Attachment 1-2022PW0049-Inman Creek Plan Set.PDF
PDF 15 MB Posted
- Attached to
- IFB 017-2026 Inman Sanitary Sewer Improvements
- Solicitation number
- IFB-IFB 017-2026-0-2025/BC
- Issued by
- Greene County, Missouri
About this file
This document is a comprehensive set of engineering plans and technical specifications for the Inman Sanitary Sewer Improvements project, prepared by the City of Springfield, Missouri's Department of Public Works. The project involves the abandonment of existing sanitary sewer infrastructure and the installation of approximately 3,164 linear feet of new 18-inch sanitary sewer pipe along various streets including Walnut Lawn Street, Rockwood Street, Kansas Avenue, and Ferguson Avenue. The work includes excavating, installing new pipe, reconnecting service laterals, constructing manholes, performing surface restoration, and implementing erosion control measures. The project is phased across four construction stages, with detailed plans showing precise pipe locations, elevations, and utility crossings.
The project is funded by the City of Springfield and will be competitively bid under Invitation for Bid (IFB) 017-2026. The engineering plans specify technical requirements including pipe material (PVC SDR 26/21), pipe slopes, manhole specifications, and detailed restoration guidelines. The project aims to enhance hydraulic capacity, reduce inflow and infiltration, and improve overall sewer system efficiency. Contractors will be required to carefully manage utility interactions, protect existing infrastructure, maintain site drainage, and implement comprehensive erosion and sediment control measures. The total disturbed area is approximately 3.27 acres, with specific phasing and stabilization requirements outlined in the erosion control plans.
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Text version
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PROJECT LOCATION
W BATTLEFIELD ST
W MONTCLAIR ST
S K
A N
S A
S E
X P
Y
W WALNUT LAWN ST
S P
A R
K H
IL
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A D
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S K
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LAWRENCE
CEDAR
St CLAIR CAMDEN
DADE
HICKORY
POLK
GREENE
CHRISTIAN DOUGLAS
WEBSTER
DALLAS
LACLEDE
WRIGHT
PROJECT LOCATION
CMT JOB# 22004465.00
CMT LICENSE NO. MO 000631
1631 W Elfindale, Springfield, Missouri 65807 tel 417-869-6009 fax 417-869-8129
DATEBYNUMBER
REVISIONS
REMARKS
JASON
R. CLARK
NUMBER
PE-2006019640
8/8/2025
STA
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FMISSOURI
PR O
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F
ONA LI E G I
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FILE NO.
SHEETSOF
SHEET
VERT:
HOR:
SCALES
CHECKED:
DRAWN:
DESIGN:
LEVEL BK.:
FIELD BK.:
SURVEYED BY:
SPRINGFIELD, MISSOURI
DEPARTMENT OF PUBLIC WORKS
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2022PW0049
INMAN SANITARY SEWER IMPROVEMENTS
CMT
CMT
CMT
CMT
CMT
CMT
N/A N/A
COVER SHEET
CITY OF SPRINGFIELD, MISSOURI
ENVIRONMENTAL SERVICES
INMAN SANITARY SEWER IMPROVEMENTS
DESCRIPTION SHEET NO.
CITY OF SPRINGFIELD:
PROJECT ENGINEER
STORM SEWER
CITY UTILITIES
GAS
WATER
ELECTRIC
AT&T
MEDIACOM
HUNTER BROWN
CHRIS DUNNAWAY
JACOB CAUDLE
JACOB CAUDLE
JASON SMITH
SCOTT HALL
KYLE KELLER
417-874-1294 417-864-1876
417-831-8731
417-849-8265
TRAFFIC CHAD ZICKEFOOSE 417-864-1971
417-831-8362
417-831-8362
417-496-8577
INDEX OF SHEETS
PROJECT CONTACTS
IMPROVEMENT LIMITS
PRIVATE ENTITIES
UTILITY DISCLAIMER
INFORMATION SHOWN ON THIS DRAWING CONCERNING TYPE AND
LOCATION OF UNDERGROUND AND OTHER UTILITIES IS NOT
GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. CONTRACTORS ARE
RESPONSIBLE FOR MAKING THEIR OWN DETERMINATION AS TO THE TYPE
AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE
THERETO. INFORMATION SHOWN IS FROM MAPS PROVIDED OR
DISCOVERED FROM UTILITY PROVIDERS.
(USED IN PLANS)
EXISTING IRON PIN
EXISTING TELEPHONE PEDESTAL
EXISTING MAIL BOX
EXISTING GAS METER
EXISTING GAS VALVE
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING SIGN
EXISTING GRAVITY SANITARY SEWER LINE
EXISTING WATER LINE
EXISTING CHAIN LINK FENCE
EXISTING WOOD PRIVACY FENCE
COMMUNICATION LINE (BURIED)
BURIED GAS LINE
NEW CENTER LINE
BENCH MARK LOCATION
PROPERTY LINE
EXISTING GRADE ALONG NEW C (PROFILE)
NEW BACK OF CURB
BURIED ELECTRIC LINE
EXISTING POWER POLE & GUY
OVERHEAD ELECTRIC
EXISTING EDGE OF ROAD
EXISTING SPLIT RAIL / WHITE VINYL FENCE
EXISTING RIGHT-OF-WAY
(USED IN PLANS)
EXISTING SEWER FORCE MAIN
EXISTING SANITARY SEWER VALVE
EXISTING SANITARY SEWER MANHOLE
TREE OR SHRUB LINE
DECIDUOUS TREE
EVERGREEN TREE
SHRUB
PERMANENT SANITARY EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
EXISTING BARBED / WOVEN WIRE FENCE
CONTROL POINT
DESIGN SPECIFICATIONS:
STANDARD ABBREVIATIONS
LEGEND
DESIGN CRITERIA
C.I.P CAST-IN-PLACE
RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE
PL PLASTIC
WS WELDED STEEL
D.I. DROP INLET
A.I. AREA INLET
J.B. JUNCTION BOX
FES FLARED END SECTION
BC BACK OF CURB
TC TOP OF CURB
TP TOP OF PAVEMENT
R.E. RESIDENTIAL DRIVE ENTRANCE
C.E. COMMERCIAL DRIVE ENTRANCE
F.E. FIELD ENTRANCE
TBM TEMPORARY BENCHMARK
R/W RIGHT-OF-WAY
P.C.(P.O.C.) POINT OF CURVATURE
P.I. POINT OF INTERSECTION
P.T.(P.O.T.) POINT OF TANGENCY
P.R.S. POINT OF REVERSE CURVATURE
P.C.C. POINT OF COMPOUND CURVATURE
PVI POINT OF VERTICAL INTERSECTION
(UIP) USE IN PLACE
(R) REMOVE
(RL) RELOCATE
(DND) DO NOT DISTURB
CITY OF SPRINGFIELD DESIGN STANDARDS FOR PUBLIC
IMPROVEMENTS - ADOPTED JULY 2025
COVER SHEET
NOTES
GENERAL LAYOUT
EXISTING CONDITIONS I
EXISTING CONDITIONS II
EXISTING CONDITIONS III
EXISTING CONDITIONS IV
SANITARY SEWER PLAN & PROFILE I
SANITARY SEWER PLAN & PROFILE II
SANITARY SEWER PLAN & PROFILE III
SANITARY SEWER PLAN & PROFILE IV
SANITARY SEWER PLAN & PROFILE V
SANITARY SEWER PLAN & PROFILE VI
SANITARY SEWER PLAN & PROFILE VII
SANITARY SEWER PLAN & PROFILE VIII
EROSION CONTROL PLAN I
EROSION CONTROL PLAN II
EROSION CONTROL PLAN III
EROSION CONTROL PLAN IV
EROSION CONTROL DETAILS I
EROSION CONTROL DETAILS II
STANDARD DETAILS I
STANDARD DETAILS II
STANDARD DETAILS III
WEST LIMITS
EAST LIMITS
SANITARY SEWER IMPROVEMENTS
STA. 0+00.00
STA. 31+64.44
3164 FEET
VICINITY MAP
NOT TO SCALE
Know what's below.
before you dig.Call
R
BENCHMARK INFORMATION
COS BENCHMARK 064A; WESTWOOD @ WALNUT LAWN
N.W. QUADRANT; CENTER OF SS-6 INLET, AZ 236, 23.7'; BRACE
POLE, AZ 61, 78.4'; BACK OF CURB 8.6'
N: 481,424.21; E: 1,403,352.87; ELEV: 1,258.92
COS BENCHMARK 520; MONTCLAIR @ KANSAS AVENUE
N. SIDE OF MONTCLAIR AND 100' E. OF KANSAS, N.E. CORNER
OF DRAINAGE BOX, AZ 246, 75.6'; S.E. CORNER OF DRAINAGE
STRUCTURE, AZ 268, 69.0'; CONCRETE WALK, 8.8'; BACK CURB,
1.7'; (REPLACES BM GR-03)
N: 483,268.73; E: 1,403,399.90; ELEV: 1,271.98
2022PW0049
9/12/2025
CMT JOB# 22004465.00
CMT LICENSE NO. MO 000631
1631 W Elfindale, Springfield, Missouri 65807 tel 417-869-6009 fax 417-869-8129
DATEBYNUMBER
REVISIONS
REMARKS
JASON
R. CLARK
NUMBER
PE-2006019640
8/8/2025
STA
TE O
FMISSOURI
PR O
E S S
F
ONA LI E G I
E E
N
N R
FILE NO.
SHEETSOF
SHEET
VERT:
HOR:
SCALES
CHECKED:
DRAWN:
DESIGN:
LEVEL BK.:
FIELD BK.:
SURVEYED BY:
SPRINGFIELD, MISSOURI
DEPARTMENT OF PUBLIC WORKS
P at h:
J
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2022PW0049
INMAN SANITARY SEWER IMPROVEMENTS
CMT
CMT
CMT
CMT
CMT
CMT
N/A 24
N/A
NOTES
1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF
THE "GENERAL CONDITIONS AND TECHNICAL SPECIFICATIONS FOR PUBLIC IMPROVEMENTS"
ADOPTED JULY 01, 2025, ISSUED BY THE CITY OF SPRINGFIELD, MISSOURI. AND WITH THE
DETAILS IN THESE PLANS AND THE SPECIAL PROVISIONS IN THE CONTRACT DOCUMENTS.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND DISPOSE OF ALL
MATERIAL AND DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS. THE COST FOR THE
REMOVAL AND DISPOSAL OF ALL CONSTRUCTION RELATED DEBRIS SHALL BE INCLUDED IN
THE CONTRACT AND NO ADDITIONAL COST WILL BE INCURRED BY THE OWNER.
3. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL EXISTING AREAS (TO REMAIN)
AFFECTED BY CONSTRUCTION ACTIVITIES, EQUIPMENT, OR LABORERS TO THE ORIGINAL
UNDISTURBED CONDITIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROTECTING ALL
NEW WORK UNTIL THE COMPLETION OF THE CONTRACT. ANY ADDITIONAL COST FOR
REPLACEMENT OF COMPLETED WORK PRIOR TO FINAL INSPECTION AND ACCURACY WILL BE
THE RESPONSIBILITY OF THE CONTRACTOR.
4. REMOVAL OF PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC. SHALL BE DISPOSED OF
OFFSITE AT LOCATIONS PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER.
5. EXCESS MATERIALS, IF NOT UTILIZED AS FILL, SHALL BE COMPLETELY REMOVED FROM THE
CONSTRUCTION SITE AND DISPOSED OF OFF-SITE BY THE CONTRACTOR. ADDITIONAL COSTS
ASSOCIATED WITH THE EXCAVATION, STOCKPILING, IN ACCORDANCE WITH ALL LOCAL, STATE
AND FEDERAL REQUIREMENTS TRANSPORTATION, AND DISPOSAL OF THESE EXCESS
MATERIALS SHALL BE INCLUDED IN THE CONTRACT UNIT COST OF PIPE INSTALLATION.
6. IN ADDITION TO FIELD SURVEYS AND AERIAL SURVEYS, PLAN DIMENSIONS AND DETAILS
RELATIVE TO EXISTING FACILITIES HAVE BEEN TAKEN FROM EXISTING PLANS AND ARE
SUBJECT TO CONSTRUCTION VARIATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY SUCH DIMENSIONS AND DETAILS IN THE FIELD. SUCH VARIATIONS SHALL NOT BE
CAUSE FOR ADDITIONAL COMPENSATION DUE TO A CHANGE IN THE SCOPE OF WORK.
HOWEVER, THE CONTRACTOR WILL BE PAID FOR THE QUANTITY ACTUALLY FURNISHED AT
THE AGREED UNIT PRICE BID FOR THE WORK. GRADING SHALL BE DONE BY HAND AROUND
BUILDINGS, LIGHT POLES, UTILITY POLES, SIGN POSTS, SHRUBS, TREES OF OTHER NATURAL
OR MAN-MADE OBJECTS WHERE SHALLOW FILLS OR CUTS ARE ADJACENT TO THE ITEMS. THE
DECISION AS TO ITEMS TO REMAIN IN PLACE SHALL BE DIRECTED BY THE ENGINEER. THIS
WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCLUDED IN THE
CONTRACT UNIT PRICE OF PIPE INSTALLATION AND NO ADDITIONAL COMPENSATION WILL BE
ALLOWED.
7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, BONDS, AND INSURANCE PRIOR
TO BEGINNING CONSTRUCTION.
8. ALL CONSTRUCTION TRAFFIC CONTROL DEVICES MUST BE UTILIZED AND MAINTAINED IN
COMPLIANCE WITH PART V OF THE 2009 EDITION OF THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES" AND ANY REVISIONS THERE TO.
9. CURB AND GUTTER REMOVAL AND REPLACEMENT SHALL BE INCIDENTAL TO THE PAVEMENT
REPLACEMENT LINE ITEM.
10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT HORIZONTAL AND
VERTICAL LOCATION OF EXISTING UNDERGROUND FACILITIES PRIOR TO BEGINNING
INSTALLATION OF NEW FACILITIES. CONTACT THE ENGINEER FOR INSTRUCTIONS WHEREVER
ANY CONFLICTS ARE DISCOVERED.
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CORRECT ANY DAMAGE TO UNDERGROUND
UTILITIES OR OTHER OBSTRUCTIONS WHICH IS DUE TO THEIR OPERATIONS AT NO
ADDITIONAL COST TO THE CONTRACT.
12. ALL CONSTRUCTION ACTIVITIES, INCLUDING PLACEMENT AND STORAGE OF MATERIALS AND
STAGING AREAS SHALL BE COORDINATED WITH THE CITY.
13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE CITY AND
ADJACENT PROPERTY OWNERS IMPACTED BY CONSTRUCTION ACTIVITIES.
14. ALL DRIVEWAYS AND PARKING LOTS SHALL REMAIN ACCESSIBLE TO BUSINESSES AND
EMERGENCY VEHICLES DURING PROJECT DURATION UNLESS OTHERWISE SPECIFIED IN THE
JOB SPECIAL PROVISIONS.
15. CONTRACTOR SHALL REMOVE, PRESERVE, AND REPLACE ALL SIGNS, MAILBOXES, FENCES,
AND MISC. ITEMS WITHIN THE LIMITS OF THE PROPOSED IMPROVEMENTS, UNLESS
OTHERWISE NOTED.
16. ALL EXCAVATION IS UNCLASSIFIED. NO SEPARATE PAYMENT WILL BE MADE FOR ROCK
EXCAVATION.
17. ANY EXISTING STRUCTURE, YARD FEATURE OR OTHER ITEM DAMAGED BY THE CONTRACTOR
SHALL BE REPLACED OR REPAIRED TO LIKE OR BETTER CONDITION. THERE WILL BE NO
SEPARATE PAYMENT FOR THIS WORK.
18. THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE PAY AND NON-PAY ITEMS AS
DESCRIBED IN THE PROJECT MANUAL.
19. ALL WORKMANSHIP AND MATERIALS SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL
OF THE CITY OF SPRINGFIELD, MISSOURI, PRIOR TO ANY PAYMENTS.
20. PIPE MATERIAL SHALL BE PVC/SDR 26 UNLESS NOTED OTHERWISE. MATERIALS AND
LOCATIONS OF SERVICE LINES SHALL BE SUPPLIED TO THE ENGINEER FOR RECORD
DRAWINGS.
21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING ROCK ELEVATIONS AT 25'
(MAXIMUM) INTERVALS, WHERE ENCOUNTERED, AND FURNISHING THIS INFORMATION TO THE
DESIGN ENGINEER FOR USE ON RECORD DRAWINGS. NO SEPARATE PAYMENT WILL BE MADE
TO CONTRACTOR FOR ROCK EXCAVATION.
22. ACTUAL PROPOSED PIPE LENGTHS MAY VARY SLIGHTLY FROM THOSE INDICATED ON THE
PLANS DUE TO THE ANGLE OF ENTRANCE INTO THE STRUCTURE WALL. PAYMENT WILL BE
BASED UPON ACTUAL HORIZONTAL AS-BUILT MEASUREMENTS.
23. ALL DISTURBED AREAS, EXCLUDING THOSE TO RECEIVE CRUSHED STONE, SHALL BE HYDRO
SEEDED PER ALL CURRENT APPLICABLE SPECIFICATIONS OF THE CITY OF SPRINGFIELD,
MISSOURI AND/OR AS SPECIFIED ON THE PLANS, EXCEPT IN PAVED AREAS, SIDEWALKS, AND
DRIVEWAYS. ALL AREAS DISTURBED BY THE CONTRACTOR OUTSIDE THE PROPOSED
CONSTRUCTION LIMITS SHALL BE HYDRO SEEDED, AS DIRECTED BY THE ENGINEER, AT THE
CONTRACTOR'S EXPENSE.
24. ALL RIGHT-OF-WAY MONUMENTS SHALL NOT BE DISTURBED OR DESTROYED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RESETTING ALL DISTURBED
PROPERTY CORNER MARKERS. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK.
25. PRIOR TO ORDERING PRECAST STRUCTURES, SHOP DRAWINGS SHALL BE SUBMITTED TO THE
DESIGN ENGINEER FOR APPROVAL.
26. ALL MANHOLES ARE TO BE 4' IN DIAMETER UNLESS OTHERWISE INDICATED; THEY SHALL BE
POSITIONED SO THAT ACCESS IS NOT LOCATED UNDER FENCES.
27. SANITARY SEWER FLOW IN EXISTING SEWER MAINS SHALL BE MAINTAINED AT ALL TIMES. THE
CONTRACTOR SHALL INTERCEPT FLOW OR PROVIDE BYPASS PUMPING TO DOWNSTREAM
SEWERS THAT HAVE PASSED ALL REQUIRED TESTING. SEWER OVERFLOW SHALL NOT BE
ALLOWED. THE CONTRACTOR SHALL SUBMIT AN INTENDED CONSTRUCTION SEQUENCING
PLAN FOR REVIEW AND APPROVAL BY CITY PRIOR TO COMMENCING ANY CONSTRUCTION
ACTIVITIES.
28. SANITARY SEWER SERVICE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. EXISTING
SANITARY SEWER LINES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY AND AT
THE CONTRACTOR'S SOLE EXPENSE.
29. THE CONTRACTOR SHALL PROVIDE TEMPORARY SURFACING (UNTREATED COMPACT
AGGREGATE) IN REMOVED PAVEMENT AREAS UNTIL CONCRETE OR ASPHALT CAN BE PLACED.
30. ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF. THERE WILL
BE NO SEPARATE PAYMENT FOR THIS WORK.
31. THE CONTRACTOR SHALL PROVIDE SIGNAGE AND BARRICADES AS NEEDED TO RESTRICT
PEDESTRIAN TRAFFIC THROUGH CONSTRUCTION AREAS.
32. GENERAL CLEAN-UP MUST BE PERFORMED CONTINUOUSLY DURING CONSTRUCTION AND AT
THE END OF EACH WORKDAY.
33. FRAME ELEVATIONS GIVEN ON THE PLANS ARE ONLY TO ASSIST THE CONTRACTOR IN
DETERMINING THE APPROXIMATE OVERALL HEIGHT OF THE STRUCTURE. FRAMES ON ALL
NEW STRUCTURES WILL BE ADJUSTED TO THE FINAL ELEVATION OF THE AREA IN WHICH
THEY ARE LOCATED AS PART OF THE MANHOLE INSTALLATION COST.
34. ALL OPENINGS IN PRECAST STRUCTURES SHALL BE FABRICATED TO THE PROPER SIZE.
COSTS FOR THESE OPENINGS AND THE ASSOCIATED CONNECTIONS SHALL BE INCLUDED IN
THE PAY ITEMS FOR THE STRUCTURES INVOLVED.
