➢i..i. i.ir♦ p p •■■��■�■■■.■■uuu.■■.■■■�+ ,r \ p----� -- ° —=7 —> —M9" _ p cE. d p .\ p d p' ° p p d d FILTER SOCK SILT FENCt R ° 4 ... ^,o/ p d 3p. .p °' WILLIAMS STREET °�. p p. � ° 'pdp. p' ■ w t _ _ _ _ — �. T NA T T T T T T T T 4 .PCD T T d T Y. ° T '� T __ --- _ -- // p' T' T T T T T T T p T ,'T• �: ' p 7 \ BW 8W SW BW --'_8W 8 A N. 8W p8W •8W A$W 8W p8 W 8W 8W ' 0' .\ /i mL� ° / p J° 3 4 9 0 m I I I I 0 FAM w U O 0 M M W U w I_- Q w a Q U U zo=g m U2 2 woo Q2' mON,A z� _F w Z m wF-vii ZJ(7¢ Z Z j �m woo - 0 ooo_ n fAr¢m 0i m KEY KEY PUN REV DATE DESCRIPTION mm 060&13 I PRWECTNO. 2010.459.02 © 2013 RDG Planning & Design n�SEASLAFA'RPAVEStN PAFPNIEGBYgpGx4s GPC61GLLYf0Al1E PPoACCf TxErxararsurAxEraausEwolIFR PRpEtBOR x omEn �aunoxs wman � EXPI✓E44 xaTTa: Awvm'K AE41 P/APlWA1pNOFPo1GP•riN60xp �W4CfgNG%pl.11®. POLLUTION PREVENTION PLAN C5.0 0 N N Lo H U O I.-: U) O w N _ U � 0 LN — G F— U Q O J_ p O U ';4 - KEY KEY PUN REV DATE DESCRIPTION mm 060&13 I PRWECTNO. 2010.459.02 © 2013 RDG Planning & Design n�SEASLAFA'RPAVEStN PAFPNIEGBYgpGx4s GPC61GLLYf0Al1E PPoACCf TxErxararsurAxEraausEwolIFR PRpEtBOR x omEn �aunoxs wman � EXPI✓E44 xaTTa: Awvm'K AE41 P/APlWA1pNOFPo1GP•riN60xp �W4CfgNG%pl.11®. POLLUTION PREVENTION PLAN C5.0 E A C 0 A 1 -1 2 I 716 r� SITE PREPERATION PLAN SOUTH 1"=10' CALL BEFORE YOU DIG ONE J(j CALL TOLLFREE 1-800-292-8989 SCALE: 1" =10' 0 10, 20' 30' NORTH 3 4 GENERAL NOTES 1. THE TOPOGRAPHIC AND BOUNDARY SURVEY USED AS THE BASIS FOR THIS DRAWING WAS PREPARED BY (SEE SHEET G0.01): MMS CONSULTANTS, INC. 1917 SOUTH GILBERT ST. IOWA CITY, IA 52240 319-351-8585 2. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED IN THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. 3. ALL WORK SHALL COMPLY WITH ANY APPLICABLE CITY, COUNTY, STATE, AND FEDERAL CODES, ORDINANCES, REGULATIONS, AND RULES. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS TO COMPLETE THE WORK UNLESS OTHERWISE INDICATED. 5. PRIOR TO ANY EXCAVATION, OR OTHER WORK AT THE SITE, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER, ARCHITECT, LANDSCAPE ARCHITECT, AND/OR CIVIL ENGINEER AND, CONSULT WITH OWNER'S PERSONNEL ALL UTILITY COMPANY REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. 6. FOR UNDERGROUND UTILITY LOCATES CALL IOWA ONE -CALL AT 1-800-292-8989,48 HOUR NOTICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERGROUND LOCATES NOT COVERED BY THE IOWA ONE -CALL SYSTEM. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON DAMAGE TO ANY UTILITY LINE, OR APPURTENANCE, OR INTERRUPTION OF THEIR SERVICE. IF DAMAGE TO UTILITIES AND/OR UTILITY STRUCTURES OCCURS DUE TO FAILURE TO COMPLY WITH THIS PROVISION, THE DAMAGED UTILITY SHALL BE REPAIRED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER OF THE UTILITY. 7. FIELD VERIFY ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES, CONDUITS, POLES, TREES, PAVING, BUILDINGS, AND OTHER SITE FEATURES TO REMAIN PRIOR TO DEMOLITION ACTIVITIES OR OTHER CONSTRUCTION ACTIVITIES. IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES BEFORE COMMENCING WITH THE INTENDED WORK. 8. ALL SOIL AND OTHER DEBRIS SPILLED OR TRACKED ONTO THE PUBLIC R.O.W. OR ADJACENT PROPERTIES SHALL BE CLEANED -UP BY THE CONTRACTOR AT THE END OF EACH WORK DAY. 9. ALL CONSTRUCTION FENCING AND ANY EROSION CONTROL REQUIRED BY THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE INSTALLED PRIOR TO ANY ACTIVITY ON THE SITE. 10. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL FOR ALL WORK WITHIN STREET RIGHTS OF WAY. TRAFFIC CONTROL SHALL CONSIST OF BARRICADES, SIGNAGE, AND LIGHTS AS NECESSARY TO PROTECT VEHICLE AND PEDESTRIAN TRAFFIC IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CURRENT EDITION. 11. ALL EXISTING STREET AND TRAFFIC CONTROL SIGNS THAT ARE IN CONFLICT WITH CONSTRUCTION SHALL BE REMOVED AND RESET BY THE CONTRACTOR. CITY SHALL DIRECT RESETTING OF SIGNS. CONTRACTOR SHALL PROVIDE NECESSARY SIGNS, BARRICADES, LIGHTS, AND FLAGMEN TO INSURE THE SAFE FLOW OF VEHICULAR AND PEDESTRIAN TRAFFIC. 5 1 6 KEYED NOTES: PREPARATION PLAN REMOVED ITEMS TO BE LEGALLY DISPOSED OR RECYCLED OFF SITE. COORDINATE STORAGE & DELIVERY OF SALVAGED ITEMS WITH OWNER. 0 DO NOT DISTURB; PROTECT FROM DAMAGE 9 REMOVE LIGHT POLE & FOOTING; SALVAGE LIGHT POLE DE -ACTIVATE CIRCUIT AT PANEL OEXISTING TREE TO REMAIN; PROTECT FROM CONSTRUCTION OPERATIONS WITHIN DRIP LINE. OCITY TO REMOVE AND SALVAGE EXISTING SIGN AND POST. CONTRACTOR TO COORDINATE WITH CITY. OABANDON EXISTING UTILITY VAULT IN PLACE. REMOVE STEEL PLATE TOP AND WALLS TO 2' BELOW PROPOSED GRADE. FILL REMAINING VAULT WITH GRANULAR FILL COMPACTED TO 95% SPD. FILL TO ROUGH GRADE WITH SUITABLE ON SITE SOIL. OUTILITY FIXTURE TO REMAIN. ADJUST FIXTURE TO FINISHED GRADE O7 EXISTING RETAINING WALL TO REMAIN. PROTECT FROM DAMAGE. OREMOVE EXISTING CURB AND GUTTER. EXTENTS TO BE VERIFIED WITH NEW CONSTRUCTION. OCONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROLS, PER TRAFFIC CONTROL PLAN, PER MUTCD PLAN. STOP SIGN SHALL BE OREPLACED, 10 REMOVE AND DISPOSE DEBRIS AND SOD FROM ADJACENT CONSTRUCTION SITE WITHIN CONTRACT LIMIT LINE. REMOVE 24" DIA. RCP PIPE. REMOVE ADJACENT PAVEMENT / SIDEWALK TO NEAREST JOINT LINE. REMOVE EXISTING MANHOLE. REMOVE EXISTING STORM INTAKE. EI I]I 15 FILL 24" DIA. RCP PIPE WITH FLOWABLE GROUT. ABANDON IN PLACE. 16 REMOVE MANHOLE TOP TO TOP OF PIPES. FILL REMAINDER WITH FLOWABLE GROUT. LEGEND: PREPARATION PLAN 17 FILL 18" DIA. RCP PIPE WITH FLOWABLE GROUT. ABANDON IN PLACE. REMOVE EXISTING PAVEMENT, CURB, 18 REMOVE 12" DIA. RCP PIPE. AND GUTTER; REMOVE TO NEAREST PAVEMENT JOINT; LEGALLY DISPOSE 19 FILL 8" WATER MAIN WITH FLOWABLE GROUT. ABANDON IN PLACE. OF OFF SITE. REMOVE EXISTING LANDSCAPING; GRUB 20 REMOVE AND REUSE 8" GATE VALVE. SEE SHEET C4.1 STUMPS; REMOVE STONE MULCH; REMOVE AND REUSE FIRE HYDRANT AND AUXILIARY VALVE. SEE LEGALLY DISPOSE OF OFF SITE. 21 SHEET C4.1. INSTALL 6" CAP WITH THRUST BLOCK AT 6" BRANCH EXISTING TREE TO BE REMOVED. OF TEE. GRUB STUMPS AND LEGALLY O EXISTING STORM INTAKE, REMOVED BY OTHERS. RECYCLE OFF SITE. 23 EXISTING 24" STORM SEWER, REMOVED BY OTHERS. 24GPROTECT EXISTING INTAKE STRUCTURE. PATCH HOLE IN NORTH C MATCHLINE WALL WITH CONCRETE. m m = m m CONTRACT LIMIT LINE SITE PREPERATION PLAN V=10' 1 tA 4 5 f 0 U) W G U 0 0 MC) W W n U U) F -- W W U) W /W LL ooI 75 Q J J �1 J W W Z c) Z W a _U L) 'I O Lu od� LL o <� = a J N N U ti Z N _F W Z m W q v� Z J C ¢ Z Z W O o U y ¢ M 0 KEY PLAN REV DATE DESCRIPTION ISSUED'. 06103113 PROJECT NO: 2010.459.02 © 2013 RDG Planning & Design PRNECT. TRet AFExOi SINfABIEFdt115E0NO1NERP�ECIS OR INOTREFEOL.ITNNSWIIINY.RBIEEIPRL45NItlRENMN1 &ANO PARTOIPATIONOFROORem N&D.kl W ISPRp IBITED. SITE PREPERATION PLAN L1.01 O N N Ln Q U Q O z O N � U H �` W W Q Q Z � � 2 cj H O CQ U LLO _Q Lu J O O U - KEY PLAN REV DATE DESCRIPTION ISSUED'. 06103113 PROJECT NO: 2010.459.02 © 2013 RDG Planning & Design PRNECT. TRet AFExOi SINfABIEFdt115E0NO1NERP�ECIS OR INOTREFEOL.ITNNSWIIINY.RBIEEIPRL45NItlRENMN1 &ANO PARTOIPATIONOFROORem N&D.kl W ISPRp IBITED. SITE PREPERATION PLAN L1.01 E D C u 0 TYP. BENCH, SEE 136/1-5.01 TYP. BIKE RACK, SEE DETAIL D1 / L5.01 181-0^ B1 r>a ....... / 'PED. RAMP TYPE 1, SEE C1/1-5.01 I� ' BUS STOP SIGN. COORDINATE NO PARKING SIGN. COORDINATE W/ OWNER'S REPRESENTATIVE W/ OWNER'S REPRESENTATIVE ' PED. LIGHT, SEE (ELEC. SHEETS O 0 z REPLACE P.C.C. WALK TO NEAREST JOINT. A EJ EJ DETECTABLE WARNING PAVER, SEE C315.01 ai r ---ZT m Jm m D I w �I I I SITE LAYOUT PLAN SOUTH 1"=10' NORTHWEST PAVER LAYOUT 3/16" = V-0" 0,56 -1, COLOR 2 PAVER °1,COLOR 1 PAVER ,SEE -TS NORTHEAST PAVER LAYOUT 3/16" =1'-0" 0156 SEE TS OR2 OR1 5 GENERAL NOTES 1. THE BOUNDARY SURVEY (SEE SHEET G0.01) USED FOR THE BASIS OF THIS DRAWING WAS PREPARED BY: MMS CONSULTANTS 1917 SOUTH GILBERT ST. IOWA CITY, IOWA 52240 PHONE: 319-351-8282 2. ALL WORK SHALL COMPLY WITH ANY APPLICABLE CITY, COUNTY, STATE, AND FEDERAL CODES, ORDINANCES, REGULATIONS, AND RULES. 3. VERIFY COORDINATES PRIOR TO CONSTRUCTION. 4. ALL DIMENSIONS ARE FROM BACK OF CURB TO BACK OF CURB, EDGE OF PAVEMENTS, PROPERTY LINES, OR FACE OF FOUNDATION WALLS, UNLESS OTHERWISE NOTED. NOTED ON THE PLAN IF THE DIMENSION IS TO A BUILDING GRIDLINE. 5. THE CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY TRAFFIC SIGNS AND/OR BARRICADES DURING CONSTRUCTION IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AS AMENDED AND ACCEPTED BY THE LOCAL CONTROLLING AUTHORITY. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO PUBLIC WORKS/ENGINEERING PRIOR TO COMMENCING ANY WORK WITHIN THE CITY R.O.W. 6. THE PAVING CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE WHEN CONCRETE FORMWORK IS COMPLETE PRIOR TO CONCRETE POUR, FOR REVIEW AND APPROVAL. NO COMPENSATION FOR REMOVAL AND REPLACEMENT OF INSTALLED PAVEMENT, DUE TO UNAPPROVED LAYOUT WILL BE ALLOWED RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. PRIOR TO PAVEMENT JOINTING, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR A PRE -JOINTING CONSTRUCTION MEETING.NOTIFY OWNER'S REPRESENTATIVE A MINIMUM OF FIVE (5) DAYS IN ADVANCE FOR REVIEW. 7. CONTRACTOR REQUIRED TO ESTABLISH PERMANENT PROPERTY CORNER. SUBMIT LOCATIONS, TYP. 8. SEE CIVIL SHEETS FOR ROADWAY AND CURB. TYP. SIDEWALK PAVER TYP. TRASH RECEPTACLE, SEE D6/L .01 LAYOUT, SEE D3/L5.01 TAPER EDGE OF PC.C. WALK TO ALIGN EDGE OF PC.C. WALK M I TYP. RECT. SIDEWALK PAVER TYP. RECT. EWALK PAVER ADJACENT WALK. FIELD VERIFY. ADJACENT WALK. FIELD VERIFY. LAYOUT, SEE D4/L5.02 LAY T, SEE D4/L5.02 3'-5" DETECTABLE WARNING PAVER, DETECTABLE WARNING PAVER, P.A. P.A. SEE C3/L5.01 P A PA. SEE C3/L5.01 P,A, 71rm7k, P.A.EJ PA -__--EJ----- o 0 EJ - - - - -° EJ - - - - - ° DETECTABLE WARNING - - - - - LAWN LAWN ° LAWN D5 P.A. LAWN PAVER, SEE C3/L5.01 LAWN ® 4�p LAWN " P.A. DETECTABLE J D5 A ` DETECTABLE WARNING PAVER, PA. oWARNING '' 1-5.01 r SEEC3/L5.01 1-5.01 TYP, PAVER, SEE I (33/1-5.01 � 93 `c 4 W01 NO PARI(•NG SIGN. COORDINATEp PED. LIGHT, SEE ELEC. PLANSL501 p WIOWNER'S REPRESENTATIVE LEGEND: UNIT PAVERS COLOR 1 UNIT PAVERS COLOR 2 P.C.C. WALK ° a a P.C.C. PAVEMENT MATCHLINE m m m CONTRACT LIMIT LINE P.A. PLANTING AREA EJ EXPANSION JOINT i I I ' I I I ' I DETECTABLE WARNING PAVERS, MI I , I P.A. SEE C315.01 P.A. 11 < E ° ^ I C D LAWN i ' I LAWN DETECTABLE WARNING PAVERS, D5 n SEE C311-5.01 1-5.01 pAl - �STREET LIGHT, SEE ELEC. SHEETS D3 J m1-3.01 NP' Q u STORM INLET, SEE CIVIL SHEETS '� m ' m NO PARKING SIGN. COORDINATE SEE DETAIL (31/1_5.02 FOR NW/ OWNER'S REPRESENTATIVE p 4 CROSSWALK DETAILS ' a e o WILLIAM STREET Q g p ° O ° o p , STOP SIGN. COORDINATE Q I o p Q4 p W/OWNER'S REPRESENTATIVE ' r STREET LIGHT, SKELEC. PLANS - n a P.A. 6 4 ADA SIG .COORDINATE ADA SIGN. COORDINATE �� ADA SIGN. COORDINATE L3.01 W/OWNER'S REPRESEi T 'JIVE p W/ NER'S REPRES NTATIVE r P.A. b, W/ON�JER'S R PRESENTATIVE r\ P.A. TYP. SIDEWALK PAgR Q i J TRASH > LAYOUT, SEE D31L5.0 18'-6 P A P. WALK PAV R p RECEPTACLE Q t ° E, -PED. P TYPE 1 LAYO SEE D31L5.02 � b ° P�D RAMPE 1 10'-0' SE C11L5.01 SEE D61L5.01 °° B2 I SEE C1/1-5.01 I ° I 132 pEDI LIGHT, SEE ELEC. LEETS BENCH, SEE B61LS 01 I I 1 66 I P.A. ALIGN °° °, i ° 1-5.01 TYP - I - I 4 °TYR I p 1-5.01 'TYP. 4 PED. RAMP TYPE 2 b �� o p I I° o o ° �. SEE C215.01 o I I ° 1 m 81 RACKS N CaNC, ° - ® ° I I v ^ ° F,° ° m ° SE L5.01 l 3 ° m ° m 4 4 o ° D °. ° e P.A. BY OTHERS I I ° P.A. BY OTHERS - I E2 E2 E1 E2 1-5.01 L5.01 5 01 TYP. 1-5.01 ALIGN PAVER SQUARE WITH ALIGN PAVER SQUARE WITH ALIGN PAVER SQUARE WIT ALIGN PAVER SQUARE WITH ALIGN PAVER SQUARE WITH ALIGN PAVER SQUARE CENTERLINE OF BUILDING FACE CENTERLINE OF BUILDING FACE CENTERLINE OF BUILDING FAC CENTERLINE OF BUILDING FACE " CENTERLINE OF BUILDING FACE WITH CENTERLINE BUILDING FACE I 1] SITE LAYOUT PLAN 1"=10' FUTURE MEDICAL OFFICE BUILDING 1 12 I 3 4 m X T- SCALE: 1" =10' 0 10' 20' 30' 5 6 E D CI um F.11 • • OZ N 0 • z 2 z J CL U ti z y w z m g W F d Z J 7 Q Z Z o woo- U,n > C) d U DIE - M KEY PLAN REV DATE DESCRIPTION ISSUED: 06/03/13 PROJECT N0: 2010.459.02 © 2013 RDG Planning & Design WEY WpNENISNINENEaHPR6AAE0Sr,®GANCSPECEOwrKx WE PROJECT. THEY ARE NOT SIIR/91E FOR USE OR OTHER PROJECTS OR IN MER IOGTp& WRHWI THE EXPRESSMWTTEN M HAND PARWAION Of ROG PI PN, & Day,. REPRGOUCTIOY IS PRCN iNTFp. SITE LAYOUT PLAN L3.01 (=p qII CN CV L0 Q Q O U) N F- W LO ULu C7 F_ ¢ _ U) O Q Q U LL O J Q > W p KEY PLAN REV DATE DESCRIPTION ISSUED: 06/03/13 PROJECT N0: 2010.459.02 © 2013 RDG Planning & Design WEY WpNENISNINENEaHPR6AAE0Sr,®GANCSPECEOwrKx WE PROJECT. THEY ARE NOT SIIR/91E FOR USE OR OTHER PROJECTS OR IN MER IOGTp& WRHWI THE EXPRESSMWTTEN M HAND PARWAION Of ROG PI PN, & Day,. REPRGOUCTIOY IS PRCN iNTFp. SITE LAYOUT PLAN L3.01 E ❑9 1 1 2 LANDSCAPE PLAN 1'=10' UTH 3 4 5 1 b PLANT SCHEDULE O ABBR. COMMON NAME BOTANICAL NAME QTY SIZE NOTES OVERSTORY TREES GB Maidenhair tree Ginkgo biloba'Princeton Sentry' 6 2" B&B GD Kentucky Coffeetree Gymnocladus dioecus 8 2" B&B Q SHRUBS AM Black Chokeberry Aronia melonocarpa 24 5 gal. CONT. SA Anthony Waterer Spirea Spirea sp. 'Anthony Waterer' 119 5 gal. CONT. O GRASSES AND PERENNIALS CA Karl Foerster Featherreed Grass Calamograstis x acutiflora'Kad Foerstee 92 1 gal. CONT. HS Red Daylily Hemerocallis sp. 194 1 gal. CONT. RH Black Eye Susan Rudbeckia fulgita 'Goldstrum' 56 1 gal. CONT. SB Blue Hill Salvia Salvia x sylvestris 'Blue Hill' 140 1 gal. CONT. SOD Sod Poa pratensis LU Q Q GENERAL PLANTING PLAN NOTES 1. QUANTITIES SHOWN IN THE PLANT SCHEDULE ARE FOR INFORMATION ONLY. THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS. 2. PRIOR TO ANY EXCAVATION AT THE SITE, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER, ARCHITECT, LANDSCAPE ARCHITECT, AND/OR CIVIL ENGINEER AND, CONSULT WITH ALL UTILITY COMPANY REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS. 3. FOR UNDERGROUND UTILITY LOCATES CALL IOWA ONE CALL AT 1-800-292-8989,48 HOUR NOTICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERGROUND LOCATES NOT COVERED BY THE DIGGERS HOTLINE SYSTEM. NO COMPENSATION FOR DAMAGES TO EXISTING UTILITIES WILL BE ALLOWED RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. 4. THE LANDSCAPE CONTRACTOR SHALL PROTECT ALL UTILITIES, STRUCTURES AND SITE IMPROVEMENTS. ANY DAMAGE SHALL BE REPAIRED BY THE LANDSCAPE CONTRACTOR AT NO COST TO THE OWNER. 5. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING FIVE (5) DAYS PRIOR TO THE ANTICIPATED DATE FOR REVIEW OF THE PLANT LOCATION STAKING. REVIEW TO BE REQUESTED PRIOR TO EXCAVATION OF THE PLANTING PITS. 6. FINISHED GRADES IN ALL LANDSCAPE AREAS ARE TO BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY SEEDING, SODDING, OR PLANTING. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR REVIEW FIVE (5) DAYS PRIOR TO THE DESIRED DATE OF REVIEW. NO COMPENSATION FOR RE -SEEDING, RE -SODDING, OR RE -PLANTING OF AN AREA REQUIRING REMEDIAL GRADING SHALL BE ALLOWED RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. 7. INSTALL SEED OR SOD IN THE AREAS INDICATED ON THE PLAN. 8. SOD, SEED, OR PLANT ALL DISTURBED AREAS 9. REMOVE AND REPLACE ANY EXISTING TURF DAMAGED DURING CONSTRUCTION 10. PLANT LABELS AND TAGS SHALL BE LEFT ON THE PLANT MATERIAL UNTIL AFTER THE INITIAL INSPECTION BY THE LANDSCAPE ARCHITECT. 