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HomeMy WebLinkAboutS 11th Ave Improvements w�0 >mU2 a iw�3 wJ SOUTH I I TH. AVENUE IMPROVEMENTS LEGEND 4 _=,v1 "_ KwN 00 0. BOZEMAN MONTANA =w � EXISTING IMPROVEMENTS TO REMAIN DEVELOPER Q1` az3N/o2�,' V CFT LIMITED CONCRETE =Q wow W Jd 465 GREENRIDGE DRIVE BOZEMAN, MT 59715 'z Z. e 6" MINUS SUB-BASE 0 �, RECORD DRAWING 1 1/2" MINUS CRUSHED GRAVEL m M k EXCLUDED THIS PROJECT e SCHEDULE OF DRAWINGS GEOTEXTILE FABRIC Z Z < Z. SHEET NUMBER DESCRIPTION , o 0 0 1 COVER SHEET m m o 2 WATER PLAN & PROFILE 0+00 - 9+50 GROUND SURFACE 0 0 P R O J E C I 3 WATER PLAN & PROFILE 9+50 - 17+46.1 6 AREA i 4 STREET PLAN & PROFILE 0+00 - 9+50 OHP OVERHEAD POWER f a 5 STREET PLAN & PROFILE 9+50 - 17+46.1 EXW EXISTING WATER R^ a 6 STREET STRIPING PLAN who 0 7 STREET CROSS SECTION EXS EXISTING SEWER z V W PROPOSED WATER VICINITY MAP SS PROPOSED SEWER � NORTH NO SCALE G GAS LINE U o � TELE TELEPHONE LINE F w8 YLL BOUNDARY AND/OR PROPERTY LINE ABBREVIATIONS GENERAL NOTES z x FENCE LINE ALUM ALUMINUM �� Y APVD APPROVED 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard —— EASEMENT LINE Q ASPH ASPHALT Specifications, Fifth Edition, March, 2003 MPWSS and City of Bozeman Modifications to the Montana Public Works AVG AVERAGE Standard Specifications. SECTION LINE OR DLC LINE - O AT BM BEAM, BENCHMARK 2. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation. CENTERLINE m CL CENTER LINE as determined by Owner and the Engineer. �IH CMP CORRUGATED METAL PIPE L� CO CLEANOUT 3. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field TELE BURIED TELEPHONE COB CITY OF BOZEMAN verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The CULV CULVERT Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide ROAD(EDGE OF EXISTING PAVEMENT) DIA DIAMETER proper protection when location is known. DIP DUCTILE IRON PIPE }--------------------{ EXISTING CULVERT O 4. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all O 3 DWG DRAWING construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor sholl EP EDGE OF PAVEMENT be repaired at the expense of the contractor. This work shall be incidental to the project, separate payment will not DITCH SHOWING DIRECTION OF FLOW mo FG FINISH GRADE be made, FL FLOW LINE CREEK/RIVER W/DIRECTION OF FLOW m 0. o GND GROUND 5. Access for other contractors working on the site and emergency vehicles shall be preserved at all times in ; o W HORIZ HORIZONTAL ��1OW CONTOUR o i� a o HYD HYDRANT accordance with the concurrent construction plan provided in the project manual. ID INSIDE DIAMETER EXISTING PIPE(SCREENED) INSUL INSULATE 6. The contractor shall be responsible for coordination of utility(phone/power) installation with local utility LF LINEAR FEET companies. NEW PIPE Z LT LEFT EXISTING PIPE TO BE ABANDONED 1< MA MAXIMUM 7. The contractor shall notify One Call ® 1-800-424-5555 for onsite utility location. All existing utilities shall be MH MANHOLE marked before digging. F EXISTING PIPE TO BE REMOVED ZO MIN MINIMUM r CAP ~ MJ MECHANICAL JOINT B. