HomeMy WebLinkAboutGriffin Drive Road Improvements r
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GRIFFIN DRIVE ROAD IMPROVEMENTS
1883
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y PROJECT LOCATION
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SITE PLAN ^
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QUANTITIES FOR QUANTITIES FOR
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GRIFFIN DRIVE BASE BID GRIFFIN DRIVE ADDITIVE ALTERNATE #1 am
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ITEM BID DESCRIPTION AS-BUILT ITEM BID DESCRIPTION AS-BUILT ITEM BID DESCRIPTION AS-BUILT
NO. QUANTITY QUANTITY NO. QUANTITY QUANTITY N0. QUANTITY QUANTITY x a
1 3130 -3589 C.Y. EXCAVATION 13 8 -6-LF EXTEND EXISTING 18-INCH DIA. CMP 1 1083 S.Y. UNCLASSIFIED EXCAVATION ABOVE m e p
----BELOW SUBGRADE m m d------------------------ ------------- ----- ---------SUBGRADE�PAVEMENT MILLING
--_-39ag 5--_-- SHED-U------__ ____------ 14 1 EA. STORM DRAIN DEBRIS RACK -------- ---- ------____ x a '._k
2 3989 -56'��C.Y. UNCRUSHED SUB-BASE COURSE, rc a ao >a
6-INCH MINUS ---------------------------------------
___ 2 205 T 2-INCH ASPHALT SURFACE COURSE
_— o < m o
15 2 EA. INSTAL DROP INLET/MANHOLE OVERLAY, TYPE S-3, IN PLACE
3 !•5Bt-- 1-INCH MINUS CRUSHED BASE COURSE
---____—__---__________________—_------ _________— 16 7 EA. ADJUST EXISTING MANHOLES 3 60 GAL. SS-1 EMULSIFIED TACK
4 11,360 S.Y. UNCLASSIFIIED EXCAVATION ABOVE SUBGRADE: TO FINISH GRADE -------- -------- - --- N ate+
PULVERRIZE EXISTING PAVEMENT, PLACE -------------------------- ------ ------- 4 2 GAL. STRIPING, YELLOW PAINT C
----------------- ------ ------- - --- 0
AND COMPACT RECLAIMED ASPHALT BASE 17 11 EA. ADJUST EXISTING WATER VALVE -5-- 1 GALS_-___STRIPING, WHITE PAINT
COURSE MATERIAL TO RESHAPE SUBGRADE. BOXES TO FINSH GRADE ------ ---------
6 1 LS CONSTRUCTION TRAFFIC CONTROL
--------- -------ESPHALT-SURFACE
---- ----- ----
5 379�T ASPHALT SURFACE 18 2 EA. EXISTING MAILBOXES TO BE RELOCATED 7 77 LF 2- STEEL CONDUIT, IN PLACE •—
COURSE, TYPE S-3, IN PLACE ----____--------—------------------- --____--_ Q
19 1 LS CONSTRUCTION TRAFFIC CONTROL
6 22 2frGAL. STRIPING, YELLOW PAINT L
-------------------- ------ --------- Q------------------ -------- 20 1 LS REMOVE BUSH ®STATION 4+00 RT., •-
7 27 3P-GAL. STRIPING, WHITE PAINT TRIM TREES AS DIRECTED BY THE ENGINEER
------------—------------------------------- -------- ®STATIONS 7+00 RT. AND 27+50 RT. •—
/L�
8 325 LF V-DITCH ------——------ -----------------r----- ---
----------------------------------------- -------- 21 22 -e-HR. LABORERS (SEE NOTE 1) V
9 398 226 LF INSTALL CULVERT, 15-INCH DIA. - --------------------------------------------- NOTES' O (�
---------------------------------------------- ---------- 22 8 #HR. BACKHOE, 1 C.Y. (SEE NOTE 1)
10 0 -95-LF INSTALL CULVERT, 12-INCH DIA. _______________—_____________-__—_------------ ___-___—__
---------------------------------------- --------- 23 4 HR. TRUCK, 8 C.Y. (SEE NOTE 1) m
Cl E
11 15 -6-LF EXTEND EXISTING ----------------------------------------
36-INCH DIA. CMP 1. BID ITEM IS FOR MISCELLANEOUS WORK NOT INCLUDED N
24 2 4-HR.. FRONT END LOADER, 2 C.Y. (SEE NOTE 1) 0
-------_------—------------------------------ ---__
12 24 -8-LF EXTEND EXISTING ------------—----------------—------- ------- IN OTHER BID ITEMS. WORK APPLICABLE TO THIS BID ITEM m
24-INCH DIA. CMP SHALL ONLY BE PERFORMED WHEN IDENTIFIED AND AUTHORIZED
-- -----------
BY THE ENGINEER AS ADDITIONAL MISCELLANEOUS WORK. PROJECT NO.