11. PRUNE ALL EXISTING TREES THAT REMAIN AS FOLLOWS: A. REMOVE BROKEN LIMBS B. REMOVE CROSSING LIMBS C. REMOVE ROOT SPROUTS & SUCKERS D. ANY MULTISTEMMED TREES - REMOVE STEMS LESS THAN 2" DIAMETER E. ALL DECIDUOUS TREES - ELEVATE TREE LIMBS TO ALLOW 10' HT. CLEAR. F. SHAPE TREE TO ITS CHARACTERISTIC FORM 12. CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS & PERENNIALS TO A MINIMUM DEPTH OF 3 INCHES 13. HARDWOOD MULCH SHALL NOT BE ARTIFICIALLY DYED. SUBMITTAL OF HARDWOOD MULCH IS REQUIRED FOR APPROVAL BY LANDSCAPE ARCHITECT. 14. BACKFILL TO TOP OF CURB OR TOP OF PAVEMENT WITH SOIL (MINUS 1-1/2" FOR SOD AND 4" FOR PLANTING BEDS 15. ALL DEBRIS SHALL BE CLEANED -UP BY THE CONTRACTOR AT THE END OF EACH WORK DAY. 16, ALL LANDSCAPE BEDS NOT BOUNDED BY PAVEMENTS SHALL RECEIVE ALUMINUM EDGING. SEE SPECIFICATIONS AND PLAN FOR LOCATIONS. 17. PLANT SCHEDULE IS THE TOTAL AMOUNT OF PLANTS FOR SHEET L4.01. 18. SEE DETAIL SHEET L5.01 FOR PLANTING DETAILS. LEGEND EXISTING TREES mKENTUCKY BLUEGRASS SOD PLAN - NORTH 2 13 I 4 5 SCALE: 1" =10' 0 10' 20' 30' 6 L U C 0 A V J W 9 ZD U 0 0 mmm w W U cn H LU LU C� v / J J U w x U w a U U) ofC z <�OGGo I z� W Qmiv ZJCOQ � s m Z ZWOOj �_ m �OOOG N n Q m KEY PLAN REV DATE DESCRIPTION ISSUED: DBM3113 PROJECT N0: 2010.459.02 © 2013 RDG Planning & Design MFSfomJxwrswrEesvlWA SYI cun<wvaFcuiYFMW vxosc*,xervvvnmsunv FDRURc OMERPR cTSN m oME w iaalwxs mMwr to uvaFss wnisrPx nrvxwu un vAmciPAna a xoc wx:N a �. xPPxaoucnax i s Pxanlenso. SITE PLANTING PLAN L4.01 O 04 CV Ln Q H U Q O cn O CN I - w LL" U C� LU Q Q Z OLL Q U Q rO' J � F- O O UIRZI- KEY PLAN REV DATE DESCRIPTION ISSUED: DBM3113 PROJECT N0: 2010.459.02 © 2013 RDG Planning & Design MFSfomJxwrswrEesvlWA SYI cun<wvaFcuiYFMW vxosc*,xervvvnmsunv FDRURc OMERPR cTSN m oME w iaalwxs mMwr to uvaFss wnisrPx nrvxwu un vAmciPAna a xoc wx:N a �. xPPxaoucnax i s Pxanlenso. SITE PLANTING PLAN L4.01 1 I 2 I 3 I 4 I 5 I 6 BUILDING FACADE / /1 DO NOT CUT LEADER ON V J TREES BUILDING FACADE EXPANSION JOINT WRAP TRUNK WITH APPROVED TREE LIMIT PRUNING TO DEAD AND 7 0 PCC CONC. BAND WRAP TO FIRST BRANCH; WRAP ONLY BROKEN BRANCHES SET PLANTS AT SAME LEVEL AS L 0 BIKE 1 BITUMINOUS SETTING BED RACK, SEE SPECS, INSTALL PER W EXPANSION JOINT " VARIES MANUFACTURER'S RECOMMENDATION SOFTWOOD TREES GROWN IN CONTAINER SEE PLANS SET ROOTBALL AT SAME LEVEL TREE STAKE W/ NYLON STRAPS AROUND AS FINISHED GRADE MULCH -AS SPEC -D, 3" MIN DEPTH d TRUNK ON WIRE STRAPS TYPE 1 PAVERS, COLOR VARIES, 5" CONC. SIDEWALK °d d ° °4�4 SEE PLANS 12" MULCH -AS SPECIFIED, 3" DEPTH AMENDED TOPSOIL, AS SPEC'D. MIN. d e 4 lom d SET ROOTBALL APPROXIMATELY 3" DEPTH -12" . 5" CONC. BASE Z HIGHER THAN FINISH GRADEPREPARE 3" MIN. SAUCER f 3 DEEP MULCH _ AROUND PIT SUBGRADE v I(° 12" COMPACTED SUBGRADE 12" COMPACTED SUBGRADE , O d 5" CONIC. SIDEWALK _III / / — O d d ° ° CUT ANY SYNTHETIC CORDS OR TOP YB —_I / / BACKFILL PIT WITH AMENDED E 1'-0" 2 p^ OF WIRE BASKET AROUND ROOTBALL -III / / — TOPSOIL Q z — E — EXPANSION JOINT, TYP. AND TRUNK — —III III— III=SUBGRADE Z d 12" COMPACTED SUBGRADE BACKFILL PIT WITH AMENDED TOPSOIL -III III—III— Q —I CUT ALL SYNTHETIC CORDS a UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE 10" ---I SUBGRADE FROM ROOTBALL AND TRUNK M _ _III=III-III III=III=1 c �I _ l � � II 1111 111 I I I11 SET ROOTBALL COMPACTED SUBGRADE SET ROOTBALL ON —1I1—III —III—I — CONC. FOOTING ;1, 111 III-�1, ll111 11„IIL—III_ UNDISTURBED SUBGRADE U W H ZZ TYPSECT: P.C.C. SIDEWALK BUILDING FACADE TYP. SECT: UNIT PAVERS BUILDING FACADE CAST -IN-PLACE BIKE RACK CONC. WALK TYPICAL SHADE TREE PLANTING TYPICAL SECTION: SHRUB PLANTING SEC: PERENNIAL & GROUNDCOVER PLANTING Cif E1 N.T.S.'/DO NOT SCALE E2 N.T.S. I DO NOT SCALE E3 3l4” =1'-0" E4 1/4" =1'-0" E5 1/2" E6 1/2" =1'-a'Lu CL Ofl)3 0833 -0625 PL-EPTG-TREE-0208 PL-EPTG-DECISHRB-0417 PC-EPTP-PERE4417 U N c Z � � m NA c °c P? -p c �y N N cc 0 p N 16 A Q=( OGG PCC PAVER TYPE 1, SEE PLANS FOR PCC PAVER TYPE 1, SEE PLANS FOR TURF LITTER I RECYCLING RECEPTACLE, COLOR AND PATTERN COLOR AND PATTERN TYP. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEE SPECS FOR W BIKE RACK FOOTING BIKE RACK, SEE SPECS, INSTALL PER 1" BITUMINOUS SETTING BED 1" BITUMINOUS SETTING BED 6" TOPSOIL MODEL &FINISH INFORMATION. z MANUFACTURER'S RECOMMENDATION ALUMINUM PAVER EDGING, ALUMINUM PAVER EDGING, ALUMINUM EDGING, SEE SPECS w TYPE 1 CONC. PAVERS, COLOR SEESPECS SEE SPECS TURF II PLANTINGS, SEE L3.0 SHEETS PLANTINGS, SEE L3.0 SHEETS BIKE RACK VARIES, ��i IIK��I) r I STEEL ANCHOR, EMBEDDED 0 5 1 i n a4�J( �'� U11 "�. 1" BITUMINOUS SETTING BED INTO CONCRETE Lu A 6" TOPSOIL 3" HARDWOOD MULCH 3" HARDWOOD MULCH p d 5" CONC. BASE d 5" CONC. BASE 12" ALUMINUM STAKEd d 5" CONC. BASE d a 5" CONC. BASE 18" AMENDED SOIL 12" COMPACTED SUBGRa �q EXPANSION JOINT, TYP. 6" 6" 18" AMENDED SOIL D2 d 4 ft 12" COMPACTED SUBGRADE 12" COMPACTED SUBGRADE L5.01 PCC PAVERS ISI III ISI ISI III ISI 10° UNDISTURBED SOIL 4 z w CONC. FOOTING w � w e W aoJON Z�C7Q Z Z S F TYP. PLAN: BICYCLE RACKS UNIT PAVERS CAST -IN-PLACE BIKE RACK UNIT PAVERS TYP SECTION: P.C.C. PAVERS TURF TYP SECTION: P.C.C. PAVERS PLANTING BED TYP SECTION: ALUMINUM EDGING TURF / PLANTING BED TRASH / LITTER RECEPTACLE SIDEWALK W J N Q m @731/4" =1'-0" 03 N.T.S. I DO NOT SCALE 04 N.T.S. / DO NOT SCALE 0N.T.S. I DO NOT SCALE 3/a" =1'-0" N 17 25 4625 NOTE: FOR UNIT PAVER NOTE: FOR UNIT PAVER CURB RAMPS, SEE DETAIL 0.5 CURB RAMPS, SEE DETAIL C4, THIS SHEET. FLARED SID 0.00 C4, THIS SHEET. MED. BROOM CONTRACTOR TO SAW CUT PAVERS@ FINISH CONTROL JOINT @ 3/4" DEPTH RAMP LENGTH WIDTH VARIES WIDTH VARIES P.C.C. MED. 1:12 MAX. SLOPE CONTROL JOINT SEE PLAN MED. BROOM FINISH SEE PLAN ADJACENT TURF BROOM FINISH BACK OF CURB FLARED SIDES MED. BROOM TRUNCATED DOME VARIES SEE PLAN MED. BROOM FINISH 0.5' 1:12 MAX SLOPE 1:12 MAX SLOPE 0.50 0.50FINISH DETECTABLE MED. BROOM .......... (8.33%) TYPE 1 UNIT PAVERS, SEE PLANS FOR COLOR AND PATTERN WARNING PAVER,FINISH SAWED JOINT 1:12 MAX SLOPE FLARED SIDES CB 8.33% MAX. SLOPE o 2% MAX. SLOPE (8.33%) MED. GROOMED """:::: ^ 2/o MAX. SLOPE < SURFACE L5.01 ....... MED. BROOM FINISH 0.0 0.50 TRUNCATED DOME TILE C SLOPE SLOPE .... 0.50 MATCH H EXISTING CURB AND 0.5' •v`a iiiiii..ii ii: 0.5' 05 .......... 0.50 GUTTER LOCATIONS 6'-0" 0.0' 0.0' 0.00 0.00 d ° _ DROP CURB V-6- 1,-6^ L BACK OF CURB I_ I- g^ 1:12 MAX SLOPE (8.33%) C6 FRONT OF CURB T�f — FACE OF CURB FACE OF CURB I d BACK OF CURB TRUNCATED DOME TILE ° EXPANSION JOINT L5.01 TRUNCATED DOME TILE BACK OF CURB EXPANSION JOINT C6 NEW P.C.C. GUTTER EXPANSION JOINT EXPANSION JOINT ADJACENT TURF NOTE: FOR UNIT PAVER DROP CURB CONCRETE RAMP& WING AREA TO L5.01 NEW P.C.C. GUTTER CURB RAMPS, SEE DETAIL C4, THIS SHEET. THICKNESS TO BE 9" MIN. TYPICAL PLAN: PCC CURB RAMP TYPE 1 TYPICAL PLAN: PCC CURB RAMP TYPE 2 PLAN: PCC CURB RAMP TYPE 3 TYP SECTION: P.C.C. PAVERS CURB RAMP TYP. SECTION: CURB RAMP � C 1 N.T.S. C2 N.T.S. C3 N.T.S. C4 N.T.S. / DO NOT SCALE C6 1l2" = 1'-0" N PC-CURB-SECT-PVAS-0833 PC -GONG -RAMP -SECT -D417 LoN Q TYPE 1 P.C.C. PAVER, i SEE PLANS FOR COLOR AND FINISHED GRADE BEN.INSTALL PER PATTERN TYP. EXPANSION JOINT 6" TOPSOIL MANUFACTURERS RECOMMENDATIONS. SEE SPECS FOR Q R @ 30" D.C. CONC. SIDEWALK MODEL & FINISH INFORMATION. — 1" BITUMINOUS SETTING BED 12" COMPACTED SUBGRADE TYP. KEYWAY TYPE 1 PCC PAVER, SEE PLANS Cn P.C.0 CURB, SEE P.C.0 CURB, SEE FOR COLOR AND PATTERN O Z CIVIL SHEETS CIVIL SHEETS 1" BITUMINOUS SETTING BED Q N ® N — w Ln U d " 5CONCRETESUBSLAB T Q Z to5 d " CONC. SIDEWALK = � — a d" 5" CONCRETE SUBSLAB d N d ° O Q d° e EXPANSION JOINT, TYP. — B 12" COMPACTED SUBGRADE 12" COMPACTED SUBGRADE 4 B U N Q U O z� —1 Q w d o : U UNDISTURBED GRADE 1 _p^ d u e CONC. FOOTING KEY PLAN d O 1' 0" 12" COMPACTED SUBGRADEUNDISTURBED SOIL UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE .. @)2U0P. SECTION: P.C.C. CURB & GUTTER P.C.C. PAVERS TYP. SECTION: P.C.C. CURB & GUTTER P.C.C. SIDEWALK TYP. SECTION: P.C.C. CURB & GUTTER TURF TYP SECTION: P.C.C. SIDEWALK TYP SECTION: P.C.C. PAVER EMBEDDED BENCH CONC. SIDEWALK w NUJRBPVR0833 DO NOT SCALE 2N.T.S./ DO NOT SCALE N.T.S.IS NOT SCALE g4 N.T.S. I DO NOT SCALE g5 OT SCALE 66 3/a" =1'-0"N.T.S. / DO N O PGf,ONGCUI25.Pb'R.0833 O PCLONCLURR'URF-0833 -.... 4fi25 U JOINT SEALANT WITH BACKER ROD / SAW CUT CONTROL - CAULK MIN J" DEPTH \ BENCH, TYP. INSTALL PER JOINT NEW PCC PAVEMENT MANUFACTURER'S ui ' PREMOLDED FOAM JOINT FILLER \ TYPE 1 P.C.C. UNIT PAVER, SEE RECOMMENDATIONS. SEE SPECS FOR TOOLED DUMMY JOINT, SEALED / ��' PLANS FOR COLOR AND PATTERN MODEL &FINISH INFORMATION. uj 1/g^ d LONG 2" MIPLANS FOR COLOR AND PATTERN #4 REBAR @N CLEARANCE I KEYWAY 5" CONCRETE SUBSLAB ENGINEERING FABRIC < TYPE 1 P.C.C. UNIT PAVERS, SEE REV DATE DESCRIPTION a \ #4 REBAR @ 24" O.C., 24" LONG r n a EXISTING PCC PAVEMENT 45t/ FIRST POUR 2"MIN. CLEARANCE 1" BITUMINOUS SETTING BED �+' ssuEo, D6103(13 ° PROJECT NO: 2010.45904 12" COMPACTED a` . 3/16" WIDE x 1112" d de SUBGRADE d e d 9 \ d° DEEP TOOLED DUMMY d°° w © 2013 ° JOINT — — —°— — — CONCRETE WALK 12" COMPACTED SUBGRADE — — — d d ° e d 5" CONC. BASE d \ ° w 1 sDoo u1e saxn®+rBaoDeu9n�crraurwxnc EXPANSION JOINT, TYP. A aRok x uaxo s i, a EP a s xom R xa crsaR A \ ° / 12" COMPACTED SUBGRADE d SECOND POUR z 4 wmxen lauTwxsvmxartmEEl�EssvmmrNuaawu,wo NO JOINT IS FULL DEPTH OF 12" COMPACTED SUB -BASE \®ey nrOPeaxocamu gso 3 aflooucnD Is xalaneo. PAVEMENT V / SITE COMPACTED SUBGRADE III I I I I I p_p ILII III I a ° d CONC. FOOTING mq� DETAILS TYPICAL SECTION: SAWN CONTROL JOINT TYP. SECTION: EXPANSION JOINT TYP SECTION: REINFORCED CONSTRUCTION JOINTS SECTION: KEYED CONSTRUCTION JOINT TYP SECTION: PCC PAVER REINF. CONSTRUCTION JOINT EMBEDDED BENCH UNIT PAVERS Al N.T.S. ® N.T.S. N.T.S. / DO NOT SCALE A4 1 112" =1'-0" A5 N.T.S. I DO NOT SCALE A6 3l4" = VI J PCLDNBCNJS-KEY6125O 0625 L5.01 1 2 3 4 5 6 NEW P.C.C. COLLAR #5 BAR, 24" LONG @ 30" O.C. IE 11� C 1 2 I 3 I 4 I 5 I 6 NOMINAL COURSE WDTH TYP SECTION: P.C.C. PAVERS A CROSSWALK N.T.S. / DO NOT SCALE -2500 COURSE WIDTH P.C.C. RUNNING BOND SOLDIER ROW JOINT 31TUMINOUS SETTING BED ISTING P.C.C. ROADWAY OPE UP TO STANDARD VEMENT THICKNESS THICK PCC SUBSLAB COMPACTED SUBGRADE PCC UNIT PAVERS A CROSSWALK N.T.S. I DO NOT SCALE 1" CHAMFER ..4 da e4 ° 44°e B d d%� e d e. a. LIGHT POLE FOOTING A TURF 3I4" 0625 PEDESTRIAN LIGHT, SEE ELEC.SHEETS 3"TYP. UNDISTURBED SUBGRADE CONC. LIGHT FOOTING, SEE ELEC. SHEETS PEDESTRIAN LIGHT, SEE ELEC.SHEETS 3" TYP. TYPE 1 CONC. PAVERS, SEE PLANS 1"CHAMFER FOR COLOR AND PATTERN. BITUMINOUS SE71NG BED "v d d EXPANSION JOINT 5" CONC. BASE d `. A 4d 4. 44 COMPACTED SUBGRADE 4- < 4 CONC. LIGHT FOOTING, SEE ELEC. SHEETS OLIGHT POLE FOOTING UNIT PAVERS C Al 314" = V_0" `\ O6L 1 .C.C. PAVEMENT LOR 1 PAVER, TYP. -OR 1 PAVER, TYP. LOR 2 PAVER, TYP. PEDESTRIAN LIGHT, SEE ELEC.SHEETS 1"CHAMFER EXPANSION JOINT, ° TYP. e 5" CONC. SIDEWALK d A e 4 nt ° _4 ; < e. o d g COMPACTED SUBGRADE d MIT 4°d d °. n 4 ° e CONC. LIGHT FOOTING, SEE ELEC. SHEETS d° a LIGHT POLE FOOTING A CONC. SIDEWALK 3I4" =1141 0625 2 • • • • • • • • • •••• • �IIIIIIIIIIIIIIIIIIII� •• �: .11111111111111. i� . ..1111111111.'=� ••- ���111111��� 11 11 _ 111111 _ m - 1111111111�� �� 1111111111111 1 �IIIIIIIIIIAl11111111� ` ' 114" = 1'-0" D208 ALUMINUM SIGN NOTES: 1. LAYOUT AND DIMENSIONS ARE FOR DESIGN INTENT ONLY. CONTRACTOR IS TO SUBMIT SHOP DRAWINGS FOR ALL ELEMENTS OF ENTRY MARKER. 2. HIGH PERFORMANCE COATING COLOR FROM FULL RANGE OF MANUFACTURER'S STANDARD COLORS, SELECTED BY OWNER'S REPRESENTATIVE. STAINLESS STEEL ARCH, Ir - SEE B6, THIS SHEET I GRADE 1'-5" 6" TALL x 3/4" DEEP PUSH THRU CHANNEL 4" g• N RBV-104" LETTERS W/ 0.080" ALUMINUM FACE, R123'-5" T 0625 BOTH SIDES. FONT, COLOR, AND FINISH TO BE ALUMINUM PANEL, COLOR TWO OALUMINUM E t SELECTED BY OWNER'S REPRESENTATIVE PANEL, COLOR ONE wA5 ALUMINUM PANEL, COLOR TWO U ° GRADE T _ ; _ d ^ _� TYP. CONC. UNIT PAVERS, �• a _ J 4- •� SEE DETAIL B5/L5.01 L5 02 B5 N L5.02 0 2'_0" B4 L5.02 EI 5'-0" EXPANSION JOINT @ NEW SIDEWALK I q ° CONC. COLLAR d TYPE 1, COLOR 1 PAVERS, TYP. TYPE 1, COLOR 2 q 1'-0" 1'-0" PAVERS, TYP. D L5.01 TYP. EXPANSION JOINT @ NEW SIDEWALK TYP. PLAN: RECTANGULAR UNIT PAVER INSERT 1/4" =1'-0" 0208 7" Ir - FINISH I GRADE 6" TALL x 3/4" DEEP PUSH THRU CHANNEL N T SEE A3, THIS SHEET LETTERS W/ 0.080" ALUMINUM FACE, ENTRY MARKER: TYP. SIDE ALUMINUM PANEL DETAILS 3/4" =1'-0" CC 0625 BOTH SIDES. FONT, COLOR, AND FINISH TO BE VARIES VARIES E t SELECTED BY OWNER'S REPRESENTATIVE #4 CONT @ PERIMETER ALUMINUM PANEL, COLOR TWO U ° GRADE T _ ; _ d ^ _� TYP. CONC. UNIT PAVERS, �• a _ J 4- 7" 314" =1'-0" 0625 CAST STONE COLUMN NOTES: 1. COLOR FOR CAST STONE COLUMN TO BE SELECTED BY OWNER'S REPRESENTATIVE. 2. SUBMIT SHOP DRAWINGS FOR COMPLETE CAST STONE COLUMN PRIOR TO FABRICATION. HANDHOLE, COORDINATE WITH SIGN MANUFACTURER TO ENSURE HANDH01 IS APPROPRIATE SIZE & LOCATION. 4" 4„ FINISH GRADE T-0 I C.I.P. BASE &FOOTING, SEE A3, THIS SHEET KER: BACK ALUMINUM PANEL DETAILS ENTRY 3/4" =1'-0" -0625 3/4" x 4" STAINLESS STEEL � PLATE OFFSETS 1AMFER,ALL 3ORNERS STAINLESS STEEL NOTES: 1. ALL STAINLESS STEEL TO BE 304 STEEL WITH A #4 OMNIDIRECTIONAL BRUSHED FINISH. 2. ALL STAINLESS STEEL TO BE 4" x 3/4" CUT STEEL. 3. WELD AND GRIND SMOOTH ALL STEEL CONNECTIONS BEFORE FINISHING. 4. SUBMIT SHOP DRAWINGS FOR ALL ELEMENTS OF STEEL ARCH PRIOR TO FABRICATION. 0 STONE COLUMN 3/4" x 4" CUT STAINLESS STEEL ARCH, #4 BRUSHED FINISH CAST STONE COLUMN, SEE B5, THIS SHEET b. 4MFER, ALL SIDES WFER, ALL SIDES kMFER, ALL SIDES FINIS GRADE OOTING, 3'-O" L SEE A3, THIS SHEET CAST STONE COLUMN DETAILS I WELD AND GRIND SMOOTH, ALL CONNECTIONS 4 (V EMBED AND EPDXY STAINLESS 3/4"x 4" STAINLESS STEEL STEEL IN CAST STONE COLUMN PLATE SUPPORTS 1 TYP. co 3/4" x 4" STAINLESS STEEL PLATE OFFSETS 4 3 B ENTRY MARKER: ARCH CONNECTION 3/4" -0625 NORTH NORTH 4'-8" F � T-2' 2'-54" 2'-4" TYP. ° e da a DC! TOWNCREST SIGNS, C.I.P. CONC. FOOTING f BOTH SIDES 4 4: TYP C.I.P. CONC. BASE N CAST STONE COLUMN r 3 v 120 . Epi CAST STONE COLUMN 3" a CUT STAINLESS TYP �., (4)#8 BARS STEEL ARCH CUT STAINLESSa STEEL SUPPORTS OD ° RAISED LETTERS 2' 0" TYP FOOTING BELOW 3'-2" ENTRY MARKER: FOOTING PLAN @�ENTRY MARKER: SECTION 3/4" = 1'-0" 3/4"= 1'-0" -0625 -0625 4 I 5 6 AI I U O W U 1 W uj 1..1� V W �u/i LL V / J iql Ir - FINISH I GRADE T-2" C.I.P. BASE & FOOTING, N T SEE A3, THIS SHEET ENTRY MARKER: TYP. SIDE ALUMINUM PANEL DETAILS 3/4" =1'-0" CC 0625 Lo VARIES VARIES I I 1 1/2" CHAMFER, ALL SIDES #4 CONT @ PERIMETER FINISH U ° GRADE _ ; _ d ^ _� TYP. CONC. UNIT PAVERS, �• a _ J 4- •� SEE DETAIL B5/L5.01 I EXPANSION JOINT, TYP. O .p I b 6 t� I4 2'-0" #4 HOOKS @ 24" O.C. ° ° ° I qI I (4) #8 BARS, EXTEND 3'-0" ° N O 4 I 1 INTO CAST STONE COLUMN ° I.I ° N I a d° - 4 ° ELEC. PATHWAY TO ° LN SIGN LETTERS A3 d. ° I®° I d L5.0 (4) #5 BARS, EACH WAY, 3�:2 ° d d4 TOP & BOTTOM. N •.. d 4. _4 Q 15: _ d d� ° CONC. FOOTING LL 12" COMPACTED SUBGRADE O 4'e oll J Q ENTRY MARKER: TYP. FOOTING SECTION CCA' J 3/4" = 114" �— O -0625 O U 3 314" =1'-0" 0625 CAST STONE COLUMN NOTES: 1. COLOR FOR CAST STONE COLUMN TO BE SELECTED BY OWNER'S REPRESENTATIVE. 2. SUBMIT SHOP DRAWINGS FOR COMPLETE CAST STONE COLUMN PRIOR TO FABRICATION. HANDHOLE, COORDINATE WITH SIGN MANUFACTURER TO ENSURE HANDH01 IS APPROPRIATE SIZE & LOCATION. 