Plans.pdf
PDF 16 MB Posted
- Attached to
- Buckler Road Water Main Replacement
- Solicitation number
- 104580
- Issued by
- Prince George's County, Choptank CDP, Maryland
About this file
This document is a set of construction plans and specifications for the Buckler Road Water Main Replacement project prepared by the Washington Suburban Sanitary Commission (WSSC) in Maryland. The project involves the installation of approximately 2.17 miles of water mains consisting of 0.33 miles of 4-inch ductile iron pipe (DIP), 1.35 miles of 8-inch DIP, and 0.49 miles of 10-inch DIP, along with approximately 1.14 miles of water house connections in Clinton, Prince George's County, Maryland. The project covers multiple streets including Buckler Road, Hellen Lee Drive, Armor Drive, Pin Oak Street, and various connecting roads and courts. Water mains will replace existing cast iron pipes installed between 1956 and 2008, with work including installation of new fire hydrants, valves, blow-off connections, and related appurtenances. The project is divided into two construction phases, with Phase 1 addressing work on Florence Court, Paros Drive, Armor Court, Hellen Lee Drive, Turret Lane, Buckler Road, Armor Drive, and Gredinger Drive, while Phase 2 covers Pin Oak Street, Pin Oak Court, Oak Orchard Court, Oak Leaf Place, and Oak Leaf Court. Sealed responses are due by 2:00 pm on Wednesday, June 3, 2026, via WSSC's eProcurement Portal.
The construction plans specify that all water mains shall be ductile iron pipe with zinc coating (Class 54 minimum) with V-Bio enhanced polyethylene encasement, and all fittings must be fusion-bonded epoxy coated. A licensed geotechnical engineer must perform compaction testing at a minimum rate of one test per every 100 feet of fill. The contractor is responsible for obtaining staging areas, managing temporary water service, coordinating shutdowns limited to no longer than 8 hours, maintaining traffic control in compliance with Maryland standards, and restoring all affected pavements and pavement markings. Estimated project duration spans multiple phases with individual segments ranging from 2 to 33 days of work. The contractor must notify Miss Utility 48 hours in advance of construction, coordinate with Prince George's County DPW, maintain pedestrian access at all times, and comply with sediment control requirements. WSSC will be responsible for mill and overlay work after completion of underground utility work. All materials must comply with COMAR 26.04.01.33 and the Safe Drinking Water Act regarding lead reduction in drinking water.
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Text version
BUCKLER RD
HELLEN LEE DR
ARMOR DR
ARM
O R
DR
GREDINGER
DR
CLINTON MANOR RD
O
AK
LEAF PL
PIN
O
AK ST
BRANCH DR
ENGINEER:
MONTGOMERY CO.
ADEQUATE SURVEY
NO
200'S OF
CONTRACT
DATE
DATE STARTED
DATE FINALED
Drawing No.
FINALED BY
DATE COMPLETED
TYPE MANHOLES
TYPE PIPE W.
S.C.1.
1. thru 32.
Sediment Control Details Plans/Profiles/Details
Description
P.G.CO.D.P.W.&T.
SED. CONTROL
CONTRACT MANAGER
INSPECTOR
CONTRACTOR
L & G
AS BUILT DATA
TOWN NOTIFICATION
STATE HGWY. ADM.
STATE BD. HEALTH
PERMIT REQUIREMENTS
M.N.C.P.&P.C.
WETLANDS / WATERWAYS
TREE
DATE REVISIONS
PAGE GRID
VICINITY MAP
SCALE
ON PROP. R/W REQ'D
OFF PROP. R/W REQ'D
S.
THESE DOCUMENTS CONTAIN
PRIVILEGED AND CONFIDENTIAL
INFORMATION WHICH SHALL NOT
BE REDISTRIBUTED WITHOUT
PRIOR WSSC APPROVAL
FOR LOCATION OF UTILITIES CALL 8-1-1 OR 1-800-257-7777
OR LOG ON TO www.call811.com or www.missutility.net 48
HOURS IN ADVANCE OF ANY WORK IN THIS VICINITY
OTHER UTILITIES
*TO BE ACQUIRED BY APPLICANT
1":2,000'PRINCE
GEORGE'S
CO. P5766
G09,H09, F10,G10
BR7026A21
DRAWING INDEX
REQUIRED
NOT REQUIRED
DRAWN
CHECK
PIPELINE DESIGN DIVISION
212SE06 213SE06 32
PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9
BUCKLER ROAD WATER MAIN REPLACEMENT
BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS
CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND
GA
SP
DATE DIVISION MANAGER
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HHG: 390' & 385'
LHG: 344' & 338'
PRESSURE ZONE=385B
M.D. D.O.E. - WMA
PROJECT MANAGER
WATER ANALYSIS / REHABILITATION UNIT
03/08/24 - PLOT DATE
PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022
WASHINGTON SUBURBAN SANITARY COMMISSION
WSSC
DELIVERING THE ESSENTIAL
PA
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WSSC Erosion and Sediment Control Approval Note This plan has been approved per requirements in the:
Standard Procedures of the WSSC Regulations for Utility Erosion and Sediment Control, Section V, Paragraph A.
Reviewed by:_________________________________________
Date:__________________ Plan No.______________________
LOCATION MAP
WASHINGTON SUBURBAN SANITARY COMMISSION
14501 SWEITZER LANE, LAUREL MARYLAND
BUCKLER ROAD
WATER MAIN REPLACEMENT
1" = 600'
SCALE: 1"= 2,000'
1,000' 1,000'0' 2,000'
1. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH ZINC COATING CLASS 54 MIN.
2. ALL DUCTILE IRON PIPE TO BE V-BIO ENHANCED POLYETHYLENE ENCASEMENT IN ACCORDANCE WITH AWWA C105, METHOD A.
3. ALL DUCTILE IRON FITTINGS TO BE FUSION BONDED EPOXY COATED.
4. CATHODIC PROTECTION IS NOT PROPOSED HEREWITH AND IS NOT PERMITTED WITHOUT ADDITIONAL REVIEW/APPROVAL.
5. LICENSED GEOTECHNICAL ENGINEER T0 PERFORM COMPACTION TESTING FOLLOWING ASTM D1556, ASTM D6938 OR ASTM D2937 AT A MINIMUM RATE OF 1 TEST FOR EVERY 100 FEET OF FILL ALONG MAIN TRENCH AND AT EVERY LATERAL
TRENCH, STRUCTURE AND VALVE BOX IN RESTORATION OF TYPE I AREAS.
6. CONTRACTOR SHALL TEST PIT EXISTING WATER MAIN CONNECTION LOCATIONS. THERE IS THE POSSIBILITY OF ENCOUNTERING POURED LEAD JOINTS. IF POURED JOINT PIPE IS FOUND, REPLACE WITH MECHANICAL JOINT PIPE AND
FITTINGS. REMOVAL OF THE JOINT IS INCIDENTAL TO THE CONTRACT.
7. CONTRACTOR SHALL TEST PIT ALL UTILITY AND STORM DRAIN CROSSINGS A MINIMUM OF 2 WEEKS IN ADVANCE OF WORK, AND MAKE ANY ADJUSTMENTS AS NECESSARY WITH PRIOR APPROVAL OF WSSC AND AT NO COST TO WSSC. ONE FOOT MINIMUM CLEARANCE SHALL BE PROVIDED AT ALL UTILITY AND STORM DRAIN CROSSINGS UNLESS OTHERWISE
NOTED ON THE PLANS.
8. CONTRACTOR SHALL VERIFY THE TYPE, SIZE, AND LOCATION OF EXISTING FITTINGS ON THE WATER MAIN TO BE
REPLACED.
9. PROVIDE MINIMUM ONE AND HALF (1'-6") FEET VERTICAL CLEARANCE BETWEEN WATER PIPELINES AND WHEN WATER PIPELINES ARE CROSSING OTHER UTILITIES PROVIDE MINIMUM ONE (1'-0") FEET VERTICAL CLEARANCE.
10. PROVIDE MINIMUM OF FIVE (5) FEET HORIZONTAL SEPARATION BETWEEN WATER PIPELINES AND OTHER UTILITIES AND
STRUCTURES (MANHOLES, INLETS, VAULTS, POLES, ETC.)
11. PROVIDE A MINIMUM OF TWO (2) FEET HORIZONTAL SEPARATION BETWEEN WATER PIPELINES AND CURB, VAULTS, POLES, ETC.).
12. FOR SAME TRENCH REPLACEMENT, ALL EXISTING VALVES, FIRE HYDRANTS, VALVE BOXES, COPPER, BRASS, FITTINGS AND PIPE MUST BE REMOVED FOR SALVAGE AND RETURNED TO WSSC TEMPLE HILL WAREHOUSE, AT NO COST TO WSSC.
FOR PIPE RELOCATION, FIRE HYDRANTS AND VALVE BOXES MUST BE REMOVED FOR SALVAGE AND RETURNED TO WSSC TEMPLE HILL WAREHOUSE, AT NO COST TO WSSC. SEE SHEET 24 FOR FIRE HYDRANT INFORMATION.
13. REPLACE EXISTING FIRE HYDRANTS IN ACCORDANCE WITH STANDARD DETAIL W/8.0 OR W/8.1, UNLESS OTHERWISE
NOTED ON THE DRAWINGS OR DIRECTED IN THE FIELD.
14. REPLACEMENT OF SINGLE WHC'S ARE TO BE 1" DIAMETER MINIMUM. EXISTING WHC'S LARGER THAN 1" ARE TO BE REPLACED WITH THE SAME SIZE AS EXISTING. 3" WHC'S ARE TO BE REPLACED WITH 4" WHC'S, WHICH SHALL BE DUCTILE
IRON PIPE, CLASS 54. 1 1/4" WHC'S ARE TO BE REPLACED WITH 1 1/2" WHC'S.
15. REPLACE EXISTING WHC'S WITH COPPER, TYPE K, TO THE PROPERTY LINE INCLUDING THE OUTSIDE METER SETTINGS
AND CURB STOPS, SEE STD. DETAILS W/5.6, W/5.7, W/5.13, W/5.15 AND W/5.15A.
16. REPLACE/RECONNECT EXISTING WHC'S TO THE REPLACEMENT WATER MAIN AS NOTED IN THE EXISTING WATER HOUSE
CONNECTION INFORMATION TABLES.
17. LOCATE REPLACEMENT OUTSIDE METER SETTINGS AT THE PROPERTY LINE UNLESS OTHERWISE SHOWN ON THE PLANS.
NO NEW CURB STOPS AND WATER METERS SHALL BE IN PAVEMENT/ROADWAY OR SIDEWALK. SEE THE EXISTING WATER
HOUSE CONNECTION INFORMATION TABLES.
18. INSTALL ALL WATER MAINS AND TEMPORARY CAPS/PLUGS ON BOTH THE REPLACEMENT AND EXISTING MAINS AND TEST
AS SHOWN ON THESE DRAWINGS.