417.026/040/0310
i
SHEET NUMBER
i
1/5
417/026/SHEETI.DWG m
EXIST.TREE TO BE Audie B.Collins
EDGE OF EXISTING TRIMMED AS DIRECTE N&N Properties,Inc. M II R.Collins I a:
BY ENGINEER P.O.Boz 3447 °f>^ William J.Sabena O
PAVEMENT 1509 Brid er Drive Pacific Hide&Fur Depot
Bozeman,MT 59772 9 ma W.Main
e Bozeman,MT 59715 P.O.Box 1549 Bozeman,MT 59715
CENTERLINE OF \�� Crest Falls,MT 59403
STATION 2+00 EXIST.ROADWAY Q,J Four YS Limited Partnership 119 I'm 31 j 113 I'm 2697
BEGIN CONSTRUCTION,N TCH n 451 Little Basin Creek Road
E%IST.PAVEMENT ELEV.,SAWCUT Marcia J.Edsall G . D - 101 I'm 4515 108 Fm 3387 Z
0 {I Butte,MT 59701 N
Bozeman Veterinary Hospital,Inc. �\ V,O (\ rn R G I
AND TACK EXIST.ASPHA T EDGE N.7th Ave.&Griffin Drive Wayne A.Edsall d0 SGh (j\G m mm NOTE 1,SIMILAR o� D F O
COST TO BE INCLUDED IN OTHER CENTERLINE OF 3181 Mclllhattan Rood J\ D 109 Fm 781 Z
( Bozeman,MT 59715 0 to a\ D 12' LE. SECTION CORNER it ITEMS) ` NEW ROADWAY Bozeman,MT 59715 Sid SUb NOTE NOTE 2.6 m 5 e n m' D
EX ND END OF N.W.BOLT U
63 Fm 1865 ib I C t\G� °� EXIS'CMP riS FT - EL.=-17047.10- _ _ _ 25C 24 -- __
�m 117 Fm 3756 gG NOTE 1,SIMILAR
/ z -- 28 -. __ Paved Access Dnve 25D Url
o
e L EXISTING R.O.W._ i_ v ----- - -- `v4 EN.W BOLT07 ,ry -
RA
-P-oved-- - o cD - - - I + -
Z Access Drive a -_O� _ ® }- 1_ - -+p ��
o __ �'H- - {�- I/ _ w} - i _ _ +- - +.- .H: _ _ M*o - Pavad �1 _ _ _ - _ _ _ -
_ +' - } - I o�MIV CI o -0- ..- --- - _ Proposed Rood 12pE MAIN
/ O
1 - ��-_-_- L n 9 �.•s, ...�� ,- - - - 72 a�oo '_ A�oo a _ r.. � - _-- - Y-
D f .� sued -__ f� A. Z _.�12 TELE: _- __ x x w< _L
_ \ xeea �_ �P / U.G _ Il- - i�ftE.— Pr My Pro fn tY M�oO 7z �
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< Dnve — — w — — — — — — — - Telephan a INV.4890.74 °� ,W a> w Telephone - Q Pn �- N.W.BOLT S w z
hone 12••ThLL. INV.41A84 - - -® - p S o INK 4898.79 EL.-4704.79 o>_p I/648 \__ - - A.B. - _ Pr My s r Pin Y A.B. m OTE 1 NOTE 3 ��ppp NOTE 1BOX A NOTE 3 ConOCO mEXISTING R.O.W ebX NOTE 3 NOTE 3 P.O. Box 2197 STA.15+00 o
NOTE 1 2 A'B' REMOVED M, O Thomasz 520 W.Griffin G J Houston, TX MATCH LINE mwQ. •�O Bozeman,MT 59715 G59 Fm 1378 m
ADDITIVE ALT./1 j Northwood Land&Livestock Co. Northwood Land&Livestock Co. Northwood Land&Livestock Co. Northwood Land&Livestock Co. A a o W a w
MILL AND OVERLAY W/ 2110 Brookwood 2110 Brookwood 1 2110 Brookwood ¶ 2110 Brookwood << 122 Fm 2163
4'-0' 2'ASPHALT SURFACE Fort Collins,CO 80525 j Fort Collins,CO 80525 iorl Collins,CO 80525 \\'' For[Collins, CO 80525
COURSE TO STA.2+00 2 7 0 a 4 z a o z
STATION 0+00 74 F.2112 74 F.2112 1 74 F.2112 e, (k 74 Fm 2112 SAW-CUT AND TACK AT O a o O J o
Gr d THE END OF THE EXISTING U Z O o F
AT CENTERLINE OF STATION 2+00 TO 2+85 STATION 2+00 TO 5+25 MG o z W=4 a