35. CONTRACTOR SHALL CONTACT THE CITY OF SPRINGFIELD CONSTRUCTION INSPECTION
DEPARTMENT A MINIMUM OF 5 WORKING DAYS PRIOR TO ANY CONSTRUCTION ON RIGHT OF
WAY. PRIOR NOTIFICATION OF THE CONSTRUCTION DEPARTMENT FOR SCHEDULING AN
ONSITE PRECONSTRUCTION MEETING IS RECOMMENDED. PLEASE USE GROUP EMAIL OF
dethomas@springfieldmo.gov AND mhedrick@springfieldmo.gov FOR CONTACTING CONSTRUCTION
INSPECTION DEPARTMENT. IN ADDITION TO EMAIL, YOU MAY CONTACT CHIEF INSPECTOR
DOUG THOMAS AT 417-864-1968. ANY WORK PRIOR TO PRECONSTRUCTION CONFERENCE
AND/OR PROPER NOTIFICATION OF THE INSPECTION DEPARTMENT WILL BE REJECTED.
PLEASE COORDINATE WORK WITH OTHER WORK OCCURRING IN THE AREA.
36. A COPY OF THE FILED PLANS MUST BE ON SITE AT ALL TIMES.
37. NO MEASUREMENTS SHALL BE SCALED OFF PLANS. USE ONLY LABELED DISTANCES.
38. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL DISCHARGE OF SEDIMENT FROM THE
SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE NECESSARY
MEASURES APPROVED BY THE CITY DURING ALL PHASES OF THESE OPERATIONS
REGARDLESS OF WHETHER THEY ARE SPECIFICALLY NOTED ON THE DRAWINGS AND SHALL
MAINTAIN AND REPLACE CONTROLS AS NECESSARY. ANY ACCUMULATED SEDIMENT IN STORM
DRAINS OR OFF-SITE PROPERTY SHALL BE REMOVED PRIOR TO FINAL ACCEPTANCE.
39. THE CONTRACTOR IS REQUIRED TO RETAIN FLOATABLE WINDBLOWN MATERIALS ON SITE BY
STORING ALL TRASH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER
DISPOSAL AT OFF-SITE FACILITIES. CONTRACTOR IS REQUIRED TO CHECK ADJACENT AREAS
DAILY AND PICK UP CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE BLOWN OR
WASHED OFF-SITE.
40. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE OF AREA AND PHASE CONSTRUCTION
SUCH THAT NO DISCHARGE OF SEDIMENT OR SEDIMENT-LADEN WATER OCCURS ON OFF-SITE
PROPERTY. ANY ACCUMULATED SEDIMENT IN STORM DRAINS OR OFF-SITE PROPERTY SHALL
BE REMOVED PRIOR TO FINAL ACCEPTANCE.
41. MANHOLE COVERS, VALVE BOXES, AND OTHER UTILITY APPURTENANCES SHALL NOT
ENCROACH ON SIDEWALKS, CURBS, OR PAVEMENT. WHERE CONFLICTS ARE DISCOVERED,
THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO PROCEEDING.
42. BACKFILL SHALL CONFORM TO CITY OF SPRINGFIELD GENERAL CONDITIONS AND TECHNICAL
SPECS, PAGE 4-11, SECTION 4.1.3.9, AS FOLLOWS:
"THE BACKFILL MATERIAL FOR SEWER AND LATERALS CONSTRUCTED IN OPEN CUTS
CROSSING OR PARALLEL TO ROADWAYS, DRIVEWAYS, SIDEWALKS, OTHER EXISTING
PAVEMENTS, OR HAVING THE NEAR SIDE OF THE TRENCH WALLS WITHIN TWO (2) FEET OF
BACK/BOTTOM OF STREET CURB, AND AT OTHER LOCATIONS SHOWN ON THE PLANS OR
SPECIFIED, ALL OF THE BACKFILL SHALL CONSIST OF GRANULAR MATERIAL MEETING THE
REQUIREMENTS FOR BEDDING MATERIAL, SPECIFIED IN SECTION 4.1.2.4 BEDDING AND
BACKFILL. THIS MATERIAL SHALL BE PLACED AND THOROUGHLY COMPACTED."
GENERAL NOTES
1. DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL ENSURE POSITIVE SITE
DRAINAGE AT THE CONCLUSION OF EACH DAY. SITE DRAINAGE MAY BE ACHIEVED BY
DITCHING, PUMPING, OR ANY OTHER METHOD ACCEPTABLE TO THE ENGINEER.
2. THE CONTRACTOR SHALL RECONNECT ALL EXISTING DRAINAGE TILES OR ACTIVE PIPES
FOUND DURING EXCAVATION IN ACCORDANCE WITH THE DETAILS SHOWN IN THE PLANS.
THE COST OF INSTALLING THIS CONNECTION IS INCLUDED IN THE ASSOCIATED DRAINAGE
ITEMS. CONTRACTOR SHALL TAKE CARE DURING INSTALLATION AND ANY DAMAGES OUTSIDE
SCOPE OF WORK SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO
THE CITY.
DRAINAGE NOTES
1. WHEN THE PLANS OR SPECIAL PROVISIONS INCLUDE INFORMATION PERTAINING TO THE
LOCATION OF EXISTING UTILITY FACILITIES, SUCH INFORMATION ONLY REPRESENTS THE
OPINION OF THE ENGINEER AS TO THE LOCATION OF SUCH FACILITIES AND IS ONLY INCLUDED
FOR THE CONTRACTOR'S CONVENIENCE. THE ENGINEER AND THE OWNER ASSUME NO
RESPONSIBILITY FOR THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN IN THE
PLAN RELATING TO THE LOCATION OF EXISTING FACILITIES OR THE MANNER IN WHICH THEY
ARE TO BE REMOVED OR ADJUSTED.
2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES BEFORE EXCAVATION. UTILIZE
"MISSOURI ONE CALL" BY CALLING 1-800-DIG-RITE.
3. WHERE EXCAVATION IS REQUIRED NEAR EXISTING UTILITY POLES OR SUPPORTING DOWN
GUYS/ANCHORS, CONTRACTOR SHALL CONTACT CITY UTILITIES TWO DAYS PRIOR TO ANY
EXCAVATION TO REVIEW/ASSESS AND SCHEDULE POLE SUPPORT AS NECESSARY.
4. IF CONTRACTOR NEEDS POWER LINE COVERED WHEN WORKING NEAR CITY UTILITIES
OVERHEAD FACILITIES, CONTRACTOR SHALL CONTACT CITY UTILITIES DEVELOPER SERVICES
AT 417-831-8888 10 DAYS AHEAD OF THE DATE THAT LINE COVER IS REQUIRED. CITY UTILITIES
INSTALLATION OF LINE COVER FOR CITY OF SPRINGFIELD PROJECTS IS FREE OF CHARGE.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WHICH HAVE FACILITIES IN THE
VICINITY 1 WEEK PRIOR TO COMMENCEMENT OF WORK.
6. ANY CONFLICTS BETWEEN THE INSTALLATION OF THE PROPOSED IMPROVEMENTS AND
KNOWN OR UNKNOWN EXISTING UTILITIES SHALL BE IDENTIFIED BY THE CONTRACTOR AND IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A PROPOSED SOLUTION
TO AVOID THE CONFLICT.
7. CONTRACTOR SHALL COMPLY WITH THE MISSOURI OVERHEAD POWERLINE SAFETY ACT. THIS
STATUTE MAKES IT ILLEGAL FOR AN UNAUTHORIZED PERSON OR ENTITY TO WORK WITHIN OR
BRING EQUIPMENT WITHIN 10 FEET OF A HIGH VOLTAGE LINE THAT HAS NOT BEEN COVERED
OR DE-ENERGIZED. THE PURPOSE OF THE MISSOURI OVERHEAD POWERLINE SAFETY ACT IS
TO ENSURE THE SAFETY OF THE PUBLIC WHEN WORKING AROUND OVERHEAD POWER LINES.
8. ALL UTILITIES ARE SHOWN AT THEIR LOCATION OF RECORD. THE CONTRACTOR SHALL FIELD
VERIFY ACTUAL LOCATIONS OF UTILITIES WITH THEIR RESPECTIVE OWNERS AS REQUIRED TO
PREVENT DAMAGE BY HIS OPERATIONS. UTILITIES DAMAGED DURING CONSTRUCTION SHALL
BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR SOLE EXPENSE AT NO
ADDITIONAL COST TO THE CONTRACT.
UTILITY NOTES
GENERAL NOTES (CONTINUED) GENERAL NOTES (CONTINUED) GENERAL NOTES (CONTINUED)
0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00
4 6 9 12 18 21
8 11 13 16
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N
SAN
SAN
SAN
S A
N
SA
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
SA
N
SAN
0+50 5+00 10+00
15+00 20+00
25+00
30+00
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
S
S S S
S
S
S
S S
S
S
S
S S
S
S
S
S
S
S
S S
SAN
S
S
S
S
SS
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X X X X X
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X
A
WALNUT LAWN
K A
N S
A S
A V
E
FERGUSON SINKHOLE AREA
W DEERFIELD ST
W ROCKWOOD ST
W DEERFIELD ST
S
S
S
SS
S
SS
S S
SS
SSSS
S S
S S S
S
S
S
S
S P
A R
K H
IL
L
A V
E
WALNUT LAWN
W MONTCLAIR ST
S K
A N
S A
S E
X P
R E
S S
W A
Y
W ERIE ST
S
S P
A R
K H
IL
L
A V
E
W ROCKWOOD STX
X
X X
X X
XXXXXXXXXXXXXXXXXXXXXXX
CMT JOB# 22004465.00
CMT LICENSE NO. MO 000631
1631 W Elfindale, Springfield, Missouri 65807 tel 417-869-6009 fax 417-869-8129
DATEBYNUMBER
REVISIONS
REMARKS
JASON
R. CLARK
NUMBER
PE-2006019640
8/8/2025
STA
TE O
FMISSOURI
PR O
E S S
F
ONA LI E G I
E E
N
N R
FILE NO.