19. CONTRACTOR SHALL NOTIFY MISS UTILITY AT LEAST 48 HOURS IN ADVANCE OF ANY WORK IN THIS AREA, SO APPROPRIATE MARKING OF EXISTING UTILITIES CAN BE MADE. CALL 811 OR 1-800-257-7777 OR LOG ON TO
WWW.CALL811.COM OR HTTP://WWW.MISSUTILITY.NET
20. 1"=30' SCALE DRAWINGS ARE BASED ON TOPOGRAPHIC SURVEY DATA COLLECTED BY JOHNSON, MIRMIRAN & THOMPSON FROM SEPTEMBER 2021 TO OCTOBER 2021. HORIZONTAL DATUM = NAD 83/11 AND VERTICAL DATUM = NGVD 29.
21. CONTRACTOR SHALL NOT STOCKPILE MATERIALS OR EQUIPMENT WITHIN THE DRIP-LINE OF ANY TREES.
22. PROVIDE TREE TRUNK PROTECTION FOR ALL TREES WITHIN 15 FEET OF ANY WORK. SEE STANDARD DETAIL SC/19.0, EXCEPT NOMINAL 2"X10" OR 2"X12" PINE BOARDS MAY BE USED.
23. CONTRACTOR SHALL LOCATE ALL WHC'S IN THE FIELD. THE CONTRACTOR, AT NO COST TO WSSC, SHALL REPAIR ANY
DAMAGE TO HOUSE CONNECTIONS AND WATER MAINS THEY MAY CAUSE.
24. REPLACE EXISTING VALVES IN SAME LOCATION, UNLESS OTHERWISE NOTED ON DRAWINGS. STRAP ALL REPLACEMENT
AND NEW VALVES TO THE NEAREST CROSS OR TEE.
25. RELOCATED AND/OR REPLACED WHC'S SHALL BE PLACED IN LOCATIONS THAT MINIMIZE IMPACT TO TREES. CONTRACTOR
SHALL LOCATE WATER METER BOXES AND CURB STOPS AND ADJUST TO EXISTING GRADE.
26. INSTALL WHC'S TRENCHLESSLY WHERE LINED DRAINAGE DITCHES ARE PRESENT ALONG EDGE OF ROADWAY.
27. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING STAGING AREA(S) AND FOR MOBILIZATION TO AND FROM SUCH
AREA(S) AT NO ADDITIONAL COST TO THE WSSC.
GENERAL NOTES INDEX OF SHEETS
Designed By Date
Field Reviewed By Date
SHEET NO. DESCRIPTION
01 TITLE SHEET
02 GENERAL NOTES
03 KEY MAP
04 ARMOR DR - 1
05 ARMOR DR - 2
06 ARMOR DR - 3
07 PAROS DR AND ARMOR CT
08 FLORENCE CT
09 HELLEN LEE DR - 1
10 HELLEN LEE DR - 2
11 HELLEN LEE DR - 3
12 HELLEN LEE DR - 4
13 BUCKLER RD - 1
14 BUCKLER RD - 2
15 BUCKLER RD - 3
16 BUCKLER RD - 4
17 ARMOR DR AND GREDINGER DR
18 GREDINGER DR
19 PIN OAK ST - 1
20 PIN OAK ST - 2
21 OAK LEAF PLACE
22 OAK ORCHARD CT AND OAK LEAF CT
23 PIN OAK CT
24 FIRE HYDRANT PROFILES
25-26 WATER HOUSE CONNECTION TABLES
27 STAKEOUT DATA
28 SUGGESTED SEQUENCE OF CONSTRUCTION
29 TRAFFIC CONTROL NOTES
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
REQUIRED
REQUIRED
PRINCE GEORGE'S COUNTY, MARYLAND
CONTRACT NO. BR7026A21
SCALE: 1"= 600'
300' 300'0' 600'
PROJECT
AREA
BR7026A21
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EXISTING WATER MAINS TO BE REPLACED
STREET
EXISTING
WATER MAIN
SIZE
PROPOSED
WATER MAIN
SIZE
REPLACEMENT
LENGTH
RELOCATION
LENGTH SHEET
ARMOR DR (SOUTH) 3" 4" 266 0 4
ARMOR DR (SOUTH) 8" 8" 1,427 336 4-6, 10
PAROS DR 8" 8" 329 0 5, 7
ARMOR CT 3" 4" 215 0 6-7
FLORENCE CT 3" 4" 229 0 8
HELLEN LEE DR 10" 10" 1,405 795 9-12
TURRET LN 10" 10" 313 37 12-13
BUCKLER RD 8" 8" 0 2,387 13-16
BUCKLER RD 8" 10" 0 44 13-16
ARMOR DR (NORTH) 8" 8" 470 0 15, 17
GREDINGER DR 6" 8" 258 99 17-18
GREDINGER DR 3" 4" 193 71 18
PIN OAK ST 8" 8" 765 200 19-20
OAK ORCHARD CT 3" 4" 0 227 19, 22
PIN OAK CT 3" 8" 274 0 19, 23
PIN OAK CT 3" 4" 92 126 23
OAK LEAF PL 6" 8" 325 0 20-21
OAK LEAF PL 3" 4" 236 93 21
OAK LEAF CT 3" 8" 77 180 21-22
PROPOSED 4" 1,231 517
PROPOSED 8" 3,925 3,202
PROPOSED 10" 1,718 876
TOTAL PROPOSED REPLACEMENT & RELOCATION LENGTH 6,874 4,595
TOTAL PROPOSED LENGTH 11,469
STANDARD PRECAST CONCRETE CULVERT MISCELLANEOUS
DETAILS - CRITERIA FOR UTILITY LINE CROSSING
TITLE SHEET
S.C.1 SEDIMENT CONTROL DETAILS
31 EXISTING PAVEMENT MARKINGS
TRAFFIC CONTROL DETAILS
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS
WERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MARYLAND.
NAME: STEVEN PICKEL, P.E.
LICENSE NO.: 50329
EXP. DATE: 12/18/2024
NAME: JOHNSON, MIRMIRAN & THOMPSON
ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030
PHONE: (410) 329-3100
CONTACT : STEVEN PICKEL, PE
S . PN IE CV K
E E
T L
S
N 9o 2. 350
DocuSign Envelope ID: 34EE8D82-973A-459E-9419-A13309FD890A
Mar 12, 2024 | 2:00 PM EDT
Mar 12, 2024 | 2:00 PM EDT
Mar 12, 2024 | 2:14 PM EDT
Mar 13, 2024 | 6:36 AM EDTBR7026A21
Mar 13, 2024 | 8:45 AM EDT
Mar 13, 2024 | 4:18 PM EDT
03/08/24 - PLOT DATE
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NO
200'S OF212SE06, 213SE06 32
ENGINEER:THESE DOCUMENTS CONTAIN
PRIVILEGED AND CONFIDENTIAL
INFORMATION WHICH SHALL NOT
BE REDISTRIBUTED WITHOUT
PRIOR WSSC APPROVAL
PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9
BUCKLER ROAD WATER MAIN REPLACEMENT
CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND
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HHG: 390' & 385'
LHG: 344' & 338'
PRESSURE ZONE=385B
PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022
WASHINGTON SUBURBAN SANITARY COMMISSION
WSSC
DELIVERING THE ESSENTIAL
PA
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: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS
DATE REVISIONS
DATE
DATE PROJECT MANAGER
REVIEWER
WATER INFRASTRUCTURE SECTION
CONTRACT# BR7026A21
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS
WERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MARYLAND.
NAME: STEVEN PICKEL, P.E.
LICENSE NO.: 50329
EXP. DATE: 12/18/2024
NAME: JOHNSON, MIRMIRAN & THOMPSON
ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030
PHONE: (410) 329-3100
CONTACT : STEVEN PICKEL, PE
28. WHERE PAVEMENT MARKINGS WILL BE AFFECTED BY THE UTILITY WORK, THE PAVEMENT MARKINGS MUST BE IDENTIFIED SPECIFICALLY ON THE PLAN AND REPLACED IN KIND. THE CONTRACTOR SHALL SURVEY THE EXISTING MARKINGS, AS NEEDED, IN ORDER TO ENSURE THE NEW MARKINGS ARE RE-INSTALLED IN THE PROPER LOCATION. THE CONTRACTOR IS FULLY
RESPONSIBLE FOR THE CORRECT REPLACEMENT OF ALL IMPACTED PAVEMENT MARKINGS.
29. ALL BYPASS PIPES SHALL BE LOCATED OUTSIDE OF THE PAVEMENT. ALL TRAVEL WAYS SHALL BE RESTORED TO TWO WAY
TRAVEL AT THE END OF EACH WORKING DAY.
30. ALL ABANDONED IN PLACE EXISTING MAINS 8” AND LARGER AND APPURTENANCES SHALL BE FILLED ENTIRELY WITH FLOWABLE
FILL.
31. TEMPORARY WATER SERVICE PIPING SHALL BE LOCATED OUTSIDE OF THE PAVEMENT.
32. ALL ROADWAYS IMPACTED BY CONSTRUCTION SHALL BE OPENED TO TRAFFIC AT THE END OF EACH WORKING DAY.
33. SAME TRENCH REPLACEMENT DOES NOT PRECLUDE THE CONTRACTOR FROM MEETING ALL MINIMUM CLEARANCES SHOWN HEREIN. THE CONTRACTOR IS TO ADHERE TO LOCATION REQUIREMENTS SHOWN HEREIN FOR ALL PROPOSED/REPLACEMENT
MAIN INCLUDING GRAPHICS, DIMENSIONS, AND STAKEOUT TABLES.
34. WATER METERS ARE TO BE LOCATED AT THE RIGHT-OF-WAY/FRONT PROPERTY LINE IN THE GRASSED AREA WHENEVER
POSSIBLE.
35. FIRE HYDRANTS ARE TO BE LOCATED 2' FROM THE EDGE OF PAVED ROADWAY IN THE GRASSED AREA WHENEVER POSSIBLE.
36. THE CONTRACTOR SHALL NOTIFY PRINCE GEORGE'S COUNTY DPS PRIOR TO THE START OF WORK.
37. CONTRACTOR SHALL PROVIDE A SAFE, CLEAR, AND DETECTABLE PATH FOR PEDESTRIANS AT ALL TIMES DURING
CONSTRUCTION.
38. FOR ASPHALT INTERSECTIONS, EXTEND MILL AND OVERLAY TO PC/PT OF FILLETS.
39. VALVE STEM EXTENSIONS SHALL BE INSTALLED PER WSSC STANDARD DETAIL W/2.2 ON ALL OPERATING NUTS WITH MORE THAN
4' OF COVER.
40. TO DETERMINE THE INVERT ELEVATION OF THE REPLACEMENT WATER MAINS FOR HYDROSTATIC PRESSURE TESTING, USE THE
AS-BUILT DRAWINGS.
41. CONTRACTOR SHALL PROVIDE STAKEOUT FOR THE PROPOSED RELOCATIONS.
42. PROVIDE TEMPORARY WATER SERVICE DURING CONSTRUCTION FOR WATER SERVICES AFFECTED BY THE WATER MAIN REPLACEMENTS. TEMPORARY WATER SERVICE CONNECTIONS SHALL BE AS PER STANDARD DETAILS W/5.16 AND W/5.16A. ALL SHUTDOWNS SHALL BE LIMITED TO NO LONGER THAN 8 HOURS, AND ALL CUSTOMERS AFFECTED BY THE SHUTDOWNS SHALL
BE NOTIFIED AT LEAST 7 DAYS PRIOR TO THE SHUTDOWN.