EDGE OF \rY CURB&GUTTER,PULVERIZE 9
N.7TH AVENUE TRANSITION EXIST.RT. INSTALL V-DITCH DRAIN, $iC Q 10 1 N m a
20 NEW PAVEMENT V EXISTING PAVEMENT AND _
LANE TO TYP. SEE DETAIL ON SHT.5 _ - - �(1a EXISTING DRAINAGE 1 REPLACE WITH NEW ASPHALT
DITCH INSTALL DRAINAGE SWALE IN EXISTING o:
SURFACE,REGRADE AS GRAVEL PARKING AREA AND ACROSS z Wo z z a
REQUIRED TO MATCH EDGE PAVED ACCESS DRIVE TO DRAIN AS
OF PAVEMENT. INDICATED
NOTE: SEE SHT.5 FOR TYPICAL SECTION
LEGEND
-`Q o2vy'4�
NOTES:
Up1N Z
10., Power Pale 1.SAW CUT AND TACK AT THE R.O.W.LINE AND PULVERIZE
EXISTING PAVED ACCESS AND REPLACE,WITH NEW ASPHALT
I} Light Pole SCALE SURFACE REGRADED TO MATGH EDGE OF PAVEMENT
ELEVATIONS.
ware.valve _
D4 Horiz: 1°-501 2.INSTALL NEW CMP IN LINE AT DITCH,INVERT OF CULVERT
Water Valve to Be Adjusted
SHALL BE STAKED BY THE ENGINEER IN THE FIELD.
Fire Hydrant TO DRAIN AS INDICATED.
Vert: 111-5T 3.INSTALL DRAINAGE DITCH AT TOE OF EMBANKMENT
Under d Gas Line 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING i i w i
groan WITH THE OWNERS OF UNDERGROUND UTWTIES SUCH AS
Telephone Manhole Contour Interval = 1'
El12'Telephone Brix COMPANIES
WATER&SEWER,TELEPHONE,CABLE AND GAS
COMPANIES AS TO THE LOCATION OF THEIR UNDERGROUND rn
LINES.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY
DAMAGE DONE TO THESE INSTALLATIONS DO TO THE FAILURE tM
Underground Telephone Liner
TO LOCATE THEM OR TO PROPERLY PROTECT THEM WHEN
- - -
® Sanitary Sewer Manhole THEIR LOCATION IS KNOWN.
MONTANA ONE CALL SYSTEM 1-800-424-5555 Z Kr1s
® Manhole to Be Adjusted 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
-x z -Fenceline ALL EXISTING STREET SIGNAGE AND SHALL REPAIR OR REPLACESign O
AT HIS EXPENSE ANY SIGNAGE DAMAGED DURING CONSTRUCTION.
Existing
6.PROTECT EXISTING INLET OUTLET PIPES(CMP)DURING INSTALLATION
® zlating Mailbox to Be Relocated OF NEW CULVERT AND ROAD SURFACING. '
w �n
O Existing Mailbox to Remain m
I`vl SIA 3150 - - -
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-- 'VI ELEV-4713.19
A.D.z._3.124
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4/25 _ _ m u S u W PVI STI=6+1.552 -
n t� - PVI EL V=4 05.15 --
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- - - - - - -
_ 200.000'VC
4720
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OW OIN 2.70
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4690
_ - - - - - - - PROJECT NO.
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'� �n 417.026\040\0310
_ _ - - N a• +� 00 om o0 m0 _
w a� SHEET NUMBER
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1G+00 11+00 12+00 13400 14+00 15+00 2/5
m
EXISTING GAS VALVE \O� <
BOX TO BE REPLACED 6Xp�; BACKFILL EXIST. c p
BY MPG.CONTRACTOR n� DITCH&NEW
TO COORDINATE WITH S>L P mp(\ CULVERT,PROVIDE
Montana Power Co.
