Sheraden_Park_Phase_1_Construction_-_Drawings_Rev1.pdf
PDF 35 MB Posted
- Attached to
- Sheraden Park Phase 1 Construction
- Solicitation number
- 2026-IFB-152
- Issued by
- Allegheny County, Pennsylvania
About this file
This document is a set of construction permit drawings for Sheraden Park Phase 1 Improvements prepared by the City of Pittsburgh, involving landscape architect Klavon Design Associates, civil engineer Fahringer McCarty Grey, electrical engineer Santangelo & Lindsay, and geotech engineer The Gateway Engineers. The project encompasses comprehensive improvements to Sheraden Park located at 701 Thornton Street, Pittsburgh, Pennsylvania, including demolition and site preparation; earthwork and grading of approximately 3,500 cubic yards of cut and 2,000 cubic yards of fill; concrete walkways totaling 4,090 square feet and asphalt paving of 43,725 square feet; stormwater management infrastructure featuring rain gardens and 316 linear feet of 12-inch HDPE storm pipe; electrical systems including ten 25-foot vehicular light poles and three Musco sport court lighting poles; construction of pickleball and basketball courts with protective fencing; drinking fountain plumbing; landscaping with 81 trees (43 at 2-inch caliper and 38 at 3-inch caliper), shrubs, and perennial plantings; site furnishings such as benches, bicycle racks, and grills; ADA-compliant improvements; and recreational trail construction. The invitation for bids (IFB #2026-IFB-152) includes a mandatory pre-bid meeting scheduled for July 31, 2026 at 10:00 AM via Microsoft Teams, with bids due August 28, 2026 at 2:00 PM. The contract award is scheduled for September 1, 2026, with project implementation to follow immediately thereafter.
Bidders must submit lump-sum fixed-price bids with no escalation permitted, accompanied by a bid guarantee equal to five percent of the total bid amount. Upon award, contractors must provide a Performance Bond and Payment Bond each equal to 100 percent of the contract price, along with General Liability insurance with minimum coverage of $1,000,000 per occurrence and $2,000,000 aggregate. The City requires demonstration of good faith efforts to achieve Disadvantaged Business Enterprise (DBE) participation goals of 18 percent for Minority-Owned Businesses, 7 percent for Women-Owned Businesses, 5 percent for Veteran-Owned Small Businesses, and 3 percent for LGBTQIA+ businesses, with comprehensive documentation of outreach efforts required at bid submission. The contract is subject to Pennsylvania prevailing wage requirements effective July 15, 2026. Two add alternates provide unit pricing for tree furnishing and installation (69 trees totaling 33 two-inch and 36 three-inch caliper stock) if City Forestry and TreePGH cannot provide these services. Contractors must utilize web-based project management software (Procore Technologies or approved equivalent) and designate a Safety Supervisor with minimum ten years of construction experience and five years of safety responsibility within fifteen days of Notice of Award. Questions regarding the bid must be submitted by August 14, 2026 at 5:00 PM, with bids opened non-mandatory on August 28, 2026 at 3:00 PM.
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Text version
REGIONAL MAP VICINITY MAP
Project Site
Project Site
ISSUE DATE: 2026.01.15
Klavon Design Associates, Inc.
64 South 14th Street Pittsburgh, PA 15203 P 412-394-1181 x111 Contact: Rachelle Wolf rwolf@klavondesign.com
The Gateway Engineers, Inc.
100 McMorris Road Pittsburgh, PA 15205 P 855-634-9284 Contact: Nathaniel S. Hayes, PE nhayes@gatewayengineers.com
Fahringer, McCarty, Grey, Inc.
1610 Golden Mile Highway Monroeville, PA 15146 P 724-327-0599 x212 Contact: Jon Sweringen, RLA jsweringen@fmginc.us
Santangelo & Lindsay, Inc.
732 3rd Avenue, Suite 102 New Brighton, PA 15066 724-847-0407 Contact: Chris Lindsay clindsay@santangelolindsay.com
LANDSCAPE ARCHITECT
GEOTECH ENGINEER
CIVIL ENGINEER
ELECTRICAL ENGINEER
City of Pittsburgh 414 Grant Street, Room 301 Pittsburgh, PA 15219 412-255-8852 Contact: Andrea Ketzel andrea.ketzel@pittsburghpa.gov
OWNER
CITY of Pittsburgh - Sheraden Park Phase I Improvements PERMIT DOCUMENTS Project Number: 2023-85034
INDEX OF DRAWINGS
- Title Sheet L100 Site Reference Plan L101 Existing Conditions Plan - North L102 Existing Conditions Plan - South L103 Site Demolition Plan - North L104 Site Demolition Plan - South L105 Site Materials Plan - Area 1 L106 Site Materials Plan - Area 2 L107 Site Materials Plan - Area 3 L108 Site Materials Plan - Area 4 L109 Site Materials Plan - Area 5 L110 Site Layout Plan - Area 1 L111 Site Layout Plan - Area 2 L112 Site Layout Plan - Area 3 L113 Site Layout Plan - Area 4 L114 Site Layout Plan - Area 5 L115 Site Grading Plan - Area 1 L116 Site Grading Plan - Area 2 L117 Site Grading Plan - Area 3 L118 Site Grading Plan - Area 4 L119 Site Grading Plan - Area 5 L120 Site Landscape Plan - Area 1 L121 Site Landscape Plan - Area 2 L122 Site Landscape Plan - Area 3 L123 Site Landscape Plan - Area 4 L124 Site Landscape Plan - Area 5 L125 Signage Plan - North L126 Signage Plan - South L501 Site Details L502 Site Details L503 Site Details L504 Site Details L505 Landscape Details L506 Landscape Details
Site Drawings C100 Overall Erosion Control Plan C101 Erosion and Sedimentation Control Plan - North C102 Erosion and Sedimentation Control Plan - South C200 Erosion Control Details C201 Erosion Control Details C400 Post Construction Stormwater Management Plan - Detailed C401 Post Construction Stormwater Management Plan - Detailed C402 Post Construction Stormwater Management Plan - Detailed C403 Post Construction Stormwater Management Plan - Detailed C404 Post Construction Stormwater Management Plan - Detailed C500 PCSM BMP Details C501 PCSM BMP Details C502 PCSM BMP Details
Civil Drawings
E100 Site Lighting Electrical Notes and Legend E101 Site Lighting Electrical Plan - Area 1 E102 Site Lighting Electrical Plan - Area 2 E103 Site Lighting Electrical Plan - Area 3 E500 Electrical Engineer Details E501 Electrical Engineer Details E502 Electrical Engineer Details
Site Electrical Drawings
Alternate 1 Planting - Tree Plantings (L120-L124, L505-L506) Alternates
NEIGHBORHOOD MAP
Project Site Entry
Address: 701 Thornton Street, Pittsburgh, PA 15204 (corner of Thornton St. and Ashlyn St.)