43. NO VALVES ARE TO BE OPERATED WITHOUT A WSSC INSPECTOR ON SITE.
44. INSTALL SAME TRENCH REPLACEMENT WATER MAINS WITH A MINIMUM OF 42" COVER, AND OFFSET/ RELOCATED WATER MAINS
WITH MINIMUM OF 48" COVER UNLESS OTHERWISE NOTED ON THE DRAWING.
45. WSSC SHALL BE RESPONSIBLE FOR 2-INCH MILL AND OVERLAY. MILL AND OVERLAY WORK WILL BE DONE BY WSSC PAVING
CONTRACTOR AFTER COMPLETION AND ACCEPTANCE OF UNDERGROUND UTILITY WORK.
46. ANY YARD WITH ZOYSIA GRASS THAT IS DISTURBED MUST BE REPLACED WITH ZOYSIA GRASS. FOLLOW RECOMMENDED TIME
FOR PLANTING ZOYSIA GRASS.
47. IN ACCORDANCE WITH CODE OF MARYLAND REGULATIONS (COMAR) 26.04.01.33, DIRECT AND INDIRECT ADDITIVES, SUPPLIERS OF WATER SHALL ONLY USE PRODUCTS (AND MATERIALS THAT COME IN CONTACT WITH WATER INTENDED FOR USE IN PUBLIC WATER SUPPLY) THAT MEET THE APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE / NSF INTERNATIONAL (ANSI/NSF) STANDARDS FOR DIRECT OR INDIRECT DRINKING WATER ADDITIVES. THE PRODUCTS CAN ALSO BE CERTIFIED BY AN ORGANIZATION ACCREDITED BY THE ANSI FOR SUCH TESTING (I.E., INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS RESEARCH AND TESTING, ONTARIO CA, UNDERWRITERS LABORATORY, NORTHBROOK IL, AND WATER
QUALITY ASSOCIATION, LISLE IL).
48. IN COMPLIANCE WITH COMAR 09.20.01.03 AND THE SAFE DRINKING WATER ACT (SECTION 1417(A)(4)(8)), MATERIALS THAT COME IN CONTACT WITH WATER INTENDED FOR USE IN PUBLIC WATER SUPPLY SHALL COMPLY WITH THE REDUCTION OF LEAD IN
DRINKING WATER ACT, WHICH WENT INTO EFFECT IN MARYLAND IN JANUARY 2012.
49. CONTRACTOR MUST CONTACT THE FOLLOWING PERSONS/AGENCIES AT LEAST SEVEN (7) DAYS PRIOR TO START OF ANY WORK
UNDER THIS CONTRACT:
A. DANIEL HAMILTON, CONSTRUCTION MANAGER, PIPELINE CONSTRUCTION DIVISION OF WSSC, TEMPLE HILL DEPOT AT
(301) 206-7316.
B. PRINCE GEORGE'S COUNTY DPIE INSPECTOR FOR PRE-CONSTRUCTION MEETING.
50. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE
THE SEWER.
51. MAINTAIN 1' VERTICAL AND 5' HORIZONTAL CLEARANCE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE FOR ANY OTHER UTILITIES AND APPURTENANCES. MAINTAIN A MINIMUM OF 2' CLEARANCE FROM CURB AND GUTTER UNLESS OTHERWISE NOTED.
52. THE CONTRACTOR SHALL BE PREPARED TO DEAL WITH GROUNDWATER DURING CONSTRUCTION AND IS COMPLETELY RESPONSIBLE FOR ADEQUATELY CONTROLLING WATER PRESENT IN THE EXCAVATION. THE CONTRACTOR MUST PROVIDE FOR THE DISPOSAL OF WATER REMOVAL FROM EXCAVATIONS IN SUCH A MANNER AS NOT TO CAUSE DAMAGE TO PUBLIC OR PRIVATE PROPERTY OR TO ANY PORTION OF THE WORK COMPLETED OR IN PROGRESS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEWATERING REQUIRED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
53. THE CONTRACTOR IS ADVISED OF VERY LOOSE SOILS AND/OR SOFT SOILS THAT WERE ENCOUNTERED NEAR THE PROPOSED WATER MAIN SITE DURING SUBSURFACE EXPLORATIONS AS INDICATED IN THE GEOTECHNICAL AND PAVEMENT INVESTIGATION REPORT. THIS TYPE OF SOIL IS CONSIDERED AN UNSUITABLE MATERIAL AND IF ENCOUNTERED DURING CONSTRUCTION OF THE WATER MAIN, THRUST BLOCKS, OR ANY APPURTENANCES, THE LOOSE/SOFT SOIL SHALL BE REMOVED TO A FIRM SOIL BOTTOM, TO THE EXTENT DIRECTED BY THE OWNER OR ENGINEER, THEN INSPECTED AND PROBED TO VERIFY THE SUITABILITY PRIOR TO
REPLACEMENT WITH BORROW AGGREGATE AS PER WSSC SPECIFICATION SECTION 02315.
54. CONTRACTOR SHALL PERFORM CCTV INSPECTION OF THE STORMDRAIN PIPES AND SUBMIT TO WSSC AS NOTED ON THE DRAWINGS PER SPECIFICATION SECTION 02956. CCTV SHALL BE PERFORMED PRIOR TO ANY CONSTRUCTION AND AFTER FINAL PAVING IS COMPLETED. CCTV SHALL BE COMPLETED FOR THE COMPLETE LENGTH OF PIPE FROM UPSTREAM TO DOWNSTREAM
STRUCTURE.
1. RESTRAIN ALL FIRE HYDRANTS TO WATER MAIN, SEE STANDARD DETAILS B/2.1 AND B/2.2. DO NOT BLOCK FIRE HYDRANT OR
FIRE HYDRANT TEE.
2. RESTRAIN ALL JOINTS ON WATER MAIN BETWEEN BRANCH VALVES AND TEES/CROSSES. SEE STANDARD DETAIL B/2.0.
3. RESTRAIN ALL JOINTS ON WATER MAIN, WHERE NOTED ON THE DRAWINGS.
4. CONCRETE BLOCKING IS NOT REQUIRED ON PIPE FITTINGS THAT ARE RESTRAINED PER THE LIMITS SHOWN ON THESE
DRAWINGS.
BLOCKING NOTES
1. UTILITY CONTRACTOR TO CONTACT WSSC ENVIRONMENTAL PROGRAMS UNIT AT (301) 206-8075 48 HOURS PRIOR TO STARTING
ANY WORK UNDER THIS CONTRACT.
2. ANY GROUND OR SURFACE WATER THAT IS PUMPED DURING THIS PROJECT SHALL BE DISCHARGED THROUGH A DEWATERING
DEVICE APPROVED BY WSSC PRIOR TO BEING DISCHARGED OFFSITE.
3. STREETS AND PAVED WALKWAYS SHALL BE KEPT IN BROOM SWEPT CONDITION AT ALL TIMES.
4. INSTALL CURB INLET PROTECTION, AT-GRADE INLET PROTECTION AS NEEDED OR AS DIRECTED BY WSSC ENVIRONMENTAL
STAFF. SEE STANDARD DETAIL SC/16.0.
5. CONTRACTOR SHALL PROVIDE TEMPORARY STABILIZATION FOR ALL NON-PAVED DISTURBED AREAS BY THE CLOSE OF EACH
WORK DAY.
6. ANY EXCAVATED OR STOCKPILE MATERIAL LEFT OVERNIGHT SHALL BE COVERED WITH IMPERMEABLE MATERIAL. PROVIDE
SEDIMENT CONTROL FOR ALL OFFSITE STAGING/STOCKPILE AREAS.
7. WHEN WORKING IN PAVED SURFACES, PLACE EXCAVATED MATERIAL ON HIGH SIDE OF TRENCH.
8. INSTALL SILT FENCE AS NEEDED ON LOW SIDE OF EXCAVATED TRENCH WHEN WORKING IN NON-PAVED AREAS, OR AS SHOWN ON PLANS, OR AS DIRECTED BY WSSC ENVIRONMENTAL STAFF IN FIELD. SEE WSSC STANDARD DETAIL SC/1.0.
9. SLURRY GENERATED BY PAVEMENT SAWING SHALL BE CONTAINED BY CONTRACTOR. TO PREVENT SLURRY FROM ENTERING STORM DRAIN SYSTEM OR WATERWAY; USING APPROVED METHODS, DEVICES OR AS DIRECTED BY WSSC ENVIRONMENTAL STAFF. CONTRACTOR SHALL REMOVE AND DISPOSE OF CONTAINED SLURRY PROPERLY AT THE END OF EACH WORK DAY.
SEDIMENT CONTROL NOTES
GENERAL NOTES (CONTINUED)
GENERAL NOTES
S . PN IE CV K
E E
T L
S
N 9o 2. 350
DocuSign Envelope ID: 34EE8D82-973A-459E-9419-A13309FD890A
Mar 12, 2024 | 2:14 PM EDT
Mar 13, 2024 | 8:38 AM EDT
03/08/24 - PLOT DATE
q:
\2
0\
7_
4_ bu ck le r_ ro ad
_w at er _m
\C
AD
D \0
- G en er al \0
KE
Y M
AP
.d w g
SHEET 13
SHEET 14
SHEET 15
SHEET 17
SHEET 16
SHEET 12
SHEET 11
SHEET 10
SHEET 9
SHEET 4
SHEET 5
SHEET 7
SHEET 8
SHEET 7
SHEET 6
SHEET 20
SHEET 19
SHEET 23
SHEET 22
SHEET 21
SHEET 22
SCALE:
KEY MAP
1" = 200'
SCALE: 1"= 200'
100' 100'0' 200'
SHEET 18
N
AD
3/
N
G
VD
GREDINGER DRIVE
ARM
O
R DRIVE
ARMOR DRIVE
ARM
OR
TERENCE
DRIVE
HELLEN LEE
DRIVE
D
ER
R
IC
K
TURRET
LANE
FLORENCE
BR
AN
D
YW
IN
E R
O
AD
OAK
ORCHARD
O
AK
L
EA
F
PIN
O
AK STR
EET
CLINTON MANOR DRIVE
PAROS
LEGEND
EX. WATER PROP. WATER
EX. SANITARY
EX. GAS
EX. POWER
EX. FIBER OPTIC
EX. WATER TO BE ABANDONED
EX. CABLE
EX. TELE.