SHEETSOF
SHEET
VERT:
HOR:
SCALES
CHECKED:
DRAWN:
DESIGN:
LEVEL BK.:
FIELD BK.:
SURVEYED BY:
SPRINGFIELD, MISSOURI
DEPARTMENT OF PUBLIC WORKS
P at h:
J
:\S pr in gf ie ld
M O
\2
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_I nm an C re ek
\D ra w \S he et s\
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dw g
2022PW0049
INMAN SANITARY SEWER IMPROVEMENTS
CMT
CMT
CMT
CMT
CMT
CMT
N
SHEET KEY MAP
NOT TO SCALE
W MONTCLAIR ST
S K
A N
S A
S E
X P
Y
W WALNUT LAWN ST
S P
A R
K H
IL
L
A V
E
S K
A N
S A
S A
V E
S F
E R
G U
S O
N A
V E
1"=120' 1"=120'
GENERAL LAYOUT
PLAN VIEW
1" = 120'
240'120'0 60'
N LEGEND
EXISTING SANITARY SEWER TO BE ABANDONEDX X X X
Know what's below.
before you dig.Call
R
BENCHMARK INFORMATION
COS BENCHMARK 064A; WESTWOOD @ WALNUT LAWN
N.W. QUADRANT; CENTER OF SS-6 INLET, AZ 236, 23.7'; BRACE
POLE, AZ 61, 78.4'; BACK OF CURB 8.6'
N: 481,424.21; E: 1,403,352.87; ELEV: 1,258.92
COS BENCHMARK 520; MONTCLAIR @ KANSAS AVENUE
N. SIDE OF MONTCLAIR AND 100' E. OF KANSAS, N.E. CORNER
OF DRAINAGE BOX, AZ 246, 75.6'; S.E. CORNER OF DRAINAGE
STRUCTURE, AZ 268, 69.0'; CONCRETE WALK, 8.8'; BACK CURB,
1.7'; (REPLACES BM GR-03)
N: 483,268.73; E: 1,403,399.90; ELEV: 1,271.98
PLAN VIEW
1" = 120'
PROFILE VIEW
1" = 120'
A
N
100YR
100YR
100YR
100YR
100YR
100YR
100Y R
100YR
100YR
100YR
100YR
100YR
0Y
R
CO
CO ER
CO
ER OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
S A
N S
A N
SAN SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN SAN
UGE UGE UGE
U G
E U
G E
TTTTTTTTT
T
SAN
SAN
SAN
SAN
T T
T T
T
S
S
S
CO
D
LOT 1
WILLOW CREEK INVESTMENTS LLC
BK. 2016 PG. 004317-16
DETENTION AREA
COLLEGE PARK EQUITY FUND LLC
BK. 2022 PG. 032649-22
LOT 2
COLLEGE PARK EQUITY FUND LLC
BK. 2022 PG. 032649-22
CONC. CHANNEL
EX. STORM LINE
REMOVE & REPLACE
AS NECESSARY
BUILDING
BUILDING
BUILDING
BUILDING
100 YEAR FLOOD
ELEVATION
0+
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
TRACT 1 TRACT 2
3' A
BB
S
S
S
S
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
S
GX
X
G
X
X X
X X
D
XXXXXX
0Y
R
0Y R
0Y
R
100YR
100YR
S K
A N
S A
S A
V E
CO
TV
ER
O H
E O
H E
O H
E O
H E
O H
E O
H E
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
O H
E O
H E
SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN SAN
XXX
T T
T T
T
T
T T
T T
T T
TTT
TTTTTTTTTTTT
G G
T T
T
S
D
D
S A
N S
A N
ONE LIFE CHURCH OF THE NAZARENE
BK. 2014 PG. 009501-14
BUILDING
BUILDING
BOX CULVERT
CONC. CHANNEL
LOT 1
WILLOW CREEK INVESTMENTS LLC
BK. 2016 PG. 004317-16
PROPOSED SEWER
CENTERLINE
15' SANITARY SEWER
EASEMENT
BK. 2024 PG. 013087-24
100 YEAR FLOOD
ELEVATION
4+50 5+00 5+50 6+00 6+50 7+00 7+50
8+00 8+50 9+00 9+50
TEMPORARY 95' TEMPORARY
CONSTRUCTION EASEMENT
BK. 2024 PG. 013086-24
TRACT 3
A
C
D
E
X X X X X X X X X X X X X X X X X X X
S
S S
G
F
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
RIGHT OF WAY
LINE RIGHT OF WAY
LINE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
G H
SAW CUT AND REMOVE A SQUARE AREA OF
EXISTING PAVEMENT AROUND THE
MANHOLE TO BE ABANDONED AND PROVIDE
A PAVEMENT REPAIR PER DETAIL ST-14.
1"=20' N/A
EXISTING CONDITONS I
CMT JOB# 22004465.00
CMT LICENSE NO. MO 000631
1631 W Elfindale, Springfield, Missouri 65807 tel 417-869-6009 fax 417-869-8129
DATEBYNUMBER
REVISIONS
REMARKS
JASON
R. CLARK
NUMBER
PE-2006019640
8/8/2025
STA
TE O
FMISSOURI
PR O
E S S
F
ONA LI E G I
E E
N
N R
FILE NO.
SHEETSOF
SHEET
VERT:
HOR:
SCALES
CHECKED:
DRAWN:
DESIGN:
LEVEL BK.:
FIELD BK.:
SURVEYED BY:
SPRINGFIELD, MISSOURI
DEPARTMENT OF PUBLIC WORKS
P at h:
J
:\s pr in gf ie ld m o\
-0 0_ in m an cr ee k\
D ra w \S he et s\
_D em o.
dw g
2022PW0049
INMAN SANITARY SEWER IMPROVEMENTS
CMT
CMT
CMT
CMT
CMT
CMT
N
SHEET KEY MAP
NOT TO SCALE
W MONTCLAIR ST
S K
A N
S A
S E
X P
Y
W WALNUT LAWN ST
S P
A R
K H
IL
L
A V
E
S K
A N
S A
S A
V E
S F
E R
G U
S O
N A
V E
40'20'0 10'
PLAN VIEW
1" = 20'
N
40'20'0 10'
PLAN VIEW
1" = 20'
N
LEGEND
A
REMOVE AND REPLACE EXISTING STORM LINE AS NEEDED TO
INSTALL NEW SANITARY SEWER LINE.
FIELD VERIFY EXISTING SANITARY SEWER LATERAL
CONNECTIONS AND RECONNECT TO NEW MAIN.
REMOVE AND REPLACE CONCRETE CHANNEL. MATCH
EXISTING CHANNEL SECTION.
EXISTING SANITARY SEWER TO BE ABANDONED.
PROVIDE FULL DEPTH SAW CUT AT REMOVAL LIMITS.
CUT AND CAP ABANDONED SANITARY LINE AFTER NEW LINE IS
IN SERVICE.
PLUG ABANDONED SEWER LINE AFTER NEW SANITARY LINE IS IN
SERVICE.
ABANDON EXISTING MANHOLE.
LEGEND
CONCRETE SIDEWALK REMOVAL
CURB & GUTTER REMOVAL
ASPHALT PAVEMENT REMOVAL
CONCRETE CHANNEL REMOVAL AND REPLACEMENT
TREE PROTECTIVE FENCING
REMOVE EXISTING TREE (R) & SIZE(R) 5" TREE
EXISTING TREE STRUCTURAL CRITICAL ROOT ZONE
B
C
D
E
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
Know what's below.
before you dig.Call
R
S PROPOSED SANITARY SEWER MANHOLE
F
G
H
SAN
SAN
S A
N
SAN
SAN
SAN
SAN
SAN
100YR
100YR
T
SB
T
SB
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
X X
X X
X X
X X
X
X
X X
X X
X X
X
S
S
CITY OF SPRINGFIELD
BK. 2299 PG. 2089
CITY OF SPRINGFIELD
BK. 2299 PG. 2089
PROPOSED SEWER
CENTERLINE
PROPOSED SEWER
CENTERLINE
100 YEAR FLOOD
ELEVATION
EXISTING SANITARY SEWER
TO BE ABANDONED
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
S
S
S G
F
G G
G D
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
H
D
D
SAN SAN SAN SAN
SAN SAN SAN
100YR
100YR
100YR
100YR 100YR
100YR
100YR
100YR
100YR
T
SBT
SB
T
SB
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE
O H
E
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SA
N
SA
N
SA
N
SA
N
SA
N
X
TTT
T
T
T
T
T
TT
XX
XXXXXXXXX
X
X X
X X
S
S
CITY OF SPRINGFIELD
BK. 2299 PG. 2089
PROPOSED SEWER
CENTERLINE
100 YEAR FLOOD
ELEVATION
EXISTING SANITARY SEWER
TO BE ABANDONED
16+00
16+50
17+00 17+50 18+00
18+50
19+00
19+50
20+00
20+50
21+00
21+50
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
S S
G
F
G G
G
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
H
CMT JOB# 22004465.00
CMT LICENSE NO. MO 000631
1631 W Elfindale, Springfield, Missouri 65807 tel 417-869-6009 fax 417-869-8129
DATEBYNUMBER
REVISIONS
REMARKS
JASON
R. CLARK
NUMBER
PE-2006019640
8/8/2025
STA
TE O
FMISSOURI
PR O
E S S
F
ONA LI E G I
E E
N
N R
FILE NO.
SHEETSOF
SHEET
VERT:
HOR:
SCALES
CHECKED:
DRAWN:
DESIGN:
LEVEL BK.:
FIELD BK.:
SURVEYED BY:
SPRINGFIELD, MISSOURI
DEPARTMENT OF PUBLIC WORKS
P at h:
J
:\s pr in gf ie ld m o\
-0 0_ in m an cr ee k\
D ra w \S he et s\
_D em o.
dw g
2022PW0049
INMAN SANITARY SEWER IMPROVEMENTS
CMT
CMT
CMT
CMT
CMT
CMT
N
SHEET KEY MAP
NOT TO SCALE
W MONTCLAIR ST
S K
A N
S A
S E
X P
Y
W WALNUT LAWN ST
S P
A R
K H
IL
L
A V
E
S K
A N
S A
S A
V E
S F
E R
G U
S O
N A
V E
1"=20' N/A
EXISTING CONDITONS II
40'20'0 10'
PLAN VIEW
1" = 20'
N
40'20'0 10'
PLAN VIEW
1" = 20'
N
Know what's below.
before you dig.Call
R
LEGEND
LEGEND
CONCRETE SIDEWALK REMOVAL
CURB & GUTTER REMOVAL
ASPHALT PAVEMENT REMOVAL
CONCRETE CHANNEL REMOVAL AND REPLACEMENT
TREE PROTECTIVE FENCING
REMOVE EXISTING TREE (R) & SIZE(R) 5" TREE
EXISTING TREE STRUCTURAL CRITICAL ROOT ZONE
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
S PROPOSED SANITARY SEWER MANHOLE
A
REMOVE AND REPLACE EXISTING STORM LINE AS NEEDED TO
INSTALL NEW SANITARY SEWER LINE.
FIELD VERIFY EXISTING SANITARY SEWER LATERAL
CONNECTIONS AND RECONNECT TO NEW MAIN.
REMOVE AND REPLACE CONCRETE CHANNEL. MATCH
EXISTING CHANNEL SECTION.
EXISTING SANITARY SEWER TO BE ABANDONED.
PROVIDE FULL DEPTH SAW CUT AT REMOVAL LIMITS.
CUT AND CAP ABANDONED SANITARY LINE AFTER NEW LINE IS
IN SERVICE.