SHERADEN
PARK
PE
R
M
IT
D O
C U
M
EN
TS
.0 2.
07/30/2026 Addendum 1
L103
SITE REFERENCE PLAN
SCALE: 1" = 120'
SHEET NUMBER
SHEET TITLE
DRAWN BY: ARG
PROJECT
DATE
NOTES
2026.01.15
OWNER
414 Grant Street, Room 301 Pittsburgh, PA 15219
PE
R
M
IT
D O
C U
M
EN
TS
.0 2.
CHECKED BY: RAW
SCALE:
Sheraden Park Phase I Improvements City of Pittsburgh, Allegheny County
PROFESSIONAL SEAL
CIVIL ENGINEER
FAHRINGER, McCARTY, GREY, INC.
1610 GOLDEN MILE HIGHWAY
MONROEVILLE, PA 15146
P 724.327.0599
CONTACT: JON SWERIGEN, RLA
JSWERINGEN@FMGINC.US
ELECTRICAL ENGINEER
SANTANGELO & LINDSAY, INC.
732 THIRD AVENUE, SUITE 102
NEW BRIGHTON, PA 15066
P 724.847.0407
CONTACT: CHRISELLEN LINDSAY, P.E.
CLINDSAY@SANTANGELOLINDSAY.COM
LANDSCAPE ARCHITECT
KLAVON DESIGN ASSOCIATES, INC.
64 S 14TH STREET
PITTSBURGH, PA 15203
P 412.394.1181
CONTACT: RACHELLE WOLF
RWOLF@KLAVONDESIGN.COM
THE GATEWAY ENGINEERS, INC.
100 MCMORRIS ROAD
PITTSBURGH, PA 15205
P 855-634-9284
CONTACT: NATHANIEL S. HAYES, PE
NHAYES@GATEWAYENGINEERS.COM
GEOTECH ENGINEER
1"=120'
Site Reference Plan
L100
NORTH
0' 60' 120' 240'
GRAPHIC SCALE
APPROXIMATE PROPERTY LINE
GARDEN AREA
(SOUTH)
PLAYGROUND AREA
(NORTH)
PARK ENTRANCE/EXIT ROAD
(THORNTON STREET)
PARKING LOT
(NORTH)
BASEBALL FIELD
(NIC)
APPROXIMATE PROPERTY LINE
±75'
AREA OF WORK
EXISTING BUILDING
PLAY COURTS
(NORTH)
SURBAN STREET
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TRAIL
EXISTING LAWN
EXISTING TREE
EXISTING SIGN
EXISTING TRAFFIC SIGN
EXISTING PARKING SIGN
EXISTING SHRUB
EXISTING FIRE HYDRANT
EXISTING MANHOLE
STORM INLET
5' CONTOUR
1' CONTOUR
LIMIT OF WORK
EXISTING UTILITY POLE
MAG# NORTH EAST ELEV DESCRIPTION
1 418640.6194 1325586.8567 768.17 CP1 MAG #1
2 418437.1274 1325690.9779 765.50 CP2 MAG #2
3 418265.0023 1325736.5242 785.06 MAG #3
4 418212.0731 1325947.8270 788.67 MAG #4
5 418314.6910 1325790.9307 769.40 MAG #5
6 417621.5077 1326196.6171 845.37 MAG #6
7 417419.7774 1326343.4776 853.19 MAG #7
8 417190.9834 1326495.1991 872.26 MAG #8
9 418058.1454 1326135.8275 823.00 MAG #9
10 418329.2692 1326013.8008 795.64 MAG #10
L101
EXISTING CONDITIONS PLAN - NORTH
SCALE: 1" = 40'
NORTH
0' 20' 40' 80'
GRAPHIC SCALE
1"=40'
Existing Conditions Plan - North
L101
NOTES
SE
E
SH
EE
T L1
SHEET NUMBER
SHEET TITLE
DRAWN BY: ARG
PROJECT
DATE
NOTES
2026.01.15
OWNER
414 Grant Street, Room 301 Pittsburgh, PA 15219
PE
R
M
IT
D O
C U
M
EN
TS
.0 2.