PAVEMENT CORE
SOIL BORING
TEST PIT
EX. WATER VALVE
PROP. WATER METER
PROP. FIRE HYDRANT
PROP. THRUST BLOCK
PROP. WATER VALVE
PROP. REDUCEREX. FIRE HYDRANT
EX. SANITARY MH
MILL AND OVERLAY
PROP. AIR RELEASE VALVE
ABBREVIATIONS
EX. CURB STOP
EX. WATER METER
NO
200'S OF212SE06, 213SE06 32
ENGINEER:THESE DOCUMENTS CONTAIN
PRIVILEGED AND CONFIDENTIAL
INFORMATION WHICH SHALL NOT
BE REDISTRIBUTED WITHOUT
PRIOR WSSC APPROVAL
PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9
BUCKLER ROAD WATER MAIN REPLACEMENT
CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND
VE
R
IF
Y
SC
AL
E
- B
AR
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IF
N
O T
O N
E
IN
C H
O N
T H
IS
S
H
EE
T, A
D
JU
ST
S
C
AL
ES
A
C C
O R
D
IN
G
LY
HHG: 390' & 385'
LHG: 344' & 338'
PRESSURE ZONE=385B
PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022
WASHINGTON SUBURBAN SANITARY COMMISSION
WSSC
DELIVERING THE ESSENTIAL
PA
TH
: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS
DATE REVISIONS
DATE
DATE PROJECT MANAGER
REVIEWER
WATER INFRASTRUCTURE SECTION
CONTRACT# BR7026A21
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS
WERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MARYLAND.
NAME: STEVEN PICKEL, P.E.
LICENSE NO.: 50329
EXP. DATE: 12/18/2024
NAME: JOHNSON, MIRMIRAN & THOMPSON
ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030
PHONE: (410) 329-3100
CONTACT : STEVEN PICKEL, PE
BUCKLER ROAD
BUCKLER ROAD
OAK
PI
N
COURT
OAK LEAF COURT
PLACE
COURT
PLAC
E DRIVE
COURT
COURT
BR
AN
D
YW
IN
E R
O
AD
TP-10
TP-12
TP-13
TP-14
TP-15
TP-09
TP-11
TP-03
TP-01
TP-02 TP-04
TP-05TP-06
TP-07
SB-01
SB-03
SB-02
SB-04
SB-05
SB-06
SB-07
SB-08
SB-09
SB-10
SB-11
SB-13
SB-14
SB-15
SB-12
PC-15
PC-13
PC-14
PC-12
PC-11
PC-10
PC-09
PC-08
PC-07
PC-01
PC-02
PC-04
PC-03
PC-05
PC-06TP-08
KEY MAP
PROP. BLOW OFF
PROP. CURB STOP
PROP. CAP
EX. STORM
EX. STORM MH
EX. FENCE
EX. INTERNAL PROPERTY LINE
EX. WSSC EASEMENT
PROP. TEE
PROP. CROSS
PROP. 1/8 H.B.
PROP. 1/16 H.B.
PROP. 1/32 H.B.
TREE PROTECTION FENCE
14" APPLE EX. TREE
ABDN ABANDONED
B.O. BLOW OFF
CIP CAST IRON PIPE
CL CLASS/CLEARANCE
DEF. DEFLECTION
DIP DUCTILE IRON PIPE
EX. EXISTING
F.H. FIRE HYDRANT
F.H.T. FIRE HYDRANT TEE
GHC GAS HOUSE CONNECTION
H.B. HORIZONTAL BEND
INV. INVERT
MIN. MINIMUM
OD OUTSIDE DIAMETER
PC PAVEMENT CORE/
POINT OF CURVATURE
PROP. PROPOSED
PT POINT OF TANGENCY
RED. REDUCER
S/SAN. SANITARY SEWER
SB SOIL BORING
SHC SEWER HOUSE CONNECTION
STA. STATION
TP TEST PIT
V VALVE
V.B. VERTICAL BEND
W WATER
WHC WATER HOUSE CONNECTION
EX. UNKNOWN UTILITY
EX. THRUST BLOCK
EX. REDUCER
EX. SHRUB
S . PN IE CV K
E E
T L
S
N 9o 2. 350
DocuSign Envelope ID: 34EE8D82-973A-459E-9419-A13309FD890A
TV
IP
IP IP IP IP
IP
MB
MB
MB
MB
MB MB
MBMB MB MB MB
MB
IP
20" MAPLE
15" APPLE
14" APPLE
3" CHERRY
16" MAPLE
12" APPLE
12" MAPLE
18" MAPLE
4" ELMS
8" GUM
1" CHERRY 20" MAPLE
2" CHERRY 3" CHERRY 3" CHERRY
2" OAK
2" CHERRY
2" CHERRY
4" ELMS
TVTV
TV
TEL
TEL
TEL
TEL
TEL
18" R C
P
MB
V048
181U
F027
183N 182N 186N
2" CHERRY 2" CHERRY
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
EX. 8" C.I. (1969-4000A)EX. 3" C.I. (1969-4000A)EX. 3" C.I. (1969-4000A)
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" CU
(WHC)
3/4" CU (W
HC)
3/4" C U
(W H
C
3/4" C U
(W H
C
EX. 6" S (69-4000A) EX. 6" S (69-4000A)
EX. 6" S (69-4000A)
3/4" C U
(W H
C
3/4" C U
(W H
C
0+00 1+00 2+00 3+00 4+00 5+00 6+00
FN01
E 1, 0, N 395,078
E 1, 0, N 394,903
E 1, 0, N 395,078
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
ST
A.
4+
IN
V.
2.3
ST
A.
4+
IN
V.
3.6
ST
A.
5+
IN
V.
4.5
ST
A.
5+
IN
V.
4.9
ST
A.
6+
IN
V.
4.8
ST
A.
3+
IN
V.
1.4
ST
A.
3+
IN
V.
1.4
ST
A.
2+
IN
V.
2.0
ST
A.
2+
IN
V.
3.0
ST
A.
1+
IN
V.
4.5
ST
A.
1+
IN
V.
6.4
ST
A.
0+
IN
V.
8.8
ST
A.
0+
IN
V.
1.7
STA. 0+00
4" CAP
INV. = 211.75
STA. 0+02
B.O.
INV. = 211.61
STA. 2+66
8"X4" RED.
INV. = 201.75 STA. 3+50
8" V
INV. = 201.50
STA. 2+80
8"X6" F.H.T.
INV. = 201.54
EX
. F
O
EX
. F
O
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 8
" S
EW
ER
(6
9-
A)
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 1
8" S
TO
R
M
SMH
183N
SMH
181U
SMH
182N
SMH
186N
EX
. 4
" S H
C
EX. 6" SAN. (69-4000A)
EX. 6" SAN. (69-4000A)
RESTRAIN ALL JOINTS AND FITTINGS
CROWN = 198.80
DERRICK PLACE
NEW 4" DIP, CL 54 W
4' MIN. COVER
EX. GRADE
NEW 8" DIP, CL 54 W
4' MIN. COVER
EX. GRADE
INV. = 201.39
03/08/24 - PLOT DATE
q:
\2
0\
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4_ bu ck le r_ ro ad
_w at er _m
\C
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D \0
- C iv il\
A
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D R
1.
dw g
NO
200'S OF212SE06, 213SE06 32
ENGINEER:THESE DOCUMENTS CONTAIN
PRIVILEGED AND CONFIDENTIAL
INFORMATION WHICH SHALL NOT
BE REDISTRIBUTED WITHOUT
PRIOR WSSC APPROVAL
PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9
BUCKLER ROAD WATER MAIN REPLACEMENT
CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND
VE
R
IF
Y
SC
AL
E
- B
AR
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IF
N
O T
O N
E
IN
C H
O N
T H
IS
S
H
EE
T, A
D
JU
ST
S
C
AL
ES
A
C C
O R
D
IN
G
LY
HHG: 390' & 385'
LHG: 344' & 338'
PRESSURE ZONE=385B
PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022
WASHINGTON SUBURBAN SANITARY COMMISSION
WSSC
DELIVERING THE ESSENTIAL
PA
TH
: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS
DATE REVISIONS
DATE
DATE PROJECT MANAGER
REVIEWER
WATER INFRASTRUCTURE SECTION
CONTRACT# BR7026A21
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS
WERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MARYLAND.
NAME: STEVEN PICKEL, P.E.
LICENSE NO.: 50329
EXP. DATE: 12/18/2024
NAME: JOHNSON, MIRMIRAN & THOMPSON
ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030
PHONE: (410) 329-3100
CONTACT : STEVEN PICKEL, PE
N
AD
3/
N
G
VD
ARMOR DRIVE
D
ER
R
IC
K PLAC
E
M
AT
C H
L
IN
E S
TA
+0
- S
EE
S H
EE
T
0+02
INSTALL NEW B.O.
CONNECTION PER
STD. DET. W/3.07
0+00
INSTALL 4" CAP
2+80
INSTALL NEW 8"X6" F.H.T.
6" V, AND 6" F.H. LEAD
0+10
INSTALL NEW 5.0' F.H.
ELBOW ELEV. = 201.6
PER STD. DET. W/8.0
2+66
INSTALL NEW 8"X4" RED.
REPLACE EX. 3" W
WITH NEW 4" W
REPLACE EX. 8" W
WITH NEW 8" W
6006 10005 10004 6102 6104
6005 6007 6009 6011 6101 6103
3+50
INSTALL NEW 8" V
REMOVE EX. 3" V REMOVE AND SALVAGE
EX. HYDRANT AND 6" V
REMOVE EX. 3" W AND
REPLACE WITH 8" W
SCALE: 1"=30'
PLAN - ARMOR DRIVE (REPLACE EX. 3"/8" W WITH NEW 4"/8" W)
M
AT
C H
L
IN
E S
TA
+0
- S
EE
S H
EE
T
SCALE: 1"=30' H
PROFILE - ARMOR DRIVE, 4"/8" W
1"=10' V
NOTES
1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES
NOTED WITH ASTERISK ( ).
2. PROTECT TREES PER WSSC STANDARD DETAILS SC/18.0
AND SC/19.0 AS APPROPRIATE. REFER TO TREE LEGEND.
3. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF
PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING
SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.
ARMOR DR - 1
FIRE HYDRANT TABLE
STREET STATION HYDRANT
NUMBER
LEAD
LENGTH (FT)
BARREL
HEIGHT (FT)
ELBOW
ELEVATION (FT) REMARKS
ARMOR DRIVE 2+80 FN01 10.2 5.0 201.6 NEW
SCALE: 1"= 10'
5' 5'0' 10'
SCALE: 1"= 30'
15' 15'0' 30'
HORIZONTAL
VERTICAL
FIRE HYDRANT ELEVATIONS AND LENGTHS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE
INFORMATION DURING CONSTRUCTION AND ADJUST AS REQUIRED TO MEET THE INSTALLATION
REQUIREMENTS AND REQUIREMENTS OF THE APPLICABLE WSSC STANDARD DETAILS.