4" 4„ FINISH GRADE T-0 I C.I.P. BASE &FOOTING, SEE A3, THIS SHEET KER: BACK ALUMINUM PANEL DETAILS ENTRY 3/4" =1'-0" -0625 3/4" x 4" STAINLESS STEEL � PLATE OFFSETS 1AMFER,ALL 3ORNERS STAINLESS STEEL NOTES: 1. ALL STAINLESS STEEL TO BE 304 STEEL WITH A #4 OMNIDIRECTIONAL BRUSHED FINISH. 2. ALL STAINLESS STEEL TO BE 4" x 3/4" CUT STEEL. 3. WELD AND GRIND SMOOTH ALL STEEL CONNECTIONS BEFORE FINISHING. 4. SUBMIT SHOP DRAWINGS FOR ALL ELEMENTS OF STEEL ARCH PRIOR TO FABRICATION. 0 STONE COLUMN 3/4" x 4" CUT STAINLESS STEEL ARCH, #4 BRUSHED FINISH CAST STONE COLUMN, SEE B5, THIS SHEET b. 4MFER, ALL SIDES WFER, ALL SIDES kMFER, ALL SIDES FINIS GRADE OOTING, 3'-O" L SEE A3, THIS SHEET CAST STONE COLUMN DETAILS I WELD AND GRIND SMOOTH, ALL CONNECTIONS 4 (V EMBED AND EPDXY STAINLESS 3/4"x 4" STAINLESS STEEL STEEL IN CAST STONE COLUMN PLATE SUPPORTS 1 TYP. co 3/4" x 4" STAINLESS STEEL PLATE OFFSETS 4 3 B ENTRY MARKER: ARCH CONNECTION 3/4" -0625 NORTH NORTH 4'-8" F � T-2' 2'-54" 2'-4" TYP. ° e da a DC! TOWNCREST SIGNS, C.I.P. CONC. FOOTING f BOTH SIDES 4 4: TYP C.I.P. CONC. BASE N CAST STONE COLUMN r 3 v 120 . Epi CAST STONE COLUMN 3" a CUT STAINLESS TYP �., (4)#8 BARS STEEL ARCH CUT STAINLESSa STEEL SUPPORTS OD ° RAISED LETTERS 2' 0" TYP FOOTING BELOW 3'-2" ENTRY MARKER: FOOTING PLAN @�ENTRY MARKER: SECTION 3/4" = 1'-0" 3/4"= 1'-0" -0625 -0625 4 I 5 6 AI I U O W U 1 W uj 1..1� V W �u/i LL V / J iql REV DATE DESCRIPTION ISSUED: 06103113 PROJECT N0: 2010.459.02 © 2013 RDG Planning & Design 11EFNNIfMS:uAVEBFBI HS➢IAD BYImGUhSVCCfILV1YlOxl"f NOTHER11EYA"ExoTsu ESCflLl9EIXlomEalx"LXMD i x arne6 Laurwxs vmxpn m E Brx�ss vmmEx awaovu Aro Pranclvnnox a xoc wa,"'," a �. umowcnox a vAwleneo. SITE DETAILS L5.02 O N N Lo Q U O O O N LN U (D Q mow// 1..I_ 3�:2 N Q 15: U LL Q O J Q } LL1 J �— O O U KEY PLAN REV DATE DESCRIPTION ISSUED: 06103113 PROJECT N0: 2010.459.02 © 2013 RDG Planning & Design 11EFNNIfMS:uAVEBFBI HS➢IAD BYImGUhSVCCfILV1YlOxl"f NOTHER11EYA"ExoTsu ESCflLl9EIXlomEalx"LXMD i x arne6 Laurwxs vmxpn m E Brx�ss vmmEx awaovu Aro Pranclvnnox a xoc wa,"'," a �. umowcnox a vAwleneo. SITE DETAILS L5.02 h l© 1up is 1 I 2 I 3 I 4 15 1 �0 + 0� + 1 I'D + + 1 + Sj q' e 1 I .ti \ \\ D Q 1 C D I Q 4 �— I D Q 1 4 D Q p Q 1 k:'.' �. Apo q �e PLAN MIA O WIRING NOTES: O GENERAL NOTES: 1D (3) #1/0 IN 1-1/4" PVC. 0 PEFORMTHE 1 RK NFORMANCE Q NATIONAL ELOECTRIC CCODEE AND ALL PIPLICAB EURRENT 02 (3) #12 (A1) Q UNDERGROUND CONDUIT AS NOTED BUILDING CODES AS INTERPRETED BY THE LOCAL b. (2) #B+#1UGND (A2) Q 1 �0 + 0� + 1 I'D + + 1 + Sj q' e 1 I .ti \ \\ D Q 1 C D I Q 4 �— I D Q 1 4 D Q p Q 1 k:'.' �. Apo q �e PLAN MIA O WIRING NOTES: O GENERAL NOTES: 1D (3) #1/0 IN 1-1/4" PVC. 0 PEFORMTHE 1 RK NFORMANCE NATIONAL ELOECTRIC CCODEE AND ALL PIPLICAB EURRENT 02 (3) #12 (A1) _ UNDERGROUND CONDUIT AS NOTED BUILDING CODES AS INTERPRETED BY THE LOCAL CN (2) #B+#1UGND (A2) AUTHORITY HAVING JURISDICTION. (2) #8 +#10GND (A4) Q (3) #10 (A6) 2. COORDINATE ANY NECESSARY SERVICE OUTAGES WITH (3)#12(A8) LOCAL AUTHORITIES OR PERSONNEL HAVING E (3) #12 (A10) O - POLE -MOUNTED LIGHTING FIXTURE JURISDICTION. 03 (3) #12 (A1) 3. LETTERS, "WP", AT DEVICE OR EQUIPMENT INDICATES (2) #8 + #10GND (A2) O NEMA 3R IN -USE TYPE. (3) #10 (AB) IN -GRADE HAND -HOLE AS NOTED (3) #12 (A8) (3) #12 (A10) HH_ H W ® (3) #12 (Al) \ Lu Q Q (2) #8 +#10GND (A2) EXISTING UTILITY POLE 2 (3)#10(A6) (3) #12 (A8) Q 05 (3) #12 (A1) - J Q } (2) #8 +#10GND (A2) J F— C7 (3)#10(A6) RECEPTACLE SCHEDULE © (3)#12(A1) (2) #8 +#1OGND (A2) (3)#12(A1) CALLOUT SYMBOL NEMA VOLTS NOTE 1 (2) #8 + #10GND (A4) (� #12 + #10 GND PEDESTAL 3R 120V 1 P 2W PROVIDED WITH PEDESTAL. (3) (A1) MTD DUPLEX 110 GFCI WP POLE MTD DUPLEX GFCI a$ 3R 120V 1 P 2W PROVIDED WITH POLE. WP GFI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHER PROOF DEVICE (NEMA 313 "IN USE") 100A, 120/208V SERVICE AND LIGHTING CONTROL PEDESTAL. +'-- ® 100A 120/208V O nnnnunnnnuuunlnen S�RVICE LATERAL PIP ® PROVIDE 30'-0" COIL AT 1 i POLE BASE FOR UTILITY ■■■■■�■■■■(■■■■ ■■■■■■■_ ■■■■■■■■■■■■■■■■ ■■■ ■■■■■■■■■■■■■■■■■ ■■■■■� ■ ■�■■■■■■■■■■s■■■■■■■ ■■■■■■■■■■■■■.■■■ ■■■■■■■ ■■■ ■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■ _ 1 nlnnnn1°O in°HN11Hnn1 D�ON4; nm m un _ Pa)A-151 i �: rvPE'.coLORI t- 1 1 1 _ A.p �. ..b. A Q ° € ISTING UTILITY 1 h 1 r ° °: . ' e ° ° h' n , ° _ 1 13 n ° — — _ �p — — — . p a e �.' a rnnumunmunnuunn nn_uunnly --z, TF�ANSFORMER POLE. r 1 a °> a D ° I. o � ■ 1 � � � - ./ ,;. � ■ --__ — -- sir. 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T J. e h A- 4n° 1 , 1 1 �° 1 1 -a e a Q Q \ e®h — Y J y — — — — _ _� rt _ — — SITE ° ■ T. l �1 1 e , _ .. a °0 ° 1 1 .1 c 1 1 a°° ■ 1 '.1 I a H ... e a t 1 1 1' -. . .. e .. .. .p a A HH3 r .e.HH2e 1 a HH4° + ms.'1 I 1 a 1 I eel ERps, ' 1 I ° _ _ A 4. < L .1 "; OE'TA1L D1115. ■ i e L-------- 1 ° C e P -° a 1 a �__------ 1 e u 6 ° ° '. 4 .. — i ° h LLL 'I' 7 a- ■ , .: I. �L_ 1�.. a .q eh A ^ - e , e 1 e ee a , ., ° D A. °a' q , - e p e a" ° <_ °a A. .. .. a .. ° _., d °. - e A ° e ° e ° I A 1 I 1 ELECTRICAL SITE PLAN 2 3 4 5 SCALE: 1"= 10' 0 10' 20' 30' 0 All �m Al WE TO U 0 ^W IC/'L U F_ LU W F_ W Lu 1f F_ _Q U W J_ w a U U) 0.y M Z LID V CI-CJ�NN <os GG KEY PIAN REV DATE DESCRIPTION ISSUED: 06103113 PROJECT NO: 2010.459.02 © 2013 - ROG Planning & Design 1YEY IA>LF11E wvE eax I,ffRxaR sr Imc"k srtacur Fa IME NNIEti REYNEtqE5111FA&£FCRIRg10i1[RPAWECISIXV IN OVER LOCAlIl115 WIIHdf f TE DRESS NW RFN MPM)VH ANO PARICDA1pNLFRDGF1riq ICaP•I1HAOgIL1NNl ISPRU:'.OREp. ELECTRICAL SITE PLAN ES.01 0 CV CN Q H Q O N H H W � U C9 Lu Q Q Z 2 U Q O - J Q } Lu J F— C7 KEY PIAN REV DATE DESCRIPTION ISSUED: 06103113 PROJECT NO: 2010.459.02 © 2013 - ROG Planning & Design 1YEY IA>LF11E wvE eax I,ffRxaR sr Imc"k srtacur Fa IME NNIEti REYNEtqE5111FA&£FCRIRg10i1[RPAWECISIXV IN OVER LOCAlIl115 WIIHdf f TE DRESS NW RFN MPM)VH ANO PARICDA1pNLFRDGF1riq ICaP•I1HAOgIL1NNl ISPRU:'.OREp. ELECTRICAL SITE PLAN ES.01 1 I 2 I 3 4 I 5 ILS 191m NO SCALE C EXISTING UTILITY POLE AND TRANSFORMER 100A, 240V LIGHTING PANEL AND CONTROLLER rCOIL 30' CONDUCTOR AT BASE OF POLE FOR UTILITY CO. CONNECTION. (3) #1/0 IN 1-1/4" PVC ICAL RISER DIAGRAM 100A #6 BARE COPPER GROUND INTEGRAL METER SETTING 24" 14" g6 BARE GROUND WIRE LIGHT POLE INSTALL PER MANUFACTURERS SPECIFICATIONS 1" RADIUS B ° d GROUND WIRE IN 4 - CONDUIT ISOLATION JOINT DOUBLE TIES 8 TOP ° 4 a Z a d O 4 ° ° °4 4- O a CAST IN PLACE a CONIC. FOOTING ° U a d #3 REBAR TIES ® 12" D.C. ° d ELECTRICAL CONDUIT TO ° , 4 HAND -HOLE. 3" CLEAR - a ° a 8-#8 VERT. A a 4. F GROUNDING ROD 5/8"x10' -O" LOCATED IN HAND -HOLE SE DETAIL i COMPACTED SUBGRADE 5181, X 10' COPPER -CLAD GROUND ROD TO ELECTRICAL LOADS - SEE PLAN FOR CONDUIT AND WIRE SIZES 2 ELECTRICAL WARNING TAPE 6" MAX BELOW FINISHED GRADE. VARIES 1 TRENCH DETAIL (CONDUIT BELOW GRADE) CONDUIT TRENCH DETAIL NO SCALE TO NEXT HAND -HOLE HAN ED EARTH PVC CONDUIT (TYPICAL) 120/240V 1-PHASE,3 WIRE, HnnA CCD111rC CDnNA LIGHTING CONTROLER SCHEMATIC WIRING NO SCALE cKlEDP1A DOWER PEDESTAL OR EQUAL, SEE PROJECT MANUAL. 20V DUPLEX RECEPTACLE INCRETE TIMECLOCK SPECIFICATIONS FOR TIMECLOCK: 1. ELECTRO -MECHANICAL TIME CONTROL. 2. 2- POSITION, INTERMATIC #T101 OR EQUIVALENT. PARAGON #EL74 OR EQUAL: 8" W x 11" H x 4" D. LIGHTING CONTACTOR SPECIFICATIONS FOR C1 TO C8: 3. 2 -POLE, 30 AMP LIGHTING CONTACTOR. ELECTRICALLY HELD, 120V COILS. SQUARE -D MODEL # SM01V01 OR EQUAL. WIRE SIZES: SEE PLAN FOR WIRE SIZES )ERVICE PEDESTAL WITH (1)100A METER SETTING WITH BYPASS, CAIN BREAKER AND BRANCH BREAKERS PER SCHEDULE. ! LIGHTING CONTACTORS AND (1)TIMECLOCK, (1)PHOTO CELL. SASIS OF DESIGN: TESCO #26-100. SIDE ELEVATION EI DI 12' #6 TIE -ROD (4) PER FOOTING C TYP. CONCRETE BASE WITH 8"X4' PIER FOOTINGS COORDINATE PAD DESIGN CONDUITS AS C. WITH CABINET PROVIDED INDICATED ` ELECTRICAL PLANS N —1-1/4' SCH40 PVC & (3) #2 CU XHHW FROM 518"X10' COPPER TNI MIDAMERICAN ENERGY TRANSFORMER POLE. GROUND ROD FRONT ELEVATION VIEW LIGHTING CONTROLLER PAD DETAIL CALLOUT ROOM LAMP 3 /4" CONDUIT, `J NO SCALE o AIC 22,000 VOLTS [IN2�� SEE PLAN FOR MOUNTING SURFACE BUS AMPS 100 ° 0ROUTING o A FED FROM UTILITY 15' POLE #APR4U-15 NEUTRAL 100% mT LUGS STANDARD ELECTRICAL PEDESTAL DETAIL m r 4 64 CAND2-65W42LED4K-R-PC-RLE5 H ° CKT LOAD NO SCALE n ° OR EQUAL Q CKT CKT LOAD D BKR 4 CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 1 4 0.938 LIGHTING _ I - w a 2 20/1 1.26 Q Holiday Ltg. RECEPTACLE Z _ 3 20/1 0 SPARE O Q b 4 20/1 ° 4 4 a 2011 0 O SPARE J Q i a 6 20/1 0.18 O RECEPTACLE 7 20/1 ° KEV PLAN SPARE 4 b 8 20/1 0.18 RECEPTACLE 9 20/1 0 a' a 10 20/1 0.18 RECEPTACLE 11 20/1 0 ° b 12 20/1 0 SPARE ° 4 CALC. KVA CONN. KVA CALC. KVA LIGHTING 0 0 (125%) CONTINUOUS 0 0 (125%) LARGEST MOTOR 0 0 ° 4 ° (100%) OTHER MOTORS 0 0 (100%) NONCONTINUOUS 0 0 (100%) RECEPTACLES 4. 0 0 (50%>10) KITCHEN EQUIP DOUBLE TIES 8 TOP ° 4 a Z a d O 4 ° ° °4 4- O a CAST IN PLACE a CONIC. FOOTING ° U a d #3 REBAR TIES ® 12" D.C. ° d ELECTRICAL CONDUIT TO ° , 4 HAND -HOLE. 3" CLEAR - a ° a 8-#8 VERT. A a 4. F GROUNDING ROD 5/8"x10' -O" LOCATED IN HAND -HOLE SE DETAIL i COMPACTED SUBGRADE 5181, X 10' COPPER -CLAD GROUND ROD TO ELECTRICAL LOADS - SEE PLAN FOR CONDUIT AND WIRE SIZES 2 ELECTRICAL WARNING TAPE 6" MAX BELOW FINISHED GRADE. VARIES 1 TRENCH DETAIL (CONDUIT BELOW GRADE) CONDUIT TRENCH DETAIL NO SCALE TO NEXT HAND -HOLE HAN ED EARTH PVC CONDUIT (TYPICAL) 120/240V 1-PHASE,3 WIRE, HnnA CCD111rC CDnNA LIGHTING CONTROLER SCHEMATIC WIRING NO SCALE cKlEDP1A DOWER PEDESTAL OR EQUAL, SEE PROJECT MANUAL. 20V DUPLEX RECEPTACLE INCRETE TIMECLOCK SPECIFICATIONS FOR TIMECLOCK: 1. ELECTRO -MECHANICAL TIME CONTROL. 2. 2- POSITION, INTERMATIC #T101 OR EQUIVALENT. PARAGON #EL74 OR EQUAL: 8" W x 11" H x 4" D. LIGHTING CONTACTOR SPECIFICATIONS FOR C1 TO C8: 3. 2 -POLE, 30 AMP LIGHTING CONTACTOR. ELECTRICALLY HELD, 120V COILS. SQUARE -D MODEL # SM01V01 OR EQUAL. WIRE SIZES: SEE PLAN FOR WIRE SIZES )ERVICE PEDESTAL WITH (1)100A METER SETTING WITH BYPASS, CAIN BREAKER AND BRANCH BREAKERS PER SCHEDULE. ! LIGHTING CONTACTORS AND (1)TIMECLOCK, (1)PHOTO CELL. SASIS OF DESIGN: TESCO #26-100. SIDE ELEVATION EI DI 12' #6 TIE -ROD (4) PER FOOTING C TYP. CONCRETE BASE WITH 8"X4' PIER FOOTINGS COORDINATE PAD DESIGN CONDUITS AS C. WITH CABINET PROVIDED INDICATED ` ELECTRICAL PLANS N —1-1/4' SCH40 PVC & (3) #2 CU XHHW FROM 518"X10' COPPER TNI MIDAMERICAN ENERGY TRANSFORMER POLE. GROUND ROD FRONT ELEVATION VIEW LIGHTING CONTROLLER PAD DETAIL NOTE: CONDUITS SHOWN ARE REPRESENTATIVE. SEE PLAN FOR QUANTITY AND SIZE OF CONDUIT AT EACH BOX. \ r 0 0 0 0 0 o c 3 FROM PREVIOUS BOX OR SERVICE PEDESTAL �^FI—NALL GRADE OR TOP OF PAVING \\ COMPACTED / BACKFILL 5/8" X 10' GROUND ROD AND CLAMP (1) PER BOX, TYP. 8" MIN. PACKED, CRUSHED ROCK 4 Panel CALLOUT ROOM LAMP 3 /4" CONDUIT, `J NO SCALE o AIC 22,000 VOLTS [IN2�� SEE PLAN FOR MOUNTING SURFACE BUS AMPS 100 0ROUTING o A FED FROM UTILITY 15' POLE #APR4U-15 NEUTRAL 100% mT LUGS STANDARD ELECTRICAL PEDESTAL DETAIL m r NOTE Located withing Lighting Control Cabinet. 64 CAND2-65W42LED4K-R-PC-RLE5 H CKT CKT LOAD NO SCALE n � OR EQUAL NOTE: CONDUITS SHOWN ARE REPRESENTATIVE. SEE PLAN FOR QUANTITY AND SIZE OF CONDUIT AT EACH BOX. \ r 0 0 0 0 0 o c 3 FROM PREVIOUS BOX OR SERVICE PEDESTAL �^FI—NALL GRADE OR TOP OF PAVING \\ COMPACTED / BACKFILL 5/8" X 10' GROUND ROD AND CLAMP (1) PER BOX, TYP. 8" MIN. PACKED, CRUSHED ROCK 4 Panel CALLOUT ROOM LAMP DESCRIPTION VOLTS 2401120V 2P 3W AIC 22,000 VOLTS INPUT MOUNTING SURFACE BUS AMPS 100 MAIN BKR 100 WATTS A FED FROM UTILITY 15' POLE #APR4U-15 NEUTRAL 100% 120V 1P 2W LUGS STANDARD O OUTPUT= 3981 LMS NOTE Located withing Lighting Control Cabinet. CNV LBC10 CAND2-65W42LED4K-R-PC-RLE5 H CKT CKT LOAD U OR EQUAL Q CKT CKT LOAD # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 1 20/1 0.938 LIGHTING _ I - w a 2 20/1 1.26 Q Holiday Ltg. RECEPTACLE Z _ 3 20/1 0 SPARE O Q b 4 20/1 1.26 Holiday Ltg. RECEPTACLE 5 2011 0 O SPARE J Q i a 6 20/1 0.18 O RECEPTACLE 7 20/1 0 KEV PLAN SPARE b 8 20/1 0.18 RECEPTACLE 9 20/1 0 SPARE a 10 20/1 0.18 RECEPTACLE 11 20/1 0 SPARE b 12 20/1 0 SPARE CONN. KVA CALC. KVA CONN. KVA CALC. KVA LIGHTING 0 0 (125%) CONTINUOUS 0 0 (125%) LARGEST MOTOR 0 0 (125%) HEATING 0 0 (100%) OTHER MOTORS 0 0 (100%) NONCONTINUOUS 0 0 (100%) RECEPTACLES 0 0 (50%>10) KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 0 -07- BALANCED BALANCED PHASE AMPS 0 PHASE BALANCE PERCENT: PHASE A 0.00% PHASE B 0.00% PANELBOARD SCHEDULE NO SCALE LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION MOUNTING MODEL VOLTS INPUT CV CV WATTS S1 (1) 65W42LED. LUMINAIRE POLE -MOUNTED LED LUMINAIRE, TYPE V OPTICS, CLEAR, 15' POLE #APR4U-15 PHILIPS-LUMEC 120V 1P 2W 67 O OUTPUT= 3981 LMS ACRYLIC, GLOBE CNV LBC10 CAND2-65W42LED4K-R-PC-RLE5 H U OR EQUAL Q INAIRE SCHEDULE 5 v 0� fl■ 1 U O W rUn V W ui Of C� �i LU W I..L V J J J U W t= x U w W a U U � o� M U' Bvm :E -% .6 Sm am Dfoc X22 ¢0_'m Giz d' w Lu z 0r zw _F ui < zZ0NF N Z WO J o N U N Q t+f 3 REV DATE DESCRIPION ISSUED: 06103113 PROJECTNO: F-IaMJ59.02 © 20133 ROG Planning & Design MEMnUMIX MVERMNFRPP SYR00AWEEELM YFMPE PROJEU.. 11EY ME NOT S MUE FM UK OTHER PR EMM INOiHERLOGTI0N5141MWTiHEElPI1F55 MNi1ENMNiOVAlONO PMIICNPiNX10FROGPYmgd Wq PFPROO.ICipNSPRONIBIIFO ELECTRICAL SCHEDULES & DETAILS E1.01 O 'Cr CV CV Iln Q } H U Q 0 Cn N CLON _ I - w U C9 � Q Q Z _ CO O Q H U Q O - J Q i LU J_ O KEV PLAN REV DATE DESCRIPION ISSUED: 06103113 PROJECTNO: F-IaMJ59.02 © 20133 ROG Planning & Design MEMnUMIX MVERMNFRPP SYR00AWEEELM YFMPE PROJEU.. 11EY ME NOT S MUE FM UK OTHER PR EMM INOiHERLOGTI0N5141MWTiHEElPI1F55 MNi1ENMNiOVAlONO PMIICNPiNX10FROGPYmgd Wq PFPROO.ICipNSPRONIBIIFO ELECTRICAL SCHEDULES & DETAILS E1.01 PLANNING • DESIGN RDG PROJECT NUMBER: 2010.459,02 DATE: JUNE 3, 2013 / • • 100% CONSTRUCTION DOCUMENTS DRAWING INDEX: GENERAL OWNER G0.00 COVER SHEET CITY OF IOWA CITY G0.01 SITE SURVEY 410 EAST WASHINGTON ST. G0.02 STAGING & TRAFFIC CONTROL IOWA CITY, IA 52240 CIVIL ENGINEERING SITE MAP ! !G[� submission de,rurd belev was prepared by moor �e••AAO`G"�`SI�/� under, my directsupenis on am mspomsibls charge. C3.0 PLAN AND PROFILE SHEET STA: 0+00-3+00 I em a duly regers-ed amhitcd under the laws of o the able of lwre. �,A(O• W. JUNI P C3.1 PLAN AND PROFILE SHEET STA: 3+00- END _Z. DAVID 12354 signature �3 7 �• CHAMBERS N C4.0 UTILITY PLAN & PROFILE Reg MaBcn Eximas Juna3].2013 m Pages or sheets osered by his Seel: UNDS W'E PACHIiEC7URAL, as Mtad abcee. Waste 4 C4.1 UTILITY PLAN & PROFILE f..._ lQVrf�, e C5.0 POLLUTION PREVENTION PLAN SITE z a Gemori rderis *W,are LANDSCAPE ARCHITECTURAL ""ane"° 1-1.01 SITE PREPARATION PLAN Mwcatlne Avouscatine Ave r� Muscatine Ave L3.01 STREETSCAPE LAYOUT PLAN re Na an K. Nonrlecpn L4.01 STREETSCAPE PLANTING PLAN oi�om°rm"' ' 8 a L5.01 STREETSCAPE DETAILS TeemW.t�n 1-5.02 STREETSCAPE DETAILS ; iawmreMa < m Internet Meaone 2 St to Free Meecal "°I` DernelOve h ELECTRICAL / LIGHTING - Pr°Peaebe 9 R.Assocenena _ O ES.01 ELECTRICAL SITE PLAN N ChurcM1 cl Me Associates Nexe E1.01 ELECTRICAL SCHEDULES & DETAILS A. 2300 $ 2AN wwro Ave y Werra,Ave zr,e No Wayne Ave 1 ➢ L,IC � Limy .Q Iowa2nd m YI Ware W &aMad Or 2aC0 Or The Church of these,BrssMod dr Jews Cbnet ay Fadi Or Loner da, Safina LANDSCAPE ARCHITECTURAL Design 301 Landscape I hereby oedly that the pods, of the Iednlnl ! !G[� submission de,rurd belev was prepared by moor �e••AAO`G"�`SI�/� under, my directsupenis on am mspomsibls charge. •MICHAEL e I em a duly regers-ed amhitcd under the laws of o the able of lwre. �,A(O• W. JUNI P _Z. DAVID 12354 signature �3 7 �• CHAMBERS pages nshee5con" of he seat Jura 3, 204.3 Reg MaBcn Eximas Juna3].2013 Daa 'mod Pages or sheets osered by his Seel: UNDS W'E PACHIiEC7URAL, as Mtad abcee. rs.t� •e•• ee . .. .