CHECKED BY: RAW
SCALE:
Sheraden Park Phase I Improvements City of Pittsburgh, Allegheny County
PROFESSIONAL SEAL
CIVIL ENGINEER
FAHRINGER, McCARTY, GREY, INC.
1610 GOLDEN MILE HIGHWAY
MONROEVILLE, PA 15146
P 724.327.0599
CONTACT: JON SWERIGEN, RLA
JSWERINGEN@FMGINC.US
ELECTRICAL ENGINEER
SANTANGELO & LINDSAY, INC.
732 THIRD AVENUE, SUITE 102
NEW BRIGHTON, PA 15066
P 724.847.0407
CONTACT: CHRISELLEN LINDSAY, P.E.
CLINDSAY@SANTANGELOLINDSAY.COM
LANDSCAPE ARCHITECT
KLAVON DESIGN ASSOCIATES, INC.
64 S 14TH STREET
PITTSBURGH, PA 15203
P 412.394.1181
CONTACT: RACHELLE WOLF
RWOLF@KLAVONDESIGN.COM
THE GATEWAY ENGINEERS, INC.
100 MCMORRIS ROAD
PITTSBURGH, PA 15205
P 855-634-9284
CONTACT: NATHANIEL S. HAYES, PE
NHAYES@GATEWAYENGINEERS.COM
GEOTECH ENGINEER
1. DRAWINGS GENERATED BASED ON SURVEY PREPARED BY TRI-STATE DESIGN AND DEVELOPMENT DATED FEBRUARY 08, 2023; ADDITIONAL SURVEY INFORMATION PROVIDED ON SEPTEMBER 05, 2023.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC., WHICH MAY OCCUR AS A RESULT OF CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY
DISCREPANCIES IN THE SITE SURVEY TO THE OWNER AND/OR LANDSCAPE ARCHITECT PRIOR TO
STARTING ANY WORK.
4. KLAVON DESIGN IS RESPONSIBLE FOR APPLYING FOR ALL PARENT PERMITS NECESSARY TO
INITIATE THE WORK. CONTRACTOR IS RESPONSIBLE FOR PICKING UP ALL PARENT PERMITS AND
APPLYING FOR ALL SUBSEQUENT PERMITS NECESSARY TO COMPLETE THE WORK.
5. INLETS SHALL BE MAINTAINED SO AS NOT TO ALLOW ANY SEDIMENT OR DEBRIS TO PREVENT THE
FLOW OF WATER INTO THE INLETS. ANY OBSTRUCTIONS TO THE PIPE SHOULD BE REMOVED.
6. AT ALL LOCATIONS WHERE EXISTING CURBING, BITUMINOUS, CONCRETE ROADWAY OR CONCRETE SIDEWALK ABUT NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENTS SHALL BE
SAW CUT TO A CLEAN, SMOOTH EDGE.
7. WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK SMOOTHLY BLEND
LINE AND GRADE OF EXISTING WITH NEW.
8. GENERAL CONTRACTOR TO FINE GRADE ALL DISTURBED BEDS & PLANTING AREAS IN PREPARATION
FOR LANDSCAPE CONTRACTOR.
LEGEND
NORTHKEY PLAN
CONTROL POINT TABLE
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GATE
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CAR STOPS
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BLOCK
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TENNIS
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PLAYGROUND
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GRILL
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WATER
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POST WITH
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NEW
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12" BOLLARDS
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GATE
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2" PIPE
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STONE WALL
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MH
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CP2
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MAG#2
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CP1
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MAG#1
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STONE
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BOX
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HEDGES
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HEDGES
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STEEL PLATE
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ASPH WEDGE CURB
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INLET WITH SILT SOCK
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BRICK AND STONE WALL
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STONE
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TIMBER
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WALL
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CONC
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TIMBER CURB
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STONE
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CONC
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5" CO
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BRICK AND
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STONE WALL
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S'WALK
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STONE S'WALK
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STONE
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CONC
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BARRIER
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3" CONDUIT
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4" CONDUIT
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ELEC METER
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1" CONDUIT
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1" CONDUIT
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SYNTHETIC
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PROTECTIVE
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SURFACE WITH
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CONCRETE
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EDGING
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15" TCP
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15" TCP
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INV EL 784.13
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15" PVC
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6" CPP
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8" PVC
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INV EL 764.35
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CPP
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18" CPP
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UNKNOWN PIPE
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BOARDED
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DOORWAY
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MAG#4
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MAG#5
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MAG#3
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CHAIN
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LINK
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FENCE
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UP 128411
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W/LIGHT
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UP NO
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NUMBER
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MH
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CAR STOPS
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CONC CURB
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TRAIL
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DRAIN
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15" TCP
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15" PVC
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6" CPP
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15" PVC
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CPP
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15" TCP
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TCP
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EXISTING LAWN
EXISTING TREE
EXISTING SIGN
EXISTING TRAFFIC SIGN
EXISTING PARKING SIGN
EXISTING SHRUB
EXISTING FIRE HYDRANT
EXISTING MANHOLE
STORM INLET
5' CONTOUR
1' CONTOUR
LIMIT OF WORK
EXISTING UTILITY POLE
MAG# NORTH EAST ELEV DESCRIPTION
1 418640.6194 1325586.8567 768.17 CP1 MAG #1
2 418437.1274 1325690.9779 765.50 CP2 MAG #2
3 418265.0023 1325736.5242 785.06 MAG #3
4 418212.0731 1325947.8270 788.67 MAG #4
5 418314.6910 1325790.9307 769.40 MAG #5
6 417621.5077 1326196.6171 845.37 MAG #6
7 417419.7774 1326343.4776 853.19 MAG #7
8 417190.9834 1326495.1991 872.26 MAG #8
9 418058.1454 1326135.8275 823.00 MAG #9
10 418329.2692 1326013.8008 795.64 MAG #10
L102
EXISTING CONDITIONS PLAN - SOUTH
SCALE: 1" = 40'
1"=40'
Existing Conditions Plan - South
L102
NORTH
0' 20' 40' 80'
GRAPHIC SCALE
SE
E
SH
EE
T L1
SHEET NUMBER
SHEET TITLE
DRAWN BY: ARG
PROJECT
DATE
NOTES
2026.01.15
OWNER
414 Grant Street, Room 301 Pittsburgh, PA 15219
PE
R
M
IT
D O
C U
M
EN
TS
.0 2.