PLUG ABANDONED SEWER LINE AFTER NEW SANITARY LINE IS IN
SERVICE.
ABANDON EXISTING MANHOLE.
B
C
D
E
F
G
H
100YR
100YR
W
S F
E R
G U
S O
N A
V E
T
SB
WV
T
SBT
SB
SAN SAN SAN
SAN
SAN
SAN
SAN SAN SAN
S A
N S
A N
S A
N S
A N
S A
N
T T
XXX
X
X X X
X X
X
G G
W W
W
X
T
T
T
TTT
W W
W W
W W
W
G G
G
T T
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
G
S S
S
H
EX. 8" WATER LINE
(CL200)
CITY OF SPRINGFIELD
BK. 2361 PG. 0973
DONNA HUGES
BK. 2003 PG. 08294803
CONC.
CONC.
CITY OF SPRINGFIELD
BK. 2327 PG. 0640
CITY OF SPRINGFIELD
BK. 2333 PG. 1660
CITY OF SPRINGFIELD
BK. 2299 PG. 2089
CITY OF SPRINGFIELD
BK. 2327 PG. 0652
JAMES STAFFORD
BK. 2886 PG. 0426
CITY OF SPRINGFIELD
BK. 2327 PG. 0652
PROPOSED SEWER
CENTERLINE
W ROCKWOOD ST.
100 YEAR FLOOD
ELEVATION
0+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00 24+50 25+00 25+50 26+00
26+50
EXISTING SANITARY SEWER
TO BE ABANDONED
PROPOSED SEWER
CENTERLINE
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X
XX
X X
S
S
S
S
PROPERTY LINE
G
F
H
G
G
G
G
G G G
H
CITY OF SPRINGFIELD
CITY OF SPRINGFIELD
BK. 2327 PG. 0668
CITY OF SPRINGFIELD
BK. 2327 PG. 0665
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
CITY OF SPRINGFIELD
BK. 2327 PG. 0652
W W W W
100YR
100YR
0Y
R
100Y R
100Y R
100Y R
100YR
W W
W W
W W
W W
W
W W
G G
G G
G G
G G
G G
G
G G G G G G G
S P
A R
K H
IL
L
A V
E
S F
R A
N K
LI
N
A V
E
W ROCKWOOD ST.
WV
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
S A
N
S A
N S
A N
S A
N S
A N
SAN SAN SAN
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N
XX
W W
W W
W W
W W
W
G G
G G
G G
G G
G
SAN SAN
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
S
S
S
S
H
EX. 8" WATER LINE
(CL200)
CITY OF SPRINGFIELD
BK. 2327 PG. 0652
CITY OF SPRINGFIELD
BK. 2327 PG. 0675
CITY OF SPRINGFIELD
BK. 2327 PG. 0675
JAMES STAFFORD
BK. 2886 PG. 0426
CITY OF SPRINGFIELD
BK. 2448 PG. 0355
CITY OF SPRINGFIELD
BK. 2327 PG. 0675
PROPOSED SEWER
CENTERLINE
100 YEAR FLOOD
ELEVATION
100 YEAR FLOOD
ELEVATION
26+50 27+00
27+50
+0
28+50
29+00
29+50
30+00 30+50 31+00
31+50
E
E
E
PROPOSED SEWER
CENTERLINE
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
S
S
S
S
S
S S
S
S
HG
G
G F
HG
G G
G
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
CITY OF SPRINGFIELD
BK. 2327 PG. 0652
REMOVE AND REPLACE
EXISTING LIGHT POLE AND
SIGN. COORDINATE WITH
CU FOR LIGHT POLE
REMOVAL.
G
F
CMT JOB# 22004465.00
CMT LICENSE NO. MO 000631
1631 W Elfindale, Springfield, Missouri 65807 tel 417-869-6009 fax 417-869-8129
DATEBYNUMBER
REVISIONS
REMARKS
JASON
R. CLARK
NUMBER
PE-2006019640
8/8/2025
STA
TE O
FMISSOURI
PR O
E S S
F
ONA LI E G I
E E
N
N R
FILE NO.
SHEETSOF
SHEET
VERT:
HOR:
SCALES
CHECKED:
DRAWN:
DESIGN:
LEVEL BK.:
FIELD BK.:
SURVEYED BY:
SPRINGFIELD, MISSOURI
DEPARTMENT OF PUBLIC WORKS
P at h:
J
:\s pr in gf ie ld m o\
-0 0_ in m an cr ee k\
D ra w \S he et s\
_D em o.
dw g
2022PW0049
INMAN SANITARY SEWER IMPROVEMENTS
CMT
CMT
CMT
CMT
CMT
CMT
N
SHEET KEY MAP
NOT TO SCALE
W MONTCLAIR ST
S K
A N
S A
S E
X P
Y
W WALNUT LAWN ST
S P
A R
K H
IL
L
A V
E
S K
A N
S A
S A
V E
S F
E R
G U
S O
N A
V E
1"=20' N/A
EXISTING CONDITONS III
40'20'0 10'
PLAN VIEW
1" = 20'
N
40'20'0 10'
PLAN VIEW
1" = 20'
N
Know what's below.
before you dig.Call
R
LEGEND
LEGEND
CONCRETE SIDEWALK REMOVAL
CURB & GUTTER REMOVAL
ASPHALT PAVEMENT REMOVAL
CONCRETE CHANNEL REMOVAL AND REPLACEMENT
TREE PROTECTIVE FENCING
REMOVE EXISTING TREE (R) & SIZE(R) 5" TREE
EXISTING TREE STRUCTURAL CRITICAL ROOT ZONE
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
S PROPOSED SANITARY SEWER MANHOLE
A
REMOVE AND REPLACE EXISTING STORM LINE AS NEEDED TO
INSTALL NEW SANITARY SEWER LINE.
FIELD VERIFY EXISTING SANITARY SEWER LATERAL
CONNECTIONS AND RECONNECT TO NEW MAIN.
REMOVE AND REPLACE CONCRETE CHANNEL. MATCH
EXISTING CHANNEL SECTION.
EXISTING SANITARY SEWER TO BE ABANDONED.
PROVIDE FULL DEPTH SAW CUT AT REMOVAL LIMITS.
CUT AND CAP ABANDONED SANITARY LINE AFTER NEW LINE IS
IN SERVICE.
PLUG ABANDONED SEWER LINE AFTER NEW SANITARY LINE IS IN
SERVICE.
ABANDON EXISTING MANHOLE.
B
C
D
E
F
G
H
SA
N
100YR
100YR
100YR
100YR
100YR
100YR
100YR
100YR
0Y
R
0Y
R
100YR
W W
W W
W W
W W
W W
W W
W W
G G
G G
G G
G G
G G
G G
G G
G G
G
SAN SAN
SAN
SAN
SAN
SAN SAN SAN
SAN SAN SAN
S A
N
S A
N S
A N
S A
N S
A N
T T
G
W W
W W
W
G G
G
T T W
W W
W W
G G
G G
G
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
SAN
SAN
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
SAN
SAN
S
S
S
S
S
SS
S
S
D
H
H
U G
E
U G
E
U G
E
CONC.
CITY OF SPRINGFIELD
BK. 2299 PG. 2089
CITY OF SPRINGFIELD
BK. 2327 PG. 0652
PROPOSED SEWER
CENTERLINE
W ROCKWOOD ST.
100 YEAR FLOOD
ELEVATION
0+50
1+00
2+
3+00
4+00
5+00
6+00
6+41
23+00
23+50
24+00 24+50 25+00 25+50 26+00
26+50 27+00
27+50
W WALNUT LAWN ST.
W WALNUT LAWN ST.
E
EXISTING SANITARY SEWER
TO BE ABANDONED
EXISTING SANITARY SEWER
TO BE ABANDONED
PROPOSED SEWER
CENTERLINE
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
S
S
S
S
S
S
S
S
S
G
F
H
G
G
G
H
G
F
F
F
G
G G
H
H G
G G
G
G
G
F
G
G
H
CITY OF SPRINGFIELD
CITY OF SPRINGFIELD
BK. 2327 PG. 0668
CITY OF SPRINGFIELD
CITY OF SPRINGFIELD
BK. 2327 PG. 0665
PROPERTY LINE
PROPERTY LINE
CITY OF SPRINGFIELD
BK. 2327 PG. 0652
PROPERTY LINE
CITY OF SPRINGFIELD
BK. 2769 PG. 2413
CITY OF SPRINGFIELD
G
G
G
F
PROPOSED SEWER
CENTERLINE
W WALNUT LAWN ST.
EXISTING SANITARY SEWER
TO REMAIN
CMT JOB# 22004465.00
CMT LICENSE NO. MO 000631
1631 W Elfindale, Springfield, Missouri 65807 tel 417-869-6009 fax 417-869-8129
DATEBYNUMBER
REVISIONS
REMARKS
JASON
R. CLARK
NUMBER
PE-2006019640
8/8/2025
STA
TE O
FMISSOURI
PR O
E S S
F
ONA LI E G I
E E
N
N R
FILE NO.
SHEETSOF
SHEET
VERT:
HOR:
SCALES
CHECKED:
DRAWN:
DESIGN:
LEVEL BK.:
FIELD BK.:
SURVEYED BY:
SPRINGFIELD, MISSOURI
DEPARTMENT OF PUBLIC WORKS
P at h:
J
:\s pr in gf ie ld m o\
-0 0_ in m an cr ee k\
D ra w \S he et s\
_D em o.
dw g
2022PW0049
INMAN SANITARY SEWER IMPROVEMENTS
CMT
CMT
CMT
CMT
CMT
CMT
N
SHEET KEY MAP
NOT TO SCALE
W MONTCLAIR ST
S K
A N
S A
S E
X P
Y
W WALNUT LAWN ST
S P
A R
K H
IL
L
A V
E
S K
A N
S A
S A
V E
S F
E R
G U
S O
N A
V E
1"=20' N/A
EXISTING CONDITONS IV
40'20'0 10'
PLAN VIEW
1" = 20'
N
Know what's below.
before you dig.Call
R
LEGEND
LEGEND
CONCRETE SIDEWALK REMOVAL
CURB & GUTTER REMOVAL
ASPHALT PAVEMENT REMOVAL
CONCRETE CHANNEL REMOVAL AND REPLACEMENT
TREE PROTECTIVE FENCING
REMOVE EXISTING TREE (R) & SIZE(R) 5" TREE
EXISTING TREE STRUCTURAL CRITICAL ROOT ZONE
TEMPORARY CONSTRUCTION EASEMENT
PERMANENT EASEMENT
S PROPOSED SANITARY SEWER MANHOLE
A
REMOVE AND REPLACE EXISTING STORM LINE AS NEEDED TO
INSTALL NEW SANITARY SEWER LINE.