MPG. yV�ep Q30 P SWALE DITCH TO 40 E.Main
'•o Keith R.Beyl ,,\ 1 `-( V \51 DRAIN TO INLET
P,P\ Patricia M.Hash \`gyp \p COS• m I Bozeman,MT 59715 O N
BozemM,MT 59715 r F z
CENTERLINE OF 133 F.4580 YPG TO BE TR'MMED 76 I'm 1598 Of
EXISTING ROADWAY y !� C1n` pe y y l V7 N
EKIST,
E.O.P. A , '� wo NOIE 2 Pro Si AS DIRECTED
9P RR CROSSING TO BE y EXIST.RAILROAD 49y�• �p Pin i BY THE ENGINEER 12 BOX o
CENTERLINE OF •P REMOVED AND REPLACED 7 SIGNAL \ rc E105TING R.O.W. W.BOLT O 931 12�TELE. —
BY RAILROAD,RAILROAD 'D L.=4705.21 BOX CITY LIMI
NEW ROADWAY �hr se
TO COORDINATE ITS 7� 1r OX CITY LIMITS
SCHEDULE W/CONTRACTOR
12'TELE. *_ — - GON9- IL
.0 I + -+ - _ GRII
r0..12 TELE.
80X ro oR' ,w,� BO 9!7 I is as�wz
Inv.4699.29 t}, `>. BOLT I c0 "I o ul rn o:o
DO OF --6 — n �// I BANG _ / =O A.B. t\ ^�o' xn , 01
InW 4701 82 CMP P ,o A.B. 4701.08 $TA.30+00
NEW PAVEMENT 0. �• a3
u W.BPO Auk 9P �( Ine dt R p ` MATCH LINE W a z po
- EL.= O6. A.I>; BURIED ENO AToO 2�J� `iy A.B. P p� /1t RanP TR. 38 15'A.& F w_a o r a
D \ ) \. 4'q s St ((\ / x u,N out
x —x \+ Pr Pin ��5 v �` 0 r ep OZe NOTE 3 A& INSTALL NEW J2'�CMP =
o t,� V EXTEND END OF EXIST.18� CONNECTED TO EXIST. LO z z z w o'a
Fo \NOTE 3 EXTEND END OF o 4n 0< 0 o:x
4, \`� ` 7 R. CMP`;AND REPLACE INSTALL DROP I CMP AT EAST END �
O� NOTE 1 \ y EXISTING 24-INCH Inv.4899. \� \ y / INLET ANHOLE �-
RR CROSSING TO BE 9 EXISTING SCREEN W STORM N %fS
NOTE 3 rT ,o CMP$PY 22 FT A.& „ v'o AT END OF E T.
STA. 15+00 ` \ S REMOVED AND REPLACED DRAIN DEBRIS RACK n z a z
S• \ P e or BY RAILROAD,RAILROAD ` 12'CMP,SEE O a
MATCH LINE The Caf18f Oil CO. r Q• \\9 CONSTRUCT NEW TO COORDINATE ITS DETAIL ON SHTI.5 U z g p F
V EXISTING DRAINAGE o z z a 4 o a
Tulsa, OK $ EMBANKMENT 04:1 SLOPE -5'MI EA.SIDE
�\ � SCHEDULE W/CONTRACTOR DITCH vzoi i� �-a FOR 5'ACCESSABLE
Book P1ag 412 eeds \\�� SPACE EA.SIDE OF s ` Drop Inlet Sta.29+11 i o as w i
98 9 \fit Iniv.inn n 44698.30
698 40 f In z o? ? a
h RELOCATED RR SIGNAL SO Inv.Out 4794.14 a w VI w
NO NOTE 2 yr
DELETED \� A.B.