CHECKED BY: RAW
SCALE:
Sheraden Park Phase I Improvements City of Pittsburgh, Allegheny County
PROFESSIONAL SEAL
CIVIL ENGINEER
FAHRINGER, McCARTY, GREY, INC.
1610 GOLDEN MILE HIGHWAY
MONROEVILLE, PA 15146
P 724.327.0599
CONTACT: JON SWERIGEN, RLA
JSWERINGEN@FMGINC.US
ELECTRICAL ENGINEER
SANTANGELO & LINDSAY, INC.
732 THIRD AVENUE, SUITE 102
NEW BRIGHTON, PA 15066
P 724.847.0407
CONTACT: CHRISELLEN LINDSAY, P.E.
CLINDSAY@SANTANGELOLINDSAY.COM
LANDSCAPE ARCHITECT
KLAVON DESIGN ASSOCIATES, INC.
64 S 14TH STREET
PITTSBURGH, PA 15203
P 412.394.1181
CONTACT: RACHELLE WOLF
RWOLF@KLAVONDESIGN.COM
THE GATEWAY ENGINEERS, INC.
100 MCMORRIS ROAD
PITTSBURGH, PA 15205
P 855-634-9284
CONTACT: NATHANIEL S. HAYES, PE
NHAYES@GATEWAYENGINEERS.COM
GEOTECH ENGINEER
NOTES LEGEND
NORTHKEY PLAN
CONTROL POINT TABLE
1. DRAWINGS GENERATED BASED ON SURVEY PREPARED BY TRI-STATE DESIGN AND DEVELOPMENT
DATED FEBRUARY 08, 2023; ADDITIONAL SURVEY INFORMATION PROVIDED ON SEPTEMBER 05, 2023.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC., WHICH MAY OCCUR AS A RESULT OF CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY
DISCREPANCIES IN THE SITE SURVEY TO THE OWNER AND/OR LANDSCAPE ARCHITECT PRIOR TO
STARTING ANY WORK.
4. KLAVON DESIGN IS RESPONSIBLE FOR APPLYING FOR ALL PARENT PERMITS NECESSARY TO
INITIATE THE WORK. CONTRACTOR IS RESPONSIBLE FOR PICKING UP ALL PARENT PERMITS AND
APPLYING FOR ALL SUBSEQUENT PERMITS NECESSARY TO COMPLETE THE WORK.
5. INLETS SHALL BE MAINTAINED SO AS NOT TO ALLOW ANY SEDIMENT OR DEBRIS TO PREVENT THE
FLOW OF WATER INTO THE INLETS. ANY OBSTRUCTIONS TO THE PIPE SHOULD BE REMOVED.
6. AT ALL LOCATIONS WHERE EXISTING CURBING, BITUMINOUS, CONCRETE ROADWAY OR CONCRETE SIDEWALK ABUT NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENTS SHALL BE
SAW CUT TO A CLEAN, SMOOTH EDGE.
7. WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK SMOOTHLY BLEND
LINE AND GRADE OF EXISTING WITH NEW.
8. GENERAL CONTRACTOR TO FINE GRADE ALL DISTURBED BEDS & PLANTING AREAS IN PREPARATION
FOR LANDSCAPE CONTRACTOR.
