2022-07-13_PERMIT FILE - M2022031 ‎(2)‎

• Permit No: M2022031
• IBM Index Class Name: Permit File
• Doc Date: 7/13/2022
• Doc Name: Incompleteness Response
• From: CRCC
• To: DRMS
• Email Name: TC1
• Email Name: MAC
• Media Type: D
• Archive: No

PODI / NHS Related Projects:
DEPARTMENT OF TRANSPORTATION P.E.UNDER PROJECT:
Project Number STM 1151-038
D VIA PROJECT OF Project Code: 22903
DIVISION INTEREST (PoDI)? NO O 7E5
P,- R.O.W.Projects:
NATIONAL HIGHWAY SYSTEM? •NO O YES F�*' R.O.W.Project Description
STATE OF COLORADO
TABULATION OF LENGTH B DESIGN DATA O( SHEET NO. INDEX OF SHEETS
FEET HIGHWAY CONSTRUCTION BID PLANS OF PROPOSED 1 TITLE MEET 1-11
STATION ROAOHIAY MAJOR A; '0* 2 PE STAMPS COVER SHEET
SH,1S STR. FEDERAL AID PROJECT NO.STM 1151-038 3 STANDARD PLANS LIST
APPROACH TO PROJECT 4-22 SN 115 TYPICAL SECTIONS -
MP 26.71 STATE HIGHWAY NO. 115 23-24 GENERAL NOTES
BEGIN STM 1151-038= EL PASO COUNTY M.P.39.94 25-35 SUMMARY OF APPROXIMATE QUANTITIES
STA. 281+OB.BB ON SH 115,M.P.2l.]t BEGIN APPROACH TO PROJECT 36 SUMMARY OF EARTHMORK
16,826.]2 CONSTRUCTION PROJECT CODE NO.22903 37-39 TABULATION OF GUARDRAIL
STA.389+26.72 BEGIN STRUCTURE 48-42 TABULATION OF SURFACING
43 TABULATION OF IXUI NAGS STRUCTURES
No.J.17-M
17e.s3 STA 197+30.00 -M.P.38.94 � TABULATION OF EMBANKMENT PROTECT
N I a° END PROJECT STM 1151-038 _ AND GU T _
STA. 397+B5.25 END STRUCTURE alp END ROADWAY CONSTRUCTION 49 iy TABULATION OFYRPMOVALS�OFILE SHEET
N0.J-17-M _ °lC J-17-711
12,711 25 -- - --- _..i - 149 STANDARD ACCESS DETAILS
STA. 118-39.51 BEGIN STRUCTURE 8 STA 183+99.50 - M.P.38.63 tsa TABULATION OF ACCESSES
No.J-i7-A END BRIDGE REPLACEMENT 151-155 ACCESS PLAN AND PROFILE SHEETS
93.15 }7 BEGIN ROADWAY CONSTRUCTION 156-162 BOREHOLE5 TABLE
STA. 519+32.86 END STRUCTURE J-17-AC 163-184 BOREHOLE PLANS
NO.J-17-A J 17 AE STA 182+88.50 - M.P.38.61 185-186 DRAINAGE GENERAL NOTES AND pETA[L -
16 227 OU 3 END ROADWAY CONSTRUCTION 187.213 DRAINAGE PLAN AND PROFILE SHEETS -
STA. 681+59.86 BEGIN STRUCTURE -(7-AD BEGIN BRIDGE REPLACEMENT BRIDGE PLANS 214-251
N0.J-11-AC 214 GENERAL INFORMATION AM SUMMARY OF
164.33 M.P.37.04 ---
STA.883+21.89 END STRUCTURE 5 BACK STATION = 694+17.69 215.243 BRIDGE PLANS'SIR.J 17-M
2 N0.J-17-AL --- -..-_ TI6S.R67W TL AHEAD STATION 100+00.00 244 GENERAL IMF AND SIIMMRY OF
Y� 1.093.00 - '
x BACK STA.894H 7.69= - 4 STA 615+00.00 = M.P.35.47 245m251 BRIDGE PLANS(SIR.J 17-A 8 J-17-AA
AHEAD STA,188+88.86 J-17-A 252 CULVERT GENERAL NOTES AND SIIMIWRY
8.268.50 END FOR AND HMA OVERLAY T -