FIELD VERIFY EXISTING SANITARY SEWER LATERAL
CONNECTIONS AND RECONNECT TO NEW MAIN.
REMOVE AND REPLACE CONCRETE CHANNEL. MATCH
EXISTING CHANNEL SECTION.
EXISTING SANITARY SEWER TO BE ABANDONED.
PROVIDE FULL DEPTH SAW CUT AT REMOVAL LIMITS.
CUT AND CAP ABANDONED SANITARY LINE AFTER NEW LINE IS
IN SERVICE.
PLUG ABANDONED SEWER LINE AFTER NEW SANITARY LINE IS IN
SERVICE.
ABANDON EXISTING MANHOLE.
B
C
D
E
F
G
H
25 L.F. OF EXIST.
18" VCP
.1
.2
.4
.2
.6
.7
.0
.0
.4
.7
.7
-0+65 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+83
PROVIDE A MIN. OF 12 INCHES
OF AGGREGATE BEDDING OVER
TOP OF PIPE PER DETAIL SAN-28
PROVIDE AGGREGATE BEDDING
BELOW PIPE PER DETAIL SAN-28
IMPERVIOUS TRENCH SEAL
PER DETAIL SAN-21
IMPERVIOUS TRENCH SEAL
PER DETAIL SAN-21
66 L.F. OF NEW 18" PIPE @ 0.23%
(PVC SDR 26)
130 L.F. OF NEW 18" PIPE @ 0.23%
(PVC SDR 21)
331 L.F. OF NEW 18" PIPE @ 0.24%
(PVC SDR 21)
16 L.F. OF NEW
18" PIPE @ 0.50%
(PVC SDR 26)
I.E. 1225.85 I.E. 1226.00
I.E. 1226.50I.E. 1226.20
I.E. 1227.30
I.E. 1225.65 I.E. 1225.57
I.E. 1226.70
197 L.F. OF NEW 18" PIPE @ 0.20%
(PVC SDR 21)
I.E. 1227.10 FOR CONTINUATION
SEE NEXT SHEET
EX. ELECTRIC
(FIELD VERIFY)
EXISTING ELEVATION
EX. COMM. LINE
(FIELD VERIFY
AND SEE NOTE 3)
EX. I.E. 1227.46
EXISTING GROUND LINE (TYP.)
I.E
5.
IN
N
E
I.E
5.
O
U T
W
I.E
5.
IN
E
N E
W S
A N
M H
O
N E
X
IS
T
IN
G L
IN
E
(5 -F
T
IN
S
ID
E D
IA
. W
/ 2 4-
IN
E
J E
R G
O F
R A
M E
C
O V
E R
(S
E E
D E
T A
IL
S
S A
N -3
S
A N
-4
S T
A . 0
.0
R
IM
E L.
2.
I.E
5.
IN
E
I.E
5.
O U
T S
W
N E
W S
A N
M H
(4
-F T
IN
S
ID
E
D
IA
. W / 2
4-
IN
E J
E R
G O
F R
A M
E
C O
V E
R
(S E
E D
E T
A
IL
S S
A N
-3
S A
N -4
S T
A . 0
.3
R
IM
E L.
2.
N E
W S
A N
M H
O
N E
X
IS
T
IN
G L
IN
E
(4 -F
T
IN
S
ID
E D
IA
. W
/ 2 4-
IN
E
J E
R G
O F
R A
M E
C
O V
E R
(S
E E
D E
T A
IL
S
S A
N -3
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A N
-4
S T
A . 0
.4
R
IM
E L.
2.
I.E
.2
IN
E
E X
. 8
I.E
.4
IN
N
E X
. 8
O U
T S
A
B A
N D
O N
I.E
.0
O
U T
W
I.E
7.
O U
T W
I.E
7.
IN
E
N E
W S
A N
M H
4- F
T
IN
S
ID
E D
IA
S T
A . 4
.3
R
IM
E L.
8.
D =2
1.
D =1
6.
D =1
6.
D =1
6.
D =2
0.
I.E
6.
O U
T W
I.E
6.
IN
E
N E
W S
A N
M H
4- F
T
IN
S
ID
E D
IA
S T
A . 2
.3
R
IM
E L.
6.
PROP. 6" SANITARY
LATERAL TEE CONNECTION
STA. = 2+14.30
PROP. 6" SANITARY
LATERAL TEE CONNECTION
STA. = 4+15.31
4'
EX. I.E. 1225.37
EX. I.E. 1225.37
LOT 1
WILLOW CREEK INVESTMENTS LLC
DETENTION AREA
COLLEGE PARK EQUITY FUND LLC
BK. 2022 PG. 032649-22
100YR
100YR
100YR
0Y
R
100YR
100YR
100YR
100YR
100YR
100YR
CO
CO ER
CO
ER OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
S A
N S
A N
S A
N
SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN SAN
SAN
UGE UGE UGE
U G
E U
G E
TTTTTTTTT
T
SAN
SAN
SAN
SAN
T T
T T
T
S
S
S
S
CO
D
0+50 1+00 2+00
3+00 4+00
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
S S
S
S
SAN
SAN SAN SAN SAN SAN SAN
NEW MH 5
4-FT INSIDE DIA.
STA. 4+25.31
N 481,842.23 E 1,402,742.51
RIM 1248.36
INV 1226.70
NEW SET-OVER MH 3
4-FT INSIDE DIA.
STA. 0+90.47
N 481,851.16 E 1,402,407.80
RIM 1242.34
INV 1226.00
NEW MH 2
4-FT INSIDE DIA.
STA. 0+20.34
N 481,853.03 E 1,402,337.69
RIM 1242.15
INV 1225.65
NEW SET-OVER MH 1
5-FT INSIDE DIA.
STA. 0+00.00
N 481,834.94
E 1,402,328.40
RIM 1242.06
INV 1225.37
CONC. CHANNEL
BUILDING
BUILDING
BUILDING
BUILDING
D
GG
G
G
179 L.F. OF 6" SANITARY
SEWER PVC LATERAL
(MAINTAIN 6' OF COVER)
D
CAUTION,
SEE NOTES
16 L.F. OF NEW 18" PIPE @ 0.50%
(PVC SDR 26)
66 L.F. OF NEW 18" PIPE @ 0.23%
(PVC SDR 26) 130 L.F. OF NEW 18" PIPE @ 0.23%
(PVC SDR 21)
197 L.F. OF NEW 18" PIPE @ 0.20%
(PVC SDR 21) 331 L.F. OF NEW 18" PIPE @ 0.24%
(PVC SDR 21)
NEW MH 4
4-FT INSIDE DIA.
STA. 2+24.30
N 481,847.59
E 1,402,541.58
RIM 1246.72
INV 1226.50
LOT 2
COLLEGE PARK EQUITY FUND LLC
BK. 2022 PG. 032649-22
STA. 2+21.30
OFF. 7.00' LT
STA. 4+15.31
OFF. 0.00' T
STA. 3+75.16
OFF. 7.00' LT
STA. 3+22.17
OFF. 7.00' LT
STA. 4+22.31
OFF. 7.00' LT
STA. 2+14.30
OFF. 0.00' T
STA. 4+46.81
OFF. 7.00' LT
35 L.F. OF 6" SANITARY
SEWER PVC LATERAL
(MAINTAIN 6' OF COVER)
65.00°
115.64°
90.90° 89.10°
FIELD VERIFY EXISTING BUILDING
SEWER SERVICE CONNECTION
POINT PRIOR TO CONSTRUCTION.
EX. 8" SANITARY
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. 18" SANITARY
EX. 100 YR FLOOD LIMITS
EX. TEMPORARY CONSTRUCTION
EASEMENT
EX. SANITARY SEWER LINE
TO REMAIN
A X X
X X
X X
X
X X
A
E
EX. SPRINGNET
COMMUNICATION
LINE. USE
CAUTION AND
SEE NOTE 3.
XXXXXXXXXXXX
A
A
B
C
PLUG AND ABANDON EXISTING SANITARY SEWER LINE IN PLACE.
REMOVE AND REPLACE EXISTING CURB AND GUTTER.
PROVIDE FULL DEPTH SAW CUT AT ALL PAVEMENT REMOVAL
LIMITS. (TYPICAL)
PROVIDE NEW SANITARY SEWER LATERAL CONNECTION
FROM APARTMENTS TO NEW MAIN. (SEE DETAIL SAN-11)
REMOVE AND REPLACE EXISTING STORM LINE AS REQUIRED.
RECONSTRUCT EXISTING CONCRETE DRAINAGE CHANNEL
(SEE DETAIL ON SHEET 22)
NEW SANITARY SEWER CLEANOUT (SEE DETAIL SAN-24)
PROVIDE TREE PROTECTIVE FENCING (SEE DETAIL A10)
EXISTING MANHOLE TO BE ABANDONED (SEE DETAIL SHEET 23)
D
E
F
G
H
I
CMT JOB# 22004465.00
CMT LICENSE NO. MO 000631
1631 W Elfindale, Springfield, Missouri 65807 tel 417-869-6009 fax 417-869-8129
DATEBYNUMBER
REVISIONS
REMARKS
JASON
R. CLARK
NUMBER
PE-2006019640
8/8/2025
STA
TE O
FMISSOURI
PR O
E S S
F
ONA LI E G I
E E
N
N R
FILE NO.
SHEETSOF
SHEET
VERT:
HOR:
SCALES
CHECKED:
DRAWN:
DESIGN:
LEVEL BK.:
FIELD BK.:
SURVEYED BY:
SPRINGFIELD, MISSOURI
DEPARTMENT OF PUBLIC WORKS
P at h:
J
:\s pr in gf ie ld m o\
-0 0_ in m an cr ee k\
D ra w \S he et s\
_S an ita ry _P la n&
P ro fil e.
dw g
2022PW0049
INMAN SANITARY SEWER IMPROVEMENTS
CMT
CMT
CMT
CMT
CMT
CMT
N
SHEET KEY MAP
NOT TO SCALE
W MONTCLAIR ST
S K
A N
S A
S E
X P
Y
W WALNUT LAWN ST
S P
A R
K H
IL
L
A V
E
S K
A N
S A
S A
V E
S F
E R
G U
S O
N A
V E
40'20'0 10'
PLAN VIEW
1" = 20'
N
1"=20' 24
1"=4'
SANITARY SEWER PLAN & PROFILE I
M A
T C
H L
IN
E
S T
A . 4
Know what's below.
before you dig.Call
R
LEGEND
KEYNOTES
EXISTING SANITARY SEWER TO BE ABANDONEDX X X X
CONCRETE SIDEWALK REPLACEMENT
CURB & GUTTER REPLACEMENT
CONCRETE DRAINAGE CHANNEL REPLACEMENT
PAVEMENT REPAIR PER COS DETAIL ST-14
UNDERGROUND UTILITY CAUTION NOTES
1. ELECTRIC CONDUIT SHALL NOT BE UNSUPPORTED FOR MORE THAN
2 FEET WHEN SEWER LINE CROSSING IS PERPENDICULAR TO CITY
UTILITIES ELECTRIC TRENCH.
