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HomeMy WebLinkAbout2015 CTEP - Bike & Pedestrian Project 2015 CTEP BIKE & PEDESTRIAN PROJECT CITY OF BOZEMANCam=, MONTANA AFFROM m: rno+m m: dm DII-Isams MAY 2015 if RECORD DRAWING o� Bozo VICINITY MAP x 7p 7C 7t ' Rr a _ NOT CONSTRUCTED ABI ) E N 19TH AVE. W z WORK AREAS 1883 �� o o o a O� A tt I N CO. 01 A� � M.o4o.Wy. ® � $ r Baxter Rd. M„d". Z 4� Griffin r. F- GENERAL NOTES . .NA Tq • Q t ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA I 4; INDEX PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION,AND THE CITY OF BOZEMAN O 8 MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH m EDITION. INCLUDING ADDENOUMS,THESE PUNS,AND THE CONTRACT DOCUMENTS. o II t 2. _ _ w` ��R6 f 5 BY MORRISON-HiINERLE�INCG BISELNE SURVEYING THE N. FORTRAIL THE RNEwNN0ERE IN 1 OF THE PROJECT ��,J p�yJ 5 COVER SHEET CI WAS DONE IN 2014-201 S BY CITY OF BOZEHW ENGINEERING STAFF. N. 19TH AVE. ASPHALT TRAIL-STA.6+02-10+33 C1 3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROJOMATE N. 19TH AVE, ASPHALT TRAIL-STA 2J+44-23+6i C2 AND THE CONTRACTOR SHNl FlELD VERIFY UTUT1ES PRIOR TO CONSTRUCTION.THE st CONSTRUCTION. THE CONT�RACTOORR SHALL TAKE ALLTES PE�5 To TO PROTECT 6 ib BFd�St N. 19TH AYE. ASPHALT TRAIL-SIX]2+12-37+20 C3 EJRSTNG UTILITIES. AND DURING 7 Nu I-A SL p DETAILS SHEET D1 4. WHERE CONOITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON INTERSECTIONS S. 147H AVE.k W.DK;KERSON ST. EI THE PLANS OR IN THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT ad � � ��� T m r k Z® [ ENGINEER OR HIS REPRESENTATIVE PRIOR TO MAKING Nil'CHANGES IN THE WORK. INTERSECTIONS S. 14TH AVE.k W.STORY ST. Q THE IS RESPONSIBLE_ALL __ ly✓.O.L5. AND THE PUBLIC.AADDEQUATE SANITATION FACILITIES SMALL BE PROVIDED BY THE FOR HIS ERS 4 ® E ❑Aql A❑I I1=1❑ ❑®� INTERSECTIONS S. 1JTH AVE k W.STORY 5T. EJ CONTRACTOR FOR M5 PQt50NMQ. ® iSt Turco.Aw ❑IIMl-�.I❑CIO❑ [ INTERSECTIONS S. 13TH AVE k W.DICKERSON ST. E4 E. THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM INTERSECTIONS S. 12TH AVE k W.DICKERSON ST. ES DAMAGE DURING CONSTRUCTION AND SWILL REPAIR ANY DAMAGE AT HIS OWN EXPENSE Durston Rd. a 1 O ®n ❑❑❑Cl� ❑❑[ NTEFRSECTIONS S. 12iH AVE:W.STORY ST. E6 7. THE CON RACTIXt SWILL SUBMIT A CITY OF BOZEMAN STORM WATER