S . PN IE CV K
E E
T L
S
N 9o 2. 350
DocuSign Envelope ID: 34EE8D82-973A-459E-9419-A13309FD890A
2" W.S. ABDN GAS
2" PLA. GAS
.75" PLA. (G
H
C
.75" PLA. (G
H
C
.75" PLA. (G
H
C
.75" PLA. (GHC)
2" W
.S. ABD
N G
AS
.75" PLA. (GHC)
EX. 8" C.I. (1969-3887A)
EX. 6" C.I. (1969-4000A & 1969-3887A)
EX. 8" C.I. (1969-4000A)
3/4" C U
(W H
C
EX. 8" C
.I. (1969-3887A)
3/4" CU
(WHC)
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
EX. 8" S (69-3887A)
EX. 8" S (71-5025B)
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
EX. 6" S (69-4000A)
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
EX. 8" S (71-5025B)
EX. 8" S (69-3887A)
EX. 8" S (69-3887A)
EX. 6" S (69-3887A)
TV
TV
IP
IP
MB
MB
MB
MB
MB
MB
MB
MB
MB
MB MB
MB
MB MB
TEL
TEL
3" CHERRY
16" MAPLE
2" CHERRY 15" MAPLE
3" CHERRY
3" CHERRY28" MAPLE
28" MAPLE
36" MAPLE
2" CHERRY
2" CHERRY
2" CHERRY
3" CHERRY
10" APPLE
18" SYCAMORE
6" APPLE 3" ELM
3" ELM 3" ELM
2" ELM
2" M
APLE
2" ELM
3" ELM
10" APPLE
3" ELM
15" RCP
27" R C
P
27" R C
P
MB
24" RCP
186N
185U
V053
F029
197U184U
V054
3" ELM
TP
TP
TP
TP
TP
TP TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
E 1, 0, 2 N 395,250
E 1, 0, N 395,075
N 395,250
E 1, 1, 0+
1+
6+00
7+00
8+00
9+00 10+00 11+00 12+00
FN02
FN03
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50
ST
A.
6+
IN
V.
4.8
ST
A.
6+
IN
V.
3.4
ST
A.
7+
IN
V.
1.3
ST
A.
7+
IN
V.
9.2
ST
A.
8+
IN
V.
7.1
ST
A.
8+
IN
V.
5.0
ST
A.
9+
IN
V.
3.7
ST
A.
9+
IN
V.
3.8
ST
A.
+0
IN
V.
4.8
ST
A.
+5
IN
V.
6.3
ST
A.
+0
IN
V.
7.7
ST
A.
+5
IN
V.
9.1
ST
A.
+0
IN
V.
0.4
ST
A.
+5
IN
V.
1.8
STA. 9+18
8"-1/8 U.V.B.
INV. = 193.73
STA. 7+56
8"X6" F.H.T.
INV. = 198.98
STA. 11+39
8" V
INV. = 198.83 STA. 11+73, 8" W
= 0+00, 8" W
8"X8" TEE
INV. = 199.72, 8" W
STA. 11+94
8"X6" F.H.T.
INV. = 200.30
STA. 9+22
8"-1/8 L.V.B.
INV. = 189.09
STA. 9+27
8"-1/8 L.V.B.
INV. = 189.09
STA. 9+32
8"-1/8 U.V.B.
INV. = 193.68
EX
. F
O
EX
. E
LE
C
TR
IC
EX
. C
TV
EX
. C
TV
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 8
" S
EW
ER
(6
9-
A)
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
SMH
185U
SMH
184U
SMH
197U
EX
. T
EL
E
EX
. E
LE
C
TR
IC
EX
. 2
7" S
TO
R
M
EX
. 2
" G
AS
EX. 6" SAN. (69-4000A)
EX. 8" SAN. (69-3887A)
EX. 8" SAN. (71-5025B)
EX. 8" SAN. (69-3887A)
RESTRAIN ALL JOINTS AND FITTINGS
PAROS DRIVE
INV. = 191.12
NEW 8" DIP, CL 54 W
4' MIN. COVER
EX. GRADE
INV. = 189.09
1' MIN. CL OD TO OD
03/08/24 - PLOT DATE
q:
\2
0\
7_
4_ bu ck le r_ ro ad
_w at er _m
\C
AD
D \0
- C iv il\
A
R M
O R
D R
2.
dw g
NO
200'S OF212SE06, 213SE06 32
ENGINEER:THESE DOCUMENTS CONTAIN
PRIVILEGED AND CONFIDENTIAL
INFORMATION WHICH SHALL NOT
BE REDISTRIBUTED WITHOUT
PRIOR WSSC APPROVAL
PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9
BUCKLER ROAD WATER MAIN REPLACEMENT
CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND
VE
R
IF
Y
SC
AL
E
- B
AR
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IF
N
O T
O N
E
IN
C H
O N
T H
IS
S
H
EE
T, A
D
JU
ST
S
C
AL
ES
A
C C
O R
D
IN
G
LY
HHG: 390' & 385'
LHG: 344' & 338'
PRESSURE ZONE=385B
PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022
WASHINGTON SUBURBAN SANITARY COMMISSION
WSSC
DELIVERING THE ESSENTIAL
PA
TH
: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS
DATE REVISIONS
DATE
DATE PROJECT MANAGER
REVIEWER
WATER INFRASTRUCTURE SECTION
CONTRACT# BR7026A21
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS
WERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MARYLAND.
NAME: STEVEN PICKEL, P.E.
LICENSE NO.: 50329
EXP. DATE: 12/18/2024
NAME: JOHNSON, MIRMIRAN & THOMPSON
ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030
PHONE: (410) 329-3100
CONTACT : STEVEN PICKEL, PE
NA
D
/1
NG
VD
ARMOR DRIVE
PAR
O
S D R
IVE
M
AT
C H
L
IN
E S
TA
+0
- S
EE
S H
EE
T
M
AT
C H
L
IN
E S
TA
2+
SE
E
SH
EE
T
MATCH LINE STA 1+00 - SEE SHEET 7
10000
620061186116
PC
C-1
PT
0+32
INSTALL 8" V
REPLACE EX. 6" W
WITH NEW 8" W
REPLACE EX. 8" W
WITH NEW 8" W
REMOVE EX. 8" W
AND REPLACE WITH 8" W
11+39
INSTALL 8" V
11+73=0+00
INSTALL NEW
8"X8" TEE
7+25
1.9° HORIZONTAL DEF.
10+29
2° HORIZONTAL DEF. REMOVE EX. 8" V
REMOVE EX. 8" V
7+56
INSTALL NEW 8"X6" F.H.T.
6" V, AND 6" F.H. LEAD
0+10
INSTALL NEW 5.0' F.H.
ELBOW ELEV. = 199.1
PER STD. DET. W/8.0
0+09
INSTALL NEW 6.0' F.H.
ELBOW ELEV. = 200.4
PER STD. DET. W/8.0
11+94
INSTALL NEW 8"X6" F.H.T.
6" V, AND 6" F.H. LEAD
REMOVE AND SALVAGE
EX. HYDRANT AND 6" V
SCALE: 1"=30'
PLAN - ARMOR DRIVE AND PAROS DRIVE (REPLACE EX. 8" W WITH NEW 8" W)
SCALE: 1"=30' H
PROFILE - ARMOR DRIVE, 8" W
1"=10' V
M
AT
C H
L
IN
E S
TA
+0
- S
EE
S H
EE
T
M
AT
C H
L
IN
E S
TA
2+
SE
E
SH
EE
T
CURVE DATA
CURVE # PC PT RADIUS LENGTH
1 8+02 10+19 941 216
NOTES
1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES
NOTED WITH ASTERISK ( ).
2. SEE SHEET 07 FOR PROFILE OF PAROS DRIVE WATER
MAIN SHOWN IN PLAN ON THIS SHEET.
3. PROTECT TREES PER WSSC STANDARD DETAILS SC/18.0
AND SC/19.0 AS APPROPRIATE. REFER TO TREE LEGEND.
4. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF
PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING
SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.
9+18
INSTALL NEW
8"-1/8 L.V.B.
9+22
INSTALL NEW
8"-1/8 U.V.B.
9+27
INSTALL NEW
8"-1/8 U.V.B.
9+32
INSTALL NEW
8"-1/8 L.V.B.
ARMOR DR - 2
FIRE HYDRANT TABLE
STREET STATION HYDRANT
NUMBER
LEAD
LENGTH (FT)
BARREL
HEIGHT (FT)
ELBOW
ELEVATION (FT) REMARKS
ARMOR DRIVE 7+56 FN02 10.2 5.0 199.1 NEW
ARMOR DRIVE 11+94 FN03 9.4 6.0 200.4 NEW
SCALE: 1"= 10'
5' 5'0' 10'
SCALE: 1"= 30'
15' 15'0' 30'
HORIZONTAL
VERTICAL
FIRE HYDRANT ELEVATIONS AND LENGTHS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE
INFORMATION DURING CONSTRUCTION AND ADJUST AS REQUIRED TO MEET THE INSTALLATION
REQUIREMENTS AND REQUIREMENTS OF THE APPLICABLE WSSC STANDARD DETAILS.
REPLACE EX. 8" W
WITH NEW 8" W
S . PN IE CV K
E E
T L
S
N 9o 2. 350
DocuSign Envelope ID: 34EE8D82-973A-459E-9419-A13309FD890A
E 1, 1, 7 N 395,564
E 1, 1, N 395,364
E 1, 1, N 395,564
TV
TV
TV
IP
IP
IP
IP
MB MB
MB
MB
MB
MB
MB
MB
MB
MB
M B
TEL
10" MAPLE
26" MAPLE
3" ELM
20" MAPLE
3" ELM20" MAPLE
12" MAPLE
3" ELM
10" M
APLE
3" E
LM
3" ELM
3" E
LM
3"
CHERRIES
8"
MAPLE
" L
OCUST
2" CHERRY
14" M
APLE
3" E
LM
24" RCP
24" RCP
15" RCP
24" R C
P
" R
CP
MBMB
24" R C
P
15" RCP
" R
CP
24" R C
P
V055
199U
201N
207N
6M
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
13+00 14+00 15+00 16+00
17+00
18+00
+0
0+
1+
FN04
.75" PLA. (GHC)
2" PLA. G
AS
2" W
.S. ABDN GAS
.75" PLA. (GHC)
EX. 8" C.I. (1969-3887A)
EX. 8" C
.I. (
1969-3887A)
3/4" CU(WHC)
3/4" CU (WHC)
EX
. 6
" S (6
9-
A)
2" PLA. GAS
2" W.S. ABDN GAS
.75" PLA. (GHC)
.75" PLA. (G
HC)
.75" PLA. (G
HC)
.75" PLA. (G
H
C
.75" PLA. (G
HC)
.75" PLA. (G
HC)
3/4" CU (W
HC)
3/4" CU (W
HC)
3/4" CU (W
HC)
3/4" CU (W
HC)
2" W.S. ABDN GAS
2" PLA. GAS
2" PLA. GAS
.75" PLA. (GHC)
.75" PLA. (G
H
C
.75" PLA. (G
H
C
.75" PLA. (G
H
C
.75" PLA. (G
H
C
.75" PLA. (G
H
C ) 3/4" C
U (W
H C
3/4" CU (W
HC)
EX. 8" C.I. (1969-3887A)
3/4" CU (WHC)
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
EX. 8" S (69-3887A)
3/4" C U
(W H
C
3/4" C U
(W H
C
EX. 6" S (69-3887A)
EX. 6" S
(6
9-3887A)
EX. 3" C
.I. (1969-3887A)
EX. 6" S. (69-3887A)
EX. 6" S (69-3887A)
2" W
.S. ABD
N
G
AS
1' MIN. CL OD TO OD
12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
ST
A.