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall w Z MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS immediately repair the damage at the contractor's expense. --vCr— GATE W o FOUND SURVEY MONUMENT NTS NOT TO SCALE 9. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. U SURVEY CONTROL POINT W OC ON CENTER ® FOUND SURVEY MONUMENT BOX o OD OUTSIDE DIAMETER 10, All existingor new valves which control the COB's water supply shall be operated b COB personnel only. 0 OH OVERHEAD POWER PPy P y p y' O FOUND MONUMENT BOX � HORIZONTAL VERTICAL CONTROL POINT PC POINT OF CURVE 11. Contractor shall field verify line and grade of existing connections. / a- PL PLATE, PROPERTY LINE A CONTROL POINT PROP PROPERTY 12. Contractor to preserve all existing survey monuments. Any survey monument disturbed or destroyed with out + COORDINATE POINT w oPT POINT, POINT OF TANGENCY Engineers approval to be replaced at contractors expense. w PVC POLYVINYL CHLORIDE {y2. BLOW OFF VALVE Lv S PVMT PAVEMENT 13. Contractor shall stock pile topsoil at location designated by owner. ::D UI RAD RADIUS FIRE HYDRANT Z REF REFERENCE 14. Contractor may waste excess material at location designated by owner or haul material off site. EDGE OF TREES, BRUSH W w V' REQD REQUIRED > > RT RIGHT N R/W RIGHT-OF-WAY 2" EXISTING TREE W/APPROX. TRUNK DIAMETER Q O �I STA STATION SS SANITARY SEWER d BUSH I-- O STD STANDARD O NEW TREE AS SPECIFIED T&B TOP AND BOTTOM v~i TB THRUST BLOCK = TBC TOP BACK OF CURB -a v-o SIGN, ONE POST OR TWO POST = TF TOP FACE TEMP TEMPORARY, TEMPERATURE 4 EXISTING LIGHT POLE O ZQ J TOC TOP OF CONCRETE, TOP OF CURB (n TYP TYPICAL ® MANHOLE w UG UNDERGROUND N ml UTIL UTILITY Om VB VALVE BOX ny EXISTING UTILITY OR TELEPHONE POLE p VERT VERTICAL W/ WITH --PROJECT DATUM BASED OFF FIRE HYDRANT LOCATED AT NW CORNER GRAF & WESTRIDGE. COB ELEVATION = nk, NEW UTILITY OR TELEPHONE POLE PROJECT N0. < 4960.59 - NW BONNET BOLT. STA. 22+45.1 (22.0' LT) TBC CURB &GUTTER STATION &OFFSET W/O WITHOUT 3465.005 0 4918.72 TBC SHEET NUMBER WL WATERLINE SPOT ELEVATION O WTR WATER 4917.87 FL WV WATER VALVE d YD YARD DRAWING NUMBER n 1 3s m00 >WIZ r � of Ls W dWW< U Wf/IW�n Out� O EQ IF�4444Z1111 MSU STA 6+40.4 (12.7' RT) °i ? zo STA 6+40.4 to 6+45.4 INSTALL NEW 12" 45' BEND i REMOVE 5 LF EXISTING W/ THRUST BLOCK. J x - 12" DIP WATER MAIN STA 6+65.6 (12.5 LT) a i INSTALL NEW 12" 45' BEND N _ W/ THRUST BLOCK. L SCALE HORIZ: 1" = 50' Z Z 3 0 VERT: 1" = 5' o o +8 8 8 + + + + to ° ¢ 8 8 8 8 8 8 8 1107 HORIZ: 1" = 100' of m & - r — o Uaw 11x17 VERT: 1" = 10' uma o Ir O o � W g STA 6+45.4 In a W 3 N to INSTALL END CAP ON 0 0 ABANDONED EXISTING MAIN O STA 6+22.65 INSTALL NEW 8" Fw - 7-- GATE VALVE.