HomeMy WebLinkAboutFederal Aid Project No. AR 94111 - N 19th Ave - Baxter Lane to Oak St MAdN
I DATA
Z A02A '� PROJECT NO . AR 94111
rj
j y � rME OH'J - 1200
ra. zru.r
GRADE , GRAVEL & PLANT MIX SURFACING - 53%-45
1
72
LLL mucxS 25A
J' N N. 19TH AVE . -- BAXTER LANE TO OAK ST. _ k
CITY OF BOZEMAN
� 1 ,
r J < 1 LcrT06Li flAr -
c
KmGALLATIN COUNTY
'�%KPROJECT SITE LENGTH 0.51 MILES
SCALES
VERTICAL, I INCH 10' FEET
HORIZONTAL, 1 INCH = 100r FEET
CROSS SECTIONS - HORMINTAL L VERTICAL, 1 INCH = FEET
REDUCED PRINTS APPROXIMATELY 1/2 fIRIG1NAL SCALE
R S E.
P,. ' COUNTY I
47
J"" APPROX. SCALE: 1' ♦OOP]'
•,. w rn u s.v I ;I 11 r, Woo a aaw
35
{� ) i...
a l , �I 61 )
•ati u.� f... � N rr r .I �•
ImamAN
1/1h�r
ll
1flfRe nr ,:J), W.lum-eAx>n+ w+e VC0 x SCOTT T.
2oO �j Q, �'_LI i;
N � '
cr:$0 � ' P1?3 PE
j�
.Or¢rt+rt NUNI[R: 0_ f 1��t W ,II�1►11f��������````
R 14 16 LG F~
•, : `°Yj--- TWO CONTRACT
I
i
PR/1.Wr'T NUUAfR SHEET Tlo.
TABLE OF CONTENTS AR 9419TH H AVE.) 2
BAXTER TO OAK ST.
ROAD PLANS SHEET No. SIGNING PLANS SHEET NO.
TITLE SHEET I SUMMARY, LOCATION ac ERECTION SPECIFICATIONS & PLAN S1
TABLE OF CONTENTS
NOTES do LINEAR k LEVEL DATA 3
CONTROL TRAVERSE k TABLE OF COORDINATES 4
TYPICAL SECTION 5-6
SUMMARIES
GRADING, ADDITIONAL EXCAVATION, CLEARING & GRUBBING, 7 CROSS SECTIONS
PAVEMENT MARKINGS, TOPSOIL — SALVAGE & REPLACE, SEEDING,
EDGE DRAINS, BLUETOP STAKING,
SURFACING, CULVERTS, CULVERT SUMMMAR`' RECAP, 8
SUPPLEMENTAL ITEMS, FENCNG.
PLAN be PROFILE
N. 197H AVE. - BAXTER LANE TO OAK ST. 9
f]critipq OiIM
i
PROJECT NUMB Ek SHE£? No
LINEAR & LEVEL DATA NOTES (N 94 3
.19TH AVE.)
BARTER TO OAK ST.
BASIS OF PLAN QUANTITIES
LENGTH OF ROADWAY BARTER LANE TO OAK ST. 2691.04 FT. — 0.510 MI, (QUANTITIES FOR ESTIMA?ING PURPOSES ONLY)
LENGTH OF BRIDGES BAXTER LANE TO OAK ST. — 0.000 FT, — 0.000 MI. COUP. WT. OF PL Mix BIT. SURF. — 3655 LEIS_ PER CU. YT;
PL MIX. BIT. MAT�L. - 8.0% WEIGHT OF PLANT UIX MATWL
TOTAL LENGTH OF ROADWAI' BARTER LANE TO OAK ST, — 2691.04 FT. 0.510 Mi. Blr_ MArL - 8.5 LBS. PER GALLON
PRIME — 0.30 GALLON PER SQ. YD_
TACK - 0.05 GALLON PER SQ. YD.
SEAL _ 0.40 GALLON PER SQ. YD. (LATEX MODIFIED)
COVER MAT'L - 25 LEIS. PER SO. YD.
COMP, GRAVEL WEIGHT EST. — 3700 LBS. PER CU. YJ.
MINERAL FILLER 1.5% Of PL MIX BIT. SURF. BY WEIGHT,
LE ,'EL DATUM _SOURCE
SLOPES
'_EVEL DATUM IS ESTABLISHED FROM PROJECT SIPS 235-1(6)5 AND
IS BASED ON AN IRON PCI WITH AN ALUMINUM CAP LCCATED SEE X—SECIIONS k TYPICAL SECTIONS FOR CUT At FILL SLOPE RATIDS.
!28.63' RT. OF STA. 1534+39.98.