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WV
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WV
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MH
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MH
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MH
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MH
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MH
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GUY POLE
AutoCAD SHX Text 128694
AutoCAD SHX Text 36"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
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NEW SAPLINGS
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BOLLARD
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AutoCAD SHX Text 5"
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AutoCAD SHX Text 10"
AutoCAD SHX Text 36"
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NEW
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SAPLING
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NEW
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SAPLING
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BENCHES
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MH
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PLAYGROUND
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ASPH
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WOOD POSTS
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STONE PLANTERS
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WOOD POSTS
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BENCHES
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CHAIN LINK FENCE
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GATE POSTS
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GATE
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CONC
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SIDEWALK
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CONC
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STAIRS
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STONE PLANTERS
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COLLAPSED
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STONE WALL
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STONE PLANTERS
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WOOD FRAME
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AND STONE
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STAIRS
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WATER FILLED INLET
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WITH RAISED GRATE
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NEW SAPLINGS
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STONE WALL
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STONE WALL
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STONE PAVERS
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STONE WALL
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STONE WALL
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THORNTON STREET
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SURBAN STREET
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TRAIL
AutoCAD SHX Text 24"
AutoCAD SHX Text 30"
AutoCAD SHX Text 18"
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NEW
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SAPLING
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NEW
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SAPLING
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NEW
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SAPLING
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MH
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SAPLING
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NEW
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SAPLING
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COLLAPSED
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STONE WALL
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NEW
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SAPLING
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STONE WALL
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SHRUB
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ASPH
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TRAIL
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MH
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HEDGES
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TRAIL
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NEW
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SAPLING
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TRAIL
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STONE
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WALL
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STONE
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STEPS
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STONE
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STEPS
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STONE
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STEPS
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CHAIN LINK FENCE
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GUY POLE
AutoCAD SHX Text 139746
AutoCAD SHX Text 12"
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ASPH
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ASPH
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TRAIL
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SYNTHETIC
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PROTECTIVE
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SURFACE WITH
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CONCRETE EDGING
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15" TCP
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INV EL 839.61
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TCP
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MH
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WEDGE CURB
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WEDGE CURB
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OH
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OH
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OH
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MAG#9
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MAG#6
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MAG#7
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MAG#8
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UP 128407
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W/LIGHT
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UP SL01278
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W/LIGHT
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UP 244/9
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UP 128410
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W/LIGHT
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OH
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UP 406
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W/LIGHT
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UP 728405
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W/LIGHT
AutoCAD SHX Text
UP SL37195
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W/LIGHT
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UP 128407
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UP 84/739
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W/LIGHT
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MH
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GAS MARKER
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TRAIL
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
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OH
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OH
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OH
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DEMOLISH EXISTING TREE
DEMOLISH ASPHALT AND SUBBASE, AS
NEEDED, TO ACCOMODATE NEW WORK
DEMOLISH CONCRETE AND SUBBASE, AS
NEEDED, TO ACCOMODATE NEW WORK
DEMOLISH STONE
DEMOLISH PLAY SURFACE, INCLUDING
SUBBASE AND SURROUNDING CURB
LIMIT OF WORK
DEMOLISH MISCELLANEOUS SITE ELEMENT
CLEAR AND GRUB
EXISTING STRUCTURE/HARDSCAPE
TO REMAIN
TREE PROTECTION FENCE
REF. SPEC. 015639, SECTION 3.2.C
TEMPORARY CONSTRUCTION FENCE
GALV. STEEL CHAIN-LINK, 96" HIGH
TO BE
REMOVED
(TYP.)
DEMOLITION NOTES/CALL OUTS
(2 1)
S
TA
N D
AR
D
C
AR
S
PA
C
ES
; 8 '-6
"x
'-0
(1 6)
C O
M
PA
C T
C
AR
S
PA
C
ES
; 7 '-9
"x
'-0
(1 2)
C O
M
PA
C T
C
AR
S
PA
C
ES
; 7 .7
5' x1
6.
5'
(1 5)
S
TA
N D
AR
D
C
AR
S
PA
C
ES
; 8 .5
'x
(4) STANDARD
CAR SPACES;
8.5'x19'
(1) ADA SPACE;
8'-0"x19-0" WITH
8'-0"x19-0"
ACCESS AISLE
'-4
98'
60'
±2 3'
-1 0"
±7'
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
10'
10'
'-4
(2 ) A
D A-
AC
C
ES
SI
BL
E
SP
AC
ES
; 8
'-6 "x
'-0
W
IT
H
(1 ) S
H
AR
ED
'-6 "x
'-0
" A C
C
ES
S
AI
SL
E
L103
SITE DEMOLITION PLAN - NORTH
SCALE: 1" = 40'
SHEET NUMBER
SHEET TITLE
DRAWN BY: ARG
PROJECT
DATE
NOTES
2026.01.15
OWNER
414 Grant Street, Room 301 Pittsburgh, PA 15219
PE
R
M
IT
D O
C U
M
EN
TS
.0 2.
CHECKED BY: RAW
SCALE:
Sheraden Park Phase I Improvements City of Pittsburgh, Allegheny County
PROFESSIONAL SEAL
CIVIL ENGINEER
FAHRINGER, McCARTY, GREY, INC.
1610 GOLDEN MILE HIGHWAY
MONROEVILLE, PA 15146
P 724.327.0599
CONTACT: JON SWERIGEN, RLA
JSWERINGEN@FMGINC.US
ELECTRICAL ENGINEER
SANTANGELO & LINDSAY, INC.
732 THIRD AVENUE, SUITE 102
NEW BRIGHTON, PA 15066
P 724.847.0407
CONTACT: CHRISELLEN LINDSAY, P.E.
CLINDSAY@SANTANGELOLINDSAY.COM
LANDSCAPE ARCHITECT
KLAVON DESIGN ASSOCIATES, INC.
64 S 14TH STREET
PITTSBURGH, PA 15203
P 412.394.1181
CONTACT: RACHELLE WOLF
RWOLF@KLAVONDESIGN.COM
THE GATEWAY ENGINEERS, INC.
100 MCMORRIS ROAD
PITTSBURGH, PA 15205
P 855-634-9284
CONTACT: NATHANIEL S. HAYES, PE
NHAYES@GATEWAYENGINEERS.COM
GEOTECH ENGINEER
1"=40'
Site Demolition Plan - North
L103
NORTH
0' 20' 40' 80'
GRAPHIC SCALE
SE
E
SH
EE
T L1
LEGENDLEGEND
REMOVE EX. WATER FOUNTAINS TO;
STORE PER CITY DIRECTION
REMOVE EX. PIPE
REMOVE EX. TREE (TYP.)
REMOVE EX. LIGHT POLES
AND FOUDATIONS (TYP.)
DEMOLISH EX.
BLOCK BUILDING
DEMOLISH EX.
CONCRETE CURB
EX. BENCHES TO BE
REMOVED; STORE PER
CITY DIRECTION, TYP.
REMOVE EX. BENCHES
REMOVE EX. PLAY EQUIPMENT AND
DEMOLISH FOUNDATIONS (TYP.)