MANAGEMENT U ❑❑❑ ® ®® PLAN PfiIOR TO BEGINNING ANY WORK ON THE PROJECT. THE CONTRACTOR IS W �® I�-TIIr1I❑ INTERSECrO ASPEN ST.Q N.MONTANA AVE. E7 RESPONSIBLE FOR IFIEDI01 THE A ANDPRO ED TORM W E AU L BEST MANAGTHROUGHOUT NT TH PRICES AS HE PROJECT. M THE APPROVED STORM WATER PLAN THROUGHOUT THE Q a a❑❑ �® DURATION OF THE PROJECT. �Tr Tod.SC ®[ INTERSECTIONS COTTONWOOD Sr.k N.MONTANA AVE. ❑❑❑❑®�© .I..Wl INTERSECTIONS PEACH STREET h N.MONTANA AVE. E9 z WLwM' 8.0 ❑❑a❑©©o (L� J �� x [ INTERSECTIONS BEAU ST.k N.MONTANA AVE. EID LEGEND ®®®®Men enh II t© ❑❑❑� NTERSECTIONS N.WIL150N AYE O wEDCA1 ARTS eLDc E11 a. Ar _ EXISTING GAS LINE (�— z W In St. ®©©©❑�❑❑❑❑❑�❑❑[ INTERSECTIONS S.GRAND AVE.h W.ARTHUR ST. E12 � I<- p F'�I�I�� INTERSECTIONS S.ROUSE AVE h E.CIEVEAND Si. E13 W z 4FCI t ❑1__I,alll[ =❑❑❑❑❑=❑O INTERSECTIONS S.GRAND AVE:W.LINCOIN ST. E14 EXISTING STORK ORNH 0 uj W i ❑ Q�®®®®®�®�❑❑❑❑❑�❑❑ INTERSECTIONS S 4TH AVE k W.ARTHUR ST. E1S EXISTING WATER MAIN Qy Q > ❑❑❑❑❑❑®©� EXISTING TEIFPIIONE LINE W cc () Duna N + m n �hn_ynr❑❑❑III�E��J(jI-1®❑❑a��1�J� d{ ��L EXISTING OVFAIIEAO POYIER I�" [. O :....... a ��❑ IIIIII II] ❑LWJ�®❑�❑❑❑ 5 Stary EXISTING UNDERGROUND POWER w Woy a NIJ �HOD ❑❑�©❑O❑❑ RIGHT OF WAY u 0 ❑❑❑❑ nL " ExtsnNG HMf}41.LD. U.S. 191) W. College St. LJ Q ❑ ❑�©❑Q❑ ❑❑❑_ SEWER o Aml Dr. IaM O. ❑CI V on �❑❑ b PqW Ra PROPOSED SIDEWALK OR ASPHALT TRAIL N I�T n Mvtln ®®�U D a A ,� EXISTING FIBER OPTIC o-. a 9aRra� -MVITQnd ��----��II----��rr�� � EXISTING VEGETATION INTERSECTION r N �❑❑ WORK AREAS aJ G n S .❑ (TYP OF 15) ui Lincoln Rd. State �� Q' Q Nq RECORD DRAWING R R DRAWN UT: KM CHZCXZD R: S..w 1'- 20 Apt®ur: 0 10 20 40 DATI: 4-E1-15 NORTH 19TH AVENUE ° 1 a � STA 6+03-10+36 z INSTALL 433 LF OF O 10 WIDE ASPHALT PATH rn --------------�57°33'40_W 63.39' --- ---__ ------- '� 15.62' --------r------------ STA 6+26PC e� r PROPERTY BANK_--_ --- e1+-�—�^ ne .^ i -_PROPERTY ---_-------- e= BOUNDARY(TYP) \\�5031' •25'3�w 1 15 BI' �- � nr _STA 7+49 P T ' R --- -- STA 9+80 �— --\e-- ---- -e.ao'---I a---- /-- -----. --- - — — — — —— — sTA 1o+2aPT — prmc_ 0 \ I J / i ► � ----- -- - --- - L-- -----_ _ -. ...-.---•---. 1—li '00 \ \ INSTALL 40LF / / ------- ,C O ._---_ .�. 9+00 -..-...-.. -•------ •---.__-- ------ \ 6'WIDE CURB WALK/ W N� .