E'-EV. - 4659,97
CLEARING AND GRUBBING
COST SHALL BE INCJJDED IN PRICE pc0 FOR UNCLASSIFIED EXCAVATOR
EJE A,RING SOURCE
BEARINGS S1+ONT1 ON THESE PLJU15 HERE ESTABLISHED FROM PROJECT 14OP—IR-9113(001),
SURVEY MONUMENTS do PROPERTY CORNERS
ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS k PROPERTY CORNERS SHALL
BE REFERENCED BY THE CONTRACTOR PRIOR TO BEING DISTURBED BY CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSBLE 70 REPLACE ANY MONUMENTS AND CORNERS
THAT ARE DISTURBED DURING CONSTRUCTION
APPROACHES (STD. DRAWING N0. 103)
PRIVATE Tr'PE 'A' — PL MIX SURF. TO R/'N LINE
QUANTITIES FOR AVERAGE APPROACH SHOWN IN SUMMARY
TELEPHONE. NATURAL GAS AND ELECTRICAL POWER
BEFORE BEGINNING EXCAVATION OR OTHER CONSTRUCTION OPERATIDNS THE CONTRACTOR
SHALL CONTACT 'HE FOLLOWNG TO VEA:FY LOCATION AND DEPTH OF BURIED CAB—ES
AND OTHER UTILITIES
1-800—474-5555
/ .
I
w>TF.'SOA ,aK I/'l VA
I
PRO-CCT NUMBU? 5NEET N•+
AR 94111 4
N. 19TH AVE. - BAXTER LANE TO OAK ST. (N.19TH mc)
BAXTER TO OAK ST.
CONTROL TRAVERSE DIAGRAM NOTE:
CONTROL TRAVERSE COORDINATE TABLE SCALE 1� 3001
.. MOOT CONTROL POINT N. 12TH A1.E
POINT NORTH EAST CLEY. PT 37 - 1990 CONTROL_ TRAVERSE POINT
I.D. (X) (2) LOCATION
a1 4 n - Cl- N. 19TN A�
PT 29 13775.96 144004,93 4669.97 97,55 RT CIF STA. Wi3+56.81 190 EIFVATION EQUATION
1215251 4< 10.77 4694.02 1 1 54' PT OF $TA, ! 70+17.22 190
1074�26 N17255 4708.95 946.G0 lT OF STA 6+7262 N, 19 TN 4753 D7 BK. - PROJ AA 94111
475513 AN, - PROJ. M 120)(4)
P7 32 9459,61 44 1 47 5 4 63 - i OF STA, 02+67.4 I 1
PT 33 9421.96 14147&72 472292 1830.R2' ST Of STA, 9n+07.31 N. 191M G '" (0.64�
PT .14 168W25 440S9.60 4753.72 t3UARTIR CORNFR Al OAA ST. 81 19T>a
PT 35 4159.72 44145.24 4789.10 SECTICN COR.
1 BE1J1iNG EOIJATION
Y v N Ot'43'29' E EW - PROJ AR 94111
-�--- t
o a` N 0I'4!'21' E AM_ - PRW 11 1201(4)
� = g
i pU
ry Q 1S
f
n F IW 10 V^
C n
y N y� ppIr
o N w
Q. C 2},Z j1•w NO2D7' -E
2211./6to
4 �. / n � so1•.s2a�w
• �j` 'r ^ $ BEARINGS - PROJ. AR 94111
r I w
� ♦ 9 ^ r�i O
0 om a�i� �a ar END PROJECT J
STA. 177+17.57
a
z ab1 Y.
END N_ 19TH AVE. RS 235-1(2)7 S'A. 90+26-53
BEGIN BAXTER-OAX PROJECT STA. 150+26.53
Nt0
t c►
}t k
v+ N R/W COORDINATE TABLE
COORDINATE TABLE FOR ALIGNMENT o s PONT M TN E�
L ocanoN
17 1 94,03.37 1 43252_49 t50+06.02 - 60' RT.
POINT NORTH EAST
is 940193 43376 44 150+4G29 - 60' ':T.
1.0. (Y) W LOCATION
t 9000.00 4337281 C.S. 1S5+09.34 - 60' LT.
2p 6935.55 4346458 r S. I;5tu9.34 - 60' RI
r 9400.4a A3216.62 P_1, 90+20.00 21 8977.49 s3653.t9 S.T. 154.:,9.34
•r 9a03.65 43315.36 150+26.53 ESECIN BAXTER L NFA TD OAK ST 22 W218 43554,51 S.T. 156T59.34 - 60' RT_
3 0967.84 43520.26 C.S /55+09.40 6718.5J 43T64.a8 '.S 159+54.59 - 60' LT_
1184,126 43643.84 S.T. 156+50,40 24 564L22 43665.76 T.S. 158+54.59 - 60' RT_
6"2.41 4371113 T,5. 158+54.94 25 652593 A3747.68 SC. 160404.94 - 60' �-T.