L GEND 2, a33W yWZ,/
NOTES: 'Q �Jm W�=
'4, Power Pole UmN U 2
ALL WORK TO BE DONE WITHIN THE RAILROAD'S NOTES: so ;a
Q Light Pole RIGHT-OF-WAY WILL BE PERFORMED SO AS NOT
sv TO INTERFERE WITH THE MOVEMENT OF TRAINS 1.SAW-CUT AND TACK AT THE R.O.W.LINE AND PULVERIZE r41
Water Valve SCALE EXISTING PAVED ACCESS AND REPLACE,WITH NEW ASPHALT
MI TRAFFIC UPON THE TRACK OF THE RAILROAD. HOfIZ= 1 50 SURFACE REGRADED TO MATCH EDGE OF PAVEMENT
Water Valve to Be AtlF+sletl MINIMUM CONSTRUCTION CLEARANCES ARE 2TA FEET •- F
ABOVE THE TOP OF THE RAIL AND HORIZONTAL ELEVATIONS.
10-FEET FROM THE CENTERLINE Of THE RAIL-
Fire Hydrant ROAD'S TRACK.THE CONTRACTOR SHALL TAKE Vert. 1•�5, 2.INSTALL NEW 15"CMP IN LINE AT DITCH,INVERT OF CULVERT
Underground Gas Line PRECAUTIONS TO AVOID DAMAGE TO.OR INTER- SHALL BE STAKED BY THE ENGINEER IN THE FIELD.
FERENCE WITH THE RAILROAD'S TRACK OR TRAINS. w o w an
CONTRACTOR SHALL NOTIFY THE RAILROAD 3.INSTALL DRAINAGE DITCH AT TOE OF EMBANKMENT
Telephone Manhole FIVE WORKING DAYS PRIOR TO PERFORMING WORK TO DRAIN AS INDICATED. z_ S
WITHIN THE RAILROAD'S RIGHT-OF-WAY TO ENABLE Contour Interval = 1 W o. '
❑ 12'Telephone Box THE:RAILROAD TO FURNISH FLAGGING AND OTHER 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING w y
— Underground Telephone Line PROTECTIVE SERVICES AND DEVICES AS IN ITS WITH THE OWNERS OF UNDERGROUND UTILITIES SUCH AS
9 P JUDGEMENT IS NECESSARY TO INSURE SAFETY OF POWER,WATER 8 SEWER,TELEPHONE,CABLE AND GAS
® Sanitary Sewer Manhole THE RAILWAY OPERATIONS. COMPANIES AS TO THE LOCATION OF THEIR UNDERGROUND r
® Manhole to Be Adjusted LINES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY
DAMAGE DONE TO THESE INSTALLATIONS DO TO THE FAILURE a�
TO LOCATE THEM OR TO PROPERLY PROTECT THEM WHEN
—x x —Fenceline THEIR LOCATION IS KNOWN.
MONTANA ONE CALL SYSTEM 1-800-424-5555 -
Sign 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING W��
' Existing Mailbox to be Relocated ALL EXISTING STREET SIGNAGE AND SHALL REPAIR OR REPLACE
AT HIS EXPENSE ANY SIGNAGE DAMAGED DURING CONSTRUCTION. �+
O Existing Mailbox to Remain ^J 3 o
�•LI rT, n
4730
I i EIJI]
4725
--- - -- HIGH POINT ELEV=4708.64
-HIGH POINT STA= 20+00.153-
W
PVI STA=10+00
- - PVI ELEV F 4708-P6 --
4720 837
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4715 _ - - -
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STING NISH -ELEVA QN. - - -. _-- — _ - _- a)
4 FINIS IED ELIE VA_TION---
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UJ
- — --- -
4690 - �-
- — - - - — - -- -- ---- - - I - - PROJECT NO.