-.. ---- L=131.33' _-- • --------. - _ •. \ I N _ L_ 28't 7•W 4-t0'25'18' R STA 8+03PC •----.... •- .— �.------ ssc:, J //r/ -Rt STA 8+74 P T L STA 8+98 P T \ 15. t a TRAIL CORRIDOR { Ry76_pp L= t w �I C y< EASEMENT A=9.7 N2•a4'aw 20• RL`97--02.05' G-20'IVW ' I I W.07 A�'21N' CONNECT TO EXISTING INSTALL PEDESTRIAN RAMP W/YELLOWSTONE � 1- I 5, _'W ; �., + w ASPHALT TRAIL BANK 1 I / E- o m m DETECTABLE WARNING SURFACE PROPERTY Q EXISTING LAYDOWN CURB I < i U m N o w PER C.O.B STD DWG 002529-e R W 0 v E- W a + r HORIZ. SCALE: 1" = 20' R,N NQ STA 6+02 - STA 10+34.8 VERT. SCALE: 1' = 2' INSTALL 432.8 LF 4698 10' WIDE SHARED USE PATHWAY 4698 i • o►�� y 4696 x w a $O n 4696 W Z W Z r, 4694 w w 4694 _ O/y 4692 j 4692 y E,y d � EXISTING o 1N--1 a ELEVATION O 4690 50.000VC o io E Of 4690 -1' PROPOSED 7j ELEVATION �+_ — w w j� w l 468E m° w 4688 Lv aS 7S. d \ 199/ — _ _ r i + 4686 \ 4686 6 H af_1 H 4684 Q O 4684 Fw•d o w to rn rl 4682 a=F 4682 O mw IN a a �e < SBBEi No. 2 5+60 5+80 6+00 6«20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7«80 8+00 8+20 e+40 8+60 8*80 9+00 9+20 9+40 9+60 9+80 10+00 10@0 10+40 10•60 10.80 17+00 Or 20 A RECORD DRAWING NORTH 19TH AVENUE ,a� Y` STA CONNECT CONNECT TO EXISTING STA ALL 8 INSTALL 8 LF 17'RCP ���. DC ` CONCRETE SIDEAWAUK W/F.E T.S ON BOTH ENDS - INV IN=4668.42 Cep BT: INV OUT=466818 ---- Scab' 1"= 20 APPWYID IFF. --------------------23+p0 --- / .. .�. y - _ 0 10 20 40 Wli 4-81-16 e e^ ne �e REGRADE DITCH LINE 0 ULVERTOUTLETAS i NEEDED TO DIRECT FLOW % NORTH a t 1 II z I STA 24.28 P C BOIE 8 KINDT O I PROPERTY � C BOUNDARY(TYP) Cgs — a N `3T "E 2 I — - — — — — — — — — - — — $ �� INSTALL 225 LF OF v ze' — - - — W O- - — �I ` 10'WIDE ASPHALT PATH J STA 25+26 P T I Q a __ I W a ( I TRAIL CORRIDOR �� I Q z N 1 Z I ' EASEMENT 1e.H B� `'� + 2J.00 Q uJ d a� T N N C I U I \\ LOL C \ I+1 Q W I I I BOIE & KINDT yy� I RSHIP 1 STA 25+69 '„I CONNECT TO EXISTING PROPERTY ASPHALT TRAIL C- 0 o 1 I WENS 4oeu a HORIZ SCALE: 1" INSTALL 225 LF = 202'' STA - STA 25+69 VERT: SCALE: 1' = N �N� x INSTALL 10' WIDE SHARED USE PATHWAY II 4678 C gg w 4678 0 X r N z 4676 x w n�� 4676 w 9 m 3 z �z O E)� O� n 4674 U' U w r y 4674 V Y O ti H 0 _ — 50.00OVC w L) �i d a672 -- Z w 4672 a" \ ��x �� w Z F d 4670 4670 Ew.,I W + cv 4668 EXISTING 4668 ELEVATION a 7 PROPOSED y �r�iii+ ELEVATION W W cn co N co 4666 4666 W STA 23+94 FV INSTALL 8 LF 1T RCP d E- W/F E T S ON BOTH ENDS INV IN=466842 INV OUT=466818 rri 4864 4664 W z E- z o z �a Ln 4662 w 4662 0 w O w O? a I O V1 w x 4660 a w 4.0 SHUT No. 9 -80 23+00 23+20 23-40 23+60 23+80 24+00 24-20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+ C 2 00 26+20 26+40 26*60 26+80 27+00 // OF 20 RECORD DRAWING RR T NORTH 19TH AVENUE NOT CONSTRUCTED DLTN 6.. ow (A.B.) z �": w ®o APPROY BT:_ ---------- Sodw 1'-20 DATE4-21-L6 rl --- ------------- CONNECT TO EXISTING WI /y ----- CONCRETE SIDEWALK �L AMERICAN SIMMENTAL PROPERTY 4 O 28.00 BOUNDARY(TYP) \ h El • STA 32+12 V a2.ar e CONNECT TO EXISTING �� v �. 1 ASPHALT TRAIL STA 33+11 PC STA 32+12-37+20 e --- INSTALL 508 LF OF 10 WIDE ASPHALT PATH iayf-- --- .... .... ... A 0 _ _ z ------------- / _STA 37+08 PT 34 -� 1 -- ------ ..� ————— N N g �----�---- - - STA 34+80P7 • - - - L� � --------- N10'10+ZV1 41.37:3— N9'33'10T / STA 35+95 1715 07 11 IV INSTALL 16 LF 29'k18"RCP ARCH PIPE 6`1D W W/F.E T S.ON BOTH ENDS TRAIL CORRIDOR 118w1-E A� 97 INV IN=4654.D5 Q V EASEMENT 1e.5P N=eooar INV OUT=465373 2e AMERICAN SIMMENTAL STA >+ A=•8'S6'Sa- Ol ASSOCIATION F" m °° PROPERTY "N w W Nm . H � oa a i It ~' STA 32+12 - STA 37+` 4666 N 4666 INSTALL 508 LF HORIZ. SCALE: 1" = 20' m 8 O 10' WIDE SHARED U ATHWAY VERT. SCALE: 1" = 2' �ZD• 6wJ X 4664 4664 8 +U mw .O 4662 V V U w 4662 Nml , CmW \ m Y N � Q �NN 1� W�1 1 n m 0 4660 F�4 4660 -L4zv 3 > m 7$ z Q, CQ 4658 4658 E- ya! U2 4656 4656 - W PROPOSED \ / IN ELEVATION / y w+ EXISTING W ELEVATION / 4654 W 0 M cl 4654 W -ell E- 36+96 INSTALL 16 LF 29k18"RCP AR PE W/F.E.T.S.ON BOTH E 'x INV.IN=4654. 4652 4652 INV.OUT=46W 73 H O L) Z z 4650 � 4650 ow O w Z CQ a F x x 1648 a w 4648 3H6SC No. 4 31-BO 32+00 32+20 32+40 32+60 32+80 33-00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35-00 35+20 35-40 35+60 35.80 36+00 36+20 36+40 36+60 36-80 37+00 37+20 37+40 37.60 C OF 20 R 1 Y J Q 3 0 10' MINIMUM WIDTH FOR SHARED USE N INSTALL 1' GRAVEL 1' GRAVEL 5' TYP. EXPANSION JOINTS C13®ur. SHOULDER SHOULDER AT REMOVAL AP°°6="`— LINES wm 06-19-70LD CONCRETE REMOVAL VARIES DOWEL FLARES AS PER 2% MAX SLOPE — LINES (VARIES) C STANDARD DRAWING 02529-8 N MATCH TO EXISTING CURB & 2 i PAVEMENT rn --- —- --- -- z 0 ti