(A.B.) N w�STA 6+27.8 REMOVE EXISTING BUTTERFLY VALVE(A.B.) CONTRACTOR TO PRESSURE TEST e EXISTING WATER MAIN TO SOUTH STADIUM CENTER FROM BUTTERFLY VALVE O STA. N 6+27.8. PRESSURE TEST TO BE SUBDIVISION C+ r�.v / / PERFORMED ON HYDRANT O _Z SOUTH / / ��. AVENUE STA. 6+33.9 BEFOR EXPOSING EXISTING EXISTING WATER MAIN 0 w 4940 4940 SOUTH 11 th. AVENUE I I - 4930 4930_ m a 0 ExisnING GROUN a 4 o FINISHED GRADE Q t z Z 4920 4920 L�J O - -r -- --- - -- -- + LJ N m 1F Z .. - PIPE O L.J . GT(lE 1 Cr :mO LASS CL > p O + a — J 0 4910 I 4910 -- - - LJ Q� O I m m mm -- m m m � a v < V < < d d Q � oYf ~ Q Q ... O d -- �' i o: i s a to atN I F O O O O O O O Z 4900 7 w I g - _ �'4900 3 (n _ cr� �p2 'i' V�i v~i E"_ t~i. O Q m _O t W Q _ - Ld RECORD O n= m Qp X Q m MI tp t0 O N ♦ t0 Ot tp rn DRAWING PROJECT NO- N O of of n O(T t7 N N tp Ot O� N N Yl N Ot m <A 01; OI f� b n b n t0 00 N b ul N O O e t`M }I65.005 () ao b m a O NNN N N N N N ry N N N N N N N lm NSHEET NUMBER mm mm rnirn 44 mm mm mm mm rnm mm mm rnrn rnrn a° rnm rnrn mn mrn �m a ee a+ ae a av va as as ee n 0+00 1+00 2+00 3+00 4+00 - 5+00 6+00 7+00 - 8+00 9+00 DRAWING NUMBER x 2 3� 00� amU2 2.. �o �U MSU Lo a a i Zo W FUTURE WATER AND $EWER o o W STA 12+05.0 (12.5' LT) -- INSTALL NEW 12" G.V. " .,n• / C.O.S. 1393—A w T.B. STA 17+12.9 (46.4' LT) INSTALL TYPICAL BLOWOFF 0 a D W N STA 12+00.0 (12.5' LT) PER COB STANDARD 02660-7 r w N Q x INSTALL NEW 12" X 6" = HYDRANT TEE & ASSEMBLY STA 17+04.8 (29.0' LT) f; �!`L i Q' = W/ T.B. ON ALL INSTALL 90' BEND 2 I STALL 32.5 LF 8" D.I.P ut W/ MEGA-LUG ON ALL CAP & T.B. �p - 7+46.1 (18.5' LT) SCALE 1¢ 9 INSTALL TYPICAL BLowoFF HORIZ•' 1" = 50' - -__-- PER COB STANDARD 02660-7 VERT: 1" = 5' �+ f 8 1 8 8 8 g w STA 17+46.1 (12.5 LT) 11x17 HORIZ: 1" = 100' o Z Z 3 U Z a o $ _ INSTALL CAP W/ T.B. 11 x17 VERT: 1" 10' N o >i 1- + STA 17+27.8 (12.5' LT) 0 0 w p STA 16+79.8 (29.0' LT) INSTALL NEW 12" X B" O W INSTALL HYDRANT ASSEMBLY CROSS o o w < w3 30 & 25LF6" D.I.P 01 U W/ MEGA-LUG ON ALL d o STA 17+28.1 (0.0' LT) N M z g6 0. 'r INSTALL 12.5 LF 8" D.I.P. N W W/ CAP & T.B. b STA 17+04.8 (12.5' LT) w c z a INSTALL NEW 12" X 6" STA 17+09.8 (12.5' LT) TEE W/ MEGA-LUG ON ALL INSTALL NEW 12" G.V. w'�u'+a ��-, P,o W/ T.B. 5i' BOYLAN PROPERTY SOUTH 1 1 th. AVENUE 4950 4950 �£ 8 SOUTH 11 th. AVENUE - -- - - - - - -- -- STA I +27.8 INSTALI CROSS(A.Bj < FINISkED GRADE 4940 - .— -- EXISTING GROUND - __ _. 