71557.75 43798-54 S.C. 160+04.94 26 6589-58 43842.&0 S:C 160+0444 - 60' PT
8c78.05 44063.67 P.1. 184+68.21 7 7716.04 44107,64 GS 168+94.55 - 60' LT.
7715,10 44047.64 C,S 198+94.71 257t416 43967.S5 C. les+94.55 - 50' RT.
7565.13 44045.42 S.T, 170444.71 1 15 7946 94 43965.45 S,T, 170+44.55 - 60' RT.
1 6E92.41 440 5t,STA. 177+17.56 ENO BAwTER LANE TO GAK ST. V 7563.32 44105.39 S.T. 170+44.55 - 60' LT,
31 6894.22 4.7965JII STA_ 177+17.57 - 60' RT,
- 326690.81 440a5.14 I STA. 177+57,:7 - 50' LT.
v Csarr.�fr.o r/fi:f.
PROJECT NUMBER SHEPT No.
TYPICAL SECTION NO. 1 AR 94111 s
(N.19TH AVE.)
BAMR TO OAK ST.
E
1 D D ENO N99TH TO BAXTER P.O.C. 57A. 90+26.53 -
I C PRIME k TACK BEGIN BAXTER TO OAK ST. P.O.C. STA• 150+26.53 (ONLY)
B SEAL & [OVER �-- - --
-1 7.0' t 2.0' A'
-t7' FVTVRE 27-0' FUTURE
PROFILE GRADE LESS N.C. j
\ - FUTURE FINISHED GRACE
CUT �...r. -- �t6:I_._..'-• E
- -••---•-- -•---•---- FILL DEPTH
AT SLOPE - - - -
- - NEIGHT
STAKE ih-� -- - •✓ 6.1 AT SLOPE
6.1
STAKE
0.15' PLANT MIX SURF- (FUTURE)
0.40' PLANT MIX SURF. GR. 0 (2 EQUAL LIFTS)
0.20' CRUSH TOP SURF. tYPE A GR. 2
E0 DRAIN 0.95' CRUSH BASE COURSE T A OR. 5
(5EE SPECIAL PRO SIGNSS)) YPE 2.89' DEPTH OF SPECIAL BORROW- UNLESS GRAVEL IS ENCOUNTFREQ
0.02 FOR SUPERELEVATION SEE PLANS
FOR INFORMATION ONLY
SUPER DISTAN F ET
fl,/1 T A A B C 0 D E E F
D.OS 9.3 8.7 56.0 61.5 31.8 29.6 33.7 30-5 15 0
FILL CUT
HEIGHT AT SLOPE DEPTH AT SLOPE
STAKESLOPE SLOPE STAKE
0 - 10 4:1 0 - 5 5:1
10 - 30 311 5 - 10 4:1
°" J° 21 1s-o" 20
1 TYPICAL SECTION NO. 2
30,0' F
-- -- E•
- 1 D' -
P.O:c. 150+26.53 TO C.S. 135+09.3+ (0.05 FT/FT LT,)
_c PRIME k TACK C.S. 155+09.34 TO 157+19.34 (TRANSIIION 10 tYP- NO, 3)
8 SEAL 1t COVER I S.C. 160+04.94 TO C.S. 168+94.53 (0.04 FT/FT RT.)
- 168+94.55 70 171419.55 TRANSITION TO TYP. NO. 3
A 1 � ' 7.0' 12.0' A'
A 77, FUTURE 27.0' FUTURE I
PROFILE GRADE
77 FUTURE FINISHED GRADE
CUT 6:7
DEP TH
- - - --- •---•--------- ---• e:7 FILL
AT SLOPE --------
STAKE i6 1 ! I 6:1 AT SLOPE
STAKE
L� 0.15' PLANT MIX SURF. (FUTURE)
0.40' PLANT MIX SURF. GR 0 (2 EQUAL LIFTS)
EDGEDRAIN CRUSH TOP SURF. TYPE A GR. 2
(SEE CAL PRO SIGNS) 0.95' CRUSH BASE COURSE TYPE A GR. 5
2.85' DEPTH OF SPECIAL BORROW - UNLESS GRAVEL IS ENCOUNTENEO
f 6.0 0.02 FT/FT FOR SUPERELEVATION SEE PLANS
I -
NOTE: FOR QUANTITIES SEE TYPICAL SECTION NO. 3
SUPE.9 DISTANCE (FEET)
FT,/FT, A A. B c 0 f D. E I F FF
0.0• 9.2 d.7 5.5 61.1 311-5 29.6 33.2 30.5 35.0
0,05 9.3 8.7 56.0 61-5 31.9 29-6 33.7 J0.5 35.0
PROJECT NUMBER SHEET No.