2. EXCAVATION WITHIN 3 FEET OF EXISTING CITY UTILITIES
UNDERGROUND ELECTRIC FACILITIES SHALL ONLY BE PERFORMED
BY A CITY UTILITIES LINE CREW, OR BY A CONTRACTOR THAT FIRST
OBTAINS PERMISSION FROM THE CITY UTILITIES LINE DEPARTMENT
AND HAS EXCAVATION SUPERVISION AUTHORIZED BY CITY UTILITIES
LINE DEPARTMENT PERSONNEL. CONTRACTOR SHALL CONTACT
CITY UTILITIES (MATT NORMAN @ 417-831-8693) AT LEAST FIVE
BUSINESS DAYS PRIOR TO EXCAVATION, TO BE REFERRED TO AN
AVAILABLE LINE CREW SUPERVISOR, TO DISCUSS DETAILS.
3. THE CONTRACTOR SHALL COORDINATE WITH SPRINGNET A MINIMUM
OF 3 WEEKS IN ADVANCE OF THE PROJECT AND MEET WITH
SPRINGNET INSPECTOR ONSITE PRIOR TO ANY EXCAVATION.
CONTRACTOR IS RESPONSIBLE FOR COSTS TO REPAIR ANY DAMAGE
TO SPRINGNET FACILITIES.
K
A N
S A
S A
V E
.7
.3
.3
.7
.4
.5
.9
.8
.7
.3
.8
.1
.6
4+83 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+30
PROVIDE A MIN. OF 12 INCHES
OF AGGREGATE BEDDING OVER
TOP OF PIPE PER DETAIL SAN-28
PROVIDE AGGREGATE BEDDING
BELOW PIPE PER DETAIL SAN-28IMPERVIOUS TRENCH SEAL
PER DETAIL SAN-21
331 L.F. OF NEW 18" PIPE @ 0.24%
(PVC SDR 21)
35 L.F. OF NEW
18" PIPE @ 0.28%
(PVC SDR 21)
166 L.F. OF NEW 18" PIPE @ 0.24%
(PVC SDR 21)
I.E. 1228.10
I.E. 1228.40
I.E. 1228.30
I.E. 1229.00I.E. 1228.60 I.E. 1229.20
FOR CONTINUATION
SEE PREVIOUS SHEET
EXISTING GROUND LINE (TYP.)
REMOVE AND REPLACE
EXISTING ASPHALT PER
DETAIL ST-14
EXISTING ELEVATION
REMOVE AND REPLACE
EXISTING CONCRETE
REMOVE AND REPLACE
EXISTING SIDEWALK
REMOVE AND REPLACE
EXISTING SIDEWALK
FOR CONTINUATION
SEE NEXT SHEET
EX. COMM. LINE
(FIELD VERIFY)
EX. 6" GAS
(FIELD VERIFY)
EX. COMM. LINE
(FIELD VERIFY)
EX. 18" STORM PIPE
(FIELD VERIFY)
EX. COMM. LINE
(FIELD VERIFY)
I.E
8.
IN
E
I.E
8.
O U
T S
W
N E
W S
A N
M H
4- F
T
IN
S
ID
E D
IA
S T
A . 7
.6
R
IM
E L.
9.
I.E
9.
O U
T W
I.E
9.
IN
N
E
N E
W S
A N
M H
(5
-F T
IN
S
ID
E
D
IA
. W / 2
4-
IN
E J
E R
G O
F R
A M
E
C O
V E
R
S T
A . 9
.0
R
IM
E L.
5.
I.E
8.
O
U T
W
I.E
8.
IN
N E
N E
W S
A N
M H
4- F
T
IN
S
ID
E D
IA
S T
A . 7
.3
R
IM
E L.
9.
D =1
6.
'D =2
1.
D =2
1.
4'
120 L.F. OF NEW 18" PIPE @ 0.25%
(PVC SDR 26)
PROP. 6" SANITARY
LATERAL TEE CONNECTION
STA. = 5+06
ONE LIFE CHURCH OF THE NAZARENE
BK. 2014 PG. 009501-14
LOT 1
WILLOW CREEK INVESTMENTS LLC
BK. 2016 PG. 004317-16
SAN
0Y
R
0Y
R
100YR
100Y R
100YR
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
TV
ER
O H
E O
H E
O H
E O
H E
O H
E O
H E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
O H
E O
H E
SAN SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN
X X
XXX
T T
T T
T
T
T T
T T
T T
TTT
TTTTTTTTTTT
G G
T T
T
S
D
D
S A
N S
A N
5+00 6+00
7+00
8+00 9+00
10+00
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
S
S
B
C
NEW MH 7
4-FT INSIDE DIA.
STA. 7+99.66
N 481,850.12
E 1,403,112.97
RIM 1249.82
INV 1228.40
NEW MH 6
4-FT INSIDE DIA.
STA. 7+60.32
N 481,833.29
E 1,403,077.41
RIM 1249.06
INV 1227.60
NEW MH 8
5-FT INSIDE DIA.
STA. 9+70.09
N 481,845.57 E 1,403,283.34
RIM 1245.25
INV 1229.00
15' SANITARY SEWER
EASEMENT
BK. 2024 PG. 013087-24
TEMPORARY CONSTRUCTION
EASEMENT
BK. 2024 PG. 013086-24
S K
A N
S A
S A
V E
BUILDING
BOX CULVERT
CONC. CHANNEL
166 L.F. OF NEW 18" PIPE @ 0.24%
(PVC SDR 21)
331 L.F. OF NEW 18" PIPE @ 0.24%
(PVC SDR 21)
35 L.F. OF NEW 18" PIPE @ 0.28%
(PVC SDR 21)
120 L.F. OF NEW 18" PIPE @ 0.25%
(PVC SDR 26)
153.1°
153.1°
153.6°
DO NOT DISTURB
EXIST COMM. LINE
B
EXISTING SANITARY
SEWER LINE TO BE
ABANDONED IN PLACE.
A
EX. PROPERTY LINE
EX. PROPERTY LINE
E
D
G
10 L.F. OF 6" SANITARY
SEWER PVC LATERAL
(MAINTAIN 6' OF COVER)
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
EXISTING SANITARY
SEWER LINE TO BE
ABANDONED IN PLACE.
A
A
B
C
PLUG AND ABANDON EXISTING SANITARY SEWER LINE IN PLACE.
REMOVE AND REPLACE EXISTING CURB AND GUTTER.
PROVIDE FULL DEPTH SAW CUT AT ALL PAVEMENT REMOVAL
LIMITS. (TYPICAL)
PROVIDE NEW SANITARY SEWER LATERAL CONNECTION
FROM APARTMENTS TO NEW MAIN. (SEE DETAIL SAN-11)
REMOVE AND REPLACE EXISTING STORM LINE AS REQUIRED.
RECONSTRUCT EXISTING CONCRETE DRAINAGE CHANNEL
(SEE DETAIL ON SHEET 22)
NEW SANITARY SEWER CLEANOUT (SEE DETAIL SAN-24)
PROVIDE TREE PROTECTIVE FENCING (SEE DETAIL A10)
EXISTING MANHOLE TO BE ABANDONED (SEE DETAIL SHEET 23)
D
E
F
G
H
I
CMT JOB# 22004465.00
CMT LICENSE NO. MO 000631
1631 W Elfindale, Springfield, Missouri 65807 tel 417-869-6009 fax 417-869-8129
DATEBYNUMBER
REVISIONS
REMARKS
JASON
R. CLARK
NUMBER
PE-2006019640
8/8/2025
STA
TE O
FMISSOURI
PR O
E S S
F
ONA LI E G I
E E
N
N R
FILE NO.
SHEETSOF
SHEET
VERT:
HOR:
SCALES
CHECKED:
DRAWN:
DESIGN:
LEVEL BK.:
FIELD BK.:
SURVEYED BY:
SPRINGFIELD, MISSOURI
DEPARTMENT OF PUBLIC WORKS
P at h:
J
:\s pr in gf ie ld m o\
-0 0_ in m an cr ee k\
D ra w \S he et s\
_S an ita ry _P la n&
P ro fil e.
dw g
2022PW0049
INMAN SANITARY SEWER IMPROVEMENTS
CMT
CMT
CMT
CMT
CMT
CMT
N
SHEET KEY MAP
NOT TO SCALE
W MONTCLAIR ST
S K
A N
S A
S E
X P
Y
W WALNUT LAWN ST
S P
A R
K H
IL
L
A V
E
S K
A N
S A
S A
V E
S F
E R
G U
S O
N A
V E
40'20'0 10'
PLAN VIEW
1" = 20'
N
1"=20'
1"=4'
SANITARY SEWER PLAN & PROFILE
II
M A
T C
H L
IN
E
S T
A . 1
0+
M A
T C
H L
IN
E
S T
A . 4
LEGEND
KEYNOTES
EXISTING SANITARY SEWER TO BE ABANDONEDX X X X
CONCRETE SIDEWALK REPLACEMENT
CURB & GUTTER REPLACEMENT
CONCRETE DRAINAGE CHANNEL REPLACEMENT
PAVEMENT REPAIR PER COS DETAIL ST-14
UNDERGROUND UTILITY CAUTION NOTES
1. ELECTRIC CONDUIT SHALL NOT BE UNSUPPORTED FOR MORE THAN
2 FEET WHEN SEWER LINE CROSSING IS PERPENDICULAR TO CITY
UTILITIES ELECTRIC TRENCH.
2. EXCAVATION WITHIN 3 FEET OF EXISTING CITY UTILITIES
UNDERGROUND ELECTRIC FACILITIES SHALL ONLY BE PERFORMED
BY A CITY UTILITIES LINE CREW, OR BY A CONTRACTOR THAT FIRST
OBTAINS PERMISSION FROM THE CITY UTILITIES LINE DEPARTMENT
AND HAS EXCAVATION SUPERVISION AUTHORIZED BY CITY UTILITIES
LINE DEPARTMENT PERSONNEL. CONTRACTOR SHALL CONTACT
CITY UTILITIES (MATT NORMAN @ 417-831-8693) AT LEAST FIVE
BUSINESS DAYS PRIOR TO EXCAVATION, TO BE REFERRED TO AN
AVAILABLE LINE CREW SUPERVISOR, TO DISCUSS DETAILS.