•s` '•4is'f' ELECTRICAL. as fated adva. f..._ lQVrf�, e OF /Otk '•. ''. maC,- • .9 •W. JUSTIN•••.* • PLATTS A LANDSCAPE -c�ARCHITECT %tQ''.• N0. 519 Q wn Canwlly elm d Bevfl Leuona So=Euet Jr tine, Scheol M' CIVIL ENGINEER I hereby cartiry, that this ergineenng document was prepared by me, or uder my direct personal supervisor and that I am a duty licensed Professional Eneraer under the laws of the State of owe. My license renewed date is December 31, 2013 PAULY. ANDERSON, P.E. ARegA 12384 Data Pages or sheets cowered by this seal: C sheets I.. Ciry ssi Gym at' Marler Perky A Smc,Cemer ANDERSGN 12384, V 4. •.,°° •••,•. x. 1, ' !,N ..xv Net PaMvlewf M ELECTRICAL Design 301 Landscape nr a duty ! !G[� under my d�direct personal supnvsion and that l am thenad �e••AAO`G"�`SI�/� Pmfessonxl Engineer under the laws of Its State of Iowa. •MICHAEL e My license renewal data is o My license renewal date re 2eceeber31.20t3 �,A(O• _Z. DAVID 12354 �2 6 3 �3 7 �• CHAMBERS pages nshee5con" of he seat to GD.C7, CShwb 16292 Mite D. Chambers. P, E. two Reg Na. 16292 Data Pages or sheets cci b, his Baal rs.t� •e•• ee . .. .•s` '•4is'f' ELECTRICAL. as fated adva. f..._ lQVrf�, e CITY OFIOWA CITY 2013 WILLIAM STREET STREETSCAPE PROJECT WILLIAM STREET & MUSCATINE AVE, IOWA CITY, IA SURVEY Design 301 Landscape I hereby certify that this engineering document was prepared by me or Phone 515-288-3141 Fax and Planning Corporation under my direct personal supervision and that I am a dory licensed Professlaral Engineer under the laws of the State of cars. InnpwmN a° IA IA FL •'• c My license renewal data is -eras^••°•u0 Cecerther31, 2013 IS_ i zr ANDERSGN e W01 12354 PAIAY.ANDERSON. RE AReg, R12384 Data pages nshee5con" of he seat •••e ••a.r,JO, ••sr. •• GD.C7, CShwb / N%A 0 2013 RDG Planning & Design RDG Planning & An Architecture, Design 301 Landscape Grand Avenue Des Moines, Iowa 50309 Architecture, Engineering, Interior Design Phone 515-288-3141 Fax and Planning Corporation 515-288-8631 Chicago, www.rdgusa.com RDG IL Coralville, IA Des Moines, IA IA Inc. Fort Myers, FL, Kansas City, MO Omaha, NE COVER SHEETM G0,00 000 E 11 C n A n •-.�/ --------- / -719-b U) _AILS / N SITE SURVEY 1"=20' �1����CiaE:ifif J( —717- oo TM� M A � F V � , G G G 3 I 4 / / I Fn FnW1 rtI22OFn I _m.mX I T T I J 1 ymm�� y ANrL� O AA= m z n N 3 N m y mmp 0 / /_ �.VYw X02 Z I p A n D y mCrm p m m n Z / O— oZN II y M 0 m M / Nps= o n 10 = m m m -4 \ Ip \ G 1 G —717- oo TM� M A � F V � , G G G 3 I 4 WIWI uc� 5 / / I Fn FnW1 rtI22OFn I _m.mX I T T I J 1 ymm�� y ANrL� O AA= m z n N 3 N m y mmp / ro�x m /_ �.VYw X02 I p A n D y mCrm m m / n Z / O— oZN II y m / 0 m M Nps= o n 10 = m m m -4 \ Ip WIWI uc� 5 I I y ANrL� O AA= m z n N 3 m rl mmp / ro�x II /_ �.VYw X02 A p V�j f0 I � y m m O— oZN II y m / 0 m M Nps= o n 10 = m m m -4 \ Ip uc� 5 \ \ \ \ II >77 \ \ T T T T 1 , Gam- -- G — G G G T— v — G G G \ T T T rT T ` T T —T T I" Il y y D � W 114n / -- i —\ �> ^ i i m in -718- _ _ _ _ _ _ _ _ _' .� \ \ D al / \ Z /\`L� m N O D \ / \ \ ,my / D O m \ �) m / r' x / > I ° I I mmm y `" / 0 z -IAI x \ D 1 OD m v m w \\ y I C I / __ m Z Z ^^ 1 w I I o UJ UJ p I / 1 1 / L oD m m / I, I ► / cx O I I �_ ox m A U 1 in ^J M z �m°y I 0 IT yi MID `m mm M-0 MX /�m /DAT 03 m m 1( my N v m 11 II D yI r (n I �Io o m m m y m ____________�_____________ --------�(-__ ____ __ _______________ ��_ \ ��� _ ----- 0-1 ____ N I Q � pmw - - I O� I A OZZn D Z Z ° m o y I m y m 17"L 3H0 --� 3H0 m - p ^ ^ nomwj I I _ G) UI o�G�Z11 in- ni, o of op / Z o \ m / ( INZI1 I I I°m5I / X I �� / // o a Nay y ® / m po I o_ mm� I ' 1 D M 1.'9w-1 mmX Sm y r.--, )�°��wmmvz 22mmm / V y 9 Z II y mZ 0 V =J- _/ ______ _________ Via_____ _ 8��� / �715--- \ mAi ---- — — rola In II �p _ r-If <w \ N N V J mO N J w In Y y C J -91L-V p - IOmz w 1 (D� _ _ I ° / I / co m 4 3 4 5 0 ©■ a■ 'm L:EM A U) Z W U 0 M Z `0 1 U U) Z 0 U 0 O F_ U 0 W IL U H W W Of rH V ) F_ W W Of _ U) _Q J _J z ti W Z m W;� =�� Z �CD< Zan s WOO y N Q m N N L0 ry� r_ U O U) C=> O N H Lu �C5 U U LIJ Q Q = c~a O Q ULL Q Q O u.i J _> KEY PLAN REV DATE DESCRPTION ISWED: 069Y13 PROJECT NO. 2010.459.02 © 2013 RDG Planning & Design TF&OOOIBIISW.1fBF➢1 Prffi.N®BY WGNh WDfIGNIY WAVE PRQECI,f fl' NE NpT SUfIBtE E0R UR OX 011ER PpLECR qi IX QiNIX IOGIDNS Nif X011f iNF EW RES41MUf 19Y IPV11Ol.LL IID v,1W lcivupx a AOG wly a wyl.lE W oaxnax Is marell W. SITE SURVEY G0.01 I I y ANrL� O AA= m z n N 3 m rl mmp / ro�x II /_ �.VYw X02 A p V�j f0 I � y m m O— oZN II y m / 0 m M Nps= o n 10 = m m m -4 \ Ip \ \ \ \ II >77 \ \ T T T T 1 , Gam- -- G — G G G T— v — G G G \ T T T rT T ` T T —T T I" Il y y D � W 114n / -- i —\ �> ^ i i m in -718- _ _ _ _ _ _ _ _ _' .� \ \ D al / \ Z /\`L� m N O D \ / \ \ ,my / D O m \ �) m / r' x / > I ° I I mmm y `" / 0 z -IAI x \ D 1 OD m v m w \\ y I C I / __ m Z Z ^^ 1 w I I o UJ UJ p I / 1 1 / L oD m m / I, I ► / cx O I I �_ ox m A U 1 in ^J M z �m°y I 0 IT yi MID `m mm M-0 MX /�m /DAT 03 m m 1( my N v m 11 II D yI r (n I �Io o m m m y m ____________�_____________ --------�(-__ ____ __ _______________ ��_ \ ��� _ ----- 0-1 ____ N I Q � pmw - - I O� I A OZZn D Z Z ° m o y I m y m 17"L 3H0 --� 3H0 m - p ^ ^ nomwj I I _ G) UI o�G�Z11 in- ni, o of op / Z o \ m / ( INZI1 I I I°m5I / X I �� / // o a Nay y ® / m po I o_ mm� I ' 1 D M 1.'9w-1 mmX Sm y r.--, )�°��wmmvz 22mmm / V y 9 Z II y mZ 0 V =J- _/ ______ _________ Via_____ _ 8��� / �715--- \ mAi ---- — — rola In II �p _ r-If <w \ N N V J mO N J w In Y y C J -91L-V p - IOmz w 1 (D� _ _ I ° / I / co m 4 3 4 5 0 ©■ a■ 'm L:EM A U) Z W U 0 M Z `0 1 U U) Z 0 U 0 O F_ U 0 W IL U H W W Of rH V ) F_ W W Of _ U) _Q J _J z ti W Z m W;� =�� Z �CD< Zan s WOO y N Q m N N L0 ry� r_ U O U) C=> O N H Lu �C5 U U LIJ Q Q = c~a O Q ULL Q Q O u.i J _> KEY PLAN REV DATE DESCRPTION ISWED: 069Y13 PROJECT NO. 2010.459.02 © 2013 RDG Planning & Design TF&OOOIBIISW.1fBF➢1 Prffi.N®BY WGNh WDfIGNIY WAVE PRQECI,f fl' NE NpT SUfIBtE E0R UR OX 011ER PpLECR qi IX QiNIX IOGIDNS Nif X011f iNF EW RES41MUf 19Y IPV11Ol.LL IID v,1W lcivupx a AOG wly a wyl.lE W oaxnax Is marell W. SITE SURVEY G0.01 2 3 R11 -4 60'X30' [ ROAD CLOSED TO O Lp THRU TR C © Dp Nar ENTER W RWOpR Q E O 111)=AD W20-1 48X48' ® H O ROAD E LAN EA W20-4 46•X46• _ PHASE I CONSTRUCTION NOTES: REMOVAL AND CONSTRUCTION OF STREET AND ® ROAD WORK O SIDEWALKS ON EAST HALF OF WILLIAM STREET. G20 -2A SOUTHBOUND ONLY ONE-WAY TRAFFIC ON WEST SIDE 48' x 24• OF WILLIAM STREET. 5 ROAD aosED ® a �n R11-2 48'X30' A c 17 Ia 4 PHASE II CONSTRUCTION NOTES: REMOVAL AND CONSTRUCTION OF STREET, DRIVES AND SIDEWALKS ON WEST HALF OF WILLIAM STREET SOUTH OF CENTERLINE OF EXIT DRIVE FROM CREDIT UNION DRIVE-THRU LANES. SOUTHBOUND ONLY ONE-WAY TRAFFIC ON EAST SIDE OF WILLIAM STREET. 5 I s PHASE II CONSTRUCTION NOTES: REMOVAL AND CONSTRUCTION OF STREET, DRIVES AND SIDEWALKS ON WEST HALF OF WILLIAM STREET NORTH OF CENTERLINE OF EXIT DRIVE FROM CREDIT UNION DRIVE-THRU LANES. SOUTHBOUND ONLY ONE-WAY TRAFFIC ON EAST SIDE OF WILLIAM STREET. PHASE I PHASE II AND PHASE III F ST F ST NORTH NORTH NOT TO SCALE NOT TO SCALE MUSCATINE AVE MUSCATINE AVE L LJ 2 1 l4J LIJ 2 g 4 g > Q Li Q r=E Q TOWNCREST LN Q TOWNCREST LN o un cn z z � o - o v� ►— . cn ' W • 42" CHANNEUZER O W LL_ 42' CHANNEUZER O (� • 20' SPACING D (� j . 20' SPACING H ST o TOWNCREST DR = H ST " TOWNCREST DR Q • _ • Q (Y- 6 6 Q > Q 1 6 2 2 - 1:E 1 S A I A VNI� A\/F 3 \AiAYNIF A\/F- LE > - 4 cn cn � W � cn O Q c O Q Q LZ Lu Lr) U J Lli Q Z 4 cn cn � W � cn O Q c O Q N LZ Lu Lr) U U Lli Q Z � 4 � J ST BRADFORD DRIVE � J ST BRADFORD DRIVE Sootheast Mercer Southeast Mercer Junior Parr Junior Parr High High School School n E W U O Z O U Cn Z O U W Q U Cn I— W W U) I— U Q O W<m Lu Q J_ N z� LDQ (71nr�N Z 2 0 W O O U Q m 0 CV CV LC) Q F -- U O 09 KEY PLAN REV DATE DESCRMON MED: 0&03)13 MEMO: 201OA59.02 J 2013 RDG Planning & Design �EYOOOdB1RNAH •Bl fl®.N®9f ASO Nb:9�IGNL1ip111E xo[cr. ixEr ue: rwr arta•F mR ALE a or�A Pao.[crs on Y 00'FRlOGTOx5mrtM11EEMNES4MND&NVRWALANO 'ARiCPA1pN OG AOG W yip d Oq� f�I1001X.T1g16 PP W BR®. STAGING AND TRAFFIC CONTROL PLAN G0.02 O F- N LZ Lu Lr) U U Lli Q Z < 2 O Q U Q O J Q LU J 3: i O O U KEY PLAN REV DATE DESCRMON MED: 0&03)13 MEMO: 201OA59.02 J 2013 RDG Planning & Design �EYOOOdB1RNAH •Bl fl®.N®9f ASO Nb:9�IGNL1ip111E xo[cr. ixEr ue: rwr arta•F mR ALE a or�A Pao.[crs on Y 00'FRlOGTOx5mrtM11EEMNES4MND&NVRWALANO 'ARiCPA1pN OG AOG W yip d Oq� f�I1001X.T1g16 PP W BR®. STAGING AND TRAFFIC CONTROL PLAN G0.02 U) LU G U O M 0 0 r w W W Z CDZ W J U � � g U m Lyc 3 W Z I. �$ m _ JKt�OiA i[1 U � Z (n — F WZtbN N W rJu-i ZJC7Q ZZ j("N J 0 N LU 0. U C/) LU LU I- CE) C) N N L0 Q H U Q O R KEY PLAN REV DATE OESM"ON SSUm: OM13 'ROJECTNO: 2010.4%02 D2013 2DG Planning & Design ii4OOLLIPHR RAVE ff & FA@XPU BY.O N k 6R6C1LLY FOR IIE ROIECf MEYARENOiEUf1BlEFOANffONO�ERPR(1FC13Oq I OMEAANOF SWRN,&WE%PRE99YIARIENAPPq IWED AAACPAPONOFfrflGFiennlro60e�Pn PEPROP'CTpNN%iC1IANfEO. PAVING PLAN & PROFILE STA: 0+00 - 3+00 C3.0 O Lu N � U CD v~j >- O Q Q U LL O J . F- uj o O U � KEY PLAN REV DATE OESM"ON SSUm: OM13 'ROJECTNO: 2010.4%02 D2013 2DG Planning & Design ii4OOLLIPHR RAVE ff & FA@XPU BY.O N k 6R6C1LLY FOR IIE ROIECf MEYARENOiEUf1BlEFOANffONO�ERPR(1FC13Oq I OMEAANOF SWRN,&WE%PRE99YIARIENAPPq IWED AAACPAPONOFfrflGFiennlro60e�Pn PEPROP'CTpNN%iC1IANfEO. PAVING PLAN & PROFILE STA: 0+00 - 3+00 C3.0 U) F - :z LLJ G U O C) 0 0 o(z9 ceN 0 z Z Z U W U CY a W CL U3 o U ca-p� U�IJ�NN 4�(7�1A Y1 w W W Z Z W J U R �, � W c J at} c 3 Zcg�m - aCO E � 2V, �N � @ � O n n LU U U) F- LU LU ry H H U) J J U Q 0 O N N Lr) Q U Q O 0 KEY PLAN REV DATE DESCRIPTION 6S.W. OSW13 ROJECT NO: 2OTOA58.02 Q2313 RDG Planning & Design �ooaAelrsxrn.a Pr�rP®nimowm�rlurxx� Piml[Cr>�rAxermrsneal: raaLOEoxor�PnPaoxcisax x omu lmwnoxs.ixaVr r�P exPrass wwTwx.wPaovu axo PNi11CPAlYx OFIN6PWit9d0eeT R➢gODIICigNBPRtlIBR®. PAVING PLAN & PROFILE STA: 3+00 - END C3.1 C) 0 w N LNr> _ U (D LU v~j < Q U Q < O LL- O Z 2 Q lii O U KEY PLAN REV DATE DESCRIPTION 6S.W. OSW13 ROJECT NO: 2OTOA58.02 Q2313 RDG Planning & Design �ooaAelrsxrn.a Pr�rP®nimowm�rlurxx� Piml[Cr>�rAxermrsneal: raaLOEoxor�PnPaoxcisax x omu lmwnoxs.ixaVr r�P exPrass wwTwx.wPaovu axo PNi11CPAlYx OFIN6PWit9d0eeT R➢gODIICigNBPRtlIBR®. PAVING PLAN & PROFILE STA: 3+00 - END C3.1 1 E LI C I� E C ------- STA: 0+15.07 16.56L / INSTALL DEAD END FIRE HYDRANT ASSEMBLY — TI71�T .� T T T �3 \ \ vv INSTALL 1 1/2' --- r WATER STOP & CONNECT TO EXISTING • • 4- T T T T T T T T T T T -M8 !M8 M9 1018 MS -MG M8 M8 mg—mg— MS M8 STA: 0+17.6413.97L \ 0+61.43 13.92E INSTALLS" GATE VALVE \ \ INSTALL 8° CAP \ \ �\ WILLJAMS STREET \ INSTALL 1 1/2" WATER SERVICE 1 0 f o STA: 1+55.00 18.151 INS ALL DEAD END (AT TEXTENSION) FRE /' f HYDRANT ASSEMBLY 1 _ 1 I l I 5 GRAPHIC SCALE\ V 10 0 5 10 20 40 Z O 2 \ IN FEET) \ 1 inch 10 ft. M M8 18 MB M8 MR- - - ----- MB- - - M8 M8�= (A / 0 / / / / _G Q G G G G G ' .6 G G G U G G G G G c INSTALL 270 LF 8"O / / J/yJy}q�/-P,--V--C DIR18 WATER MAIN / G G G /T —T T-- T ' T T T n / 1 1 1 1 1� 1 1 1 1rtl 1 1 1 1 1 T T T \ V A A 1 WV > 1 A \ \ \ 8W BW 3 8W 8W 8W -8W 8W 8W 8W \ k J \ STA: 1+52.00 25.001 \ �\ STA: 1+35.00 25.001 INSTALL 8° GATE VALVE INSTALL 4"0 WATER SERVICE; ` INSTALL 4" GATE VALVE \ \ \ \ \ \ \ STORM SEWER CONSTRUCTION NOTES 1) CITY OF IOWA CITY DESIGN AND CONSTRUCTION STANDARDS AND PROCEDURES SHALL PREVAIL. ALL MANHOLE AND INTAKE CASTINGS SHALL HAVE THE CITY OF IOWA CITY LOGO. 2) ALL STORM SEWERS SHALL BE CLASS 3 RCP UNLESS NOTED OTHERWISE IN THE PLANS. 3) AT PLACES WHERE A FLARED END SECTION IS REQUIRED, PIPE LENGTH INCLUDES THE FLARED END. THE LAST TWO JOINTS ARE TO BE TIED WHERE FLARED END SECTIONS ARE REQUIRED. 4) ALL STORM SEWERS SHALL BE PROVIDED WITH CLASS "B" BEDDING, UNLESS NOTED OTHERWISE. 5) STORM SEWER TRENCHES SHADED ON THE PROFILE VIEW SHALL BE BACKFILLED WITH EITHER OF THE FOLLOWING COMPACTED TO 95% STANDARD PROCTOR DENSITY: A. SUITABLE EXCAVATED MATERIAL. IF EXCAVATED MATERIAL IS NOT SUITABLE, THEN B. CRUSHED STONE AS SPECIFIED FOR GRANULAR TRENCH BACKFILL SHALL BE USED. 6) GRANULAR TRENCH BACKFILL SHALL BE CRUSHED STONE CONFORMING TO I.D.O.T. STANDARD SPECIFICATION 4120.04 WITH 1" MAXIMUM AGGREGATE SIZE. COMPACT TO 95% STANDARD PROCTOR DENSITY. 7) THE ENTIRE DEPTH OF TRENCH FOR STORM SEWERS UNDER PUBLIC STREET PAVEMENT SHALL BE BACKFILLED WITH CLASS "A" CRUSHED STONE. 8) ALL STORM SEWERS SHALL HAVE CONFINED "0" RING GASKETS. STORM SEWERS 36" AND SMALLER SHALL HAVE BELL AND SPIGOT JOINTS. STORM SEWERS LARGER THAN 36" MAY HAVE TONGUE AND GROOVE JOINTS. NO MASTIC JOINTS ALLOWED. 9) ALL PIPE SHALL BE CERTIFIED, 48 INCHES TOP OF CURB IM TO 10) ALL STORM INTAKES SHALL BE A MINIMUM OF FROM /R SUBGRADE. IF INVERT ELEVATIONS ARE INSUFFICIENT TO PROVIDE THIS REQUIRED DEPTH, THE CONTRACTOR TO PROVIDE DEEPER STRUCTURE AND POUR CONCRETE FILLET IN INTAKE TO MAKE INTAKE PIPES DRAIN AT INVERT ELEVATIONS LISTED. 11) LIFT HOLES IN STORM SEWER WILL NOT BE ALLOWED. 12) PROVIDE CONCRETE FILLETS IN ALL NEW & EXISTING DRAINAGE STRUCTURES PER REFERENCED DETAILS. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION . THE CONTRACTOR SHALL AFFORD ACCESS TO THOSE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITES, STRUCTURES AND UTILITIES HAVE BEEN AND THEREFORE THEIR LOCATIONS U PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, MUST BE THAT THERE MAY OTHER A CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLEBE FACILITIES DIES IN THE CONSTRUCTION AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION, AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. NOTES: adMAX.. 1. PIPE SHALL BE PLACED ON CRUSHED STONE MATERIAL. 2. BELL HOLES SHALL BE HAND SHAPED BACKFILL SO THAT ONLY PIPE BARREL RECEIVESBEARING PRESSURE. HAND 3. PLACE BEDDING TO ENSURE THATPLACED THERE ARE NO VOIDS UNDER ORBACKFILL ALONGSIDE THE LENGTH OF PIPE.CRUSHED 4. BACK FILL SHALL BE HAND TAMPEDSTONE UP TO 12" ABOVE TOP OF PIPE. 5. SEE TABLE FOR ALLOWABLE TRENCH WIDTH ad. °o o,v' ID ad INCHES FEET & INCHES 2 D/4 + T J (4" MIN.) UNDISTURBED SOIL CLASS "B" BEDDING NTS \ INSTALL 8" CAP WITH VALVE BOX AND CONNECT TO EXISTING / _ `------------ -- -716- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ \ \ � I \ 1_ 1 1 \ \ 1 I 1 _ 1 __-_ ---__--_717 I I I WATER MAIN NOTES 3' RADICAL TYPICAL HYDRANT N.T.S. v WATER SERVICE DETAIL N.T.S. ATTACH 12 GA. SOLID TRACER WIRE TO SERVICE LINE. USUALLY LOCATED TWO LOOPS AROUND CORPORATION, TWO LOOPS BETWEEN CURB AND AROUND TOP OF CURB BOX. USE EPDXY FILLED WIRE SIDEWALK NUT AND RUN WIRE INTO HOUSE 24 INCHES ABOVE SIDEWALK FINISHED FLOOR. CLE. CONSTRUCTION NOTES: _ I — 1) CITY OF IOWA CITY DESIGN AND CONSTRUCTION STANDARDS AND PROCEDURES K 0 PLACED SHALL PREVAIL. 