4940 3 '6 aa d>>` I _ Q Z INLETCHASE -- ------ 15' RCP � O Z W D 4930 COVER MIN. 4930 v -- -- COVER REQ'D -- - - LJ v) 1 -PIP- -- - - - - > z o r 12" CLASS � O W n _/ ------ --- -- - -- - - a- W ] O 0 _ + U N V)J w NW N J 0 4920 4920. Z W ao m m W O I of 0 o + Q v a+ ± o cd + I n> I ao m 0o m m m m m m m m m �_ W < < < < < < < Y Y c < v a Q Q Qd = N < f F H Q a Z 3 Pa yP P yP yP P eP aP P O P Pa ♦< m a 0 0 0 = Of F_r + + q d q d d 0 0 ZW F I— Z w 4910 1-; 4910°' q - N a � r 3 T 3ouo N �h RECORD x� Q -N AO CYI, <Cdn a s y a �<�O O♦l�v ♦+ d Q M Y << O Y d v a e Y Y ♦0 a atl 0 O, OT 0 � 0 01 3465.005 " i e 1 1n N 0o a d c6 WO oo h DRAWING p HEET NUMBER R 00 oO N� n� � A O0 T 10 re) 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1AI DRAWING NUMBER 3 z IE'o� � u CONSTRUCT NEW CURB & GUTTER AS PER PLAN z l o � nWW� Zo REMOVE 150 LF EXISTING STA 0+50.8 TO STA 1+44.3 (53.5' LT TO CL)rA_� CURB & GUTTER LEXCAVATION 4' FLAT BOTTOM GRASS LINED 4 STA 0+27.5 (10.8 LT) :1 SLOPES CONNECT 12" RCP STORM a3�3 TO EXISTING MANHOLE ACTOR SHALL VERIFY D DEPTH OF UNDER- 1� STA 0+63.3 (54.5' LT) ITIES PRIOR TO �� ��d W J •' CONSTRUCT 24" R �..cEr OF DRAINAGE SWALE. STA. 0+03.21 (131.7' LT TBC F.ARED END INLET yr f STA. 7+53.9 TO 13+17.9 � " MATC TBC STA 0+52.8 (26.0 LT) TBC CONSTRUCT NEW NON-RESIDENTIAL � CONSTRUCT COMBINATION MANHOLE DRIVEWAY APPROACH PER COB REMOVE & RELOCATE CHAIN 'JJ MAT FIL STA 6+67.7 LINK TO FENCE TO ROW AS STORM DRAIN INLET PER COB STD. DWG. NO. 02529-12 STD DWG. NO. 02720-18 REMOVE 720' SQUARE CONSTRUCT NEW NON-RESIDENTIAL STAKED BY ENGINEER STA. 0+08.86 (49.3' LT) C STA 1+42.3 (26� LT) EXISTING ASPHALT DRIVEWAY APPROACH PER COB STD. DWG. NO. 02529-12 v w m 4916.75 C CONSTRUCT INLET CHASE PER 4916.3 FL N STD DWG NO. 02529-14 .J � n CONSTRUCT NEW PEDESTRI RA.P - - �r 3 ' — - -- ---- SCALE 1 REMOVE EXISTING STORM DRAK& 12-J_� AlHORIZ• 1" = 50' N Z 0 3 0 RCP. PLUG AS DIRECTED BY ENGINEER: -�'-- ,r' 9' ''_ = 0 VERT'. 1„ 5' 0 - O 4 -- .-_._.T- rr _ -N- .i m n , K 0 41 p d 8 f 8 1 10 7 HORIZ: 1" = 100' REMOVE 29 LF EXISTING CMP. CONTRACTOR g 8 g 8 tr� � o 0 T VERIFY LOCATION OF OOM!lIREAM INVERT - - - - - -- - - - -- _ & PLUG AS DIRECTE BY ENGINEER / 0 m w a 1 1 x17 VERT: 1" 10' g g / E ~ o m J e a 0 d <� I o r a QQ 0 0= ZV 1m NU NN d OmU ODU QQ O ♦ �O nW Z VIHZ HK HF- �pW JOB �l)W OOW J uu - IOV + Q< �OO p 00 WU Jm m0 000 W ZW> o d mK mm W a-a- F d d W �NO G_ 16 NZN V) (A EL (L iNNn N gggi'n�v + 7 Z Z N Q U K� ~ EE y a Ir 10 aN w8 B p < u 'n =� + a Jn rn z z J^ 0 1 wo a d c0i o0 U,0 jr �0 SOUTH 1 1 th. AVENUE F r InW U V W 2 fn yWj W W O Z W Z O Z O Z V W W W W g 4950 m m 4950 m £ SOUTH 11 th. AVENUE PVI STA = 4+77.21 PVI ELEV= 4915.37 A.D. =_1.2 z�o:o . 