TYPICAL SECTION NO. 3 AR 94111 6
(N_19TN AVE.)
30.0j 39.n BAXTER TO OAK ST.
32.3' 32.Y
30y' PRIME 91 TACK 30.9 STA. 15 7 4-1 9-34 TO 137+79.94
26.1' SAL COVER 2e`l' STA,137079.24 TO 160+04.94 TRANSITION TO TYP_NO.I
6,l Y ieS' SfEaAI e0Re0W STA.171+19.33 TO END Of P110,KCT 177407,57
6.0' 120' 7o'. 70' 12.0'
3,d OEOTEXRI[ SHLOR, r A11E
1YP. SEP/STAB-IiED-19014:Tr
LT a PIT O' 27.Lr rUTURE 27,0' FUTURE
I Z 1 ZO'
PROFILE GRADE I
FINISHED GRADE I
mams �`"� DEPTH
FILL 1 Y I AT SLOE
HEIGHT
SLOPE b:l ry ( r STAKE
A
STARE _ DR IN f
i �• ( ESP C7AL PROVISIONS)
GEDTEkTIIE rA6r�lC SEP./STAR.-WED.-WOVEN OR APPROVED EOUAL
Ep DRAIN (61 I S.Y. PER STA-)
(SEE SPEG11•l P SlDNS O,:S' PLANT MIX SURF. (FUTURE) 0 OR 6 TTE71
h otow SE DNS) 0.40' PLANT MIX SURF. GR. D (2 EQUAL LIFTS) ( C41A L1
DRAW • GATE n
0,20' CRUSH TOP SURF. TYPE A G2 2 Y N7WS NOTE EXISTING GROUND 'WATER LEVEL VDU FROM 4.4'
0.95' CRUSH BASE COURSE TYPE A GR. 5 .� a ON NORTH END TO 9.b' SOUTH END MEASURED FROM
2.e5• DEPTH OF SPECIAL BORROW - UNLESS GRAVEL IS ENCOUNTERED EXISTING GROUND ELEVATION.
0.02 FT-/Ft. 0.02 M/rT-
QUANTITIES 1 5•
AGGREGATE NITUYWOUS MATERIAL
UNIT nJ
COVER CR. TOP CR BASE UNIT PLANT MIX SEAT PRIME TAD( 7-
AREA E9cE ORhW
11AT1. SURFACE LOURS[ (!ET:SPECIAL PRON90916)
LLL
SC FT. 12.6 07.7 SG. VDS. PER STA. 624.4 5W.7 524.4 C£OTExw
TONS PER STA. IO.II 1.06 0.38 -ortuNAOE-;W
CU. YDi PER STA �6.7 Z50.7TONS PER STA. 7.8 GALS PER STA. 31.2 tor �A-1-a(e)d1 eE1TER
(90:G kX GRAVEL)
1 DRAW AOGKrAT[
2-UMS
- sK
NOTE: EacE o11Aw o1salAtea To 9E
0 F
$PACO AT S0T. STL CROSS
'^ SECTIONS 6 PUN !fNo1xE 91EFT5.
•
e 10m, /Mc DRAW
TYPICAL SECTION NO. 4
20.0'
EDGE DRAIN DISCHARGE
(TIN_EACH SIDE ROW, TEMPLATE}
v i5
11.0' 76.D'
30.0' 39.0' 5_0' WALK 1.0 STA. 177+17.57 ONLY
MATCH EXISTING ROADWAY IN PLACE
WALK
I7.0' 1 .0' 7.D• 7.0 Ito' i 12.0' I s.o'
SHLw LAN N LANE -LANE LDR. 2.0'
7-0'
CURB
CURB
PROFILE ADC (L PR ILE GRACE
I
0.02 rT. 0.02 Ft./Ft -
I
(FOR INFORMATION ONLY)
STA, 29+37.29 END PAVEMENT PROJ. M 1201(4)
PROJECT NUYBER SHEET No.
SUMMARY AR9,,,, 7
(N. 19TH ACE.)
BAXTER TO OAK ST.
GRADING ADDTIONAL EXCAVATION
STATION CUBIC YARDS STATION ADD'L. BLUE TOP STAKING
UNC. •EMB.-i EXCESS SPECIAL•• REMARKS FROM TO EXC. REMARKS
ROM TO 1.0 COURSE MILES
EXC. EXC. BORROW
149+65 /59+00 • DRAIN DITCH T.
150+30 173+ cD, RAIN DI HARGES
150+26.53 177+17.57 22812 3562 18036 23873 157+57.14 PVT, APP. LT. CLEARING & GRUBBING
- 157+57.14 PVT. APP. RT.