11-1 1=1 2) 6" AND 8" DIAMETER WATER MAINS SHALL BE DR -18 PVC PIPE, EXCEPT AROUND / - N" CUL-DE-SACS AND SMALL RADIUS CURVES WHERE CLASS 52 DIP SHALL BE USED, CURB BOX CRUSHED UNLESS NOTED OTHER'MSE ON THE PLANS. McDONALD #5601 (5') 3) GRANULAR TRENCH BACKFILL SHALL BE CLASS A CRUSHED STONE CONFORMING TO #5603 (5') OR EQUAL I.D.O.T. STANDARD SPECIFICATION 4120.04 WITH 1" MAXIMUM AGGREGATE SIZE. o N 10 COMPACT TO 90% MODIFIED PROCTOR DENSITY. USE MER SERIES 6650 4) WATER MAINS WITHIN STREET RIGHT OF WAYS OR WITHIN EASEMENTS ADJACENT TO THE STREET RIGHT OF WAYS SHALL BE BACKFILLED 'NTH EITHER OF THE FOLLOWING SCREW TYPE FOR D/2 NON -PAVED AREAS 1 COMPACTED TO 90% MODIFIED PROCTOR DENSITY: ° ° ° °- ° / I A. SUITABLE EXCAVATED MATERIAL. IF EXCAVATED MATERIAL IS NOT SUITABLE, BOX ROD 11 I 11 YI. • THEN: O D/4 + T B. CRUSHED STONE AS SPECIFIED FOR GRANULAR TRENCH BACKFILL SHALL BE UNDISTURBED SOIL (4" MIN.) USED. CURB STOP \/\ THE FOLLOWING MINIMUM CLEARANCES MUST BE MAINTAINED: \/\ N.T.S. LC) U 5) WATER MAIN SHALL BE LOCATED 10 FEET HORIZONTALLY DISTANT FROM ALL SANITARY SEWER AND STORM SEWER. THRUST BLOCK WHERE PUBLIC OR PRIVATE UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, McDONALD #4701 OR SERVICE SADDLE IS REQUIRED ON PVC 6) WATER MAIN SHALL NOT PASS THROUGH NOR CONTACT A SEWER OR A SEWER Q THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING MANHOLE. A MINIMUM HORIZONTAL SEPARATION OF 3 FEET SHALL BE MAINTAINED. OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THOSE FACILITIES COATED, DOUBLE STRAP BANDS \\ 7) VERTICAL SEPARATION OF WATER MAINS CROSSING OVER ANY SANITARY SEWER NOTE: ALL MATERIAL TO BE OF U.S.A. MANUFACTURE AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND SHOULD BE A MINIMUM OF 18 -INCHES, MEASURED OUTSIDE TO OUTSIDE FROM THE THEREFORE THEIR LOCATONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE CLOSEST EDGE OF EACH PIPE. IF PHYSICAL CONDITIONS PROHIBIT THIS SEPARATION, Lu THE WATER MAIN SHALL NOT BE PLACED CLOSER THAN 6 -INCHES ABOVE A SEWER THAT THERE MAY BE OTHER FACILITIES IN THE CONSTRUCTION AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN HEREON. IT IS THE CONTRACTOR'S OR 18 -INCHES BELOW A SEWER. THE SEPARATION DISTANCE SHALL BE THE MAXIMUM NOTE: RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION, AND TO AVOID FEASIBLE IN ALL CASES. CONTACT LOCAL AUTHORITY FOR DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO SPACING OF HYDRANT BEHIND CURB. THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. KEY PLAN USE 3 FEET BEHIND CURB AND LOCAL PUM TOWARD CURB IN 8) WHERE THE WATER MAIN CROSSES SEWER, ONE FULL LENGTH OF WATER PIPE SHALL MOSTECASES.ZLE BE LOCATED SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER. THE WATER AND SEWER PIPES MUST BE ADEQUATELY SUPPORTED AND HAVE WATER TIGHT JOINTS. A LOW PERMEABILITY SOIL SHALL BE USED FOR BACKFILL MATERIAL TYPICAL HYDRANT N.T.S. v WATER SERVICE DETAIL N.T.S. ATTACH 12 GA. SOLID TRACER WIRE TO SERVICE LINE. USUALLY LOCATED TWO LOOPS AROUND CORPORATION, TWO LOOPS BETWEEN CURB AND AROUND TOP OF CURB BOX. USE EPDXY FILLED WIRE SIDEWALK NUT AND RUN WIRE INTO HOUSE 24 INCHES ABOVE SIDEWALK FINISHED FLOOR. " ", •' TRENCH STREET CURB III—III—III—III _ I — -I HAND BACKFILL K 0 PLACED ¢w� 11-1 1=1 BACKFILL 4.:': / - N" ,.. , ,, ,,,,,• •'•. CURB BOX CRUSHED ' • ' ... ' —III McDONALD #5601 (5') STONEOR —I I I—III— III —III—III #5603 (5') OR EQUAL /// III—III—III—III—III- o N 10 USE MER SERIES 6650 °a'a'o °o o� I � - = BOX AND GATE VALVE 17110121 DATER MAIN -_ _ %THRUST BLOCK IPETEETEE %// AS (RESTRAINING ANDH'ROTO RING" (SWIVELD ADAPTOR) REQUESTED SPOOL) (SWIVEL TEE PREFERRED) 12" x 12" x 4" CONCRETE PAD BACKFILL W/ GRAVEL TO 18" ABOVE BOTTOM OF HYDRANT STAND PIPE WITHIN 10 -FEET OF THE POINT OF CROSSING. 9) NOMINAL DEPTH OF WATER MAIN 5.5 FEET TO TOP OF PIPE. Bd MAX. - - - BACKFILL WATER SERVICE DETAIL N.T.S. ATTACH 12 GA. SOLID TRACER WIRE TO SERVICE LINE. USUALLY LOCATED TWO LOOPS AROUND CORPORATION, TWO LOOPS BETWEEN CURB AND AROUND TOP OF CURB BOX. USE EPDXY FILLED WIRE SIDEWALK NUT AND RUN WIRE INTO HOUSE 24 INCHES ABOVE SIDEWALK FINISHED FLOOR. " ", •' 0 STREET CURB III—III—III—III _ I — -I HAND PIII—III—III—III-1 _ 11 I —III I—II PLACED —III III _III—I 11-1 1=1 BACKFILL 4.:': / - N" ,.. , ,, ,,,,,• •'•. CURB BOX CRUSHED ' • ' ... ' —III McDONALD #5601 (5') STONEOR —I I I—III— III —III—III #5603 (5') OR EQUAL /// III—III—III—III—III- CORALMLLE ONLY: USE MER SERIES 6650 °a'a'o °o o� I � - = SCREW TYPE FOR D/2 NON -PAVED AREAS 1 / ° ° ° °- ° / I 1" SERVICE PIPECURB _\ BOX ROD 11 I 11 YI. • TYPE K COPPER O D/4 + T I I I I I I I UNDISTURBED SOIL (4" MIN.) CURB STOP McDONALD #6100 OR #6100T CLASS "B" BEDDING MUELLER H15425 N.T.S. LC) U o CORPORATION COCK WHERE PUBLIC OR PRIVATE UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, McDONALD #4701 OR SERVICE SADDLE IS REQUIRED ON PVC OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF #47018 MAIN AND ON ALL 1-1/2" AND 2" TAPS Q THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING SMITH-BLAIR STAINLESS STEEL, EPDXY OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THOSE FACILITIES COATED, DOUBLE STRAP BANDS U FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES NOTE: ALL MATERIAL TO BE OF U.S.A. MANUFACTURE AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND WATER DISTRIBUTION MAIN THEREFORE THEIR LOCATONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE ¢ Lu J THAT THERE MAY BE OTHER FACILITIES IN THE CONSTRUCTION AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN HEREON. IT IS THE CONTRACTOR'S p RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION, AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. KEY PLAN 3 I 4 5 Z m s 3 -710--------------- - HYDRANT DETAIL FOR FUTURE WATER MAIN EXTENSION N.T.S. 20' OF PIPE AFTER VALVE FOR FUTURE EXTEND TRACER WIRE �TO END OF PIPE HOLDING SPOOL OR RODDED (MEGA LUG) SWIVEL OR ANCHOR TEE, CLOW OR TYLER APPROVED EQUAL GATE VALVES: CLOW F-6100 MUELLER RESILIENT SEAT -A-2360-20 AMERICAN FLOW CONTROL (AFC -500) KENNEDY 1571-X U.S. PIPE METRO SEAL 250 BLOCK LOCK / HOLDING SPOOL OR RODDED (MEGA LUG) BLOCK EXTEND TRACER WIRE TO END OF PIPE THRUST BLOCK 4-1/2" FOR 12"0 MAINS OR SMALLER 5-1/4" FOR 16"0 MAINS OR LARGER KENNEDY GUARDIAN K-81 MUELLER SUPER CENTURION 250 AMERICAN DARLING MK -73 FOR 4-1/2" OR B84 -B FOR 5-1/4" CLOW F-2545 MEDALLION 0 C 19 A U w x Lu CIL< U h H mc E:,6 n m 2 a m � moo m'h ,h ¢�No,Ar"r w W Z cD 4E w U U 9 W m F C, m 7 J2'wA� in An 0 / v I N / I I 1 I Q F_ U 1 / I / / I I 1 O I I I I I I I I I I I I I -710--------------- - HYDRANT DETAIL FOR FUTURE WATER MAIN EXTENSION N.T.S. 20' OF PIPE AFTER VALVE FOR FUTURE EXTEND TRACER WIRE �TO END OF PIPE HOLDING SPOOL OR RODDED (MEGA LUG) SWIVEL OR ANCHOR TEE, CLOW OR TYLER APPROVED EQUAL GATE VALVES: CLOW F-6100 MUELLER RESILIENT SEAT -A-2360-20 AMERICAN FLOW CONTROL (AFC -500) KENNEDY 1571-X U.S. PIPE METRO SEAL 250 BLOCK LOCK / HOLDING SPOOL OR RODDED (MEGA LUG) BLOCK EXTEND TRACER WIRE TO END OF PIPE THRUST BLOCK 4-1/2" FOR 12"0 MAINS OR SMALLER 5-1/4" FOR 16"0 MAINS OR LARGER KENNEDY GUARDIAN K-81 MUELLER SUPER CENTURION 250 AMERICAN DARLING MK -73 FOR 4-1/2" OR B84 -B FOR 5-1/4" CLOW F-2545 MEDALLION 0 C 19 A U w x Lu CIL< U h H mc E:,6 n m 2 a m � moo m'h ,h ¢�No,Ar"r w W Z cD 4E w U U 9 W m F C, m 7 J2'wA� in An REV DATE DESCRIP110N ISSUED: 003113 I PROJECT N0: 2010.459.02 © 2013 RDG Planning & Design nESFNLI•FNRNAVEEFNPAFEAVRIBY A➢GUkSPfEfYIYRIAIIE POIECr. MEYANE WIMJAdEDIWMMIMN MNI. ALMD wOmexAaunaswnxuurrl4sxK+Esswanrtu A}PPpVIlAxO PANI1CPAlICN a raw al.,.y a n«tr, Paaaoucllau a P�IIBI®, UTILITY PLAN & PROFILE C4.0 0 v N N Q F_ U O Fz N_ O w LC) U o O Q G U Q 0 ¢ Lu J p KEY PLAN REV DATE DESCRIP110N ISSUED: 003113 I PROJECT N0: 2010.459.02 © 2013 RDG Planning & Design nESFNLI•FNRNAVEEFNPAFEAVRIBY A➢GUkSPfEfYIYRIAIIE POIECr. MEYANE WIMJAdEDIWMMIMN MNI. ALMD wOmexAaunaswnxuurrl4sxK+Esswanrtu A}PPpVIlAxO PANI1CPAlICN a raw al.,.y a n«tr, Paaaoucllau a P�IIBI®, UTILITY PLAN & PROFILE C4.0 E i m I n +4 4 I 5 GRAPHIC SCALE Z 10 20 40 O I ( IN FEET ) 1 inch = 10 ft. I 710 705 700 1 1 2 I 3 I 4 I 5 Ft E FBI C n- 0 0 Z O F— U ti F— UI Z O U 0 O • • Ix - ui U U) Lu w ry C) H U) 75 J U Q 0 0Z (7 0 z z z a J a cc W W Z b,� Z w X�W< Lu zJc�Q zz�Z W O N U C-) m 2 KEY PLAN REV DATE DESCRIPOON ISSUED: 06103/13 PROJECT NO 2010.459.02 © 3013 RDG Planning & Design ,�000,eirs�un.a PF.IYMID m �c wmv[urulr raxnE PmuDcr. TMFr ua rar sonnet Pw u9= ax olrm Pxoccrs on WD1NfN WCAnOx6 WIIHCUfiIE E%FP£$SwA91EN MPFWALANO PARIICPAINXl OL FDGflaryp 6UnI1n PFPRJVJ4TIQY 6PACN�. UTILITY PLAN & PROFILE C4.1 O 1;4- fV GV Q } H U Q O H � O Lu GV Lo _ U (D u Q Q Z Lr - 2 N O Q Q Fes- (� O J ¢ W F- O 3: O U v KEY PLAN REV DATE DESCRIPOON ISSUED: 06103/13 PROJECT NO 2010.459.02 © 3013 RDG Planning & Design ,�000,eirs�un.a PF.IYMID m �c wmv[urulr raxnE PmuDcr. TMFr ua rar sonnet Pw u9= ax olrm Pxoccrs on WD1NfN WCAnOx6 WIIHCUfiIE E%FP£$SwA91EN MPFWALANO PARIICPAINXl OL FDGflaryp 6UnI1n PFPRJVJ4TIQY 6PACN�. UTILITY PLAN & PROFILE C4.1 E T G � FBI C 0 0 4 - - - - - - - - - - -716_ -- _ -_ ___ __--717- SILT FENCE EROSION CONTROL LEGEND COMPACTED NATIVE .....■.mmom SILT FENCE/FILTER SOCK PERIMETER SILT FENCE OR PER LINEAL FOOT STEEL WITH A MINIMUM LENGTH OF 5 FEET. TEMPORARY ROCK CONSTRUCTION ENTRANCE/EXIT SA TEMPORARY SOIL STOCKPILE AREA :n•*;''is. ?"*'Y:."M: •. TEMPORARY PARKING AND STORAGE � DIRECTION OF OVERLAND FLOW CW CONCRETE TRUCK/EQUIPMENT WASHOUT rD DUMPSTER FOR CONSTRUCTION WASTE PR PORTABLE RESTROOM V RIP RAP OUTLET PROTECTION DL DOCUMENT LOCATION (PERMITS, SWPPP, INSPECTION FORMS, ETC.) 01 OTHER MEASURE: ® FILTER SOCK INLET PROTECTION 02 OTHER MEASURE: PROLONGED RAIN INSPECTIONS SHALL BE AT LEAST DAILY. ANY FILTER SOCK BEHIND CURB AT CURB RAMP 03 OTHER MEASURE: TETE ABOVE LISTED ITEMS ARE SHOWN IN THEIR RECOMMENDED LOCATIONS. IF A CONTROL MEASURE IS ADDED OR MOVED TO A MORE SUITABLE LOCATION, INDICATE THE REVISION ON THIS SHEET. THE BLANKS LEFT FOR OTHER MEASURES SHOULD BE USED IF AN ITEM NOT SHOWN ABOVE IS IMPLEMENTED ON SITE, ADDITIONAL PRACTICES FOR EROSION PREVENTION AND SEDIMENT CONTROL CAN BE FOUND IN APPENDIX D OF THE SWPPP. SILT FENCE DETAIL COMPACTED NATIVE O 1. SOIL BACK FILL OR PER LINEAL FOOT STEEL WITH A MINIMUM LENGTH OF 5 FEET. ,,,,—WOOD;I;I; STEEL POST FILTER FABRIC-----. ih11 MAINTENANCE 4 1. SILT FENCES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAIN - UNDISTURBED OR SILT FENCE FABRIC SHALL CONFORM TO I.D.O.T. STANDARD IIIII COMPACTED SOIL PROLONGED RAIN INSPECTIONS SHALL BE AT LEAST DAILY. ANY MINIMUM OF 24" AND A MAXIMUM OF 36" HIGH WHEN REPAIRS NEEDED TO MAINTAIN THE SILT FENCE'S EFFECTIVENESS COMPLETE. SHALL BE MADE IMMEDIATELY. 3. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS Q ROLL CUT TO THE LENGTH OF THE FENCE TO AVOID THE USE 2 SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME OF JOINTS. WHEN JOINTS ARE NECESSARY, THE FILTER CLOTH -�-� INEFFECTIVE PRIOR TO STABILIZING THE UPSLOPE AREAS THE FABRIC �-� :::: SHALL BE REPLACED PROMPTLY. 'I';' III- 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. 4. POSTS SHALL BE SPACED A MAXIMUM OF B FEET APART 1 J -J 11'2"� U LLj I -j I __� -III-� MINIMUM OF 28". FROM THE CONSTRUCTION SITE. 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WIDE O Q BY 12" DEEP ALONG THE UPSLOPE SIDE OF THE POSTS. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS —1 I I—III—I NO LONGER NEEDED SHALL BE DRESSED TO CONFORM WITH THE EXISTING 6. -: GRADE, PREPARED AND SEEDED. III -1 z n I I I I I I 1 I I I L L I I 3 5 GRAPHIC SCALE N. 0 GRAPHIC SCALE I I > 0 5 10 20 40 O ( IN FEET) - - - — 1 inch = 10 ft. D ° p ■ oe' - i ° D'4. IN 4 ok C'j o ° e. p D E Ic C W U O M Z O F_ U 'A�yr' .. _ F r/ I Z O U NI O O • �Z 0 z 2 z J a U W F U Q W M Q U c o O .4� a7 ZZZZ,, S m o uj - < n W c m I- ry c c m m 2 N U V, C7�CT' 1,4 A�}y po m 4Kf�+J�ln An Lu Lu w z 0 z w J U 02 o m W 0 W.0 3 z 0,12 v m p c cm 2007 NNN J7K mOu in Z ~A P W Z On N N z~c�aN Z Z > p W U y U n >�tz U 3 .? o INSTALLATION -111-111-111 _ 11-111- O 1. POSTS SHALL BE EITHER 4" DIAMETER WOOD OR 1.33 POUNDS PER LINEAL FOOT STEEL WITH A MINIMUM LENGTH OF 5 FEET. N STEEL POSTS SHALL HAVE PROJECTIONS FOR FASTENING WIRE MAINTENANCE TO THEM. 1. SILT FENCES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAIN - 2. SILT FENCE FABRIC SHALL CONFORM TO I.D.O.T. STANDARD FALL EVENT OF 0.5 INCHES OR MORE. DURING PERIODS OF SPECIFICATION SECTION 4196.01.A. SILT FENCING SHALL BE A PROLONGED RAIN INSPECTIONS SHALL BE AT LEAST DAILY. ANY MINIMUM OF 24" AND A MAXIMUM OF 36" HIGH WHEN REPAIRS NEEDED TO MAINTAIN THE SILT FENCE'S EFFECTIVENESS COMPLETE. SHALL BE MADE IMMEDIATELY. 3. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS Q ROLL CUT TO THE LENGTH OF THE FENCE TO AVOID THE USE 2 SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME OF JOINTS. WHEN JOINTS ARE NECESSARY, THE FILTER CLOTH INEFFECTIVE PRIOR TO STABILIZING THE UPSLOPE AREAS THE FABRIC SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH SHALL BE REPLACED PROMPTLY. A MINIMUM 6" OVERLAP, AND SECURELY SEALED. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. 4. POSTS SHALL BE SPACED A MAXIMUM OF B FEET APART THEY MUST BE REMOVED WHEN THE DEPOSITS REACH APPROXIMATELY W AND DRIVEN SECURELY INTO THE GROUND ALONG THE FENCE U ONE-HALF THE HEIGHT OF THE FENCE. SILTS REMOVED SHALL BE LLj ALIGNMENT. POSTS SHALL BE DRIVEN INTO THE GROUND A Q PLACED IN A PROTECTED PLACE THAT WILL PREVENT THEIR ESCAPE MINIMUM OF 28". FROM THE CONSTRUCTION SITE. 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WIDE O Q BY 12" DEEP ALONG THE UPSLOPE SIDE OF THE POSTS. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS G U NO LONGER NEEDED SHALL BE DRESSED TO CONFORM WITH THE EXISTING 6. FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE POSTS GRADE, PREPARED AND SEEDED. SUCH THAT THE FABRIC EXTENDS INTO THE TRENCH AS SHOWN LU ABOVE. THE FABRIC SHALL BE FASTENED A MINIMUM OF THREE 5. SILT FENCE SHALL REMAIN IN PLACE UNTIL IT IS NO LONGER NEEDED PLACES ON EACH POST. U AS DIRECTED BY THE POLLUTION PREVENTION PLAN. GENERALLY SILT 7. THE TRENCH SHALL BE BACK FILLED WITH EXCAVATED MATERIAL FENCES SHALL REMAIN UNTIL THE UPSLOPE AREAS ARE STABILIZED AND THOROUGHLY COMPACTED. WITH AN ESTABLISHED GRASS COVER AS A MINIMUM. z n I I I I I I 1 I I I L L I I 3 5 GRAPHIC SCALE N. 0 GRAPHIC SCALE I I > 0 5 10 20 40 O ( IN FEET) - - - — 1 inch = 10 ft. D ° p ■ oe' - i ° D'4. IN 4 ok C'j o ° e. p D E Ic C W U O M Z O F_ U 'A�yr' .. _ F r/ I Z O U NI O O • �Z 0 z 2 z J a U W F U Q W M Q U c o O .4� a7 ZZZZ,, S m o uj - < n W c m I- ry c c m m 2 N U V, C7�CT' 1,4 A�}y po m 4Kf�+J�ln An Lu Lu w z 0 z w J U 02 o m W 0 W.0 3 z 0,12 v m p c cm 2007 NNN J7K mOu in Z ~A P W Z On N N z~c�aN Z Z > p W U y U n >�tz U 3 .? o KEY PIAN I I REV DATE DESCRIFRON RDG Planning & Design P6,Ep61BFMIEHAVEKNPX MOBVMAIR9SGMALLYFOY PROJECT. THEY ARE NOT WARIR FOR NSE ON OTHER PROI OR IN OTHER LOCATIONS MW THE E%RRESS WRITTEN WADVAL AND PARTG NA OFROC%W I&Dom.FrEPMIWCTIDN5PRMiWED. POLLUTION PREVENTION PLAN C5.0 O N N ILo Q O U) N Z W U C� LLj Q Q Z U) O Q ~ G U 3: Q ¢ LU F— O U �q;r KEY PIAN I I REV DATE DESCRIFRON RDG Planning & Design P6,Ep61BFMIEHAVEKNPX MOBVMAIR9SGMALLYFOY PROJECT. THEY ARE NOT WARIR FOR NSE ON OTHER PROI OR IN OTHER LOCATIONS MW THE E%RRESS WRITTEN WADVAL AND PARTG NA OFROC%W I&Dom.FrEPMIWCTIDN5PRMiWED. POLLUTION PREVENTION PLAN C5.0 E FBI C D A 1 716 f 2 SITE PREPERATION PLAN SOUTH 1"=10' CALL BEFORE YOU DIG, ONE CALL TOLL FREE 1-800-292-8989 SCALE: 1" =10' 0 10' 20' 30' NORTH 3 4 GENERAL NOTES 1. THE TOPOGRAPHIC AND BOUNDARY SURVEY USED AS THE BASIS FOR THIS DRAWING WAS PREPARED BY (SEE SHEET G0.01): MMS CONSULTANTS, INC. 1917 SOUTH GILBERT ST. IOWA CITY, IA 52240 319-351-8585 2. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED IN THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. 3. ALL WORK SHALL COMPLY WITH ANY APPLICABLE CITY, COUNTY, STATE, AND FEDERAL CODES, ORDINANCES, REGULATIONS, AND RULES. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS TO COMPLETE THE WORK UNLESS OTHERWISE INDICATED. 5. PRIOR TO ANY EXCAVATION, OR OTHER WORK AT THE SITE, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER, ARCHITECT, LANDSCAPE ARCHITECT, AND/OR CIVIL ENGINEER AND, CONSULT WITH OWNER'S PERSONNEL ALL UTILITY COMPANY REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. 6. FOR UNDERGROUND UTILITY LOCATES CALL IOWA ONE -CALL AT 1-800-292-8989,48 HOUR NOTICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERGROUND LOCATES NOT COVERED BY THE IOWA ONE -CALL SYSTEM. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON DAMAGE TO ANY UTILITY LINE, OR APPURTENANCE, OR INTERRUPTION OF THEIR SERVICE. IF DAMAGE TO UTILITIES AND/OR UTILITY STRUCTURES OCCURS DUE TO FAILURE TO COMPLY WITH THIS PROVISION, THE DAMAGED UTILITY SHALL BE REPAIRED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER OF THE UTILITY. 7. FIELD VERIFY ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES, CONDUITS, POLES, TREES, PAVING, BUILDINGS, AND OTHER SITE FEATURES TO REMAIN PRIOR TO DEMOLITION ACTIVITIES OR OTHER CONSTRUCTION ACTIVITIES. IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES BEFORE COMMENCING WITH THE INTENDED WORK. 8. ALL SOIL AND OTHER DEBRIS SPILLED OR TRACKED ONTO THE PUBLIC R.O.W. OR ADJACENT PROPERTIES SHALL BE CLEANED -UP BY THE CONTRACTOR AT THE END OF EACH WORK DAY. 9. ALL CONSTRUCTION FENCING AND ANY EROSION CONTROL REQUIRED BY THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE INSTALLED PRIOR TO ANY ACTIVITY ON THE SITE. 10. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL FOR ALL WORK WITHIN STREET RIGHTS OF WAY. TRAFFIC CONTROL SHALL CONSIST OF BARRICADES, SIGNAGE, AND LIGHTS AS NECESSARY TO PROTECT VEHICLE AND PEDESTRIAN TRAFFIC IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CURRENT EDITION. 11. ALL EXISTING STREET AND TRAFFIC CONTROL SIGNS THAT ARE IN CONFLICT WITH CONSTRUCTION SHALL BE REMOVED AND RESET BY THE CONTRACTOR. CITY SHALL DIRECT RESETTING OF SIGNS. CONTRACTOR SHALL PROVIDE NECESSARY SIGNS, BARRICADES, LIGHTS, AND FLAGMEN TO INSURE THE SAFE FLOW OF VEHICULAR AND PEDESTRIAN TRAFFIC. 5 6 LEGEND: PREPARATION PLAN REMOVE EXISTING PAVEMENT, CURB, AND GUTTER; REMOVE TO NEAREST PAVEMENT JOINT; LEGALLY DISPOSE OF OFF SITE. REMOVE EXISTING LANDSCAPING; GRUB STUMPS; REMOVE STONE MULCH; LEGALLY DISPOSE OF OFF SITE. EXISTING TREE TO BE REMOVED. GRUB STUMPS AND LEGALLY RECYCLE OFF SITE. KEYED NOTES: PREPARATION PLAN REMOVED ITEMS TO BE LEGALLY DISPOSED OR RECYCLED OFF SITE. COORDINATE STORAGE & DELIVERY OF SALVAGED ITEMS WITH OWNER. O (D • O O O O 16 17 18 19 20 21 O DO NOT DISTURB: PROTECT FROM DAMAGE REMOVE LIGHT POLE & FOOTING; SALVAGE LIGHT POLE. DE -ACTIVATE CIRCUIT AT PANEL EXISTING TREE TO REMAIN; PROTECT FROM CONSTRUCTION OPERATIONS WITHIN DRIP LINE. REMOVE AND SALVAGE EXISTING SIGN AND POST. DELIVER TO CITY FOR STORAGE. EX. VAULT BOX TO REMAIN. PROTECT FROM DAMAGE UTILITY FIXTURE TO REMAIN. ADJUST FIXTURE TO FINISHED GRADE EXISTING RETAINING WALL TO REMAIN. PROTECT FROM DAMAGE. REMOVE EXISTING CURB AND GUTTER. EXTENTS TO BE VERIFIED WITH NEW CONSTRUCTION. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROLS, PER TRAFFIC CONTROL PLAN, PER MUTCD PLAN. STOP SIGN SHALL BE REPLACED. REMOVE AND DISPOSE DEBRIS AND SOD FROM ADJACENT CONSTRUCTION SITE WITHIN CONTRACT LIMIT LINE. REMOVE 24" DIA. RCP PIPE. REMOVE ADJACENT SIDEWALK TO NEAREST JOINT LINE. REMOVE EXISTING MANHOLE. REMOVE EXISTING STORM INTAKE. FILL 24" DIA. RCP PIPE WITH FLOWABLE GROUT. ABANDON IN PLACE. REMOVE MANHOLE TOP TO TOP OF PIPES. FILL REMAINDER WITH FLOWABLE GROUT. FILL 18" DIA. RCP PIPE WITH FLOWABLE GROUT. ABANDON IN PLACE. REMOVE 12" DIA. RCP PIPE. FILL 8" WATER MAIN WITH FLOWABLE GROUT. ABANDON IN PLACE. REMOVE AND REUSE 8" GATE VALVE. SEE SHEET C4.1 REMOVE AND REUSE FIRE HYDRANT AND AUXILIARY VALVE. SEE SHEET C4.1. INSTALL 6" CAP WITH THRUST BLOCK AT 6" BRANCH OF TEE. REMOVE TOP AND WING SECTION OF INTAKE. PROTECT INTAKE BOX WALLS. E C MATCHLINE C CONTRACT LIMIT LINE SITE PREPERATION PLAN 1"=10' 2 3 4 5 L" • z 0 • z z z a a n U Q 0 W Q U U) H w w n000 UI W NW I..L U) _Q J J C z� LuZwa w¢m� 2f Da ZZn�a? �00OF, lA3c? W KEY PLAN REV DATE DESCRIPTION ISSUED 06103113 PROJECT NO: 2010.459.02 © 2013 RDG Planning & Design PROJECT. T IEY ME NOT SU ITME FOR USE ON MER PROJECTS OR wO1 EA LO 00NS WHOM 1IE EX% % WitlTTEN MFROVkMD pm11 1NN 0 'R.."e0 , REFPODWT"0 PROHISnEO. SITE PREPERATION PLAN L1.01 O N N Ln Q H- U Q O cf) O Lu `n U Z � Q 2 O Q U Q O J Q } Lu KEY PLAN REV DATE DESCRIPTION ISSUED 06103113 PROJECT NO: 2010.459.02 © 2013 RDG Planning & Design PROJECT. T IEY ME NOT SU ITME FOR USE ON MER PROJECTS OR wO1 EA LO 00NS WHOM 1IE EX% % WitlTTEN MFROVkMD pm11 1NN 0 'R.."e0 , REFPODWT"0 PROHISnEO. SITE PREPERATION PLAN L1.01 E PJ 0 1 I 2 TYP. BENCH, SEE 86/1-5.01 TYP. BIKE RACK, SEE DETAIL D1 / L5.01 18'-0" - ----- - - ----- -- i- - - - i i -i i -i -i -i -i- i -Emu i -i B1 1 1.5.01 D4 ALIGN P.A. L5.01 EJ I e1A e r_, ' LAWN P.A. EJ D5 c 1-501 L5.01 LAWN DETECTABLE 'PED. RAMP TYPE 1, WARNING PAVER, SEE C1/L5.01 SEE E315.01 ' BUS STOP SIGN. COORDINATE NO PARKING SIGN. COORDINATE W/OWNER'S REPRESENTATIVE W/OWNER'S TREPRESENTATIVE L PED. LIGHT, SEE EJ EC. SHEETS C, 1 � � I 0 O m m m,I 0' REPLACE P.C.C. WALK z TO NEAREST JOINT. o 0� m ° e ° SITE LA 1"=10' UTH 4 NORTHWEST PAVER LAYOUT 3/16"= V-0" 0156 i1,COLOR 2 PAVER E1,COLOR 1 PAVER SEE 7S NORTHEAST PAVER LAYOUT 3/16" = V-0" 0156 SEE fS OR2 OR 1 5 GENERAL NOTES 1. THE BOUNDARY SURVEY (SEE SHEET G0.01) USED FOR THE BASIS OF THIS DRAWING WAS PREPARED BY: MMS CONSULTANTS 1917 SOUTH GILBERT ST. IOWA CITY, IOWA 52240 PHONE: 319-351-8282 2. ALL WORK SHALL COMPLY WITH ANY APPLICABLE CITY, COUNTY, STATE, AND FEDERAL CODES, ORDINANCES, REGULATIONS, AND RULES. 3. VERIFY COORDINATES PRIOR TO CONSTRUCTION. 4. ALL DIMENSIONS ARE FROM BACK OF CURB TO BACK OF CURB, EDGE OF PAVEMENTS, PROPERTY LINES, OR FACE OF FOUNDATION WALLS, UNLESS OTHERWISE NOTED. NOTED ON THE PLAN IF THE DIMENSION IS TO A BUILDING GRIDLINE. 5. THE CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY TRAFFIC SIGNS AND/OR BARRICADES DURING CONSTRUCTION IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AS AMENDED AND ACCEPTED BY THE LOCAL CONTROLLING AUTHORITY. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO PUBLIC WORKS/ENGINEERING PRIOR TO COMMENCING ANY WORK WITHIN THE CITY R.O.W. 6. THE PAVING CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE WHEN CONCRETE FORMWORK IS COMPLETE PRIOR TO CONCRETE POUR, FOR REVIEW AND APPROVAL. NO COMPENSATION FOR REMOVAL AND REPLACEMENT OF INSTALLED PAVEMENT, DUE TO UNAPPROVED LAYOUT WILL BE ALLOWED RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. PRIOR TO PAVEMENT JOINTING, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR A PRE -JOINTING CONSTRUCTION MEETING.NOTIFY OWNER'S REPRESENTATIVE A MINIMUM OF FIVE (5) DAYS IN ADVANCE FOR REVIEW. 7. CONTRACTOR REQUIRED TO ESTABLISH PERMANENT PROPERTY CORNER. SUBMIT LOCATIONS, TYP. 8. SEE CIVIL SHEETS FOR ROADWAY AND CURB. LEGEND: UNIT PAVERS COLOR 1 UNIT PAVERS COLOR 2 P.C.C. WALK a< ° a /, P.C.C. PAVEMENT 4 MATCHLINE CONTRACT LIMIT LINE P.A. PLANTING AREA EJ EXPANSION JOINT I I I TYP. SIDEWALK PAVER TYP, TRASH RECEPTACLE, SEE D6/L .01 I I LAYOUT, SEE D3/L5.01 I ' TAPER EDGE OF PC.C. WALK TO ALIGN EDGE OF PC.C. WALK W/ I TYP. RECT. I EWALK PAVER I ( ♦ I TYP. RECT. SIDEWALK PAVER ADJACENT WALK. FIELD VERIFY. ADJACENT WALK. FIELD VERIFY. j (� LAYOUT, SEE D4/L5.01 LAY T, SEE D4/1-5.01 3'"5 I ' Poo DETECTABLE WARNING PAVER, r DETECTABLE WARNING PAVER, DETECTABLE WARNING PAVERS, I , P.A. SEE E3/L5.01 - - - - - P.A. P A ^ SEE 311-5.01 P A PA. SEE E3/1-5.01 P.A. P.A. o E P.A. C. 11111111107 - - - - - EJ e e EJ = EJ LAWN - - - - - LAWN 0 EJ - - - P A DETECTABLE WARNING LAWN ° - - - - - " P.A. LAWN \ LAWN D5 I ' I n D5 LAWN DS LAWN PAVER, SEE E3/L5.Ot ® D5 LAWN DETECTABLE WARNING PAVERS, i DETECTABLE ? y DETECTABLE WARNING PAVER, 1-5.01 P.A. SEE E3/L5.01 1-5.01 P A D P.A. 1-5.01 1-5.01 nP. WARNING SEE E3/1-5Fill.01 nP. I , PAVER, SEE � __ E3/L5.01 NPARKING SIGN. COORDINATE r L3D01 - - - - - _j m PED. LIGHT, SEE ELEC. PLANS i B3 4 84 STREET LIGHT, SEE ELEC. SHEETS - 1-5.01 _ 05.01 nP G WI OWNER'S REPRESENTATIVE nO STORM INLET, SEE CIVIL SHEETS C NO PARKING SIGN. COORDINATE SEE DETAIL C1/1-5.02 FOR m a W/ OWNER'S REPRESENTATIVE n a �' �, CROSSWALK DETAILS Em T� o =° 0 WILLIAM STREET � m _ n �� m I o I - ,� STOP SIGN. COORDINATE W/OWNER'S REPRESENTATIVE p P.A. "2 ADA SIG . COORDINATE ADA SIGN. COORDINATE WIOWNER'S REPRESS T IVE W/OWNER'S R PRESENTATIVE i TYP. SIDEWALK PAVER LAYOUT, SEE D3/L5.01 PED RAMP TYPE 1 B2 h I SEE C1/L5.01 P.A. TYP:�, ALIGN- - Fn 0 n ,,, o I I; i° now- m P.A. BY OTHERS I .0 I 1-5.01 ALIGN PAVER SQUARE WITH ALIGN PAVER SQUARE WITH CENTERLINE OF BUILDING FACE CENTERLINE OF BUILDING FACE I SITE LAYOUT PLAN FUTURE MEDICAL OFFICE BUILDING STREET LIGHT, SEE ELEC. PLANS r. P.A. G 18'-6" 10'-0" / 4 ° TYP. o e 1 PED. RA MP TYPE 2 ADASIGN. CO RDINATE W/ NER'S REPRES NTATIVE P.A. PED. RA P TYPE 1 SE C115.01 b o SEEC4/5.014 e 0 931K RACKS N CONC, m SEE L5.01 13 E2 5.01 ALIGN PAVER SQUARE V CENTERLINE OF BUILDING PAC 3 0 5 r_.. m m m m M m m° • III Ili II it III B., 0- 1 320 %1 11111 .O _� --I '-------------- • • •° I N ------- ili =Llllliiiiiiiiiiii!l • • • I --- ss=_-_ 1 1 enem-ne== 1 - -- ---=---- 14 eeenemenee _=- -• 111 C�II�III�II-CO X11 l_ • _______ 111=--nemaile= � iliu 11 enlnnnlno 1 �S6►� � - _ _____ _- 111 Illnlnnmmmn nnnmmmnnmil -_ _ e•� 11111111111111111111 .1 A� 111111111111111111 ----- --1 V� _ _IIIIIIIIIIIIIP � AI � X11111111111111_-- mcm--III-1-1-- - ---=IIOI2IiI-- - -- ----- -- . -� CHOICE 10 ---__- __ - 3IIIII IIIIIO = �=1111111 11. III =- =--- =�- -11111111111111. C = -1111111111111110 = =� ------- a - -- ===- _ 111111111111111111 0 --_-_--_ -_-_--__ _. _ 111111111111111111 _ - ------ 1111111111111111111111111 -__---- -_ 111111111111111111111111 ---------- 4 5 SCALE: 1"= 10' 010' 20' 30' 6 0 E �I- • OZ � 1-7 N 0 • 0 Z z Z J OLU W x < W U �= o 2 zm� 1=0,0 U c < v m HwccmOQ xn ��NN no ai th vh W W Z 0 z W U U � � D m c W Zcce7O m 'c c Ha L°om x V, C7ENN o ^O JKM86 U 1- Z N a Z w v W LuWZ, N Z� 7< Z Z j F m 000 < m � m U� REV DATE DESCRIPTION ISSUED: 06M13 I PROJECT NO: 2010.459.02 I © 2013 RDG Planning & Design rhes wolMexrs xxxl sw PSP.wP"s aw u m sxcPrnur 1qi MI PRaecr. Tx EY ARE x"T surtAes POR us ax amen Pxnlscrs aR IN 0114:AL"GIpN"WI1HgR1HEfIDNE56 vmmPx MPROVALM9 PAFIICPAMNI OF "]G P+PN 6 Oegr. PBROpLCf KK! 5 PFMIBIIEO. SITE LAYOUT PLAN L3.01 O d• CV CV 1-.C) H C) O U) N H U I-- W u- ¢ a Z - uj ~ O Q U LL Q O __j j w p KEY PLAN REV DATE DESCRIPTION ISSUED: 06M13 I PROJECT NO: 2010.459.02 I © 2013 RDG Planning & Design rhes wolMexrs xxxl sw PSP.wP"s aw u m sxcPrnur 1qi MI PRaecr. Tx EY ARE x"T surtAes POR us ax amen Pxnlscrs aR IN 0114:AL"GIpN"WI1HgR1HEfIDNE56 vmmPx MPROVALM9 PAFIICPAMNI OF "]G P+PN 6 Oegr. PBROpLCf KK! 5 PFMIBIIEO. SITE LAYOUT PLAN L3.01 E IN 1 2 I AM + + + + + + + + + + + + + + + + (Do ' I 17 ' ' AM 13 I 1 16 SA I O GD GD I Z' 13 ' SB 4.4 z ALUMINUM LA b6�ApE ^' ED NG,T(P., FF' F LANDSCAPE PLAN - 1'=10' 3 4 5 1 6 PLANT SCHEDULE 0 ABBR. COMMON NAME BOTANICAL NAME QTY SIZE NOTES OVER STORY TREES GB Maidenhair tree Ginkgo biloba'Princeton Sentry' 6 2" B&B GO Kentucky Coffeetree Gymnocladus dioecus 8 2" B&B Q SHRUBS AM Black Chokeberry Aronia melonocarpa 24 5 gal. CONT. SA Anthony Waterer Spirea Spirea sp. 'Anthony Waterer 119 5 gal. CONT. O GRASSES AND PERENNIALS CA Karl Foerster Featherreed Grass Calamograstis x acutiflora 'Karl Foerster 92 1 gal. CONT. HS Red Daylily Hemerocallis sp. 194 1 gal. CONT. RH Black Eye Susan Rudbeckia fulgita'Goldstrum' 56 1 gal. CONT. SB Blue Hill Salvia Salvia x sylvestris'Blue Hill' 140 1 gal. CONT. SOD Poa pratensis Kentucky Blue Grass GENERAL PLANTING PLAN NOTES 1. QUANTITIES SHOWN IN THE PLANT SCHEDULE ARE FOR INFORMATION ONLY. THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS. 2. PRIOR TO ANY EXCAVATION AT THE SITE, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER, ARCHITECT, LANDSCAPE ARCHITECT, AND/OR CIVIL ENGINEER AND, CONSULT WITH ALL UTILITY COMPANY REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS. 3. FOR UNDERGROUND UTILITY LOCATES CALL IOWA ONE CALL AT 1-800-292-8989,48 HOUR NOTICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERGROUND LOCATES NOT COVERED BY THE DIGGERS HOTLINE SYSTEM. NO COMPENSATION FOR DAMAGES TO EXISTING UTILITIES WILL BE ALLOWED RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. 4. THE LANDSCAPE CONTRACTOR SHALL PROTECT ALL UTILITIES, STRUCTURES AND SITE IMPROVEMENTS. ANY DAMAGE SHALL BE REPAIRED BY THE LANDSCAPE CONTRACTOR AT NO COST TO THE OWNER. 5. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING FIVE (5) DAYS PRIOR TO THE ANTICIPATED DATE FOR REVIEW OF THE PLANT LOCATION STAKING. REVIEW TO BE REQUESTED PRIOR TO EXCAVATION OF THE PLANTING PITS. 6. FINISHED GRADES IN ALL LANDSCAPE AREAS ARE TO BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY SEEDING, SODDING, OR PLANTING. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR REVIEW FIVE (5) DAYS PRIOR TO THE DESIRED DATE OF REVIEW. NO COMPENSATION FOR RE -SEEDING, RE -SODDING, OR RE -PLANTING OF AN AREA REQUIRING REMEDIAL GRADING SHALL BE ALLOWED RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. 7. INSTALL SEED OR SOD IN THE AREAS INDICATED ON THE PLAN. 8. SOD, SEED, OR PLANT ALL DISTURBED AREAS 9. REMOVE AND REPLACE ANY EXISTING TURF DAMAGED DURING CONSTRUCTION 10. PLANT LABELS AND TAGS SHALL BE LEFT ON THE PLANT MATERIAL UNTIL AFTER THE INITIAL INSPECTION BY THE LANDSCAPE ARCHITECT. 11. PRUNE ALL EXISTING TREES THAT REMAIN AS FOLLOWS: A. REMOVE BROKEN LIMBS B. REMOVE CROSSING LIMBS C. REMOVE ROOT SPROUTS & SUCKERS D. ANY MULTISTEMMED TREES - REMOVE STEMS LESS THAN 2" DIAMETER E. ALL DECIDUOUS TREES -ELEVATE TREE LIMBS TO ALLOW 10' HT. CLEAR. F. SHAPE TREE TO ITS CHARACTERISTIC FORM 12. CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS & PERENNIALS TO A MINIMUM DEPTH OF 3 INCHES 13. HARDWOOD MULCH SHALL NOT BE ARTIFICIALLY DYED. SUBMITTAL OF HARDWOOD MULCH IS REQUIRED FOR APPROVAL BY LANDSCAPE ARCHITECT. 14. BACKFILL TO TOP OF CURB OR TOP OF PAVEMENT WITH SOIL (MINUS 1-1/2" FOR SOD AND 4" FOR PLANTING BEDS 15. ALL DEBRIS SHALL BE CLEANED -UP BY THE CONTRACTOR AT THE END OF EACH WORK DAY. 16. ALL LANDSCAPE BEDS NOT BOUNDED BY PAVEMENTS SHALL RECEIVE ALUMINUM EDGING. SEE SPECIFICATIONS AND PLAN FOR LOCATIONS. 