o 2% MAX CLEAR & GRUB, MINIMUM LIMITS N 1:12 MAX SPOT ELEVATION SIDEWALK 1:20 MAX (EXISTING) ' e 14" MINUS CRUSHED GRAVEL BASE, 9" x (10�5 MINIMUM THICKNESS, COMPACTED TO A TYPE B ASPHALT PLANT MIX, 2 MINIMUM I -- 0) g _ MNIMUM OF 95% OF MAX DRY DENSITY AS THICKNESS, COMPACTED TO A MINIMUM OF DETERMINED BY AASHTO T99 93% OF MAX. DENSITY AS DETERMINED BY ASTMD 2041 2'X5' DETECTABLE _ WARNING PLATES (TYP.) PROPOSED RAMPS SPOT ELEVATION �N CONCRETE (PROPOSED) 7- NOTES: " W rf R PATHWAYS SHALL BE DESIGNED TO SUPPORT a A EXISTING CURB A MINIMUM DESIGN LOAD OF 25,000 ESAL. O 2. A SOIL STERILANT SHALL BE APPLIED TO T1,C STER,uNTAPPUEDON TOP OFGRAVE _ m "BGRA I%rP {IRTOPLAGE BASE COURSE(AB PROPOSED INTERGAL _ COST OF STERILANT SHALL BE INCIDENTAL TO OTHER CURB & GUTTER WORK. 1' TRANSITION�I I DROP CURB 1 TRANSITION U R 3. A CONSTRUCTION SEAL SHALL BE APPLIED TO THE PAVED SURFACE IMMEDIATELY FOLLOWING FINAL ROLLING AT THE RATE OF 0.1 GALLON/SQUARE YARD PER MPWSS SECTION 02505. F- ASPHALT TRAIL DETAIL RECORD DRAWING TYPICAL RAMP DETAIL N �a� o 9 m 1 w a o►~� EXPANSION JOINT F U r� O rx a. z w a w F. z C] 0 up) a. F F CONTRACTION JOINT m m a EXISTING INLET U CONCRETE EXPANSION JOINT FILLET \ (STANDARD DRAWING \ 02529-2) SHEET No. 5 TYPICAL CORNER DI DETAIL WITH EXISTING STORM DRAIN INLET OF 20 ti RECORD DRAWING T l0 DRAWN UY 0 CHECKED HM.ASK APPRVJED 9M ASK 10, ^ OATS JN1 e.2015 y 5' a e 2 N i Z D m 0, 0 z N �y N O O b W N N O INSTALL RAMPS AT ALL CORNERS m� PER STANDARD DRAWING 02529-8. 4 USE 2'X4' DETECTABLE WARNING PLATES. I 0 m S N P� I E' G O "I. -I V U O N G W. DICKERSON ST 0. �I ~o N � O 61 O E- U W ti O a a, z z o W � x U 765' r5—j a d R1 F W E- cn U O CQ SHEET No. 6 S. 14TH AVE. & W. DICKERSON ST. Scala: 1"� S' 1 0 2.5 S 10 OF 20 ti RECORD DRAWING R`10 DRAWN BWFS CHECKED Sr ASK APPROVED Or.ASK 2 DATE,.w+.,2015 m REMOVE & RESETLL a e L ROCK LANDSCAPING 7F rL7i71 6' 6 AS NECESSARY Z 0 51 - z n � 1 N m o c n -- Ooi' m 44 mp p 1 Z < 1 O 1 O O O m � N F9 1 0� .0 U No INSTALL RAMPS AT ALL CORNERS H PER STANDARD DRAWING 02529-8. 