7.5' 4.0- 13.5 4940 _E -- --- 4940 1.3T M 5.1 A �qR/q lE - < x rc k t✓ C 6.83' MIN ev�, o u $ 3 O G< LC 1 N M SWALE DETAIL N n u SCALE: NITS I qqq a .d0 N n a < w F O D N W w O Ln 4930 o '� i < __N z__ ,+� a > 5 S -- -- - _- 4930 + + z `" N Gi J:i EXI ING GROUN LLJ Fn rn H < N m WW> J O N m m FINI HED GRADE > +O rO J 10 N U N N j 9 0 W < �a W N Oa d OX � w O + n a< s m a s e In kL d n0 N '�a N < O U - N xllzo +o Ion z +a u ± n x - r O w J O L` 4920 W z z rn z¢ Z Z rn - 4920 LL� O > a Q s 0.64% n v o rRC vJ a < _ Q J p - - F -- - � cr n � � w x z t V' Q w RECO _:/ n" ti 491031 LF W 4910 r cn F 1 CLASS I RCP ¢ O O 1.0% w m =xZ DR.AWINGJO PROJECT N0. Oa MN rn JO as NN Nut am ♦J'1 asO< t`M 3165D05pmN ,p,p bJp bt0 nr nn rn mm mm as ON NN NNNNNN wo NnSHEET NUMBER 0 �, as as as as as as as as ala as as as as as as as as as ae as as ♦a �d ♦•a ae as as va as e+ ♦a ♦a ea ♦w a+ as n 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 DRAWING NUMBER 4 5 m0� 2� STA. 7+53.9 TO 13+17.9 REMOVE h RELOCATE CHAIN VVV ,�"11" w NQa& a LINK TO FENCE R.O.W. AS �ROPOSED TEMPORARY TURNAROUND Z O NOT IN CONTRACT o STAKED BY ENGINEER m-Z 19 z STA 13+48.0 50.0 LT - STA 13«41.5.F.L.ELEV-4934.61'(A.B.) 01 i ( ) ? UTURE WATER AND SE R IFCO STYLE S SOLID COVER INSTALL 50 LF 15" STA 13-42.3,F.L.ELEV-4915.05'(A.B.) ( ) 0, +Q RCP GRADED O 0.5X TRENCH GRATING W/ STYLE Ci PROPOSED TEMPORARY 30" - STA 13+41.5 B FRAME OR APPROVED EQUAL �a33" m m �m AS STAKED BY ENGINEER ----. � � ., ( ) d d o INV. IN = 4932.34 CLASS III RCP PIPE 92LF ''�'-�"r EXPANSION JOINT w I~i1 m 3 I�ij w 3 NOT IN CONTRACT o STA + �.3 2� Z _ •.� .IT' 1.sx 0 J '� - STA. 17+20.6 (41.4- LT) TBC '' p Q U O1 0?-� _ 4938.19 TBC cj PROPOSED STORM DRAINAGE POND EASEMENT 2-F 4937.74 FL vzi POND AREA = 881 SQ. FT. 495.00 1 FL ELEV. BOTTOM OF POND = 4933,89 ST 5.00 B R-3 Vk1'B) BASE COURSE J �5 UUEV.no 2- 15.45 FL ELEV. - -- - -- CONSTRUCT NEW PEDESTRIAN RAMS- 91 END CONSTRUCTION IFCO STYLE S (SOLID COVER) o All TRENCH GRATING W/ STYLE JHp-� �p 8 g g 8 u m " B FRAME OR APPROVED EQUAL o z 0 g EXPANSION JOINT ( ) w m a 8 8 11 1/2 _ o o a o m ww rn o o w O STA 17+46.14 (0.0' RT)4935.45 TBC e' s a 3 o c3 m o O m 4935.00 FL m m v_ PROP. COR. - m m $ W 3 0 d w w 10 w w ~~ DO NOT DISTURB 6'! o o w n o m U +4 4 + STA 13+48.0 (26.0 LT) TBC J M mo BASE COURSE o u n v? r'o O 1"O O INSTALL CONCRETE STORM IO of Iz a- cr M DRAINAGE INLET CHASE PER rmi N w omu �00 dZa �oz COB STD DWG NO. 02529-14 'S rya \ �y,,��p� M G LL e LL N 0~o STA 13+32.94 (0.0' RT) e O m �A \INLET VHAsE +moo +0 0 O z Z U BRASS CAP O PROP. COR. ao a F w moo 00:It ]0 O] +U- F Z d oMIX a d a a v DO NOT DISTURB 0 n O w SCALE: NTS + ��� SEE COB STD DWG 02529-14 wyNa God Ozo z z n dzn �o U U O O NS Fz z� 2 9Z Z� SCALE N� Z H m V) K Z $ oo ^ N N HORIZ: 1" = 50' K SOUTH 1 1 th. AVENUE w� w m W VERT: 1" = 5' �� �w m 11x17 HORIZ: 1" = 100' N (n PIA STA = 13+50 W W PM ELEV = 4936.24 11x17 VERT: 1" = 10' m AD. _ -g1.68 :960 20K0.00b10 )C _ I_ 4950 < SOUTH 11 th. AVENUE VARIABLE BACK FILL SLOPE i NATIVE SOIL BACKFILL - - - _ ----- - - PED/BIKE TRAIL O 2.0% y BOULEVARD ('1 EXISTING < SUBGRADE O