17. PLANT SCHEDULE IS THE TOTAL AMOUNT OF PLANTS FOR SHEET L4.01. 18. SEE DETAIL SHEET L5.01 FOR PLANTING DETAILS. LEGEND o EXISTING TREES i mKENTUCKY BLUEGRASS SOD 1'=10' PLAN - NORTH iii 2 3 4 5 SCALE: 1"= 10' 0 10' 20' 30' 6 1 EI 01 0i j V U) z W U Z O U N� F_ z: V J Z 0 U 0 C) I U 0 n W U H LU LU H Cn H W NW U) Q J • • oz O N z z z Q J a cr w w z 0 z w U_ Um wo.A z`=��m �a L°omCb Ocm, a J K m n n Z N CC (6 LLI Z W � m Z J U• ZLL1Z F m � 0U y V u n Q C? KEY PLAN REV DATE ISSIkD: 06/03/13 1 PROJECr NO: 2010.459.02 © 2013 RDG Planning & Design r�cs""o.Nansxl�®I rcar.� nrocu k sxacNurOPPE aRoa:cr. nrtrePl=xmsuR4e�EaR�sEaoricRm9,fcrsax Ix orx6R �ornrals xlmour me ExrRess wwr1E� ePaxovu au r�r�nox a Iwc Patip a o"s+x[axaoucra� ¢ cnoxiNim SITE PLANTING PLAN L4.01 0 N N Ln Q U Q O H cn o ZO w N H tii U C� LU Q Q Z ~ U LL_ a o J Q } LU J o O U �qd_ KEY PLAN REV DATE ISSIkD: 06/03/13 1 PROJECr NO: 2010.459.02 © 2013 RDG Planning & Design r�cs""o.Nansxl�®I rcar.� nrocu k sxacNurOPPE aRoa:cr. nrtrePl=xmsuR4e�EaR�sEaoricRm9,fcrsax Ix orx6R �ornrals xlmour me ExrRess wwr1E� ePaxovu au r�r�nox a Iwc Patip a o"s+x[axaoucra� ¢ cnoxiNim SITE PLANTING PLAN L4.01 BUILDING FACADE EXPANSION JOINT 5" CONC. SIDEWALK 12"COMPACTEDSUBGRADE E UNDISTURBED SUBGRADE TYP. SECT: P.C.C. SIDEWALK (� BUILDING FACADE BUILDING FA ---- EXPANSION, PCC CONC. 1" BITUMINOUS SETTIN( TYPE 1 PAVERS, COLOR VA SEE P 5" CONC. 12" COMPACTED SUBG UNDISTURBED SUBGI TYP. SECT: UNIT PAVERS (c)_ BUILDI CAST -IN-PLACE BIKE RACK N.T.S. / DO NOT SCALE N.T.S. / DO NOT SCALE 3/4" =1'-0" 0833 0833 0625 BIKE RACK FOOTING BIKE RACK PCC PAVERS TYP. PLAN: BICYCLE RACKS @ UNIT PAVERS NOTE: FOR UNIT PAVER CURB RAMPS, SEE DETAIL C4, THIS SHEET. WIDTH VARIES SEE PLAN MED. BROOM FINISH FLARED SIDES 0.5' 0.5' 1:12 MAX SLOPE 1:12 MAX SLOPE (8.33%) MED. BROOMED SURFACE C SLOPE 4 SLOPE �M 5, ............ ..... ....... 0.5' - ' 0 L 6'-O'0.0' 0.0 BACK OF CURB TRUNCATED DOME TILE C6 FRONT OF CURB L5.01 EXPANSION JOINT TYPICAL PLAN: PCC CURB RAMP TYPE 1 S, INSTALL PER COMMENDATION IC. SIDEWALK ISION JOINT, TYP. MPACTED SUBGRADE FOOTING °AVER TYPE 1, SEE PLANS FOR IR AND PATTERN ruMINOUS SETTING BED 4INUM PAVER EDGING, SPECS PSOIL NC. BASE DMPACTED SUBGRADE CONIC. FOOTING CAST -IN-PLACE BIKE RACK UNIT PAVERS O TYP SECTION: P.C.C. PAVERS TURF D2 3/4" =1'-0" D3 N.T.S. I DO NOT SCALE 0625 NOTE: FOR UNIT PAVER CURB RAMPS, SEE DETAIL 0.5 C4, THIS SHEET. FLARED SID 0.00 MED. BROOM FINISH WIDTH VARIES P.C.C. MED. MED. BROOM FINISH SEE PLAN ADJACENTTURF BROOM FINISH 1:12 MAX SLOPE0.50 0.510 (8.33%) FLARED SIDES CE L5,01 MED. BROOM FINISH .......... •••• •••••••• TRUNCATED DOME TILE 0.0 0.50 0.50 ' MATCH EXISTING CURB AND ...... . .....::•::...::: 0.50 ; GUTTER LOCATIONS 0.00 0.00 BACK OF CURB 1:12 MAX SLOPE (8.33°k) FACE OF CURB FACE OF CURB TRUNCATED DOME TILE BACK OF CURB C6 NEW P.C.C. GUTTER EXPANSION JOINT ADJACENT TURF NOTE: FOR UNIT PAVER L5.01 NEW P.C.C. GUTTER CURB RAMPS, SEE DETAIL C4, THIS SHEET. N.T.S. N.T.S. TYPE 1 P.C.C. PAVER, SEE PLANS FOR COLOR AND PATTERN TYP. EXPANSION JOINT 16" #4 BAR @ 30" O.C. CONIC. SIDEWALK 1" BITUMINOUS SETTING BED 12" COMPACTED SUBGRADE TYP. KEYWAY P.C.0 CURB, SEE P.C.0 CURB, SEE CIVIL SHEETS a CIVIL SHEETS F 4N -°° - _ oG ° d 4- d: u — _ d d ° ° B N.T.S. 2'-0" TYPICAL 1/4" =1'-0" PL-EPTG.TREE-0208 4 DO NOT CUT LEADER ON TREES �— WRAP TRUNK WITH APPROVED TREE WRAP TO FIRST BRANCH; WRAP ONLY SOFTWOOD TREES TREE STAKE W/ NYLON STRAPS AROUND TRUNK ON WIRE STRAPS SET ROOTBALL APPROXIMATELY 3" HIGHER THAN FINISH GRADE 3" DEEP MULCH CUT ANY SYNTHETIC CORDS OR TOP X OF WIRE BASKET AROUND ROOTBALL AND TRUNK BACKFILL PIT WITH AMENDED TOPSOIL �SUBGRADE SET ROOTBALL COMPACTED SUBGRADE PLANTING PAVER TYPE 1, SEE PLANS FOR DR AND PATTERN ITUMINOUS SETTING BED MINUM PAVER EDGING, SPECS JTINGS, SEE L3.0 SHEETS 1RDWOOD MULCH ONC.BASE WENDED SOIL ;OMPACTED SUBGRADE TYP SECTION: P.C.C. PAVERS PLANTING BED 1/2" = V-0" PL-EPTG-DECISHRB-0417 I 1/2" =1'-0" PGEPTP-PERE-0417 fS AT SAME LEVEL AS CONTAINER S SPEC -D, 3" MIN DEPTH TOPSOIL, AS SPEC'D. MIN. »:10Ir EI TURF LITTER / RECYCLING RECEPTACLE, TYP. INSTALL PER MANUFACTURER'S 6"TOPSOIL RECOMMENDATIONS, SEE SPECS FOR MODEL & FINISH INFORMATION. ALUMINUM EDGING, SEE SPECS PLANTINGS, SEE L3.0 SHEETS STEEL ANCHOR, EMBEDDED INTO CONCRETE 3" HARDWOOD MULCH 12" ALUMINUM STAKE 5" CONIC. BASE d 12"COMPACTEDSUBGRb 18" AMENDED SOIL UNDISTURBED SOIL TYP SECTION: ALUMINUM EDGING @ TURF / PLANTING BED TRASH /LITTER RECEPTACLE @SIDEWALK N.T.S. / DO NOT SCALE U N.T.S:/ DO NOT SCALE /4" =1'-0" CONTRACTOR TO SAW CUT PAVERS@ RAMP LENGTH CONTROL JOINT @ 3/4' DEPTH 1:12 MAX. SLOPE CONTROL JOINT BACK OF CURB MED. BROOM TRUNCATED DOME VARIES SEE PLAN FINISH DETECTABLE MED. BROOM TYPE 1 UNIT PAVERS, SEE PLANS FOR COLOR AND PATTERN WARNING PAVER,FINISH SAWED JOINT 8.33% MAX. SLOPE 2% MAX. SLOPE 2% MAX. SLOPE a:.nyix,.m, , C 2 d..° d. ° °, °'.. a _ d d a DROP CURB 1_6" T-6" d d EXPANSION JOINT EXPANSION JOINT DROP CURB CONCRETE RAMP& WING AREA TO THICKNESS TO BE 9" MIN. 1 TYP SECTION: P.C.C. PAVERS CURB RAMP �O TYP. SECTION: CURB RAMP / N.T.S. / DO NOT SCALE C6 1/2" = V-0" PECURD-RAMP-SECI-PVRS 0833 PC-GONG-RAMP-SECF-0417 5" CONCRETESUBSLAB 12" COMPACTED SUBGRADE UNDISTURBED GRADE —LIMIT PRUNING TO DEAD AND BROKEN BRANCHES 1,_0" SET ROOTBALL AT SAME LEVEL UNDISTURBED SOIL UNDISTURBED AS FINISHED GRADE 12" MULCH - AS SPECIFIED, 3" DEPTH PREPARE 3" MIN. SAUCER UNDISTURBED SUBGRADE AROUND PIT i lBACKFILL 1- PIT WITH AMENDED TOPSOIL �/- — — -III-III-I I I_ SUBGRADE O CUT ALL SYNTHETIC CORDS FROM ROOTBALL AND TRUNK @�jTYP .T.S. I DONOT SCALE N.T.S. I DO NOT SCALEg4 SET ROOTBALL ON N.TS.DO NOT SCALE UNDISTURBED SUBGRADE TYPICAL SECTION: SHRUB PLANTING 1/2" = V-0" PL-EPTG-DECISHRB-0417 I 1/2" =1'-0" PGEPTP-PERE-0417 fS AT SAME LEVEL AS CONTAINER S SPEC -D, 3" MIN DEPTH TOPSOIL, AS SPEC'D. MIN. »:10Ir EI TURF LITTER / RECYCLING RECEPTACLE, TYP. INSTALL PER MANUFACTURER'S 6"TOPSOIL RECOMMENDATIONS, SEE SPECS FOR MODEL & FINISH INFORMATION. ALUMINUM EDGING, SEE SPECS PLANTINGS, SEE L3.0 SHEETS STEEL ANCHOR, EMBEDDED INTO CONCRETE 3" HARDWOOD MULCH 12" ALUMINUM STAKE 5" CONIC. BASE d 12"COMPACTEDSUBGRb 18" AMENDED SOIL UNDISTURBED SOIL TYP SECTION: ALUMINUM EDGING @ TURF / PLANTING BED TRASH /LITTER RECEPTACLE @SIDEWALK N.T.S. / DO NOT SCALE U N.T.S:/ DO NOT SCALE /4" =1'-0" CONTRACTOR TO SAW CUT PAVERS@ RAMP LENGTH CONTROL JOINT @ 3/4' DEPTH 1:12 MAX. SLOPE CONTROL JOINT BACK OF CURB MED. BROOM TRUNCATED DOME VARIES SEE PLAN FINISH DETECTABLE MED. BROOM TYPE 1 UNIT PAVERS, SEE PLANS FOR COLOR AND PATTERN WARNING PAVER,FINISH SAWED JOINT 8.33% MAX. SLOPE 2% MAX. SLOPE 2% MAX. SLOPE a:.nyix,.m, , C 2 d..° d. ° °, °'.. a _ d d a DROP CURB 1_6" T-6" d d EXPANSION JOINT EXPANSION JOINT DROP CURB CONCRETE RAMP& WING AREA TO THICKNESS TO BE 9" MIN. 1 TYP SECTION: P.C.C. PAVERS CURB RAMP �O TYP. SECTION: CURB RAMP / N.T.S. / DO NOT SCALE C6 1/2" = V-0" PECURD-RAMP-SECI-PVRS 0833 PC-GONG-RAMP-SECF-0417 5" CONCRETESUBSLAB 12" COMPACTED SUBGRADE UNDISTURBED GRADE TYPICAL SECTION: SAWN CONTROL JOINT N.T.S. 1 TYP. SECTION: EXPANSION JOINT N.T.S. 2 TYP SECTION: REINFORCED CONSTRUCTION JOINTS N.T.S. / DO NOT SCALE 3 SECTION: 11/2" =1'-0" PC-C0NC-CNJS-KEYD-1250 COMPACTED SUBGRADE TYP SECTION: P.C.C. PAVER N.T.S. / DO NOT SCALE TYPE 1 PCC PAVER, SEE PLANS FOR COLOR AND PATTERN 1" BITUMINOUS SETTING BED 5" CONCRETESUBSLAB 12" COMPACTED SUBGRADE TYPE 1 P.C.C. UNIT PAVER, SEE PLANS FOR COLOR AND PATTERN 5" CONCRETE SUBSLAB ENGINEERING FABRIC #4 REBAR @ 24O.C.. 24" LONG 2" MIN. CLEARANCE d — —CONCRETE WALK o _ d. 12"COMPACTEDSUBGRADE BENCH, TYP. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEE SPECS FOR MODEL & FINISH INFORMATION. iOlii®� �_ • • HIS 11 0 Hill EMBEDDED 3/4" =1'-0" -0525 BENCH, TYP. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEE SPECS FOR MODEL & FINISH INFORMATION. TYPE 1 P.C.C. UNIT PAVERS, SEE PLANS FOR COLOR AND PATTERN 1" BITUMINOUS SETTING BED a 5" CONC. BASE m °`° EXPANSION JOINT, TYP. A ax G ° CONIC. FOOTING d ° U N.T.S. / DO NOT SCALE 3/4" =1'-0" -0625 4 I 5 I 6 Z W 2 U 0 0 Z 0 U NZ) u) / Z 0 U 0 r U 0 W U ui H W Of V J W NW I..L u) 02 J J Lu Lu Lu z C9 z w U m o US" luct p J"f1 3 Lu rn i O <M J'D_'cQiOv.-iN z vi Lu J_ Z" o woo - E5oU y E5 Q V n U � � M I-12"COMPACTED SUBGRADE 1,_0" UNDISTURBED SOIL UNDISTURBED N UNDISTURBED SUBGRADE SUBGRADE N YP. SECTION: P.C.C. CURB & GUTTER P.C.C. PAVERS . SECTION: P.C.C. CURB & GUTTER P.C.C. SIDEWALK TYP. SECTION: P.C.C. CURB & GUTTER TURF O TYP SECTION: P.C.C. SIDEWALK E�N T.S. I DO NOT SCALE @�jTYP .T.S. I DONOT SCALE N.T.S. I DO NOT SCALEg4 N.TS.DO NOT SCALE PCGONG-CURB-PVR-0573 -CON' Cc' E.VR 0833 PC-CONGCURB-TURF-0533 U JOINT SEALANT WITH BACKER ROD Q SAW CUT CONTROL - CAULK MIN ? DEPTH / \ JOINT PREMOLDED FOAM JOINT FILLER NEW PCC PAVEMENT / \ N TOOLED DUMMY JOINT, SEALED /^ O N H #4 REBAR IN 24" D.C., I KEYWAY I \ � Q 1/ \ a Z <, V2'.q ° ° F_ ~ O LONG 2' MIN CLEARANCE EXISTING PCC PAVEMENT \ 5/8, / / \ FIRST POUR d\ ° 12"COMPACTED a°. ° ° LJJ / 3/16" WIDE x 11/2" O SUBGRADE ° O U DEEP TOOLED DUMMY 12" COMPACTED SUBGRADE d �� JOINT A a . . " �° NOTE:OINT 12" COMPACTED SUB -BASE ° SECOND POUR IS FULL DEPTH OF PAVEMENT TYPICAL SECTION: SAWN CONTROL JOINT N.T.S. 1 TYP. SECTION: EXPANSION JOINT N.T.S. 2 TYP SECTION: REINFORCED CONSTRUCTION JOINTS N.T.S. / DO NOT SCALE 3 SECTION: 11/2" =1'-0" PC-C0NC-CNJS-KEYD-1250 COMPACTED SUBGRADE TYP SECTION: P.C.C. PAVER N.T.S. / DO NOT SCALE TYPE 1 PCC PAVER, SEE PLANS FOR COLOR AND PATTERN 1" BITUMINOUS SETTING BED 5" CONCRETESUBSLAB 12" COMPACTED SUBGRADE TYPE 1 P.C.C. UNIT PAVER, SEE PLANS FOR COLOR AND PATTERN 5" CONCRETE SUBSLAB ENGINEERING FABRIC #4 REBAR @ 24O.C.. 24" LONG 2" MIN. CLEARANCE d — —CONCRETE WALK o _ d. 12"COMPACTEDSUBGRADE BENCH, TYP. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEE SPECS FOR MODEL & FINISH INFORMATION. iOlii®� �_ • • HIS 11 0 Hill EMBEDDED 3/4" =1'-0" -0525 BENCH, TYP. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEE SPECS FOR MODEL & FINISH INFORMATION. TYPE 1 P.C.C. UNIT PAVERS, SEE PLANS FOR COLOR AND PATTERN 1" BITUMINOUS SETTING BED a 5" CONC. BASE m °`° EXPANSION JOINT, TYP. A ax G ° CONIC. FOOTING d ° U N.T.S. / DO NOT SCALE 3/4" =1'-0" -0625 4 I 5 I 6 Z W 2 U 0 0 Z 0 U NZ) u) / Z 0 U 0 r U 0 W U ui H W Of V J W NW I..L u) 02 J J Lu Lu Lu z C9 z w U m o US" luct p J"f1 3 Lu rn i O <M J'D_'cQiOv.-iN z vi Lu J_ Z" o woo - E5oU y E5 Q V n U � � M KEY PLAN REV DATE DESCRIPTION ISSUED. 06M13 PROJECT NO: 2010.459.02 © 2w RDG Planning & Design ME000.RENRM1£EHNFI wAYR1G Rk SPFQGYIYmTE PPOECi. TEY N£ NOf 9.IfI&£ FOR 04 0X OVER PROFCR OR IN O1HER LOGMMS WRHOIIf 1HE E W AE55 NHRiEN MPPVIAI /ND RARIX]R,11XIN6 WOflanq ROxRRFPAJg1CIlON4PROHBOF0. SITE DETAILS L5.01 O N N Q U Q O F-- O N H I-- WLOU U � Q Q Z _ F_ ~ O Q G U LJJ O O U KEY PLAN REV DATE DESCRIPTION ISSUED. 06M13 PROJECT NO: 2010.459.02 © 2w RDG Planning & Design ME000.RENRM1£EHNFI wAYR1G Rk SPFQGYIYmTE PPOECi. TEY N£ NOf 9.IfI&£ FOR 04 0X OVER PROFCR OR IN O1HER LOGMMS WRHOIIf 1HE E W AE55 NHRiEN MPPVIAI /ND RARIX]R,11XIN6 WOflanq ROxRRFPAJg1CIlON4PROHBOF0. SITE DETAILS L5.01 IE 11m 194 A NEW P.C.C. CC" " #5 BAR, 24" @ 3( 1 12 3 I 4 I 5 I 6 11.4. TYP SECTION: P.C.C. PAVERS @ CROSSWALK N.T.S. / DO NOT SCALE 2500 RUNNING BOND SOLDIER ROW JOUS SETTING BED P.C.C. ROADWAY 1 TO STANDARD TTHICKNESS 'CC SUBSLAB ACTED SUBGRADE 1'CHAMFER q e ". •4 e. 4" a UffG . a a e a. B" 4 LIGHT POLE FOOTING (� TURF 3/4" =1'-0" 0625 PEDESTRIAN LIGHT, SEE ELEC.SHEETS —TURF T-- 6" TOPSOIL —UNDISTURBED SUBGRADE CONC. LIGHT FOOTING, SEE ELEC. SHEETS PEDESTRIAN LIGHT, SEE ELEC.SHEETS 3" TYP. TYPE 1 CONC. PAVERS, SEE PLANS FOR COLOR AND PATTERN. 1"CHAMFER 1"BITUMINOUS SETTING BED `v 4 ° ,„ EXPANSION JOINT 'e• n ` < 4 5' CONC. BASE ” ° 4. " 4 e .ax—COMPACTED SUBGRADE 4 • �" • 11111177 4 CONC. LIGHT FOOTING, SEE ELEC. SHEETS LIGHT POLE FOOTING @ UNIT PAVERS 3/4" =1'-0" -0625 PEDESTRIAN LIGHT, SEE ELEC.SHEETS 3" TYP. 1"CHAMFER EXPANSION JOINT, TYP. e "4 A 5" CONC. SIDEWALK 4 ° < 4 Z4 e • Q g COMPACTED SUBGRADE e. -4. " < e, e n CONC. LIGHT FOOTING, 4 • SEE ELEC. SHEETS Q LIGHT POLE FOOTING 0, CONC. SIDEWALK 3/4" =1'-0" 0625 2 --DIRECTION OF STREET DIRECTION OF PRIVATE PROPERTY --> VARIES, SEE PLANS EXPANSION< • I, @ NEW SIDEWALK �IIIIIIIIIIIIIIIIIIII�CONC. COLLAR .11111111111111. ..1111111111.'=_�COLOR ���111111 , —TYPE 1, COLOR 2 ....11.... PAVERS, 111111... � .;__m m NIIIAl11111111� INE` ' 4 F1 214" \—EXPANSION JOINT Q I NEW SIDEWALK .SQUARE PAVER 1/4" =1'-0" -0208 ALUMINUM SIGN NOTES: 1. LAYOUT AND DIMENSIONS ARE FOR DESIGN INTENT ONLY. CONTRACTOR IS TO SUBMIT SHOP DRAWINGS FOR ALL ELEMENTS OF ENTRY MARKER. 2. HIGH PERFORMANCE COATING COLOR FROM FULL RANGE OF MANUFACTURER'S STANDARD COLORS, SELECTED BY OWNER'S REPRESENTATIVE. EI 5'-0" EXPANSION JOINT @ NEW SIDEWALK I o< CONC. COLLAR 4 TYPE 1, COLOR 1 PAVERS,TYP. TYPE 1, COLOR 2 1'-0" PAVERS, TYP. D \—EXPANSION JOINT @ NEW SIDEWALK TYP. PLAN: RECTANGULAR UNIT PAVER INSERT 1/4" = 1'-0" 0208 CAST STONE COLUMN NOTES: 1. COLOR FOR CAST STONE COLUMN TO BE SELECTED BY OWNER'S REPRESENTATIVE. 2. SUBMIT SHOP DRAWINGS FOR COMPLETE CAST STONE COLUMN PRIOR TO FABRICATION. 3/4"x 4" STAINLESS STEEL PLATE OFFSETS STAINLESS STEEL NOTES: 1. ALL STAINLESS STEEL TO BE 304 STEEL WITH A #4 OMNIDIRECTIONAL BRUSHED FINISH. 2. ALL STAINLESS STEEL TO BE 4"x 3/4" CUT STEEL. 3. WELD AND GRIND SMOOTH ALL STEEL CONNECTIONS BEFORE FINISHING. 4. SUBMIT SHOP DRAWINGS FOR ALL ELEMENTS OF STEEL ARCH PRIOR TO FABRICATION. 6" TALL x 3/4" DEEP PUSH THRU CHANNEL LETTERS W/ 0.080" ALUMINUM FACE, BOTH SIDES. FONT, COLOR, AND FINISH TO BE ESELECTED BY OWNER'S REPRESENTATIVE ALUMINUM PANEL, COLOR TWO T I HANDHOLE, COORDINATE WITH SIGN MANUFACTURER TO ENSURE HANDHO IS ADPPOPPIATP S17P R I nr.ATIf)N 7' 3" ° ` FINISH GRADE C.I.P. BASE & FOOTING, r 3-2. j SEE A3, THIS SHEET ENTRY MARKER: TYP. SIDE ALUMINUM PANEL DETAILS 3/4" =1'-0" 0625 A4 I 5.02 4" a as FINISH " GRADE Y -O" L C.I.P. BASE & FOOTING, 4 SEE A3, THIS SHEET w ENTRY MARKER: BACK ALUMINUM PANEL DETAILS J 3/4"= V-0' 0625 VARIES VARIES I I 1 1/2" CHAMFER, ALL SIDES #4 CONT @ PERIMETER / FINK 1 - T °1 GRADE 4 _ _ TYP. CONC. UNIT PAVERS, • 4 I • 04- I� SEE DETAIL B5/L5.01 EXPANSION JOINT, TYP. e pi ' 6IIx 2'-0" #4 HOOKS @ 24" O.C. 4 II "N I (4) #8 BARS, EXTEND T -O" t) 4 ° , 11" INTO CAST STONE COLUMN I <. ELEC. PATHWAY TO p SIGN LETTERS A3 1 ° • a a 0 ,a < (4) #5 BARS, EACH WAY, L5. 4 4 : " 4 TOP & BOTTOM. 4.�• - T 4 4 CONC. FOOTING 12" COMPACTED SUBGRADE 1 ENTRY MARKER: TYP. FOOTING SECTION 3/4" =1'-0" 0625 3 3/4" = 1'-0" 0625 1MFER,ALL SIDES NIFER, ALL SIDES =1NISH _ 3RADE 'OOTING, L 3-p SEE A3, THIS SHEET MARKER: CAST STONE COLUMN DETAILS WELD AND GRIND SMOOTH, ALL CONNECTIONS 3/4"x 4" STAINLESS STEEL PLATE SUPPORTS 314"x 4" STAINLESS STEEL PLATE OFFSETS `;l ENTRY MARKER: ARCH CON 3/4" =1'-0" 0625 NORTH NORTH 4'-6" El El 2'-5�„ 2'-3" TYP. 32 TOWNCREST SIGNS, (�C.I.P. CONC. FOOTING a I BOTH SIDES 5." 4 'TYP ..:: .'