(70 BE INGILDt.:) IN THE PR-CE DID FOR UNCL, EXC.)
1214 - - TOPSOIL REPLACEMENT +20X
DIAL
-- - • INCLUDED? IN ROADWAY QUANTITIES
MODIFY MANHOLE (sEE sm o1ve. 57)
STA- 173+M-37' LT. -SEE X-SECTIONS
TOTAL 2281- 4776 18036 23873 N. 19711 AVE. ADJUST MANHOLE TO GRADE
SHRINK FACTOR = 1.33
•• SEE TYPICAL SECTIONS STA. 180+18-38'Li. -SEE X-SECTIONS
EDGE DRAINS (SEE DIETAIL L SPECIAL PROVISIONS) TOPSOIL - SALVAGE & PLACE
LINEAR FEET CU. YDS. GEOTEXTILE FABRIC REMARKS FROM STATION To C.Y. TOPSOIL REMARKS
STATION EDGE DRAIN 4' 4' PERFORATED DRAIN AGCa. ADD'L str/srAe
PVC DRAIN PVC DRAIN 2' MINUS EXC. DitAANAG( - HEAVY 'eo - ■n-.Ev 150+26.53 177+17.57 1012 N, 19TH Ati`E,
FROM TO LFFT RICW LEFT RIGHT LEFT RIGHT LEFT RIGHT SO_ YDS. SQ YDS. --- - -
1,0.26,53 177+17.57 - - - - - - - - ■ - 20631 MAINLINE --
150+50 158400 750 - - - - - ■ - EDGE DRAIN LT.
158+00 177+L7 - 191' - - - - ■ - - EDGE DRAIN RT.
173+45 177+17 672 - - - - • - EDGE DRAIN LT- ---
150+30 110+50 - A 17 - - • 28.7 - EDGE DRAIN DISCHARGE LT. TOTAL 1012 N. 12TH AL'E.
153+80 154+00 - - :+ - 17 - - ■ 28,7 - EDGE DRAIN DISCHARGE LT. : INCLUDED IN MAINLINE QUANTITIES
I57•90 158400 - - 17 7 ■ 28.7 EDGE DRAIN DISCHARGE PT.. NOTE- PAID TOPSOIL QUANTITIES SHALL NOT EXCEED PLAN QUANTITIES UNLESS
:61.8c 162.00 - - - t7 - 7 ■ 28.7 - EDGE DRAIN DISCHARGE RT. APPROVED BY THE ENGINEER_
t65.80 166+00 - - l7 - ■ 28.7 - EDSE DRAIN DISCHARGE RT,
I69.80 170.00 - - I7 - ' ■ 28.7 EDGE DRAIN DISCHARGE RT.
170.25 170+4n - - 8 - t7 - ? - ■ 28.7 EDGE DRAIN DISCHARGE LT.
172*90 173.00 - lc 10 17 17 7 ■ 57.4 EDGE DRAIN DISCHARGE LT. f RT.
SUB-TOTAL 1422 1917 25 31 68 85 1 ?13 35 - -
TOTAL 3339 56 153 63 • 258.3 20631 IN. 19TH AVE.
■ INCLUDED IN MAINLINE QUANTITIES
PAVEMENT MARKINGS
GALLONS PLASTIC
PAINT YELLOW WHITE
SEEDING SEE SPECIAL PROVISIONS) WITS YELLOW WORDS LIN. FT LIN. FT SQ. FT REMARKS
SYMBOLS WORDS
STATION ACRES ACRES SYMBOLS
AREA SEED FERTILIZER callornaM REMARKS 21 4- SHLDk LINES
FROM TO AREA I AREA 2 AREA 1 AREA 2 AREA 1 AREA 2 umcm �ORro s 6- LEFT TURN SAYS
150+26.53 177*17.57 1.9 1.9 1.9 1.9 `I. 19TH AVE- 27 3
21 27 3 SUB-'DIAL INTERIM _
26
7011 995 265 ,UH-'OTAL FINAL
TOTAL 1.9 1.2 1.9 9 N- 19TH AVE 27 27 3 7011 995 265 TOTAL
L SUM I OAK-0'■C
PRO ECT NUMBER SHEET Np,
SUMMARY AR1W11 8
IN. 10TH AY£-)
SURFACING BAXTER TO OAK ST,
r STATION LINEAR FEET TONS C.Y- AGGREGATE TONS BITUMIN. MATERIAL CALS. BITUMIH. MAT. SUPPLEMENTAL ITEMS
FROM TO CROSS NET 4 _ FOR PLANT MATERIAL D�U9[D C�14ED BASE WIIIRSE PLANT Mx SEAL PRIME TACK REMARKS STATION
MIX TYPE 'A' TYPE 'A' TYPE 'A' 85-1DO CRS 2 MC-70 SS-1 CU. YDS. TONS
GRADE D GRADE 4A GR• 2 GR- 5 LATEX M00.