REMOVE GRILL;
STORE PER CITY
DIRECTION
NORTHKEY PLAN
NOTES
1. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR
UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE IN A STATE-APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. CONTRACTOR IS TO PROTECT UTILITIES THAT ARE TO REMAIN, AND REPAIR DAMAGE ACCORDING TO THE APPROPRIATE UTILITY COMPANY STANDARDS AT THE CONTRACTOR'S EXPENSE.
2. ASBESTOS OR HAZARDOUS MATERIALS ARE NOT EXPECTED TO BE ENCOUNTERED AS PART OF THE SITE WORK. IF FOUND, CONTRACTOR SHALL STOP WORK AND NOTIFY OWNER IMMEDIATELY. IF ASBESTOS/
HAZARDOUS MATERIALS ARE ENCOUNTERED SUCH HAZARDS SHALL BE REMOVED BY A LICENSED
HAZARDOUS MATERIALS CONTRACTOR.
3. ALL UTILITY DISCONNECTION, REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE
COORDINATED WITH THE APPROPRIATE UTILITY COMPANY / AGENCY.
4. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL AND OSHA REGULATIONS PRIOR TO
DEMOLITION ACTIVITIES.
4. KLAVON DESIGN IS RESPONSIBLE FOR APPLYING FOR ALL PARENT PERMITS NECESSARY TO INITIATE THE WORK. CONTRACTOR IS RESPONSIBLE FOR PICKING UP ALL PARENT PERMITS AND APPLYING FOR ALL
SUBSEQUENT PERMITS NECESSARY TO COMPLETE THE WORK.
5. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A
LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
6. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC., WHICH MAY OCCUR AS A
RESULT OF CONSTRUCTION.
7. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES AS NEEDED TO MAINTAIN SAFE ACCESS TO THE SITE BY NON-CONSTRUCTION VEHICLES AND PEDESTRIAN TRAFFIC, AND IN ACCORDANCE WITH LOCAL AND/OR STATE REQUIREMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVALS AND COORDINATE WITH LOCAL AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT, AND
LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES.
8. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES IN THE SITE SURVEY TO THE OWNER AND/OR LANDSCAPE ARCHITECT PRIOR TO STARTING ANY WORK.
9. NO TREES SHALL BE REMOVED, NOR VEGETATION DISTURBED, BEYOND THE LIMITS OF CONSTRUCTION
WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE OWNER OR OWNER'S REPRESENTATIVE.
10. ALL PAVEMENT, BASE COURSES, SIDEWALKS, CURBS, ETC. WITHIN THE AREA TO BE DEMOLISHED SHALL BE REMOVED TO FULL DEPTH. EXISTING BASE COURSE MATERIAL MAY BE WORKED INTO THE NEW PAVEMENT
OR BUILDING SUBGRADE PROVIDED THAT GRADATION, CONSISTENCY, COMPACTION, SUBGRADE
CONDITIONS, ETC. ARE IN ACCORDANCE WITH THE SPECIFICATIONS. BASE COURSE MATERIALS SHALL NOT
BE WORKED INTO THE SUBGRADE AREAS TO RECEIVE LANDSCAPING.
11. PROVIDE NEAT, STRAIGHT, FULL DEPTH SAW CUTS OF EXISTING PAVEMENT WHERE INDICATED ALONG LIMITS OF PAVEMENT DEMOLITION. PAVEMENT RESTORATION SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF PITTSBURGH, DEPARTMENT OF MOBILITY AND INFRASTRUCTURE / DEPARTMENT OF PUBLIC WORKS
REQUIREMENTS.
12. TEMPORARY FENCE SHALL BE PROVIDED BY GENERAL CONTRACTOR DURING THE EXTENT OF
CONSTRUCTION. RELOCATION OR SHIFTING OF FENCING IS PERMITTED AS REQUIRED BY THE GENERAL
CONTRACTOR.
13. THE CONTRACTOR SHALL USE SUITABLE METHODS TO CONTROL DUST AND DIRT CAUSED BY THE
DEMOLITION ACTIVITIES.
REMOVE EX. WATER FOUNTAIN. CAP UTILITIES
BELOW GRADE AND PREPARE FOR EXTENSION
REMOVE EX. CHAINLINK FENCE (TYP.)
REMOVE EX. CHAINLINK
FENCE (TYP.)
(10) REMOVE EX. BOLLARDS AND FOUNDATIONS (TYP.)
SAWCUT PAVEVMENT
SAWCUT PAVEVMENT
REMOVE EX. GUARDRAILS (TYP.)
REMOVE EX.
GUARDRAILS (TYP.)
REMOVE EX. VEHICLE GATE (TYP.)
(9) REMOVE EX. WHEEL
STOPS (TYP.)
SAWCUT PAVEMENT
REMOVE EX. WATER FOUNTAIN SUPPLY AND
DRAIN LINES TO SOURCE; VERIFY IN FIELD
(10) REMOVE EX. BOLLARDS AND FOUNDATIONS (TYP.)
TRENCH FOR UNDERDRAIN (TYP.)
REMOVE EX. COURT AND
SUBBASE (TYP.)
REMOVE EX. COURT AND SUBBASE (TYP.)