.' C.I.P. CONC. BASE -P, CAST STONE COLUMN iq o 7 3" o CAST STONE COLUMN a ' ' '"' . CUT STAINLESS 3' STEEL ARCH TYR •... :.:.. .::..::....... (4)#8 BARS ' • CUT STAINLESS d 4 STEEL SUPPORTS 1 RAISED LETTERS I I 2'-0" TYP6 FOOTING BELOW 3'-2" ENTRY MARKER: FOOTING PLAN ENTRY MARKER: SECTION 3/4" =1'-0" A5 3/4" = T-0" 0625 -6625 4 I 5 I 6 0■ U) uj G U 0 Z 0 U U) Z 0 U 0 O 0 H U O W U U) LuW 1..1� C/� �/ F— LUW 0. V J J • Z N C) z z z a J a U Lu x U of w a 0 Orn m � m W U Q� M Oin .n ce w w z C7 z Lu J U L) J tl c W rn � Z�� �a���� = C7�N N JKm��n uP bi_: Kw w Z m N N J_ ZZ o1- W J 8 N U >�m3� v 1 O S 1 AINLtSS S 1 hEL AKUH, Lf') SEE B6, THIS SHEET R123'-5" STAINLESS STEEL ARCH, U 214" SEE B6, THIS SHEET Q O 1'-5" F_: q;3 - C Lo F— U 8" 1'-6" Q 8" O 2" CHAMFER, ALL LLU 3" ;o Quo § O TOP CORNERS > O 3" 4" 3" R81'-10' 4 R12T-5" T CAST STONE COLUMN, N CAST STONE COLUMN ` SEE B5, THIS SHEET 3/4" x 4" CUT STAINLESS STEEL ALUMINUM PANEL, COLOR TWO ARCH, #4 BRUSHED F NISH CAST STONE COLUMN, SEE B5, THIS SHEET ' ALUMINUM PANEL, COLOR ONE ALUMINUM PANEL, mi _ I COLOR ONE 1"CHAMFER, ALL SIDES 6" TALL x 3/4" DEEP PUSH THRU CHANNEL LETTERS W/ 0.080" ALUMINUM FACE, BOTH SIDES. FONT, COLOR, AND FINISH TO BE ESELECTED BY OWNER'S REPRESENTATIVE ALUMINUM PANEL, COLOR TWO T I HANDHOLE, COORDINATE WITH SIGN MANUFACTURER TO ENSURE HANDHO IS ADPPOPPIATP S17P R I nr.ATIf)N 7' 3" ° ` FINISH GRADE C.I.P. BASE & FOOTING, r 3-2. j SEE A3, THIS SHEET ENTRY MARKER: TYP. SIDE ALUMINUM PANEL DETAILS 3/4" =1'-0" 0625 A4 I 5.02 4" a as FINISH " GRADE Y -O" L C.I.P. BASE & FOOTING, 4 SEE A3, THIS SHEET w ENTRY MARKER: BACK ALUMINUM PANEL DETAILS J 3/4"= V-0' 0625 VARIES VARIES I I 1 1/2" CHAMFER, ALL SIDES #4 CONT @ PERIMETER / FINK 1 - T °1 GRADE 4 _ _ TYP. CONC. UNIT PAVERS, • 4 I • 04- I� SEE DETAIL B5/L5.01 EXPANSION JOINT, TYP. e pi ' 6IIx 2'-0" #4 HOOKS @ 24" O.C. 4 II "N I (4) #8 BARS, EXTEND T -O" t) 4 ° , 11" INTO CAST STONE COLUMN I <. ELEC. PATHWAY TO p SIGN LETTERS A3 1 ° • a a 0 ,a < (4) #5 BARS, EACH WAY, L5. 4 4 : " 4 TOP & BOTTOM. 4.�• - T 4 4 CONC. FOOTING 12" COMPACTED SUBGRADE 1 ENTRY MARKER: TYP. FOOTING SECTION 3/4" =1'-0" 0625 3 3/4" = 1'-0" 0625 1MFER,ALL SIDES NIFER, ALL SIDES =1NISH _ 3RADE 'OOTING, L 3-p SEE A3, THIS SHEET MARKER: CAST STONE COLUMN DETAILS WELD AND GRIND SMOOTH, ALL CONNECTIONS 3/4"x 4" STAINLESS STEEL PLATE SUPPORTS 314"x 4" STAINLESS STEEL PLATE OFFSETS `;l ENTRY MARKER: ARCH CON 3/4" =1'-0" 0625 NORTH NORTH 4'-6" El El 2'-5�„ 2'-3" TYP. 32 TOWNCREST SIGNS, (�C.I.P. CONC. FOOTING a I BOTH SIDES 5." 4 'TYP ..:: .'.' C.I.P. CONC. BASE -P, CAST STONE COLUMN iq o 7 3" o CAST STONE COLUMN a ' ' '"' . CUT STAINLESS 3' STEEL ARCH TYR •... :.:.. .::..::....... (4)#8 BARS ' • CUT STAINLESS d 4 STEEL SUPPORTS 1 RAISED LETTERS I I 2'-0" TYP6 FOOTING BELOW 3'-2" ENTRY MARKER: FOOTING PLAN ENTRY MARKER: SECTION 3/4" =1'-0" A5 3/4" = T-0" 0625 -6625 4 I 5 I 6 0■ U) uj G U 0 Z 0 U U) Z 0 U 0 O 0 H U O W U U) LuW 1..1� C/� �/ F— LUW 0. V J J • Z N C) z z z a J a U Lu x U of w a 0 Orn m � m W U Q� M Oin .n ce w w z C7 z Lu J U L) J tl c W rn � Z�� �a���� = C7�N N JKm��n uP bi_: Kw w Z m N N J_ ZZ o1- W J 8 N U >�m3� v 1 KEY KEY PLAN REV DATE DE9CI31PIION ISSUED: ONO13 PROD ECT N0: 2010.459.02 © 2013 RDG Planning & Design TIESE WWNENISINVEffRYNYPARFOSI1mGNh..SPLCNPllYPoRTE PRWECf.THEYARENWSUITA EPOR OOEONOT PRWEMOR INOTHERMTONS'Ai 09THEEPPMSMTIENMP kMD PMTCIPAUNXROGP"ml%&0 W RSPROOUCTIMMPRWIIIM, SITE DETAILS L5.02 O CV CN Lf') Q U Q O F_: q;3 - Lo F— U O Z W � Q O LLU Quo § O c) - KEY KEY PLAN REV DATE DE9CI31PIION ISSUED: ONO13 PROD ECT N0: 2010.459.02 © 2013 RDG Planning & Design TIESE WWNENISINVEffRYNYPARFOSI1mGNh..SPLCNPllYPoRTE PRWECf.THEYARENWSUITA EPOR OOEONOT PRWEMOR INOTHERMTONS'Ai 09THEEPPMSMTIENMP kMD PMTCIPAUNXROGP"ml%&0 W RSPROOUCTIMMPRWIIIM, SITE DETAILS L5.02 IE IIID C 1 12 I 3 I 4 I 5 1 + + + , \ ♦ \ \ \ \ + 4 + 4 4 F # 4 + 4 1 + f a 1 H 7 , a•'\\F�\ z------ - - - - ----- 'WP A-1 SiA-0 FI \ \ 1 1 1 I 1 I I 1 1 1 1 11 1 1 4if r. x. i wl WIRING NOTES: 1. (3) #1/0 IN 1-1/4" PVC. 2. (3) 912 (Al) (2) #8 + #10GND (A2) (2) #8 + #10GND (A4) (3) #10 (A6) (3)#12(A8) (3) #12 (A10) 3. (3) #12 (At ) (2) #8 + #10GND (A2) (3) #10 (A6) (3) #12 (A8) (3) #12 (A10) 4. (3) #12 (A1) (2) #8 +#1UGND (A2) (3) #10 (A6) (3) #12 (A8) 5. (3) #12 (Al) (2) #8 + #10GND (A2) (3) #10 (A6) 6. (3) #12 (A1) (2) #8 + #1 UGND (A2) 7. (3) #12 (Al) (2) #8 + #10GND (A4) — — — — — — UNDERGROUND CONDUIT AS NOTED OPOLE -MOUNTED LIGHTING FIXTURE IN -GRADE HAND -HOLE AS NOTED HH_ EXISTING UTILITY POLE i GENERAL NOTES: 1. PERFORM WORK IN CONFORMANCE WITH THE CURRENT NATIONAL ELECTRIC CODE AND ALL APPLICABLE BUILDING CODES AS INTERPRETED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 2. COORDINATE ANY NECESSARY SERVICE OUTAGES WITH LOCAL AUTHORITIES OR PERSONNEL HAVING JURISDICTION. 3. LETTERS, "WP", AT DEVICE OR EQUIPMENT INDICATES NEMA 3R IN -USE TYPE. RECEPTACLE SCHEDULE CALLOUT SYMBOL NEMA VOLTS NOTE f PEDESTAL 3R 120V 1P 2W PROVIDED WITH PEDESTAL. MTD DUPLEX CV GFCI WP L0 POLE MTD 3R 120V 1P 2W PROVIDED WITH POLE. DUPLEX GFCI Dor WP U GFI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHER PROOF DEVICE (NEMA 3R 'IN USE") ■■em■ ■■■oe■■■■■■■■e■ ■■■■■■■■eee■■■em■■em■■■■■■■■ ■■■ ■nee■■m■■eee■■■■■ ■■■■■■■ ■■■o■■■■ ONE mmmmmmmmmjwL 7 ■■■mmmeemnmmn■■emme■ ■■ ■■ 1 — 1 p' a ----------- ----- 7. __------ ____ _ °e °p 7. p xx H41 ° p ° \ •T-- •1 S1 I• .� \ _ ____.T•HHf2'. \ \.\1\ .Vc�PF• .\ WP' 1 \ \ 1 A-0 B 1 i 1 1 1 I 1 — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -- - — - — - — - — - — - - 1 1 1 1 1 + \ + + i + # \ ♦ 4 + \\ \ \ A ELECTRICAL SITE PLAN � ° 4 A 1g.1A>2_ FI 4° .6. P __7 p P V< . o -1 S1 4 A2 — H 2 + + + , + 5. J 4 m e ° P �mmsiomom eee mmommommoom■■m■■■■■■■moon 11• 1201211V1 SERVICE • ••� • •• . • Room m� 100A,120/208V SERVICE LATERAL PROVIDE 30'-0' COIL AT POLE BASE FOR UTILITY I BE L EXISTING UTILITY IIII 1111 6y�•� .11 -III_ ■Bem 11.111.1 'SIII_II: �Ilnm ®Iml TRANSFORMERPOLE. L �1 1 I 1 - 1lil'!1 1� il_!ill 0 SCALE: 1"= 10' 0 10' 20' 30' EI 161 ME W. U 0 W n U ujw C/� C I W W C/� ri I _Q J 1 U Lu r- a Lu a ul U 0 � M Z U c Q e m H c c U Q C m O in vA w w z z w a (Y w JPO 30 z c c Lm� Ha 1, 56 JRMOn�n z w Flo w z m N N ZJED AE zS �w o o - owoV ; N ^ Q M o U y •a 0 ° ELECTRICAL SITE PLAN � ° 4 A 1g.1A>2_ FI 4° .6. P __7 p P V< . o -1 S1 4 A2 — H 2 + + + , + 5. J 4 m e ° P �mmsiomom eee mmommommoom■■m■■■■■■■moon 11• 1201211V1 SERVICE • ••� • •• . • Room m� 100A,120/208V SERVICE LATERAL PROVIDE 30'-0' COIL AT POLE BASE FOR UTILITY I BE L EXISTING UTILITY IIII 1111 6y�•� .11 -III_ ■Bem 11.111.1 'SIII_II: �Ilnm ®Iml TRANSFORMERPOLE. L �1 1 I 1 - 1lil'!1 1� il_!ill 0 SCALE: 1"= 10' 0 10' 20' 30' EI 161 ME W. U 0 W n U ujw C/� C I W W C/� ri I _Q J 1 U Lu r- a Lu a ul U 0 � M Z U c Q e m H c c U Q C m O in vA w w z z w a (Y w JPO 30 z c c Lm� Ha 1, 56 JRMOn�n z w Flo w z m N N ZJED AE zS �w o o - owoV ; N ^ Q M o U y REV DATE DESCRIPTION ISSUED: 06/OM I PROJECT NO: 2010.459.02 © 2013 ROG Planning & Design TEY 000.A•151NN: Ep 11�1Y®"Y RL N k SY¢ IGVLY fOP TE Pxaccr. mr AYE xo<R■ARF P� N� ox oR� PN�� Ix orxellor,,rar■ ■nrour ne EW ESS wPRrol AaPawu Aro PAPIICIPATNNOGf9GPYVA96Uq.PFPPOpICIpN�SHVp�IBx®. ELECTRICAL SITE PLAN ES.01 0 CV CV L0 Q } _H U O F•- N O U U LUU L L U LL J ¢ � LL KEY PLAN REV DATE DESCRIPTION ISSUED: 06/OM I PROJECT NO: 2010.459.02 © 2013 ROG Planning & Design TEY 000.A•151NN: Ep 11�1Y®"Y RL N k SY¢ IGVLY fOP TE Pxaccr. mr AYE xo<R■ARF P� N� ox oR� PN�� Ix orxellor,,rar■ ■nrour ne EW ESS wPRrol AaPawu Aro PAPIICIPATNNOGf9GPYVA96Uq.PFPPOpICIpN�SHVp�IBx®. ELECTRICAL SITE PLAN ES.01 lag EXISTING UTILITY POLE AND TRANSFORMER 100A, 240V LIGHTING PANEL AND CONTROLLER U COIL 30' CONDUCTOR FF OA AT BASE OF POLE FOR UTILITY CO. CONNECTION. ET_D n #6 BARE COPPER (3) #1/0 IN GROUND 1-1/4" PVC RISER DIAGRAM INTEGRAL METER SETTING 24" 14" #6 BARE GROUND WIRE LIGHT POLE INSTALL PER MANUFACTURERS SPECIFICATIONS 1" RADIUS B o d GROUND WIRE IN CONDUIT L O ° ° 4 a ° ISOLATION JOINT ° DOUBLE TIES TOP ° Z a d to a CAST IN PLACE a1 CONC. FOOTING d a3 REBAR TIES 0 12" O.C. d ° ° ELECTRICAL ° CONDUIT TO HAND -HOLE. 41 o 3" CLEAR ° 8_#8 VERT. GROUNDING ROD 5/8"x10' -O" LOCATED IN HAND -HOLE COMPACTED SUBGRADE 518" X 10' COPPER -CLAD GROUND ROD TO ELECTRICAL LOADS - SEE PLAN FOR CONDUIT AND WIRE SIZES VARA TRENCH DETAIL (CONDUIT BELOW GRADE) CONDUIT TRENCH DETAIL TO NEXT HAND -HOLE u 0 0 0 m r ELECTRICAL WARNING TAPE 6" MAX BELOW FINISHED GRADE. 11011 L 1939114 919:1:41:1 PVC CONDUIT (TYPICAL) FROM PREVIOUS BOX OR SERVICE PEDESTAL NOTE: CONDUITS SHOWN ARE REPRESENTATIVE. SEE PLAN FOR QUANTITY AND SIZE OF CONDUIT AT EACH BOX. FINAL GRADE OR TOP OF PAVING COMPACTED BACKFILL 8" MIN. PACKED, \\ CRUSHED ROCK 0 0 0 0 0 0 5/8"X 10' GROUND ROD AND CLAMP (1) PER BOX, TYP. 120/240V 1-PHASE,3 WIRE, "nne arnvinr rnnu CONTROLER SCHEMATIC WIRI ENERGIA POWER PEDESTAL OR EQUAL, SEE PROJECT MANUAL. INTEGRAL 120V DUPLEX RECEPTACLE GRADE FILL WITH CONCRETE 0 W Y c� C-' 314" CONDUIT, SEE PLAN FOR 14" ROUTING ELECTRICAL PEDESTAL DETAIL NO SCALE TIMECLOCK SPECIFICATIONS FOR TIMECLOCK: 1. ELECTRO -MECHANICAL TIME CONTROL. 2. 2- POSITION, INTERMATIC #T101 OR EQUIVALENT. PARAGON #EL74 OR EQUAL: 8" W x 11" H x 4" D. LIGHTING CONTACTOR SPECIFICATIONS FOR C1 TO C8: 3. 2 -POLE, 30 AMP LIGHTING CONTACTOR. ELECTRICALLY HELD, 120V COILS. SQUARE -D MODEL # SM01VOl OR EQUAL. WIRE SIZES: SEE PLAN FOR WIRE SIZES 3ERVICE PEDESTAL WITH (1)100A METER SETTING WITH BYPASS, MAIN BREAKER AND BRANCH BREAKERS PER SCHEDULE. 2 LIGHTING CONTACTORS AND (1)TIMECLOCK, (1)PHOTO CELL. 3ASIS OF DESIGN: TESCO #26-100. EI CALLOUT ROOM C VOLTS 2401120V 2P 3W AIC 22,000 MODEL #6 TIE -ROD (4) PER FOOTING 0 MOUNTING SURFACE BUSAMPS 100 TYP. MAIN BKR 100 A WATTS FED FROM UTILITY NEUTRAL 100% POLE -MOUNTED LED LUMINAIRE, TYPE V OPTICS, CLEAR, LUGS STANDARD CONCRETE BASE WITH 120V 1P 2W 67 NOTE Located vdthing Lighting Control Cabinet. O OUTPUT= 3981 LMS ACRYLIC, GLOBE CKT CKT 8'X4' PIER FOOTINGS H 16 ° a CKT COORDINATE PAD DESIGN CONDUITS AS w04 _ LNC) U C7 a # BKR WITH CABINET PROVIDED INDICATED CIRCUIT DESCRIPTION Q U LL # BKR KVA o CIRCUIT DESCRIPTION 0 U 1 2011 0.938 PLANS a 2 20/1 1.26 Holiday Ltg. RECEPTACLE 3 2011 0 SPARE b 4 20/1 1.26 Holiday Ltg. RECEPTACLE 5 2011 0 SPARE a 6 2011 0.18 a -1N6959.02 d 20/1 Q. ° SPARE b 8 20/1 0.18 ELECTRICAL RECEPTACLE 9 2011 0 SPARE a. a 10 20/1 ° 'e RECEPTACLE 11 20/1 0 SPARE b 12 2011 e' SPARE CONN. KVA CALC.KVA CONN. KVA CALC.KVA LIGHTING 0 0 (125%) CONTINUOUS 0 0 (125%) LARGEST MOTOR 0 0 (125%) HEATING 0 0 (100%) OTHER MOTORS 0 ° ° 0 0 (100%) RECEPTACLES 0 'b (50%>10) KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) d b TOTAL KVA 0 0 BALANCED PHASE AMPS 0 d PHASE BALANCE PERCENT: PHASE A 0.00% PHASE B 0.00% ° DOUBLE TIES TOP ° Z a d to a CAST IN PLACE a1 CONC. FOOTING d a3 REBAR TIES 0 12" O.C. d ° ° ELECTRICAL ° CONDUIT TO HAND -HOLE. 41 o 3" CLEAR ° 8_#8 VERT. GROUNDING ROD 5/8"x10' -O" LOCATED IN HAND -HOLE COMPACTED SUBGRADE 518" X 10' COPPER -CLAD GROUND ROD TO ELECTRICAL LOADS - SEE PLAN FOR CONDUIT AND WIRE SIZES VARA TRENCH DETAIL (CONDUIT BELOW GRADE) CONDUIT TRENCH DETAIL TO NEXT HAND -HOLE u 0 0 0 m r ELECTRICAL WARNING TAPE 6" MAX BELOW FINISHED GRADE. 11011 L 1939114 919:1:41:1 PVC CONDUIT (TYPICAL) FROM PREVIOUS BOX OR SERVICE PEDESTAL NOTE: CONDUITS SHOWN ARE REPRESENTATIVE. SEE PLAN FOR QUANTITY AND SIZE OF CONDUIT AT EACH BOX. FINAL GRADE OR TOP OF PAVING COMPACTED BACKFILL 8" MIN. PACKED, \\ CRUSHED ROCK 0 0 0 0 0 0 5/8"X 10' GROUND ROD AND CLAMP (1) PER BOX, TYP. 120/240V 1-PHASE,3 WIRE, "nne arnvinr rnnu CONTROLER SCHEMATIC WIRI ENERGIA POWER PEDESTAL OR EQUAL, SEE PROJECT MANUAL. INTEGRAL 120V DUPLEX RECEPTACLE GRADE FILL WITH CONCRETE 0 W Y c� C-' 314" CONDUIT, SEE PLAN FOR 14" ROUTING ELECTRICAL PEDESTAL DETAIL NO SCALE TIMECLOCK SPECIFICATIONS FOR TIMECLOCK: 1. ELECTRO -MECHANICAL TIME CONTROL. 2. 2- POSITION, INTERMATIC #T101 OR EQUIVALENT. PARAGON #EL74 OR EQUAL: 8" W x 11" H x 4" D. LIGHTING CONTACTOR SPECIFICATIONS FOR C1 TO C8: 3. 2 -POLE, 30 AMP LIGHTING CONTACTOR. ELECTRICALLY HELD, 120V COILS. SQUARE -D MODEL # SM01VOl OR EQUAL. WIRE SIZES: SEE PLAN FOR WIRE SIZES 3ERVICE PEDESTAL WITH (1)100A METER SETTING WITH BYPASS, MAIN BREAKER AND BRANCH BREAKERS PER SCHEDULE. 2 LIGHTING CONTACTORS AND (1)TIMECLOCK, (1)PHOTO CELL. 3ASIS OF DESIGN: TESCO #26-100. EI �1-114" SCH40 PVC & (3) #2 CU XHHW FROM 5/8"X10' COPPER MIDAMERICAN ENERGY TRANSFORMER POLE. GROUND ROD SIDE ELEVATION FRONT ELEVATION VIEW LIGHTING CONTROLLER PAD DETAIL NO SCALE Panel CALLOUT ROOM C VOLTS 2401120V 2P 3W AIC 22,000 MODEL #6 TIE -ROD (4) PER FOOTING 12" MOUNTING SURFACE BUSAMPS 100 TYP. MAIN BKR 100 A WATTS FED FROM UTILITY NEUTRAL 100% POLE -MOUNTED LED LUMINAIRE, TYPE V OPTICS, CLEAR, LUGS STANDARD CONCRETE BASE WITH 120V 1P 2W 67 NOTE Located vdthing Lighting Control Cabinet. O OUTPUT= 3981 LMS ACRYLIC, GLOBE CKT CKT 8'X4' PIER FOOTINGS H Cn CKT COORDINATE PAD DESIGN CONDUITS AS w04 _ LNC) U C7 # BKR WITH CABINET PROVIDED INDICATED CIRCUIT DESCRIPTION Q U LL # BKR KVA ELECTRICAL CIRCUIT DESCRIPTION 0 U 1 2011 0.938 PLANS a 2 20/1 �1-114" SCH40 PVC & (3) #2 CU XHHW FROM 5/8"X10' COPPER MIDAMERICAN ENERGY TRANSFORMER POLE. GROUND ROD SIDE ELEVATION FRONT ELEVATION VIEW LIGHTING CONTROLLER PAD DETAIL NO SCALE Panel CALLOUT ROOM LAMP VOLTS 2401120V 2P 3W AIC 22,000 MODEL VOLTS INPUT MOUNTING SURFACE BUSAMPS 100 MAIN BKR 100 A WATTS FED FROM UTILITY NEUTRAL 100% POLE -MOUNTED LED LUMINAIRE, TYPE V OPTICS, CLEAR, LUGS STANDARD PHILIPS-LUMEC 120V 1P 2W 67 NOTE Located vdthing Lighting Control Cabinet. O OUTPUT= 3981 LMS ACRYLIC, GLOBE CKT CKT LOAD H Cn CKT CKT LOAD w04 _ LNC) U C7 # BKR KVA CIRCUIT DESCRIPTION Q U LL # BKR KVA ILu O CIRCUIT DESCRIPTION 0 U 1 2011 0.938 LIGHTING a 2 20/1 1.26 Holiday Ltg. RECEPTACLE 3 2011 0 SPARE b 4 20/1 1.26 Holiday Ltg. RECEPTACLE 5 2011 0 SPARE a 6 2011 0.18 RECEPTACLE -1N6959.02 7 20/1 0 W SPARE b 8 20/1 0.18 ELECTRICAL RECEPTACLE 9 2011 0 SPARE a 10 20/1 0.18 E1.01 RECEPTACLE 11 20/1 0 SPARE b 12 2011 0 SPARE CONN. KVA CALC.KVA CONN. KVA CALC.KVA LIGHTING 0 0 (125%) CONTINUOUS 0 0 (125%) LARGEST MOTOR 0 0 (125%) HEATING 0 0 (100%) OTHER MOTORS 0 0 (100%) NONCONTINUOUS 0 0 (100%) RECEPTACLES 0 0 (50%>10) KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 0 0 BALANCED PHASE AMPS 0 PHASE BALANCE PERCENT: PHASE A 0.00% PHASE B 0.00% LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION MOUNTING MODEL VOLTS INPUT Q WATTS S1 (1) 65W42LED. LUMINAIRE POLE -MOUNTED LED LUMINAIRE, TYPE V OPTICS, CLEAR, 15' POLE #APR4U-15 PHILIPS-LUMEC 120V 1P 2W 67 O OUTPUT= 3981 LMS ACRYLIC, GLOBE CNV LBC10 CAND2-65W42LED4K-R-PC-RLE5 H Cn q:zr OR EQUAL — w04 _ LNC) U .L bA& UL IAIL I IAIYV'I IVLL VL II11L A4 LUMINAIRE SCHEDULE NO SCALE 1 I 2 I 3 I 4 5 I 6 a■ n■ i U w x U ujQ a U fnc z a m Z L•1 O � � Lu > U.=_a '6v tz in Lu Lu Lu z cD z w J U J_ c m m U Li o d �<e'3 z�aBmC6 �bos �I N1 N1 � O N uJ u, Jd' mONin Qf� MVS r - O CV CV LO Q U Q 0 H Cn q:zr O — w04 _ LNC) U C7 Q U LL 3: Q } J ILu O 0 U O KEV PLAN ^W CU^) v W NW REV DATE DESCRIPTION ISSUED: 06=13 PROJECT NO L L -1N6959.02 W© 2013 W ROG Planning & Design PkY WpMEXIb N14E6Eq R�N®BIdYiNIx SRpWlIPoR11F PRQECfT1EYAaX0f9JRIlIEi0R1A4p1011E•!A6£CI$Op m ofxfniacrnasW1lHWTiR6was�xwTtfx�amovu,wo rwncr�noxaimcai...,onu.'a�awlooucnmslxaau[u. C) ELECTRICAL SCHEDULES & Q DETAILS J E1.01