FROM TO ROADBED HYDRATED
_
150+28.53 177417.37 2691,04 2691.04 4334 210 1237 6745 - 2721 28.5 23.7 840 H. 19TH AVf. TO OAK STHE£T COMPACTION LIME
MAINLINE
_',0+26.5 77+17,57 33832 65
97+57.14 APPROACH 17 - 16 _ 46 LO - 0.3 - PRIVATE APPROACH LT. - TYPE A TOTAL * 33852 gg
I5?+57.14 APPROACH 10 = Y 28 0.6 -�- 0.2 - PRIVATE APPROACH RT. - TYPE A
_ cMB. + 4776 C.Y.
- SPECIAL BORRO'N 23,873 C.Y.
8' TOP 5,183 C.Y.
TOTAL TOTAL 33,832 C.Y.
259 04 2g91A4 - - - a5B1 210 1282 6B2D 273.7 28.5 24.2 840
CULVERTS
BASIC BID ITEMS OPTIONS
j CULVERT LINEAL FEET CUBIC YARDS CUBIC YARDS
I STEEL u CUBIC YARDS CUBIC YARDS HEIGHT PIPE END * ALUMINUM SKEW CULVERT
STATION LENGTH RELAY CULVERT BEDDING Ct'DD' RIPRAP mowc CL'Do' RIPRAP PIPE r END BEDDING CL-'DD' RPRAP PIPE END BEDDING CL'DO' RiPRAP COVER ANGLE REMOVAL REMARKS
(DIA IN.) OF MATT. CONC. STD Dwc cot, SECTIONS uAT'L CONC. STD.OSG 2 2/3' : 1/2' < SECTIONS MArl- CONC. STD. 2 2/3' x 1 2' < SECTIONS YArt CONc.
CULVERT EkG so. owa PIPE sn�¢ /
PIPE 4oi+I Q. N0. 2S %a n CORRUGATIONS $ m on m DUG IN
it N0. ll M0. 41D la lOt)1 M0. 23 CORRUGATON $ NCO. o�C N0. 25 FEET
1� 1
157+57,14 24 _4a - .. - - - 24' - CI-2 - FETS FETS - - - - 24'-0-064' - FETS FETS - - - - 24' - 0.060' - FETS FETS - - - - 1.0 - - PRIVATE APPROACH LT 157'37.14 30 46 - •. - - - 30 - CL2 - FETStETS - - 30'-0,064 - FETS FETS - - - - 30 - 0.080 - VETS VETS - - - /.0 - PRIVATE APPROACH Ri-
TOTAL - .. - - - - - - - - -- — -
• P•PE COATING - SET. SPECIAL PROVISIONS .. CULIERT EXCAVATION 'ALL NOT BE PAID FOR SEPERATT.LY,
BUT PALL Of INCLUOED IN 111E COST OF THE PWE.
FENCING (SCE STD. DWG. NO. SECT. 007)
CULVERT SUMMARY RECAP
STATION DOZER If ROOS EACH GATES LINEAL UN. FT. LINEAR FEET CUBIC YARDS
HOURS I_S„AM rwt r"t Tm rtw. sw" Pous1[ Do REMARKS
CULVERT
TO 1r WOYEM row r MQ 9 R MCC PA PANQ PANG OE�.M az RtyOK BASIC NEW -
BID PIPE
tB�+70 60 60 (TOTAL)
IX�
168+07 177+17
910
— -- --24' 44 SS
30' 45 85
- TOTAL -
•• CUL'vERT EXCAVATION PALL NOT RE PAID FOR SEPERATFLY,
BUT 'MU- BE INCLUUED IN THE COST OF THE PIPE.
SUB-TOTAL - — -
TOTAL
9�0 60
10_'0
SUM,OAK-DHC 01/1 7/94
PRCI..ECT NUN9E I MEET No.
1. �a AR 94111 g
(N.19TH AVE-) ; r
Go �_ BARTER TO OAK ST. !r
STA. 150+2000 -�._ I t ��r i rn� <
! � q�y r
q.1vd �` -�1 A— La
l a)a7, Q 1 1 �_ Jill l
to r 4-150-W �' ! ~~-�R_ ~�`� o ^�l� j�� m e ,� r' �� !