+5
IN
V.
1.8
ST
A.
+0
IN
V.
2.5
ST
A.
+5
IN
V.
2.8
ST
A.
+0
IN
V.
3.3
ST
A.
+5
IN
V.
4.2
ST
A.
+0
IN
V.
5.5
ST
A.
+5
IN
V.
7.3
ST
A.
+0
IN
V.
9.5
ST
A.
+5
IN
V.
1.7
ST
A.
+0
IN
V.
3.8
ST
A.
+5
IN
V.
4.8
ST
A.
+0
IN
V.
4.7
ST
A.
+5
IN
V.
4.2
ST
A.
+0
IN
V.
2.1
STA. 14+67
8" V.
INV. = 204.68
STA. 15+06, 8" W
= 0+00, 4" W
8"X4" TEE
INV. = 205.77, 8" W
STA. 15+28
8"X6" F.H.T.
INV. = 206.49, 8" W
STA. 15+94
8"-1/32 H.B.
INV. = 209.19
STA. 13+33
8"-1/8 L.V.B.
INV. = 198.09 STA. 13+38
8"-1/8 L.V.B.
INV. = 198.09
STA. 13+43
8"-1/8 U.V.B.
INV. = 202.81
EX
. F
O
EX
. E
LE
C
TR
IC
EX
. T
EL
E
EX
. C
TV
EX
. C
TV
EX
. C
TV
EX
. C
TV
EX
. E
LE
C
TR
IC
EX
. 0
.7 5"
G H
C
EX
. 0
.7 5"
G H
C
EX
. 2
" G
AS
EX
. 0
.7 5"
G H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
CSMH
199U
SMH
201N
SMH
207N SMH
206M
EX
. 0
.7 5"
G H
C
EX
. T
EL
E
EX
. 0
.7 5"
G H
C
EX
. 0
.7 5"
G H
C
EX
. 0
.7 5"
G H
C
EX
. 2
4" S
TO
R
M
EX. 6" SAN. (69-3887A)
EX. 8" SAN. (69-3887A)
EX. 6" SAN. (69-3887A)
STA. 13+29
8"-1/8 U.V.B.
INV. = 202.77
RESTRAIN ALL JOINTS AND FITTINGS
ARMOR COURT
INV. = 200.09
NEW 8" DIP, CL 54 W
4' MIN. COVER
EX. GRADE
INV. = 198.09
03/08/24 - PLOT DATE
q:
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_w at er _m
\C
AD
D \0
- C iv il\
A
R M
O R
D R
3.
dw g
NO
200'S OF212SE06, 213SE06 32
ENGINEER:THESE DOCUMENTS CONTAIN
PRIVILEGED AND CONFIDENTIAL
INFORMATION WHICH SHALL NOT
BE REDISTRIBUTED WITHOUT
PRIOR WSSC APPROVAL
PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9
BUCKLER ROAD WATER MAIN REPLACEMENT
CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND
VE
R
IF
Y
SC
AL
E
- B
AR
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IF
N
O T
O N
E
IN
C H
O N
T H
IS
S
H
EE
T, A
D
JU
ST
S
C
AL
ES
A
C C
O R
D
IN
G
LY
HHG: 390' & 385'
LHG: 344' & 338'
PRESSURE ZONE=385B
PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022
WASHINGTON SUBURBAN SANITARY COMMISSION
WSSC
DELIVERING THE ESSENTIAL
PA
TH
: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS
DATE REVISIONS
DATE
DATE PROJECT MANAGER
REVIEWER
WATER INFRASTRUCTURE SECTION
CONTRACT# BR7026A21
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS
WERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MARYLAND.
NAME: STEVEN PICKEL, P.E.
LICENSE NO.: 50329
EXP. DATE: 12/18/2024
NAME: JOHNSON, MIRMIRAN & THOMPSON
ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030
PHONE: (410) 329-3100
CONTACT : STEVEN PICKEL, PE
NA
D
/1
NG
VD
ARMOR D
RIVE
ARMOR DRIVE
AR
M
O R
C O
U R
T
MATCH LINE STA 1+00 - SEE SHEET 7
M
AT
C H
L
IN
E S
TA
2+
SE
E
SH
EE
T
MATCH LINE STA 19+00 - SEE SHEET 10
62056203
62066204 6202 6300
10000
0+26
INSTALL 4" V
14+67
INSTALL 8" V
14+65
2° HORIZONTAL DEF.
15+06=0+00
INSTALL NEW
8"X4" TEE
REPLACE EX. 3" W
WITH NEW 4" W
PC
C-2
PCC
REPLACE EX. 8" W
WITH NEW 8" W
REMOVE EX. 3" V
0+31
INSTALL NEW 6.0' F.H.
ELBOW ELEV. = 206.6
PER STD. DET. W/8.0
15+28
INSTALL NEW 8"X6" F.H.T.
6" V, AND 6" F.H. LEAD
15+94
INSTALL NEW
8"-1/32 H.B.
SCALE: 1"=30'
PLAN - ARMOR DRIVE (REPLACE EX. 8" W WITH NEW 8" W/ABANDON EX. 8" W AND INSTALL NEW 8" W) AND ARMOR COURT (ABANDON EX. 3" W AND INSTALL NEW 4" W)
SCALE: 1"=30' H
PROFILE - ARMOR DRIVE, 8" W
1"=10' V
C-3
CURVE DATA
CURVE # PC PT RADIUS LENGTH
2 15+99 17+68 595 170
3 17+68 19+56 290 187
M
AT
C H
L
IN
E S
TA
2+
SE
E
SH
EE
T
NOTES
1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES
NOTED WITH ASTERISK ( ).
2. SEE SHEET 24 FOR FIRE HYDRANT PROFILES.
3. SEE SHEET 07 FOR PROFILE OF ARMOR COURT WATER
MAIN SHOWN IN PLAN ON THIS SHEET.
4. SEE SHEET 10 FOR PLAN OF ARMOR DRIVE WATER MAIN
SHOWN IN PROFILE ON THIS SHEET.
5. PROTECT TREES PER WSSC STANDARD DETAILS SC/18.0
AND SC/19.0 AS APPROPRIATE. REFER TO TREE LEGEND.
6. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF
PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING
SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.
13+43
INSTALL NEW
8"-1/8 L.V.B.
13+38
INSTALL NEW
8"-1/8 U.V.B.
13+33
INSTALL NEW
8"-1/8 U.V.B.
13+29
INSTALL NEW
8"-1/8 L.V.B.
ARMOR DR - 3
M
ATC
H
LIN
E STA 19+00 - SEE SH
EET 10
INSTALL NEW 8" W
ABANDON EX. 8" W
ABANDON EX. 8" W
FIRE HYDRANT TABLE
STREET STATION HYDRANT
NUMBER
LEAD
LENGTH (FT)
BARREL
HEIGHT (FT)
ELBOW
ELEVATION (FT) REMARKS
ARMOR
DRIVE 15+28 FN04 31.3 6.0 206.6 NEW
SCALE: 1"= 10'
5' 5'0' 10'
SCALE: 1"= 30'
15' 15'0' 30'
HORIZONTAL
VERTICAL
FIRE HYDRANT ELEVATIONS AND LENGTHS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE
INFORMATION DURING CONSTRUCTION AND ADJUST AS REQUIRED TO MEET THE INSTALLATION
REQUIREMENTS AND REQUIREMENTS OF THE APPLICABLE WSSC STANDARD DETAILS.
S . PN IE CV K
E E
T L
S
N 9o 2. 350
DocuSign Envelope ID: 34EE8D82-973A-459E-9419-A13309FD890A
2" PLA. GAS
.7 5"
P
LA
G
H C
(P O
SS
IB
LE
A
BD
N
G H
C ) .7 5"
P
LA
G
H C
(P O
SS
IB
LE
AB
D N
G H
C
.7 5"
P
LA
G
H C
3/ 4"
C U
(W H
C
3/ 4"
C U
(W H
C
EX. 8" C.I. (1971-5025B)
EX
. 8
" C .I.
(1
1-
B)
1" CU (WHC)
1" CU (WHC)
1" CU (WHC) EX
. 8
" S
-2
0G
EX. 8" C.I. (1969-3887A)
EX
. 8
" S
-2
0G
EX. 6" S (69-3887A)
2" W.S. ABDN GAS
EX. 8" C.I. (1971-5025B)
IP
IP
IP
M B
M B
MB TEL
TEL
" M
AP
LE
2" MAPLE 10"APPLE
16" MAPLE
9"
18" MAPLE
2" APPLE
" M
AP
LE
MB
202M
198N
2" MAPLE
TP
TP
TP TP
TP
TP TP
TP
TP
1+00 2+00 3+00 3+29
FN05
E 1,341,108
N
5, N
5, E 1,341,308
E 1,341,308
N
4, 2" W.S. ABDN GAS
2" PLA. GAS
(D
AT
R)
G
AS
2" P
LA.
EX. 3" C.I. (1969-3887A)
3/4 " C
U (W
HC)
.7 5"
P
LA
G
H C
3/ 4"
C U
(W
HC
3/ 4"
C U
(W
HC
3/ 4"
C U
(W H
C
.75" P
LA. (G
HC)
.75 " P
LA
. (G
HC)
.7 5"
P
LA
G
H C
EX. 6" S. (69-3887A)
2" W.S. ABDN GAS
IP
MB
MB
MB
TEL
TEL
3"
CHERRY
6" A
PP
LE
2" MYRTLE
2" M
YR
TL
ES
" M
AP
LE
24" RCP
MB
MB
200N
24" RCP
1+00 2+00 2+15
E 1,341,470 N
5, E 1,341,612
N
5, E 1,341,612
N
5, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+29
EX
. F
O
EX
. E
LE
C
TR
IC
EX
. T
EL
E
EX
. C
TV
EX
. 2
" G
AS
EX
. 8
" S
EW
ER
(6
9-
A)
EX
. 4
" S H
C EX
. 4
" S H
C
SMH
197U
SMH
198N
EX
. 0
.7 5"
G H
C
EX
. 0
.7 5"
G H
C
EX
. 0
.7 5"
G H
C EX
. G
H C
SEE SHEET 05 FOR PLAN VIEW
EX. 6" SAN. (69-3887A)
ST
A.
0+
IN
V.
9.7
ST
A.
0+
IN
V.
1.3
ST
A.
1+
IN
V.
4.1
ST
A.
1+
IN
V.
8.2
ST
A.
2+
IN
V.
3.7
ST
A.
2+
IN
V.
9.4
ST
A.
3+
IN
V.
2.8
STA. 0+00, 8" W
= 11+73, 8" W
8"X8" TEE
INV. = 199.72, 8" W
STA. 0+32
8" V
INV. = 200.58
STA. 3+10
8"X6" F.H.T.