O 4:1 MAX EXCAVATION 950 + r,'oj r LIMITS rc a 4940 , 3 - FREE DRAINING 2 0 O n I, BACKFILL Z Y rc p m VI < LL + WASHED ROCK N w w M WRAPPED W a 3'X3'X6' INTERLOCKING CONCRETE ITH GEOTEXTILE FABRIC BLOCK WITH FINISH EXPOSED FROM CONCRETEa� VARIABLELATIVE OBA BACKFILL CK MATERIALS OF MONTANA OR FILL SLOP �y APPROVED EQUALL a 1 N m EXISTING SUBGRAD � Z F PED/BIKE TRAIL O 2.0X O eX-VATON4940 EXISTING G 4930 BOUO 4LEVMD 1.0 LIMITS 4 0.7 S --- -- - - -- - - - - --__--- - ING L'-� v BACKFILL j 1' X 1'J'MINUS WASHED ROCK - - - - -- � WRAPPED WITH GEOTEXTILE FABRIC /�/�,1/�p�� 1I 11 n q 41R INLET C E VONCF 1 E W�DEAL w Q% N 4930 STA. 13+38. (0.0- LT) 14920 SCALE: NTS 'w Ou --- -- - 1 -CLASS I -RCP--- - + ---- ---- --- W L� cy 1 o r I STA 13+39.9,I V OUT=4932.0 (A.B) Q O M 0 ++ v'1 i In w a CONCRETE WALL ELEVATIONS a a 4920 w 4910 STATION AT BASEVOFON HEIGHT OF DEPTH OF z w S y'� ---- - WALL ELEV. (FT.) WALL WALL f w� % UO FT( .) BELOW F.G. N 7 z 9+69.84 4927.53 FT' O a N 3.00 1.00 m N j 9+93.42 4927.98 (/) - - l -- - --- 9+95..7 4928.00 68 6.00 2.00 0 0 101 8§4§4 41211 66 3.00 1.00 m N N r1 n N n a o n n o 11+28.996l 4930.55 Q n Oj M N m,N < O N m N m m M q m a M OI I� a 0 a s V)m Io N PRO1ECi NO per nau of o; oro �iN ri rS �`t NN Ipi �Ipi nn Inin r°Djn ✓ODi rml nn M n 3465.005 Vj N ty[V NN Nr1 nI%j rjn MM ,.jn MM 0 o1m mrn rnrn eArn mrn as rnrn rnm 0j o, rna mrn rnrn rnm rnm rnm mm a m j �Y �♦ ♦� �+ as as as as as a♦ as as as as as as a a a SHEEP NUMBER '^ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 RECORD D RA W I N m raj DRAWING NUMBER 5 boo INSTALL NEW SIGNmi _J © PED CROSSING 500 FEET w (W11-2) I VA c WITH W16-2A PLAQUE 0 EXISTING WHITE STRIPE V EXISTING WHITE STRIPE NOTES: �ww 14 4' 1. REMOVE 6 EXISTING NO PARKING SIGNS AND REINSTALL AT STATION 2+00 LT, 6+00 LT, 11+00 LT, 16+00 LT, 9+00 RT AND 15+00 RT. RE C O RD 2. CROSS WALK, STOP BAR AND TURN ARROWS, WORDS AND CROSS HATCHING SHALL BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE. 3. 8" LANE LINES SHALL ALSO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE. W �� 4" DOUBLE YELLOW, TRUE 4. INSSTALL 3 NEW DELINEATORS ALONG THE RELOCATED CURB-LINE OF D T . ` '�1 CENTER LINE OF STREET KAGY BOULEVARD AS SHOWN BY:• cYi� =Z��`` 1K",/` W END 20:1 TAPERS z END 4" DOUBLE YELLOW 8:1 TAPER, BEGIN 20:1 TAPER (113 LF) A 4" DOUBLE YELLOW BEGIN 20:1 TAPER - w a o REMOVE 390 LF OF EXISITNG INSTALL ADVANCE INTERSECTION® ^�I 4" WHITE STRIPE, EACH SIDE SCALE _ " N Z Z 3 O LANE CONTROL SIGN (R3-8) HORIZ: 1" = 50' (� BEGIN 4' DOUBLE YELLOW _ p & 8:1 TAPER (96 LF) VERT: 1" - 5 ¢ rc 11x17 HORIZ: 1" = 100' m m 0 f .1 END 8' WHITE STRIPE ® 11x17 VERT: 1" = 10' L) pO� ➢ r Q 0 ¢O 3 ,N;'w' i Z ® W © wJ a a O U w w ] a J W Z W 3 Va 4 4k 3 N ,� v1 m o va~ig ON�'+n N •, Y J a N w �- J N tR �a a _rn z o L1 o m t= tl Nz m 3 N� �N 3o a np a V J� JF Uap aoom Ja om J J ��N Ja Ja J ��Z om zF- w� 0 1n In 3 z"5 w N�3 of ov1 ov1 D�p �n c~in ¢ o� _ o� o iD3{ HQ aW �JWJ U' Jm Z= w� N OU,-4. my IDJN W Ow OW W 2 +N.