�,_ ;z 17c�rr♦� 01 ^ Q n 1 J
`fl 1.-e77.3J' —�I 1/ r 11 _ q ^ice h2O / I"
R-19M-86' / ! Ol 4 ��_ +In I
E. 91.2Q f ' ~' w ~ ~��� 1^H1 r* p
.1.
f + O
M P.L STA 164+66-11 I
p V1 % a 36'2Sit' RT. ti _
_ � 1 DRAIN p11CN
(SEE X-SECT10"S) \ w 1 ! L. 130 0C1
2 i r L-6D9.61, 1 ?moo:�
a~, 1/ I 1��613-19 cvUl p
°j ENO PROJECT AR 94111 �'�d��u,
P.I. STA_ 90+20,00 6K. � R.1an.D2' s
$� 1 STA. 150 F 70.Q0 AH. 1 S�O.cu '/ STA. 177+17,57 wpr- +I E..96.75' i "C vl on
' END N, 19TH AVE. RS 235-1 2 7 STA. 90+26.5,3 Oz r
GIN BARTER-OAK PROJECT AR 94111 STA. 150+26.53 i 1 N
�+
n I
ly 1 1 ( p �O �a3
CC�riOz°O0
r
* 4770
4'70 STA. 149 6S TO 15 00 OEr
,n
DRAW W RT. I d
�t
l O d
a E 0 u1 STA 1 2E TO 1, +17 �STA. 157 7.,♦ w— - _79 x a`�'
n GEOTUTU-SEP KED-WOV1N ~FYI. AP�-. i.o79 7G + ° --
(SEE T1PI sEccil ) TYPE A mY (GR.wE AHEAD)
4-501 m 1 ?G r -
V-a 400' V.0 400'
�c N 172+80 T 173+00 T. k RT.
01 N + a + 0.7 a4 --- - 9R.UN DISCN AR 4 7»0
4�4o a oo O tma — �� - _ 1 - —
ot - '10 23 TO ,7 ♦45 LT. a
1 I (� 'I + 1. 32 X_ = 189+e TO 170+ 0 RT.
pRA1N DI CHARGE
<'30 m vta 1 v._. .a+ f� = V.c 40O' EDGE AWN cis ARGE
'i + 0 �- ' _ - ;A5+� TD IM 00
o BOTTOM EC:AL e0 .Ow
♦• 0.720 � EDGE;CRA1N Da RACE
+ 0.72' R _ - r� I i 6l+ TO 162 00 RT. R m a
157+60 tS6+00 T. I 4 <J
- - _ EDGE CR N CISCH CE EDGE RAIN DS AkCE
V.0 I200' 153+80 TO 154+00 T. \ e
--- 150+1(1 TO 1504 LT. odm EDGE DR N OISCN CIE BOTTOr : @ EOA iRROW 4-12
710 EDGE CFA H D1S ARCS
� A
W EDGE ORA;N '- + _ EDCE DR/vN LT.
47'0O
e 7pd - - -�
0 1 1+
I a
n 9
' EDGE pR��N qT r
r
t .oQO
390
1
4-680
•=684 150405+00 6 + 0 165 170+00 T55+00
'P�r__T '+LudER ;HEcT No.
AR 9401 S_r
(N. STH AVE,)
/s ..11110I" .Ar) lj�. g,. `" BAXTER TO OAK S T.
OI
4,1 Q
_ 1 +1►I-I S� to
N7-�•IGn
M6 jEms
Iz
t
\\ 0. / 7 9e
/ ¢• 1 ~"�,4
NEW qlwl
�9Ct
�i J 9-
i
END N. 197H AVE. RS 235-I(2)7 STA. 90+25.53
yv- Al BEGIN BAXTER-OAK PROJECT STA. 150.26.53 4lb
r,
tell
Old \y !
A.
bil
22 Vp ` ch x �• /�
7+8♦SO 4 i0-0 ADL[ 1 H-r !-0 7-d Q r• NMp •)r \O d ` \ - ` Y \ / /•••• '`, !
0+ f 1 vlz-ro IOiI10 A 1 10-0 J•t U-J 1.012-0 -il, �• MIQ•.N A ;: \. .,t,4 ;
ab'L• �r1-I 2-orr-p A a•p „xl N-0 1-0 !•o, '� wr•r fo h �' _ \\ 1rR r
wl•p 2-0820 t O I -0•bf� i'i/ i�/ ♦ \~�
wa.,q I-lYhl P.2 ,vl.lp.an 1
:10•PO YI•If 2.OA!-0 a 1Dp ��• M-0 7-0 7-O +0 ,4 MI-/O•Jn .2�P - ��/// \� `y
r!O'R7 wC•IL Lott ! AOLC 22 I 7/ \\\ ;` ♦ 1 =� ..
I w/•i t-0r7.0 11 .Vl•I• !O \ , i1..