O o• f v,^ ��_— em : .a v". - nY I - _ _m 'nm - mo _ 417.026/040/0310
^F v
r - w - - — __-< _ ^ g ^�^ a a ^r o^o o ao^ v^o —'_ SHEET NUMBER
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
417/026/SHEETI.DWG m
STA.36+00: END CONSTRUCTION,MATCH m O
NOTE 1, I EXIST. PAVEMENT.SAW-CUT AND TACK
EXISTING ASPHALT(COST TO BE INCLUDED
� SIMILAR IN OTHER ITEMS)
nlano Power Co. E CT
STAUL NEW T 8 WEST IENDS MTO EP. SYE CMP PN l �p2EpL Q 1 z ,n
.manE.MMa159715 SWALECULVERTO DRA NFAS UL MDICAIEDTCH D NO�c,RK o g NO?pRK ! o�Y' a N
•76 Fm 1598 INSTALL DROP Pp 1 1 1 7 12"TELE. A I N W
NOTE 2 INLET MANHOLE l 33 N.L.sW.BOLT - - BOXSS
-- -- E 4700.19
Drop MIs��6ta. +47
Rn El. Y7.44 _ _ — —
- _ — _ _— inv.at474M3.41f— — — N • / 1 + �• RIFFIN -DRIVE +47oG + i� - +_
! _ - `r _ o
o Z
�>
12-TELL:
12'TXLE. w S N W.BOLT t ew h BOX l <<5
- S Ana Jx u 46959 w EL=4700 1 nw a, rc�inNrc���
TR. 39 1 NOTE 1 NOTE 1
NOTE1 f / H i3 �oorN
REGRADE DRAINAGE TR. 7 Q/7'
EXISTING PARKING AREA -- p O' a
w�wuwz
O zoo ¢
4700 U i o z
5�o-iA��-
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1 �m3o?753�<
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LEGEND
W
IQ, Power Pole -
NOTES: l,n
Q Light Pole P \
1.SAW-CUT AND TACK AT THE R.O.W.UNE AND PULVERIZE
Water Valve SCALE EXISTING PAVED ACCESS AND REPLACE,WITH NEW ASPHALT 1111y11111.xx ��---
SURFACE REGRADED TO MATCH EDGE OF PAVEMENT
Water Valve to be Adjusted g_ I ELEVATIONS.
Horiz 1 -50
Fire Hydrant 2.INSTALL DRAINAGE DITCH AT TOE OF EMBANKMENT
Vert 19_-5I TO DRAIN AS INDICATED. N N Vl V1 u)
Underground Gas Line 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING o m
O Telephone Manhole WITH THE OWNERS OF UNDERGROUND UTILITIES SUCH AS
POWER,WATER&SEWER,TELEPHONE,CABLE AND GAS cz
[1 12*Telephone Box Contour Interval = 1 COMPANIES AS TO THE LOCATION OF THEIR UNDERGROUND w N N u z
UNES.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY N
DAMAGE
Underground Telephone Line 70LOCA OUTHEM OR TO PROPERLY n T PROTECTTH M THE FAILURE
® Sanitary Sewer Manhole THEIR LOCATION IS KNOWN. h
MONTANA ONE CALL SYSTEM 1-BDO-424-5555 U
• Manhole to be Adjusted 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
z x —Fenceline ALL EXISTING STREET SIGNAGE AND SHALL REPAIR OR REPLACE
AT HIS EXPENSE ANY SIGNAGE DAMAGED DURING CONSTRUCTION. �3 rT, „e
-d Sign O W c1
® Existing Mailbox to be Relocated
O ExistingMailbox to Remain
- - - -
❑ a
jq
4730 DOD
4725 --- - -
y _.
I _ s
4720 — _
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0 3 < o mo
4 71 5 : LOW POINT ELEV= 4698-91 - - : - -- I cc
LOW POINT SIA-31,67.727
PM STA= 31+50 (Q
PIA ELF< 4698-79 - 1
.A.D. _.0.825
K= 181.818 I I —_— - t --_ - -- - —. _ _. C 0
4710 I 150,000 VC
_ - N E
a8,
4705 I N W o — L
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4700 _ _ - I V
---- ----
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-- - --I-- - - - -- --•1-- --_- - - - - - -- - -
4695 y EOSTINC INISHE ELEVA ON -
- - FINIS D ELE ATION -_- - j - _ _ _. __ _ - -- - -
00
4690 - - -- - - — - 1
PROJECT NO.