�i INN NQ NJ ^J JZaO OIN d MJ zttS'$ W N >� N O Od Na FU N NZa yVV�11 Oa v01A v� v� �ZU NWZ vW CO0. v�0. vja VIA - vW �mR wZ N �� WU 1~/1 O C WU 3 m K �'n 00 w Z m MK ZOZ t0 3 h 3 ZUD a=C7 m= S W. uw .t OK Nam; p S O N OK O Pa Z Z U O Q N U Q FN VI_(n _ f.� 0 H O F- 2 3 S O H F Y Z- N Z ,p VI Na Na Q a1n w w mN Y o < wY of w m� 11 111 a '�'vw '�< 'gym U� v13 3N� ea 0. N iOV~ v)a N3 �a N �� �o z � = O 3 3 V� O _p JV3 0 o"'o o +o �zN Nm xOw ✓1�0 a�0 ao3 Ana roa �`' z_ as z_o 50. zm io i J �� o z z 04 U of J U= a 3 OC7 OJ 2 UI` 3 O= U J <M 3 <(,9 QO QO F J Q ZJ Q ZJ +0-N Q Z O 2J W WO W NO W yy�� WO W_ N W~ Z W I-+a H W F W W�W HZ H, z F W ti WW I F W Ia-Z a W •�T"� 8� m3 0=Z <m �Z N m> KZ m< m Z0-3 U �m> 1/10aD O: IAm Vlm K41L NW SYO In m> 0m> QZ� Nm VIw m> SOUTH 1 1 th. VE. € A 12' o N 12' 11 ® + 12' 1 + 1 + 11' 8 12' 8 - O d {� W w o-W pWf-L O J0: H WW - - - _- - < aa dw [L� W p ® �N J� 0:~ H' �O� KJa W JJO. J Ja W 2 I < O ma W VI D- \W F-p O Oa m- F- m- m- 0. Zw �W Wa a JO� O J O[ 3� NN N hN ao N 0:n0 4ON O� J 00� p�� J� WN ~�Q JN J,y ® Ll v Z� 'w Y NvY vH NON ; vON m bN �ON NON NN m w in I- � z� �: w a �zd =O N� _ �v�w m'�� 3 in O W ao 3 �. 3 Q 3wf 2tr ��. I- In 3m 3 3 m3 O NZJ mad eo �.r a4 0 a0 Qvi vi 3 Joo 3m \w �m� �W �0m 3 v~i Vz az 0 NaN ,Nna _m�n3 +W how yo �_ �� W ZW aiow �= 1./� OON W WN 3� m QW m a ZH,7 UW� ZY O O +O + N O: O m +W> m J 3 FN }W N W> 3 OIn NO Z >ZO d z OW Q OHQ �UUj lY m F N!Y 2 K 0 0 O Z + N Q N m ow aDa Z W N m +m +a W Zom- Ln WJZ (7 Oa1- O NNE = Xa W U } U HW O N Q +W> }O Q a0 10 CQ7WOa Ur1 m 0=w N H O'2 O 3 w an d W O W Nm Q F- Mm MO O Q Q O Hw Z SW HY Zm z� 2H� W UZ 3 V`V) 3 N N N Va~m �W N n Nm Qga�Np LJ Z Y N pp W �w� z 0. m II a0 <N iI WJJ� Q < x a m a Z VZ -U' w L0w_ Z< W l/'1 J h w O¢IY w x H >o 01~i1 1J > ~ (L Ip`+ V z Q OV m INSTPED ACROSSMC SIGNSLL NEW (W1 1-2) N a. - II 2 .0 Z N a o J Z WITH Wt6-7P PLAQUE 1/ 3+ I w w o Li O c N 5 AND (W11-2) 500 FEET ) I a in; 0 z z TO WEST WITH W-16-2A O II N PLAQUE I d I I Lv o II z L'i Q z II LLJ C:7 5 I > z z II IOf a z+ I N Ln Q N II w N A INSTALL NEW SIGN POST'S w z w II AND SALVAGED DEAD END <.��� I F- -- BARICADE SIGNAGE PER - — --- - _ - - - - _ - COB STD DWG NO. 09810-2 _ X _ X X - I', O a -- -- — - - ---- - - _- _ _- (/7 ----------- ----- m == w m N 0 ----'� OHP---- CID HP- -�-- P _ -- ---- µ�_ SOUTH 11 th. A VE. ---- ------ = PROJECT N0. N --- - - - -'--------------____-_____---'-T--------- - -------- - 3465.005 O STA 17+46.1 (2.50' LT) SHEET NUMBER N END 4" WHITE STRIPE e M STA 17+09.8 12.80' LT DRAWING NUMBER END DOUBLE 4" YELLOW x STRIPE 6 w3� m O U Z 3mZQ �j. U U r S Z O Z r - O �0 W dOWZ cU�� Cf > NJOK 2< Ho O 3 EXISTING THIS CONTRACT w ""33H;tt —}-_- - .. 