3. THE CONTRACTOR SHALL PROTECT EXISTING GAS MAINS AND GAS
VALVES DURING INSTALLATION OF SANITARY SEWER LINES AND
MANHOLES. THE CONTRACTOR SHALL ADJUST VALVE BOXES AS
REQUIRED TO MAINTAIN ACCESS TO GAS VALVES.
.6
.6
.3
.0
.0
.2
.4
.6
.9
.1
.8
.5
.1
10+30 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+80
PROVIDE A MIN. OF 12 INCHES
OF AGGREGATE BEDDING OVER
TOP OF PIPE PER DETAIL SAN-28
PROVIDE AGGREGATE BEDDING
BELOW PIPE PER DETAIL SAN-28
162 L.F. OF NEW 18" PIPE @ 0.25%
(PVC SDR 26)
439 L.F. OF NEW 18" PIPE @ 0.25%
(PVC SDR 26)
I.E. 1229.70 I.E. 1230.10 I.E. 1230.30
120 L.F. OF NEW 18" PIPE @ 0.25%
(PVC SDR 26)
I.E. 1229.50
FOR CONTINUATION
SEE PREVIOUS SHEET FOR CONTINUATION
SEE NEXT SHEET
EXISTING GROUND LINE (TYP.)
I.E. 1238.00
EXISTING ELEVATION
I.E
9.
IN
E
I.E
9.
O U
T S
W
N E
W S
A N
M H
(4
-F T
IN
S
ID
E
D
IA
. W / 2
4-
IN
E J
E R
G O
F R
A M
E
C O
V E
R
S T
A . 1
0+
.8
R
IM
E L.
4.
I.E
0.
O U
T W
I.E
0.
IN
E
I.E
8.
IN
N
N E
W S
A N
M H
W / I
N S
ID
E
D R
O P
C O
N N
E C
T
IO
N (5
-F T
IN
S
ID
E
D
IA
. W / 2
4-
IN
E J
E R
G O
F R
A M
E
C O
V E
R
(S E
E C
O S
D E
T A
IL
S
A N
-6
S T
A . 1
2+
.6
R
IM
E L.
3.
D =1
3.
D =1
4.
4'
CITY OF SPRINGFIELD
BK. 2299 PG. 2089
CITY OF SPRINGFIELD
BK. 2299 PG. 2089
SAN
SAN
SAN
S A
N
SAN
SAN
SAN
SAN
SAN
SAN
100YR 100YR
100YR 100YR
100YR
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
T
SB
T
SB
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
SAN SAN SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
X
X X
X X
X X
X X
X
X
X X
X X
X
S
S
11+00
12+00
13+00
14+00
15+00
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
S
S
A
NEW MH 9
4-FT INSIDE DIA.
STA. 10+94.81
N 481,897.97 E 1,403,396.52
RIM 1244.34
INV 1229.50
NEW DROP MH 10
5-FT INSIDE DIA.
STA. 12+61.67
N 481,925.48
E 1,403,561.09
RIM 1243.17
INV 1230.10
120 L.F. OF NEW 18" PIPE @ 0.25%
(PVC SDR 26)
162 L.F. OF NEW 18" PIPE @ 0.25%
(PVC SDR 26)
439 L.F. OF NEW 18" PIPE @ 0.25%
(PVC SDR 26)
11 L.F. OF NEW 10" PIPE @ 9.19%
(PVC SDR 26)
164.7°
59.1°
I
NEW SET-OVER MH 10A
4-FT INSIDE DIA.
STA. 12+69.53
N 481,939.74 E 1,403,566.68
RIM 1246.16
INV 1238.50
A A
A
EX. PROPERTY LINE
EX. PROPERTY LINE
EX. 8" SANITARY
EX. 12" SANITARY
EX. 12" SANITARY
EX. 8" SANITARY
139.71°
A
B
C
PLUG AND ABANDON EXISTING SANITARY SEWER LINE IN PLACE.
REMOVE AND REPLACE EXISTING CURB AND GUTTER.
PROVIDE FULL DEPTH SAW CUT AT ALL PAVEMENT REMOVAL
LIMITS. (TYPICAL)
PROVIDE NEW SANITARY SEWER LATERAL CONNECTION
FROM APARTMENTS TO NEW MAIN. (SEE DETAIL SAN-11)
REMOVE AND REPLACE EXISTING STORM LINE AS REQUIRED.
RECONSTRUCT EXISTING CONCRETE DRAINAGE CHANNEL
(SEE DETAIL ON SHEET 22)
NEW SANITARY SEWER CLEANOUT (SEE DETAIL SAN-24)
PROVIDE TREE PROTECTIVE FENCING (SEE DETAIL A10)
EXISTING MANHOLE TO BE ABANDONED (SEE DETAIL SHEET 23)
D
E
F
G
H
I
CMT JOB# 22004465.00
CMT LICENSE NO. MO 000631
1631 W Elfindale, Springfield, Missouri 65807 tel 417-869-6009 fax 417-869-8129
DATEBYNUMBER
REVISIONS
REMARKS
JASON
R. CLARK
NUMBER
PE-2006019640
8/8/2025
STA
TE O
FMISSOURI
PR O
E S S
F
ONA LI E G I
E E
N
N R
FILE NO.
SHEETSOF
SHEET
VERT:
HOR:
SCALES
CHECKED:
DRAWN:
DESIGN:
LEVEL BK.:
FIELD BK.:
SURVEYED BY:
SPRINGFIELD, MISSOURI
DEPARTMENT OF PUBLIC WORKS
P at h:
J
:\s pr in gf ie ld m o\
-0 0_ in m an cr ee k\
D ra w \S he et s\
_S an ita ry _P la n&
P ro fil e.
dw g
2022PW0049
INMAN SANITARY SEWER IMPROVEMENTS
CMT
CMT
CMT
CMT
CMT
CMT
N
SHEET KEY MAP
NOT TO SCALE
W MONTCLAIR ST
S K
A N
S A
S E
X P
Y
W WALNUT LAWN ST
S P
A R
K H
IL
L
A V
E
S K
A N
S A
S A
V E
S F
E R
G U
S O
N A
V E
40'20'0 10'
PLAN VIEW
1" = 20'
N
1"=20'
1"=4'
SANITARY SEWER PLAN & PROFILE
III
M A
T C
H L
IN
E
S T
A . 1
0+
LEGEND
KEYNOTES
EXISTING SANITARY SEWER TO BE ABANDONEDX X X X
CONCRETE SIDEWALK REPLACEMENT
CURB & GUTTER REPLACEMENT
CONCRETE DRAINAGE CHANNEL REPLACEMENT
PAVEMENT REPAIR PER COS DETAIL ST-14
UNDERGROUND UTILITY CAUTION NOTES
1. ELECTRIC CONDUIT SHALL NOT BE UNSUPPORTED FOR MORE THAN
2 FEET WHEN SEWER LINE CROSSING IS PERPENDICULAR TO CITY
UTILITIES ELECTRIC TRENCH.
2. EXCAVATION WITHIN 3 FEET OF EXISTING CITY UTILITIES
UNDERGROUND ELECTRIC FACILITIES SHALL ONLY BE PERFORMED
BY A CITY UTILITIES LINE CREW, OR BY A CONTRACTOR THAT FIRST
OBTAINS PERMISSION FROM THE CITY UTILITIES LINE DEPARTMENT
AND HAS EXCAVATION SUPERVISION AUTHORIZED BY CITY UTILITIES
LINE DEPARTMENT PERSONNEL. CONTRACTOR SHALL CONTACT
CITY UTILITIES (MATT NORMAN @ 417-831-8693) AT LEAST FIVE
BUSINESS DAYS PRIOR TO EXCAVATION, TO BE REFERRED TO AN
AVAILABLE LINE CREW SUPERVISOR, TO DISCUSS DETAILS.
3. THE CONTRACTOR SHALL PROTECT EXISTING GAS MAINS AND GAS
VALVES DURING INSTALLATION OF SANITARY SEWER LINES AND
MANHOLES. THE CONTRACTOR SHALL ADJUST VALVE BOXES AS
REQUIRED TO MAINTAIN ACCESS TO GAS VALVES.
.1
.8
.3
.6
.9
.8
.6
.4
.9
.9
.6
.8
.8
15+80 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+30
PROVIDE A MIN. OF 12 INCHES
OF AGGREGATE BEDDING OVER
TOP OF PIPE PER DETAIL SAN-28
PROVIDE AGGREGATE BEDDING
BELOW PIPE PER DETAIL SAN-28
E
439 L.F. OF NEW 18" PIPE @ 0.25%
(PVC SDR 26)
419 L.F. OF NEW 18" PIPE @ 0.24%
(PVC SDR 26)
104 L.F. OF NEW 18" PIPE @ 0.29%
(PVC SDR 26)
I.E. 1231.40 I.E. 1231.90
I.E. 1231.60 I.E. 1232.10
EXISTING GROUND LINE (TYP.)
EX. 48" STORM PIPE
EXISTING ELEVATION
FOR CONTINUATION
SEE PREVIOUS SHEET
FOR CONTINUATION
SEE NEXT SHEETEX. I.E. 1232.74
I.E
1.
O U
T W
I.E
1.
IN
E
N E
W S
A N
M H
(4 -F
T
IN
S
ID
E D
IA
.W
/ 2 4-
IN
E
J E
R G
O F
R A
M E
C
O V
E R
S T
A . 1
7+
.7
R
IM
E L.
5.
N E
W S
A N
M H
O N
E X
IS
T
IN
G
L
IN
E (4
-F T
IN
S
ID
E
D
IA
. W / 2
4-
IN
E J
E R
G O
F R
A M
E
C O
V E
R
(S E
E C
O S
D E
T A
IL
S
A N
-3
S A
N -4
S T
A . 1
8+
.8
R
IM
E L.
4.
I.E
.1
IN
E
E X
. 8
I.E
.7
IN
N
E X
. 8
(A B
A N
D O
N
O U
T S
I.E
.9
O U
T W
D =1
2.
D =1
4.
4'
CITY OF SPRINGFIELD
BK. 2299 PG. 2089
SAN SAN SAN SAN
SAN SAN SAN
100YR
0Y
R
100YR 100YR
100YR
100YR
100YR
100YR
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
T
SBT
SB
T
SB
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SA
N
SA
N
SA
N
SA
N
SA
N
X
TTT
T
T
T
T
T
TT
XX
XXXXXXXXX
X
X X
X X
S
S
16+00
17+00 18+00
19+00
20+00
21+00
SAN
SAN
SA…
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