4 USE 2'X4' DETECTABLE WARNING PLATES. W.STORY ST N O Q1 O t E- + U W ti O a � `� x o W N 6 76' W m d x x W F, 12' H U N 0 CQ SHEET No. 7 S. 14TH AVE. & W. STORY ST. Scale: , _ s E2 0 2.3 S 10 OF 20 RECORD DRAWING ° 10 cn DRA"Eff: cmcmmU� n X-PROVM�,W Q� DATE AN!,2013 D 5 rn 5.5' a e 5� 5. N Z o L � 0 tij N IC-1 N 1 N d O O _ w „� 8.w .r m n y yym G INSTALL RAMPS AT ALL CORNERS PER STANDARD DRAWING 02529-8. F ' USE 2'X4' DETECTABLE WARNING PLATES. c� m N W N m v F � W.STORY ST N � O Fi I� t � �1l F U w -� - a F E + z o 0 O 5.5 F a ' 5' w d eq o' w c x a vn w F cli `J tf� O SHEET No. B S. 13TH AVE. & W. STORY ST. Scala: 1•— S' CE 3 0 2.5 S 10 OF 20 T RECORD DRAWING c w DRAW BY:WFS CHECKED ElY:AMC _ APPROVED Or.ASK DDATE,uw E,2015 m ae r Z 5 TBD 5' TBD i N -_ ~j N N 0 o 'o W �N „ N � O �on m W Qa� i o � H INSTALL RAMPS AT ALL CORNERS m m l PER STANDARD DRAWING 02529-8. m w USE 2'X4' DETECTABLE WARNING PLATES. a ~o N � W. DICKERSON ST m E- U W ti O G, co d p L� A � W 7r7 5 x 4.5' 5.5' G, co W E- vj U I UO .r O C9 S. 13TH AVE. & W. DICKERSON ST. SHEET No. 9 Scala: 1"� S' 4 0 2.3 S 10 OF 20 R RECORD DRAWING CHECKED Or ASK N�Br ASK OATS.YW 0.2015 < m 3e z 7 O 7' 7' 7' f lo 3 m 0 0 INSTALL RAMPS AT ALL CORNERS " p � PER STANDARD DRAWING 02529-8. USE 2'X4' DETECTABLE WARNING PLATES. U N m$ w F m 4 W. DICKERSON ST e h U W ti O E-1 m a z cn z cn d - � w Hcn x Q � A W � N 5' 6.5 w x � 5 5.2� Q► x p, F+ W cv Ey U cn P. O cQ SHEET No. 10 S. 12TH AVE. & W. DICKERSON ST. Sca.: , S E 5 0 2.3 S 10 OF 20 RECORD DRAWING iDl N Draw«er:ws = accan er tiK D °. AW / aTE 4m 0.2015 m ae 7' 0 Z 6' K 9' &5' a 0 Z w o� e W N� N � � m O INSTALL RAMPS AT ALL CORNERS " I ' O N PER STANDARD DRAWING 02529-8. F ' N USE 2'X4' DETECTABLE WARNING PLATES. Ali 13 S N� LW E- iD a o m W. STORY ST E- u W NQ W Q+ EF cn H E--1 scn r5' w a4 N 7 Ww L5 x d � x 5 c\) W � E- U kO cQ S. 12TH AVE. & W. STORY ST. SHEET No. 11 Scale: 1'- 5' 6 0 2.5 5 10 OF 20 1 3 RECORD DRAWING IWCKM Ur,� ,�BY ASK NO SIDEWALK THIS SIDE OF STREET DAM w m s 3e Z 0 z N N ASPEN ST. o 0 INSTALL RAMPS AT ALL CORNERS 0 PER STANDARD DRAWING 02529-8. USE 2'X4' DETECTABLE WARNING PLATES. w a I om I U b OR w m Ems- 0 m a NO SIDEWALK f, s INSTALL ONE RAMP TO WEST ONLY m E- O c� TBD z A W D TBD 0 z o a D �r D z w < Y a m a co Q 3 3 o � o W W z o p. � � z o 0 O W m v x E-� 0 a w L z v LO 0 N. MONTANA AVE. & ASPEN ST. SHEET No. 12 Scale: 1'- S' E 7 0 2.S S 10 OF 20 RECORD DRAWING 10 DRAM EFY,WFS CHECKED ff�ASK �< y APPROVED W.ASK �y V OATS JMI E.2015 T RAMP LANDING