INV. = 223.24, 8"W
STA. 3+29
CONNECT TO
EX. 8" CI W
INV. = 223.84
NEW 8" DIP, CL 54 W
4' MIN. COVER
EX. GRADE
STA. 3+23
THRUST BLOCK
INV. = 223.67
RESTRAIN ALL JOINTS AND FITTINGS
EX. 8" D.I. (1971-5025B)
STA. 3+19
8" V
INV. = 223.55
0+00 0+50 1+00 1+50 2+00 2+15
EX
. F
O
EX
. E
LE
C
TR
IC
EX
. C
TV
EX
. C
TV
EX
. 6
" S
EW
ER
EX
. 4
" S H
C EX
. 4
" S H
C
SMH
199U
SMH
200N
EX
. 2
" G
AS
EX
. 1
5" S
TO
R
M
EX
. 2
" G
AS
SEE SHEET 06 FOR PLAN VIEW
EX. 6" SAN. (69-3887A)
ST
A.
0+
IN
V.
5.9
ST
A.
0+
IN
V.
6.7
ST
A.
1+
IN
V.
8.3
ST
A.
1+
IN
V.
0.8
ST
A.
2+
IN
V.
3.3
STA. 0+00, 4" W
= 15+06, 8" W
8"X4" TEE
INV. = 205.93, 4" W
STA. 0+26
4" V
INV. = 206.21
STA. 2+13
B.O.
INV. = 213.98
STA. 2+15
4" CAP
INV. = 214.08
NEW 4" DIP, CL 54 W
4' MIN. COVER
EX. GRADE
RESTRAIN ALL JOINTS AND FITTINGS
INV. = 208.75
EX
. U
N
KN
O W
N
INV. = 207.08
1' MIN. CL OD TO OD
03/08/24 - PLOT DATE
q:
\2
0\
7_
4_ bu ck le r_ ro ad
_w at er _m
\C
AD
D \0
- C iv il\
P
AR
O
S D
R A
N D
A R
M O
R C
T.
dw g
NO
200'S OF212SE06, 213SE06 32
ENGINEER:THESE DOCUMENTS CONTAIN
PRIVILEGED AND CONFIDENTIAL
INFORMATION WHICH SHALL NOT
BE REDISTRIBUTED WITHOUT
PRIOR WSSC APPROVAL
PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9
BUCKLER ROAD WATER MAIN REPLACEMENT
CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND
VE
R
IF
Y
SC
AL
E
- B
AR
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IF
N
O T
O N
E
IN
C H
O N
T H
IS
S
H
EE
T, A
D
JU
ST
S
C
AL
ES
A
C C
O R
D
IN
G
LY
HHG: 390' & 385'
LHG: 344' & 338'
PRESSURE ZONE=385B
PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022
WASHINGTON SUBURBAN SANITARY COMMISSION
WSSC
DELIVERING THE ESSENTIAL
PA
TH
: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS
DATE REVISIONS
DATE
DATE PROJECT MANAGER
REVIEWER
WATER INFRASTRUCTURE SECTION
CONTRACT# BR7026A21
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS
WERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MARYLAND.
NAME: STEVEN PICKEL, P.E.
LICENSE NO.: 50329
EXP. DATE: 12/18/2024
NAME: JOHNSON, MIRMIRAN & THOMPSON
ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030
PHONE: (410) 329-3100
CONTACT : STEVEN PICKEL, PE
NAD 83/11
NGVD 29
NAD 83/11
NGVD 29
PAROS DRIVE
TE
R
EN
C
E D
R
IV
E
ARMOR COURT
M
AT
C H
L
IN
E S
TA
+0
- S
EE
S H
EE
T
M
AT
C H
L
IN
E S
TA
+0
- S
EE
S H
EE
T
3+29
CONNECT TO EX. 8" CI W
3+19
INSTALL 8" V
PT
PC
REPLACE EX. 8" W
WITH NEW 8" W
REPLACE EX. 3" W
WITH NEW 4" W
10003
10000 10002
10000
10002
10004
1000510003
3+10
INSTALL NEW 8"X6" F.H.T.,
6" V, AND 6" F.H. LEAD
0+11
INSTALL NEW 5.0' F.H.
ELBOW ELEV. = 224.2
PER STD. DET. W/8.0
SCALE: 1"=30'
PLAN - PAROS DRIVE (REPLACE EX. 8" W WITH NEW 8" W)
SCALE: 1"=30'
PLAN - ARMOR COURT (REPLACE EX. 3" W WITH NEW 4"W)
N
EX
T
VA
LV
E
V0
0'
N
EX
T
FH
F0
0'
N
EX
T
VA
LV
E
V0
5'
V0
5'
N
EX
T
FH
F0
5'
SCALE: 1"=30' H
PROFILE - PAROS DRIVE, 8" W
1"=10' V
SCALE: 1"=30' H
PROFILE - ARMOR COURT, 4" W
1"=10' V
CURVE DATA
CURVE # PC PT RADIUS LENGTH
5 2+91 3+29 319 38
NOTES
1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES
NOTED WITH ASTERISK ( ).
2. SEE SHEET 05 FOR PLAN OF PAROS DRIVE WATER MAIN
SHOWN IN PROFILE ON THIS SHEET.
3. SEE SHEET 06 FOR PLAN OF ARMOR COURT WATER MAIN
SHOWN IN PROFILE ON THIS SHEET.
4. PROTECT TREES PER WSSC STANDARD DETAILS SC/18.0
AND SC/19.0 AS APPROPRIATE. REFER TO TREE LEGEND.
5. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF
PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING
SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.
PAROS DR AND ARMOR CT
FIRE HYDRANT TABLE
STREET STATION HYDRANT
NUMBER
LEAD
LENGTH (FT)
BARREL
HEIGHT (FT)
ELBOW
ELEVATION (FT) REMARKS
PAROS
DRIVE 3+10 FN05 10.9 4.5 223.3 NEW
SCALE: 1"= 10'
5' 5'0' 10'
SCALE: 1"= 30'
15' 15'0' 30'
HORIZONTAL
VERTICAL
C-5
3+23
CONSTRUCT THRUST
BLOCK ON NEW 8" W
PER ST. DET. B/3.1
FIRE HYDRANT ELEVATIONS AND LENGTHS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE
INFORMATION DURING CONSTRUCTION AND ADJUST AS REQUIRED TO MEET THE INSTALLATION
REQUIREMENTS AND REQUIREMENTS OF THE APPLICABLE WSSC STANDARD DETAILS.
2+13
INSTALL NEW B.O.
CONNECTION PER
STD. DET. W/3.08
2+15
INSTALL 4" CAP
S . PN IE CV K
E E
T L
S
N 9o 2. 350
DocuSign Envelope ID: 34EE8D82-973A-459E-9419-A13309FD890A
TV
IP
MB
MB
MB
MB
MB MB
TEL
22" MAPLE
TV
MB
MB
210U
211N
212M
F086
V037
TP
TP TP
E 1, 1, N 395,683
E 1, 1, N 395,533
E 1, 2, N 395,683
3/4" C U
(W H
C
EX. 3" C.I. (1977-2960A)
EX. 4" D.I. (2008-6885A)
EX
. 1
6" D
.I.
(2
8-
A)
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" CU (WHC)
3/4" C U (W
HC)
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
" W
.S . G
AS
" W
.S . G
AS
EX. 6" S. (77-2960A)
EX
. 8
" S
-2
0G
EX
. 8
" S
-2
0G
EX
. 8 " S
-2
0G
2+28 0+00
1+00 2+00
0+00 0+50 1+00 1+50 2+00 2+28
EX
. T
EL
E
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
SMH
211N
EX
. E
LE
C
TR
IC
EX
. T
EL
E
EX
. F
O
EX. 6" SAN. (77-2960A)
ST
A.
0+
IN
V.
5.6
ST
A.
0+
IN
V.
6.2
ST
A.
1+
IN
V.
6.8
ST
A.
1+
IN
V.
7.4
ST
A.
2+
IN
V.
8.0
STA. 0+00
4" CAP
INV. = 225.67
STA. 0+02
B.O.
INV. = 225.70
STA. 2+29
CONNECT TO
EX. 4"-1/32 H.B.
INV. = 228.20
NEW 4" DIP, CL 54 W
4' MIN. COVER
EX. GRADE
RESTRAIN ALL JOINTS AND FITTINGS
EX. 4" D.I. (2008-6885A)
N
AD
3/
N
G
VD
03/08/24 - PLOT DATE
q:
\2
0\
7_
4_ bu ck le r_ ro ad
_w at er _m
\C
AD
D \0
- C iv il\
F
LO
R
EN
C
E C
T.
dw g
NO
200'S OF212SE06, 213SE06 32
ENGINEER:THESE DOCUMENTS CONTAIN
PRIVILEGED AND CONFIDENTIAL
INFORMATION WHICH SHALL NOT
BE REDISTRIBUTED WITHOUT
PRIOR WSSC APPROVAL
PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9
BUCKLER ROAD WATER MAIN REPLACEMENT
CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND
VE
R
IF
Y
SC
AL
E
- B
AR
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IF
N
O T
O N
E
IN
C H
O N
T H
IS
S
H
EE
T, A
D
JU
ST
S
C
AL
ES
A
C C
O R
D
IN
G
LY
HHG: 390' & 385'
LHG: 344' & 338'
PRESSURE ZONE=385B
PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022
WASHINGTON SUBURBAN SANITARY COMMISSION
WSSC
DELIVERING THE ESSENTIAL
PA
TH
: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS
DATE REVISIONS
DATE
DATE PROJECT MANAGER
REVIEWER
WATER INFRASTRUCTURE SECTION
CONTRACT# BR7026A21
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS
WERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MARYLAND.
NAME: STEVEN PICKEL, P.E.
LICENSE NO.: 50329
EXP. DATE: 12/18/2024
NAME: JOHNSON, MIRMIRAN & THOMPSON
ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030
PHONE: (410) 329-3100
CONTACT : STEVEN PICKEL, PE
FLORENCE COURT BR
AN
D
YW
IN
E
R O
AD
0+02
INSTALL NEW B.O.
CONNECTION PER
STD. DET. W/3.07
0+00
INSTALL 4" CAP
2+22
3° HORIZONTAL DEF.
2+29
CONNECT TO
EX. 4"-1/32 H.B.
WITH NEW 4" W
REPLACE EX. 3" W
WITH NEW 4" W
63066304
REMOVE EX.
4"X3" REDUCER
SCALE: 1"=30'
PLAN - FLORENCE COURT (REPLACE EX. 3" W WITH NEW 4" W)
N
EX
T
VA
LV
E
V0
5'
V0
0'
N
EX
T
FH
F0
0'
N
EX
T
VA
LV
E
V0
0'
V0
1, 5'
REMOVE EX.
THRUST BLOCK
AS NEEDED
SCALE: 1"=30' H
PROFILE - FLORENCE COURT, 4" W
1"=10' V
NOTES
1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES
NOTED WITH ASTERISK ( ).*
FLORENCE CT
SCALE: 1"= 10'
5' 5'0' 10'
SCALE: 1"= 30'
15' 15'0' 30'
HORIZONTAL
VERTICAL
REPLACE ALL AFFECTED
PAVEMENT MARKINGS TO
SAME STANDARD AFTER
CONSTRUCTION. REFER TO
SHEET 31 FOR EXISTING
PAVEMENT MARKINGS.