9.5'-- Ie.S' 0' 10' 1- i eOUEMMRD YIILn-USE PAIN 2_I LOB STD. Y LIF'1 ASPMALI BRI nK:+�-Dir:r� I 2• IKKK 4l\ \\ CURB AND - - _ SA.CUI 3•IFT ASPWET C0.8.STD. 2'LIiT ASPIMLT \VAN" - GIRTER .�-DQb J.Opz E%ISIIN cua _ Z.� > �� GUTIER t t•TYP 9T9 T m � _ 8 �o-- coYPAaED -.'-. rD c vLL EASE USE SOIL STERILANT UNDER PATH c FD '.Al aEou HEEER D ar a•of 1 1/z•-MINIS END.N CRUeNEp GRAVEL BASE 6'OF 1 1/2'-MINIS wecRADE UI t'OF A•YWUJ CRUSTED GRAVEL BASE SUB-RISE 15'OF 6"YMt15 O Z SOB�` VTH STREET CROSS SECTION A o o 0 SCALE: NTS p W o o w s 0 0 0 0 w U U K N n i H Z FUTURE THIS CONTRACT Wmo=.1 lza BO'EASEYEM 2 u g V BIOK v cuRB ro %a GERB NOTE TRW BOULVARD ". "r'' DR2.N,NG LANE cot eoucYvo wLn-tusE PATH SUBBASE k CRUSHED GRAVEL BASE TO BE D z' C.O.B.sro. nD COMPACTED TO 95%AASHTO T-99. ASPHALT A. cunt Aw cuRe AND TO BE COMPACTED TO 97X Wr� j 2.QA GUTTER 3'UTT ASPIMLT 3'LRT ASPIPLT S.Kns TIER z•u Asa Tl .�MA*' O f 11 3•of I I/2•-ums ppl��D FABRIC.Crrt "-2 DOIIPI6TEDCRl15NED VEL BASE USE SOIL STERILANT UNDER PATH W EEQUA50 ASY�REOUI�R SUBORADE NUS ,.OF 1 6•lY C8 i"H-WRARlSSE J EgEER 5150"B-OBf�8E' NUS0 I I/rM YUNED DR-ELBABE M STREET CROSS SECTION B _E SCALE: NTS -40 i a z w w FUTURE THIS CONTRACT m - 110'EASEYBM .. O Qu BACK OF CURB To %o<cuRe �(KWO 3�A 1CH E —z4.6. 4. e. W PFD/BWE iRAL BDKRLVARD - MMJG LYE BOIIIEVMRD MILD-USE PAN '. ARVBKF HE.IGYR Q ]' C.0.&STD. �'��� J:I ri.�P ANn BREAK POI, CCUORBB 2'UR ASPHALT 3.)6'REAx Q ITRA; - 3'LRT ASPHALT (HITTER Z F- 1 - y003_ _X RETAINING WALL LOCATED FROM (n Z / STA. 9+62 TO STA 11+45 0 CRUIRED e aMVEL BASE LAJ COLIP/GIED— '-nBRIC, 1 OM A C-1W SUBg1AR c� r-1:Ej;�;C;l 4,,Fl L.A R UIRE ED R' USE SOIL STERI T UNDER PATH Lv N K \ �1] EQUAL ASVREOUNED BYr OVAL,AS REWIRED Br e'a 1 1/1'_yMIyJ •.r J E11GW�ER ENGINEER 6•OF 1 1/2--MINUS CR'JSHfC G VEL BASE CRUSHED GRAVEL BASE O W le•Di t•YRMA 15'CF 6'MINUS 10 - 6DB 66'),19H STREET CROSS SECTION C a- w o SCALE: NTS O of w a N w m (n u N Z W N LiJ Elf O > F- = W W Q U J 0 a ,a•EA..51. (n tr -- s1aK OF nne aACIK a ant vI W N PED/eE10E TRAt —a.— 19' E lo' Z BouL.EVARD Bo11LEVA/e) YLEn-R6E PAN _ z• c.0 B.STD. C.O.R.AND. J T ,O,B AND F R4k, 2�3 GUTTER 3'UFT ASPI T BREAK PqM 3'RRi ASPHAL GUTTER 2'UFf T ,A VOL- Z J 3\11FY'. t'iYP_ a1.� BT'P 9'TYP Sm� BM O ED 4Ei w N ` °`� RECORD USE SOIL STERILANT UNDER PATH / COMP D EQUATE.LONTECH C-2W ABRIC.C(ROECH C-2(p _COMPACTED RC QQ Sl1BG E AS R O NwRO�ED wRAFI 50px R APPRWED EIXYL.AS RFGUIREO BY EQUAL AS REDUIRED BY 1/M oAsS ENCWEER [Nf%NEER 6'Of 1 1/2'-YRA15 Q OR1I611FD GRAVEL BASE CRUSRIED GRAVFl BASE PROJECT N0. N 5.Of 6' 15 a 8'YINIl6 SUB-BASE SUB-BASE 3465.005 � DRAWING SHEET NUMBER 'm O ��M STREET CROSS SECTION SCALE: NTS DRAWING NUMBER n x 7