e o RAMP 2'x9' DETECTABLE WARNING PLATE INSTALL RAMP PER STANDARD DRAWING 02529-8A w N N N 1 w�M y® O d INSTALL RAMPS ' PER STANDARD DRAWING 02529-8. USE 2'X4' COTTONWOOD ST. m s DETECTABLE WARNING PLATES a �o N � O 8 Qi t i 4 e RAMP H RAM P ul a, o 0 RAMP LANDING o a RAMP LAN F' H D I N G O x x y w o Z D a Z w N D m x � z as z E-1 a z w o F U 0 x C9 i SHEEP No. 13 Soo,,: 1•_ 5' N. MONTANA AVE. & COTTONWOOD ST. E8 0 2.5 5 10 OF 20 R T RECORD DRAWING OOSE ROCK '° LANDSCAPE EDGING. REMOVE & RE—SET RAMP o AS NECESSARY. CHECKEDgr A R=2.5' ROLL EDGE 12.6 I N>�Or.ASK TO RETAIN SOD T RAMP 2.5' DATE AN 2015 8, = x x - 15' Cq — - FRAMP RAMP 0 2'X9' DETECTABLE X16' DETECTABLE WARNING PLATE _ WARNING PLATE z H N I m 0 o iO W ti ti y�y N I 3 G� oax� Oc+ lhyo o 'O I N IHy V M N PEACH ST w m x 0 a �N . rNrf 2'X5' DETECTABLE WARNING PLATE X9' DETECTABLE 2'X6' DETECTABLE H WARNING PLATE WARNING PLATE RAMP C o RAMP OLL EDGE TO RAMP �y MATCH INLET wog z x u — x - y `` S 11.1' d 7 R=2.5 22.5' Ad ROLL EDGE 9. Z }� =2.5' ROLL EDGE TO RETAIN SOD a TO RETAIN RAMP D 10' ae RAMP SOD x D ROLL EDGE °° d < TO MATCH m Z m INLET z o RESET SIGN w ON NEW POST z v �n x .� 0 SHEET No. 14 sc.,.: S' N. MONTANA AVE. & PEACH ST E9 0 2.5 S 10 OF 20 RECORD DRAWING i arisen�: R=2.5' x =3.5' ROLL EDGE °HEM By:ASK FRAMP 1 o, TO RETAIN SOD "�1 0 ASK RAMP a,>= a,�15,� x 3 e 14.7 RAM P RAM P X8' DETECTABLE \ ASPHALT WARNING PLATE - _ o 2'X12' DETECTABLE z WARNING PLATE o a W NHi O 1 .5% DES. 2% MAX o " O y ,—DETECTABLE WARNING DEVICES LOWLINE c� W m g 0 2'—i BEALL ST. AS REQUIRE ETAINING YDOWN STREET WALL CURB ' r0 o B SECTION A—A — — — H f NO SIDEWALK X6' DETECTABLE co NO SIDEWALK a n WARNING PLATE �4 TRANSITION TO MATCH EXISTING i GRADE �o E--+ RAMP D RAMP t1� INSTALL RETAINING _ O SOD WALL TO RETAIN STEPS UP D 1 CQ z � 9 0 m z EMOVE VEGETATION AS NECESSARY TO COMPLETE WORK SHEET No. 15 E10Scale: 1 10' 0 2.5 S 10 N. MONTANA AVE. & BEALL ST OF 20 RECORD DRAWING MEDICAL ARTS BUILDING DRAM Ur.WFs 4 Cce CHECKED ASK SS _ R APPROVED Ur.ASK OAl£.NM 6,2017 ST AMP & � % Ewq Y RS 55 a P F5'X5' LANDING WITH 2'X5' DETECTABLE WARNING PLATE 15.0' �— 5' EXISTING RAMP RAMP SIDEWALK a z N NOTE: CROSSWALK No MARKINGS & o SIGNS BY OTHERS o ' 0q Fro >, a N. WILLSON AVE. " N� � w m x TO VILLARD ST TO BEALL STto