REMOVED/REPLACED TREE CALIPER
PROJECT-WIDE 225.5"
THIS SHEET 182.5"
148" 133"
DIAMETER BREAST HEIGHT
(DBH) REMOVED
TREE CALIPER
REPLACED
SAWCUT PAVEVMENT
SAWCUT PAVEVMENT
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GATE POST
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TRAIL
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GRASS
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MH
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MH
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MH
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MH
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MH
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UP WITH NO NUMBER
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MH
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MH
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OH
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OH
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OH
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OH
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OH
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OH
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MH
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MH
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MH
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MH
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MH
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MH
AutoCAD SHX Text 18"
AutoCAD SHX Text 36"
AutoCAD SHX Text 2-15"
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WV
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SHELTER
AutoCAD SHX Text
WATER
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FOUNTAIN
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WV
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GRILL
AutoCAD SHX Text 24"
AutoCAD SHX Text 30"
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
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MH
AutoCAD SHX Text 30"
AutoCAD SHX Text 30"
AutoCAD SHX Text 18"
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GAS MARKER
AutoCAD SHX Text
PLAYGROUND
AutoCAD SHX Text
ASPH
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ASPH
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ASPH
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ASPH
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ASPH
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CONC
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CONC
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GRASS
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GRASS
AutoCAD SHX Text
STONE
AutoCAD SHX Text
WALL
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
WATER
AutoCAD SHX Text
FOUNTAIN
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
DOORWAYS
AutoCAD SHX Text
WATER
AutoCAD SHX Text
FOUNTAIN
AutoCAD SHX Text
NEW
AutoCAD SHX Text
SAPLING
AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 24"
AutoCAD SHX Text 6"
AutoCAD SHX Text
NEW
AutoCAD SHX Text
SAPLING
AutoCAD SHX Text
CONC
AutoCAD SHX Text
AND 2 SPOT LIGHTS
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
2 STY
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
BLDG
AutoCAD SHX Text
CONC BLOCK WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
WEDGE CURB
AutoCAD SHX Text
2" PIPE
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
CP2
AutoCAD SHX Text
MAG
AutoCAD SHX Text
CP1
AutoCAD SHX Text
MAG
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
STONE
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
BOX
AutoCAD SHX Text 12"
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text 12"
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
STEEL PLATE
AutoCAD SHX Text
CONC DITCH
AutoCAD SHX Text
ASPH DITCH
AutoCAD SHX Text
ASPH DITCH
AutoCAD SHX Text
CONC DITCH
AutoCAD SHX Text
GATE
AutoCAD SHX Text
ASPH WEDGE CURB
AutoCAD SHX Text
BRICK AND
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
STONE
AutoCAD SHX Text
TIMBER
AutoCAD SHX Text
WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
STONE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
5" CO
AutoCAD SHX Text
BRICK AND
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
S'WALK
AutoCAD SHX Text
CONC
AutoCAD SHX Text
BARRIER
AutoCAD SHX Text
3" CONDUIT
AutoCAD SHX Text
4" CONDUIT
AutoCAD SHX Text
ELEC METER
AutoCAD SHX Text
1" CONDUIT
AutoCAD SHX Text
1" CONDUIT
AutoCAD SHX Text
1" CONDUIT
AutoCAD SHX Text
1/2" CONDUIT
AutoCAD SHX Text
15" TCP
AutoCAD SHX Text
15" PVC
AutoCAD SHX Text
15" PVC
AutoCAD SHX Text
6" CPP
AutoCAD SHX Text
6" CPP
AutoCAD SHX Text
6" CPP
AutoCAD SHX Text
15" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text 18"
AutoCAD SHX Text
CPP
AutoCAD SHX Text
15" TCP
AutoCAD SHX Text
CONC
AutoCAD SHX Text
BOARDED
AutoCAD SHX Text
DOORWAY
AutoCAD SHX Text
OH
AutoCAD SHX Text
MAG#4
AutoCAD SHX Text
MAG#10
AutoCAD SHX Text
MAG#5
AutoCAD SHX Text
MAG#3
AutoCAD SHX Text
MAG#9
AutoCAD SHX Text
UP 128410
AutoCAD SHX Text
W/LIGHT
AutoCAD SHX Text
UP 128411
AutoCAD SHX Text
W/LIGHT
AutoCAD SHX Text
UP NO
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text 18"
AutoCAD SHX Text
STONE
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
CONC DITCH
AutoCAD SHX Text
ASPH DITCH
AutoCAD SHX Text
ASPH DITCH
AutoCAD SHX Text
CONC DITCH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
OH
DEMOLISH EXISTING TREE
DEMOLISH ASPHALT AND SUBBASE, AS
NEEDED, TO ACCOMODATE NEW WORK
DEMOLISH CONCRETE AND SUBBASE, AS
NEEDED, TO ACCOMODATE NEW WORK
DEMOLISH STONE
LIMIT OF WORK
DEMOLISH MISCELLANEOUS SITE ELEMENT
DEMOLISH PLAY SURFACE, INCLUDING
SUBBASE AND SURROUNDING CURB
CLEAR AND GRUB
EXISTING STRUCTURE/HARDSCAPE
TO REMAIN
TREE PROTECTION FENCE
REF. SPEC. 015639, SECTION 3.2.C
TEMPORARY CONSTRUCTION FENCE
GALV. STEEL CHAIN-LINK, 96" HIGH
TO BE
REMOVED
(TYP.)
DEMOLITION NOTES/CALL OUTS
'-4
98'
60'
±2 3'
-1 0"
±7'
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
10'
10'
'-4
L104
SITE DEMOLITION PLAN - SOUTH
SCALE: 1" = 40'
SHEET NUMBER
SHEET TITLE
DRAWN BY: ARG
PROJECT
DATE
NOTES
2026.01.15
OWNER
414 Grant Street, Room 301 Pittsburgh, PA 15219
PE
R
M
IT
D O
C U
M
EN
TS
.0 2.