S . PN IE CV K
E E
T L
S
N 9o 2. 350
DocuSign Envelope ID: 34EE8D82-973A-459E-9419-A13309FD890A
IP IP
MB MBMB MB
9"APPLE
2" APPLE
4" A
PP
LE
2" APPLE
2" APPLE
2" OAK2" OAK2" OAK2" OAK2" OAK
TVTV
TEL
18" R C
P
" R
C P
V038
209M 208M
2" APPLE2" APPLE2" APPLE
TP
TPTP
TP
TPTP
TP
TPTP
TP
TPTP
TP
TPTP
4" W.S. GAS
(G H
C
EX. 10" C.I. (1969-3887A)
3/4" C U
(W H
C
EX. 8" S. (69-3887A)
12" W .S. G
AS
EX. 16" D
.I. (2008-6885A)
EX. 16" D
.I. (2008-6885A)
EX. 10" D.I.
(2008-6885A)
EX. 8" S. (69-3887A)
EX. 8" S. (66-2090G
3/4" C U
(W H
C
3/4" C U
(W H
C
3/4" C U
(W H
C
E 1,341,852
N 396,016
E 1,341,852
N 395,841
E 1,342,252
N 395,841
0+00 1+00 2+00 3+00
FN06
1' MIN. CL OD TO OD
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
EX
. T
EL
E
SMH
208M
EX
. 1
8" S
TO
R
M
EX. 8" SAN. (69-3887A)
EX. 8" SAN. (69-3887A)
ST
A.
-0 +0
IN
V.
7.4
ST
A.
0+
IN
V.
7.6
ST
A.
1+
IN
V.
7.6
ST
A.
1+
IN
V.
7.6
ST
A.
2+
IN
V.
7.6
ST
A.
2+
IN
V.
6.4
ST
A.
3+
IN
V.
4.2
ST
A.
3+
IN
V.
0.7
STA. 0+00
CONNECT TO
EX. 10"-1/8 H.B.
INV. = 227.40
STA. 0+95
10"X6" F.H.T.
INV. = 227.61
NEW 10" DIP, CL 54 W
4' MIN. COVER
EX. GRADE
RESTRAIN ALL JOINTS AND FITTINGS
EX. 10" D.I. (2008-6885A)
03/08/24 - PLOT DATE
q:
\2
0\
7_
4_ bu ck le r_ ro ad
_w at er _m
\C
AD
D \0
- C iv il\
H
EL
LE
N L
EE
D
R
1.
dw g
NO
200'S OF212SE06, 213SE06 32
ENGINEER:THESE DOCUMENTS CONTAIN
PRIVILEGED AND CONFIDENTIAL
INFORMATION WHICH SHALL NOT
BE REDISTRIBUTED WITHOUT
PRIOR WSSC APPROVAL
PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9
BUCKLER ROAD WATER MAIN REPLACEMENT
CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND
VE
R
IF
Y
SC
AL
E
- B
AR
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IF
N
O T
O N
E
IN
C H
O N
T H
IS
S
H
EE
T, A
D
JU
ST
S
C
AL
ES
A
C C
O R
D
IN
G
LY
HHG: 390' & 385'
LHG: 344' & 338'
PRESSURE ZONE=385B
PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022
WASHINGTON SUBURBAN SANITARY COMMISSION
WSSC
DELIVERING THE ESSENTIAL
PA
TH
: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS
DATE REVISIONS
DATE
DATE PROJECT MANAGER
REVIEWER
WATER INFRASTRUCTURE SECTION
CONTRACT# BR7026A21
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS
WERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MARYLAND.
NAME: STEVEN PICKEL, P.E.
LICENSE NO.: 50329
EXP. DATE: 12/18/2024
NAME: JOHNSON, MIRMIRAN & THOMPSON
ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030
PHONE: (410) 329-3100
CONTACT : STEVEN PICKEL, PE
HELLEN LEE DRIVE
BR
AN
D
YW
IN
E R
O
AD
M
ATC
H
LIN
E STA 3+50 - SEE SH
EET 10
0+00
REMOVE EX. 1/8 H.B. AND
CONNECT TO EX. 10" CI W
0+34
3° HORIZONTAL DEF.
6319 6317 6315 6313
REPLACE EX. 10" W
WITH NEW 10" W
0+95
INSTALL NEW 10"X6" F.H.T.,
6" V, AND 6" F.H. LEAD
0+10
INSTALL NEW 7.0' F.H.
ELBOW ELEV. = 227.8
PER STD. DET. W/8.0
SCALE: 1"=30'
PLAN - HELLEN LEE DRIVE (REPLACE EX. 10" W WITH NEW 10" W)
N
EX
T
VA
LV
E
V0
0'
V0
0'
V0
1, 0'
N
EX
T
FH
F0
0'
N
EX
T
VA
LV
E
V0
0'
N
EX
T
FH
F0
0'
REMOVE EX.
THRUST BLOCK
AS NEEDED
SCALE: 1"=30' H
PROFILE - HELLEN LEE DRIVE, 10" W
1"=10' V
M
AT
C H
L
IN
E S
TA
+5
- S
EE
S H
EE
T
N
AD
83/11
N G
VD
NOTES
1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES
NOTED WITH ASTERISK ( ).
2. PROTECT TREES PER WSSC STANDARD DETAILS SC/18.0
AND SC/19.0 AS APPROPRIATE. REFER TO TREE LEGEND.
3. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF
PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING
SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.
HELLEN LEE DR - 1
FIRE HYDRANT TABLE
STREET STATION HYDRANT
NUMBER
LEAD LENGTH
(FT)
BARREL
HEIGHT (FT)
ELBOW
ELEVATION (FT) REMARKS
HELLEN LEE
DRIVE 0+95 FN06 9.6 7.0 227.8 NEW
SCALE: 1"= 10'
5' 5'0' 10'
SCALE: 1"= 30'
15' 15'0' 30'
HORIZONTAL
VERTICAL
FIRE HYDRANT ELEVATIONS AND LENGTHS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE
INFORMATION DURING CONSTRUCTION AND ADJUST AS REQUIRED TO MEET THE INSTALLATION
REQUIREMENTS AND REQUIREMENTS OF THE APPLICABLE WSSC STANDARD DETAILS.
REPLACE ALL AFFECTED
PAVEMENT MARKINGS TO
SAME STANDARD AFTER
CONSTRUCTION. REFER TO
SHEET 31 FOR EXISTING
PAVEMENT MARKINGS.
S . PN IE CV K
E E
T L
S
N 9o 2. 350
DocuSign Envelope ID: 34EE8D82-973A-459E-9419-A13309FD890A
M B
M B
MB
MB
MBMB
MB MB
MB
MB
TEL
TEL
3" CHERRIES
13" LO
CUST
2" C
HE
RR
Y
28"MAPLE
" M
AP
LE
2" APPLE
2" C
H
ER
R
Y 28" MAPLE
2"
3"
3"
12" MAPLE
24" PEAR2"
9" APPLE
14" MAPLE
3"
10"MAPLE
3"
2" 2"
2" 3" 3"
TV
TV
TEL
TEL
" R
C P
" R
CP
24" RCP
24" RCP
MB
24" RCP
V033
206M
208M
206U
F019
014U
179M
013M
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
E 1, 1, N 395,908
E 1, 1, N 395,733
E 1, 1, N 395,908
20+29
+0
+0
3+00
4+00
5+00
6+00
7+00 8+00 9+00 10+00
FN07
2" PLA. GAS
.5 " P
LA
G H
C
.5 " P
LA
G H
C
.5 " P
LA
G H
C
.5 " P
LA
G H
C
3/ 4"
C U
(W H
C
EX. 8" S. (69-3887A)
3/ 4"
C U
(W H
C
3/ 4"
C U
(W H
C
4" W.S. GAS
.5 " P
LA
G H
C
.5 " P
LA
G H
C
.5 " P
LA
G H
C
(W H
C
3/ 4"
C U
(W H
C
3/ 4"
C U
(W H
C
.7 5"
P
LA
(G
H C
.75" PLA. (GHC)
.5 " P
LA
G H
C
(W
HC
2" W
.S . A
BD
N
G
AS
2" P
LA
. G
AS
2" W
.S . A
BD
N
G
AS
.75" PLA. (G
HC)
(GHC)
EX. 10" C.I. (1969-3887A)
EX
. 8
" C .I.
(1
9-
A) 3/4" CU (WHC)
3/4" C U (W
HC)
3/4" CU (W
HC)
3/4" CU
(W
HC) EX. 6" S (69-3887A)
EX. 8" S. (69-3887A)
EX. 8" S. (69-3887A)
EX. 6" S. (69-3887A)
EX
. 6
" S
-3
7A
EX. 8" S. (69-3887A)
EX. 12" S. (6
9-3887A)
EX
. 1
2" S
-3
7A
3/ 4"
C U
(W H
C
3/ 4"
C U
(W H
C
1' MIN. CL OD TO OD
3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
EX
. F
OEX
. E
LE
C
TR
IC
EX
. E
LE
C
TR
IC
EX
. C
TV EX
. C
TVEX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 1
2" S
EW
ER
(6 9-
A)
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
EX
. 4
" S H
C
SMH
206U
SMH
014U
SMH
179M
EX
. 2
4" S
TO
R
M
EX
. 2
" G
AS
EX
. 0
.7 5"
G H
C
EX
. 0
.5 " G
H C
EX
. 0
.5 " G
H C
EX
. 1
5" S
TO
R
M
EX
. 0
.5 " G
H C
EX
. 0
.5 " G
H C
EX. 8" SAN. (69-3887A)
EX. 8" SAN. (69-3887A)
EX. 6" SAN. (69-3887A) EX. 6" SAN. (69-3887A)
EX
. 7
8" S
TO
R
M
ST
A.
3+
IN
V.
0.7
ST
A.
4+
IN
V.
6.7
ST
A.
4+
IN
V.
2.6
ST
A.
5+
IN
V.
9.3
ST
A.
5+
IN
V.
7.3
ST
A.
6+
IN
V.
5.1
ST
A.
6+
IN
V.
3.2
ST
A.
7+
IN
V.
1.4
ST
A.
7+
IN
V.
9.9
ST
A.
8+
IN
V.
8.8
ST
A.
8+
IN
V.
8.6
ST
A.
9+
IN
V.
9.7
ST
A.
9+
IN
V.
1.1
ST
A.
+0
IN
V.
2.7
STA. 5+39, 10" W
= 20+29, 8" W
10"X8" TEE
INV. = 207.84, 10" W
STA. 5+73
10" V
INV. = 206.31
STA. 9+58
10"X6" F.H.T.
INV. = 201.46
NEW 10" DIP, CL 54 W
4' MIN. COVER
EX. GRADE
RESTRAIN ALL JOINTS AND FITTINGS
ARMOR DRIVE
INV. = 188.41
CROWN = 194.91
INV. = 212.46
INV. = 200.61
INV. = 209.90
INV. = 199.96
INV. = 198.44
4.7' CL…
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