INTERSECTION INTERSECTION N • �, r io N � s 0 m 4 o�J. o►�J -- REMOVE & REPLACE ASPHALT PAVEMENT . �AS NECESSARY TO MATCH NEW GUTTER z V \15' SKEW a a x o REMOVE EXISTING VERTICAL CURB, INSTALL I I 40LF +/- OF INTEGRAL CURB & GUTTER a a 5' EXISTING -- u eIV4 SIDEWALK F N Qi C Ri INSTALL RAMP WITH 2'X5' CQ DETECTABLE WARNING PLATE z 0 co a a MEDICAL ARTS BUILDING PARKING LOT z SHEET No. 16 s a.. 0 Ell 0 2.7 7 10 N. WILLSON AVE. AT MEDICAL ARTS BUILDING OF 20 RECORD DRAWING CHECKED ErY:ASK APPRUVW U..ASK DATE,Wy Ov 2015 (n 2.7r > ..... z 0 z ...... > < ED m Ln ................ EXISTING RAM o USE AS IS E- W. ARTHUR ST F m INSTALL RAMPS PER STANDARD DRAWING 02529-8. USE 2"X5' DETECTABLE WARNING PLATES. cn E- 5- 4.6' 1.5 d Ln c\2 z 9� P4 —7.7' 0 7.5-s— S. GRAND AVE. & W. ARTHUR ST. SHEET No. 17 Scale 1'. 10' E12 0 2.5 5 10 OF 20 RECORD DRAWING N ° DRA�BWFS m (p CHECITD BY:ASK D APPIaM D Or:ASK D DATE wr°,2015 rn V 3e rn - z Z O 7-771 Vf I Q INSTALL SINGLE RAM WITH 2'X5' DETECTABLE WARNING PLATE J z � m o � N w O — al 0 o °D I N O N O E a E. CLEVELAND ST. �N • 'N% I �o N 0 9 m INSTALL RAMPS PER STANDARD DRAWING 02529-8. USE 2"X5' DETECTABLE WARNING PLATES. E-� NO RAMP A DRIVEWAY z CONFLICT w Ln > O m / .\L W cn N� N SHEET No. 18 S`°' S. ROUSE AVE. & E. CLEVELAND ST. E 13 0 2.5 5 10 OF 20 RECORD DRAWING fff: CWCKM Or.&'W or.,% akw-wr 6,2015 c 3c Z z z v 0 � < m z 0 EXISTING RAMPS " USE AS IS W N N O C) O c m o� 44 q a C, 000 I � � 1 cH E--i o W f l m py1 a E- o a O Z W. LINCOLN ST. N W � 8 o , e INSTALL RAMPS PER STANDARD DRAWING 02529-8. USE 2"X5' DETECTABLE WARNING PLATES. NO SIDEWALK co RAMP a a o I o ADJUST INLET BACK PIECE a Ln TO ACCOMADATE rr o m a NEW SIDEWALK CURB I � � Y a 3 m cr 7) U SHEET No. 19 U SCO1e S. GRAND & W. LINCOLN ST. E 14 0 2.5 5 10 OF 20 RECORD DRAWING Y J w DRA"BY:w5 CHECKED eY.ASK N APPROVED 9T ASK 8.81 O DATE Y Y 6,2015 Z V• 10' Z 0 oil 6" VERTICAL CURB I g I� y N Qi 1 N W om y ti O N � 3 G n R INSTALL RAMPS AS SHOWN USE 2'X5' W I DETECTABLE WARNING PLATES. 1 a N 1 N �m O N C W $ W. ARTHUR ST Nv m a • ►A,l lw O d 66 C 0 11 A • 6�~J 6" VERTICAL CURB OWN GUY DRIVEWAY SIGN DRIVEWAY APPROACH I 1 APPROACHLq • — x meet � a CUR Ew_, BOX 14.3' ad Y � W ¢ W � Cn C O O SHEET No. 20 S`D'6. S. 4TH AVE. & W. ARTHUR ST. E 15 0 2.5 5 10 OF 20