417.026\040\0310
measm - �m �a; a a i - -- -- -- _-_ _ -- —- - -- :.- SHEET NUMBER
_
- - - _ 4/5
30+DO 31+00 32+00 33+00 34+00 35+00 36+GO 37+00 38+00 39+00
m
� m
m o
EXIST.ROAD rL
NEW ROADWAY 3s Ilo'
16-0' I 16'-0' APPROXIMATE EDGE 9C� Z N
M ' 12'-0' 12'-0' OF EXISTING PAVEMENT 24'WNIR PAMT m 'O
OULDE TRAFFIC LANE TRAFFIC LANE HOULDE e'wxlR PAINT < N
APPROXIMATE EDGE 4'-0" W
W OF EXISTING PAVEMENT EXIST.GROUND Z o DEPTH PULVERIZE EXIST
WHEN NO DITCH 0
VARIES PAVEMENT F EX
NATIVE SOIL
2% 2% DEPTH EMBANKMENT I+
DITCH TO DRAIN,
O OO�o� OO 41 SEE PLANS D Z
4 3+1P. lo APER MAX.%. 0 Oo0,1- _ m aTA.2+ BID T
SURFACE
STA. F T
3 1/2'A.B. BITUMINOUS ASPHALT
SURFACE COURSE,COMPACT I O`�0O�� A'DouNE
TO 97%OF MARSHALL TFILOw PANT g
PULVERIZED ASPHALT MAT.MIXED CLEAR EXIST. a a
W/1"MINUS GRAVEL BASE COURSE. VEGETATION m 9,41H
DEPTH VARIES-3'MIN.DEPTH
� woga zga3
COMPACTED TO 98%OF AASHTO T-99 rc U w
EXCAV EXISTING EMBANKMENT F-
ATE
TO EXISTING DITCH OR 4'DEPTH, Z62WHICHEVER IS LESS U z a w m�'�
� o `ate aw
6"MINUS SUB-BASE COURSE AT a p w 4 z a z
INTERSECTION STRIPING DETAIL 0 =�0 0
WIDENING,PROVIDE 18'MIN.DEPTH o z z a w o a
AT ROADWAY SECTIONS W/0 DITCH U rc o L3 W=p j F
COMPACTED TO 98%OF AASHTO T-99 SCALE: 1"=50' ��rn z
TYPICAL SECTION �� ��z
SCALE: NTS z Iwil?0 3 ?
SEE WIER SI ^.� ii33�Tlllll
RIPMC DETAILTWL ��l2lll
4'DO PA
vElLow PAN'
NEW
ROADWAY
s s
rit ,,,,,,
VARIES I� STRIPING'6C git
EDGE OF DITCH BEG.• ON STATI z+00
NEW (MATCH LOCATION A'WIR H vlouLDER
PAVEMENT OF CURB AND GUTTER) STRIPES A N p
srA z+aO-3+10: z z�i i
PE TAR
PER INRRSfC110N W U
DE N d N
TA
STA SO BEGIN
4 2 MAX BASE ao CENTER Sminxc
STA 0+02-2+OR
�DUA " RPMG STA. 0+00 TO 14+00
1.5'MAX r
O r �Js
V—DITCH DETAILS g
SCALE: NTS 4,
Y OT1'PAINT i STA.23+36: :r
STA.16+Bfi. STA 20+35: 24'WHITE PAINT a
WMIL PPAINTT /'MITE PAMT y_ 2A'NNIIE PLANT STA 23+85:
RA0.R S CROSSING 24'NMIR PAINT R.
S NBO
MUNICIPAL CASTINGS INC.NO.502, -
OR APPROVED EQUAL q
T.O.INLET 8'THICK CONCRETE
SEE TABLE COLLAR ALL AROUND STA.23a6a.5:
INLET a STA 19+P2: RAI 0 D PCROSSINC YI
ST_A 1W+T2 24'WHIR PLANT 5YMB01
DITCH SLOPED 24 W.PAMT
TO DRAIN STA.n+21: j � � w
2V.1.PAINT
� 5
m m m n
d
'. 24"R.C.P.RISER INLET, STA. 14+00 TO 26+00 0 < o m a
12 SEE M.P.W.STANDARD
DWG.NO.02721-1.SIMILAR.
co
C
cu
++
C
INVERT ELEV. MATCH EXISTING C O
SEE TABL CMP INLET ELEV.
4'DOUBLE C
rFuow PUNT E > C
4'1WIIR PUNT F .L >
c) O
V - 71�
!M
Q
EXISTING IY a }} (q AY-
C.M.P.OUTLET NEW 12'C.M.P.INLET _ [if �ia �ii tit fit ;it ,N
MATCH 6MSTING CENTERLINL O C
STATION EXISTING CMP T.O. INLET STA. 26+00 TO 39+00 tr E
INVERT ELEV. ELEVATION a)
N
29+10 RT. 4694—tT4694.14 A.B. _4698-5V_ 4698.30 A.B. NOTE: O
31+50 RT. -459&.IM4695.34 A.B. 4697.44 ALL DIMENSIONS/STATIONS TO CENTERLINE OF STRIPING m
STRIPING PLAN PROJECT NO.
DROP INLET/MANHOLE DETAIL SCALE: -100' a17.026/040/0310
SCALE: NTS
SHEET NUMBER
5/5
r i