00.00 w2-. 1-9
r-! A b-0 •-t }O J-O
410'Ar wl•)0 :•11:O I .i AO: $y
C 40 I YI-O-.II -
rNrJO 2.Or - A 10-0 t t N-0 !-D 1-C . 1. rl-AD•.Ir - :�'\
_r Ilt•1 JdYr-! rot[ 2 NOTE: vo-Ra- SPEQTTEO ON THE PLANS AS PLASTIC. \
04 ]. 29,110 2.0 PAVEMENT MARKINGS SHALL BE WLA:D HOT
�`.so 111,1Ox i i'1 I w'''' 00 EXTRUDED HYDROCARBON -WERMOPLaSTIC.
-13,30 Ar ME-, 2a2L7 AOLC !O to `� •w M.•10•Jr1 �'
:56r60Ar I Al-r! 1•014•0 ♦ 4.0 ap Au 9-0 !Or r?O I �• �) ,� �.
.83-300 -9 7All
•: JJ J r00 J Jr ;r1J I
rO•"!Nr A!•!t 20.%1t r
t0
r 2r t2.1 /0 1'I1
J
- - - --- j• .Vl+l Tf PA1NT T - - - - - -- - - - --- - - -a' A►O tr�6rNT --- - - - - - - - - - - - �C.
—9 QNIT_o ASTIC —
r�—vim —
j —vrAITE at:STIC 1 --wnrrE PLASTIC >' �c• .W PLASM
t !' 1' •'•9L- `EL_OVI Pr_l5'iC ^� --
NOTES!
,KITE LAlhT — ' u " _, h -_PAIN- ALL PAVEMENT MARKINGS SHALL BE FAINT
__4 ' UNLESS OTHERWISE SPEC;FIED.
-- -- .2i M•n TE-LAJTIC
o L ALL APPROACH RADII SHALL BE 25' 30ZEMAN
�, • oEs+c++ _D_ c; a1-� UNLESS OTHERWSE SPECIFIED
CTYPICALTOR U1 DTO
v. 19TH AVE.— SAXTER LANE TO OAK ST,
DELINEAroN LEaEND TYPICAL PAVEMENT MARKINGS � CALLA11N COUNTY
-+ o�raw9' 7t 11 d
'w• NOT TO SCALE
-- - SIGNING AND PAVEMENT MARK;NGS
SCALE J' 'CIO'
:4-_9-�_`. F 30?r'.�A'�'9s:ti0AK�.•S C di3OWG
so n
v In 8 in
10
0 0
^In n n n n• h rOrl �. O _
,a
�p Ir
+K n'"O 0�C1r1f nH�O n x �� o• cr
r � h+�<WT cft
t� nzx < n a} Ua X 0 W ci
Cs - x o
w + C < 1 5; 2z�' +io o�� $zo ..90 �c�<
4. +<0 +W +H
W) //1 h �.j, F-GV f~lIU.�'. �Cpp7V �r0 �ao�D
N N NI V!WP cm U1n NCQO
pp N O N -
q
N o
N N h n C
_ OD
ji
. IN
I
I
t
I f�
1I ,
N
I i
` N
r7 NCN �D Y7 h O r'7
h
N
N
h N N N N 7 M
N
I I 1
I
L.J
Z
ir
CL:
CL
0
U
I I Fj
I I r1l,
X
W0
CA
. N
0 0 0 0 0a 0i ^ h In // .') ^ a 0 N r'�] N h N M N 'Ol N rOj v
co ad
h p oV g �Vo
� V d 0c o o V wd $ V < �
� o � $
IA O d 0 !'1 O O O Oo O O h CO O r O b 0 In p d O M O N
r 0 r 0 ^ O ►] S S ^ ♦ r 0 OJ tD m 0 O O O m 0 O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0
ul 60 kn Y7 to to d f ►- d f ♦ d ♦ r d f d M 1 v n r
+ v -~' v v J e v < .rr S v e o c v a � a` v °C
S ^~ d W C 1 O W S W
fa
QOX `f kn
ORW 0En 00 0V1W
c_ 0a O Z o c,voZ-00< t+oZ< + 4 O a+02
N + +a0 0 +to0 +a
nx 'o In o} apa
`oo`
t
m� �0]0 in (n 0 0 tnWr In -01 HWr v1Wn
LI.. = O�QW
}fir �� v
<00 Odd •�
M t �~
1 1H
cc H 1'7 M
n n n n h n n nJ h n r JJ n r
d l ♦ d f Y Y d dl� d Y d _1 dI Id
1F �
Ill 1 11 Irl 11 11
04
1
1
O O O O O O O + O O O O O O O O
In Ln Yf d U') s d V d f < M f M•
d d d d �► f Y d Y Y d � Y Y f Y O
h O i 0 rf N q •- O P 0 0 0� O O n p r 0 to O O i 0 ✓f O N O
r 0 O S O S O O b m 0 0 0 O O 0
V � n
d
Y
Q
O x M
1 I .N - I
x o
a
m
I
I I
Ln
d
r