STA. 182+88.58 BEGIN STRUCTURE i BEGIN CONCRETE PAVEMENT 253-257 CULVERT PLAN
3S
S_ 268-278 UTILITY PLANS
NO.J-17-M J-1J-B STA 519+32.86 - M.P.33.66 279 LIGHTING AND ELECTRICK GENERAL
8 n1.eo 3 END BRIDGE REHABILITATION
STA. 183+99.SB END STRUCTURE 288-283 LIGHTING AND ELECTRICAL PLANS
ND J-17-M 1-17 BEGIN ROADWAY CONSTRUCTION Y84-285 ITS NOTES -
1.33D.sD _ _ _ A _._ STA 518+39.51 - M.P.33.65 286 TABULATION�EET
S -
= I-STH 1151-e3e= END ROADWAY CONSTRUCTION 287.336 ITS PLAN SH -
STA. 19]+30.00 ON SH 115,M.P.18.94 'il 337-N3 STORMMATER EMENT PLAN
30 BEGIN BRIDGE REHABILITATION
3N-385 INITIAL$HR1E MAPS -
APPROACH TO PROIKT 368.387 INTERIM SNIE MAPS -
IP 39.94 STA 391+05.25 - M.P.31.30 -
IOTAI 58,499.98 547.1/ `�h 388-409 PERMANENT STABILIZAT]ON SNIP SITE
OF PROJECT FEET WILES y1. 9 END BRIDGE REHABILITATION 119-439 CONSTRUCTION FIASINACG PLANS TIONS
58.499.98 11.E6 BEGIN ROADWAY CONSTRUCTION
MAJON STRUCTURE 517.71 B.1O 2 J-17-1 440-447 TABULATION OF SIGNS
STA 389+26.72 - M.P.31.27 44B TABULATIONS OF PREFORMED THERMOP
a PROJECT GROSS LENGTH 59.947.69 I1.16 2 END ROADWAY CONSTRUCTION P NT
BEGIN BRIDGE REHABILITATION M9 TABULATION OF PAVEMENT MANNING
DESIGN DATA S.N. 115 450-471 SIGNING AND MARKING PLANS
MINIMUM RADIUS OF CURVE 1440 FT. 472-476 SIGH SHEETS
STA 201+00.00 - M.P.27.71 477 SURVEY TABULATION
g NAx3NUN GMDF fi.eex BEGIN PROJECT STM 1151-038
5 BEGIN ROADWAY CONSTRUCTION 3.81-3.23 PROJECT CONTROL OIAGRAR
MINIMUM S.S.D.HORIZONTAL 64W FT. '� 4.91-4.17 ISURVEY CONTROL DIAGRAM MP 27.71-37.84
M.P.26.71 8.01.8.14 &AERSHIP MAP
MINIMUM S.S.D.VERTICAL 407.43-FT. J 124 BEGIN APPROACH TO PROJECT SURVEY CONTROL DIAGRAM MP 17.84-99.W
P
P MAXIMUM DESIGN SPEED 65 MNI f 1 591-812 ICIN1315 SECTION SHEETS
3
€ 2021 DESIGN TRAFFIC OHN=1.6Be \� CONSTRUCTION
ACT=,.,See s PLAN
' DNV TRUCK N 11.30% PACKAGE
E
n CLEAR ZONE DISTANCE(TANGENT) 38 FT.
q CONSTRUCTION CLEAR 2WLE(MIN 18') 3e FT. D' 4500'9000 18,000' 3-21-2022
Print Date:4/8/2022 Sheet Revisions As Constructed Cover Page Project No./Code
File Name:22903RDWY_TITLE_SIfET. Dote: Comments gRP
Colorado Department of Transportation Contractor:
it All seals for this set of 1480 auoil Loke Loop,Suite A No Revisions: Resident En Weer: S.SCHNAKE STM 1151-038
Horiz.Scale:As Shown Vert.Scale:N/A 4/l/22 Revised Index of Sheets g�
drawings are applied to Colorado Springs,CO 80906
the cover pages) Unit Information Unit Lender:SSchn9ke - 4/8/22 Revised Inde:of Skeels Phone:[phone] Revised: Project Engineer: 22903
Fax:[phone] PROJECT STARTED: / / ACCEPTED:
Region 2 SES Void: Comments: Cover Page TB