CHECKED BY: RAW
SCALE:
Sheraden Park Phase I Improvements City of Pittsburgh, Allegheny County
PROFESSIONAL SEAL
CIVIL ENGINEER
FAHRINGER, McCARTY, GREY, INC.
1610 GOLDEN MILE HIGHWAY
MONROEVILLE, PA 15146
P 724.327.0599
CONTACT: JON SWERIGEN, RLA
JSWERINGEN@FMGINC.US
ELECTRICAL ENGINEER
SANTANGELO & LINDSAY, INC.
732 THIRD AVENUE, SUITE 102
NEW BRIGHTON, PA 15066
P 724.847.0407
CONTACT: CHRISELLEN LINDSAY, P.E.
CLINDSAY@SANTANGELOLINDSAY.COM
LANDSCAPE ARCHITECT
KLAVON DESIGN ASSOCIATES, INC.
64 S 14TH STREET
PITTSBURGH, PA 15203
P 412.394.1181
CONTACT: RACHELLE WOLF
RWOLF@KLAVONDESIGN.COM
THE GATEWAY ENGINEERS, INC.
100 MCMORRIS ROAD
PITTSBURGH, PA 15205
P 855-634-9284
CONTACT: NATHANIEL S. HAYES, PE
NHAYES@GATEWAYENGINEERS.COM
GEOTECH ENGINEER
1"=40'
Site Demolition Plan - South
L104
NORTH
0' 20' 40' 80'
GRAPHIC SCALE
SE
E
SH
EE
T L1
NOTES LEGENDLEGEND
EX. TREES TO BE REMOVED
EX. BENCH TO BE REMOVED (TYP.),
STORE PER CITY DIRECTION
EX. FENCE POST TO BE REMOVED (TYP.)
REMOVE EX. PLAY EQUIPMENT AND
STORE PER CITY DIRECTION;
DEMOLISH FOUNDATIONS (TYP.)
KEY PLAN NORTH
TRENCH FOR UNDERDRAIN (TYP.)
1. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE IN A STATE-APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. CONTRACTOR IS TO PROTECT UTILITIES THAT ARE TO REMAIN, AND REPAIR DAMAGE ACCORDING TO THE APPROPRIATE UTILITY COMPANY STANDARDS AT THE CONTRACTOR'S EXPENSE.
2. ASBESTOS OR HAZARDOUS MATERIALS ARE NOT EXPECTED TO BE ENCOUNTERED AS PART OF THE SITE WORK. IF FOUND, CONTRACTOR SHALL STOP WORK AND NOTIFY OWNER IMMEDIATELY. IF ASBESTOS/
HAZARDOUS MATERIALS ARE ENCOUNTERED SUCH HAZARDS SHALL BE REMOVED BY A LICENSED
HAZARDOUS MATERIALS CONTRACTOR.
3. ALL UTILITY DISCONNECTION, REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE
COORDINATED WITH THE APPROPRIATE UTILITY COMPANY / AGENCY.
4. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL AND OSHA REGULATIONS PRIOR TO
DEMOLITION ACTIVITIES.
4. KLAVON DESIGN IS RESPONSIBLE FOR APPLYING FOR ALL PARENT PERMITS NECESSARY TO INITIATE THE WORK. CONTRACTOR IS RESPONSIBLE FOR PICKING UP ALL PARENT PERMITS AND APPLYING FOR ALL
SUBSEQUENT PERMITS NECESSARY TO COMPLETE THE WORK.
5. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A
LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
6. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC., WHICH MAY OCCUR AS A
RESULT OF CONSTRUCTION.
7. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES AS NEEDED TO MAINTAIN SAFE ACCESS TO THE SITE BY NON-CONSTRUCTION VEHICLES AND PEDESTRIAN TRAFFIC, AND IN ACCORDANCE WITH LOCAL AND/OR STATE REQUIREMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVALS AND COORDINATE WITH LOCAL AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT, AND
LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES.
8. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES IN THE SITE SURVEY TO THE OWNER AND/OR LANDSCAPE ARCHITECT PRIOR TO STARTING ANY WORK.
9. NO TREES SHALL BE REMOVED, NOR VEGETATION DISTURBED, BEYOND THE LIMITS OF CONSTRUCTION
WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE OWNER OR OWNER'S REPRESENTATIVE.
10. ALL PAVEMENT, BASE COURSES, SIDEWALKS, CURBS, ETC. WITHIN THE AREA TO BE DEMOLISHED SHALL BE REMOVED TO FULL DEPTH. EXISTING BASE COURSE MATERIAL MAY BE WORKED INTO THE NEW PAVEMENT
OR BUILDING SUBGRADE PROVIDED THAT GRADATION, CONSISTENCY, COMPACTION, SUBGRADE
CONDITIONS, ETC. ARE IN ACCORDANCE WITH THE SPECIFICATIONS. BASE COURSE MATERIALS SHALL NOT
BE WORKED INTO THE SUBGRADE AREAS TO RECEIVE LANDSCAPING.
11. PROVIDE NEAT, STRAIGHT, FULL DEPTH SAW CUTS OF EXISTING PAVEMENT WHERE INDICATED ALONG LIMITS OF PAVEMENT DEMOLITION. PAVEMENT RESTORATION SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF PITTSBURGH, DEPARTMENT OF MOBILITY AND INFRASTRUCTURE / DEPARTMENT OF PUBLIC WORKS
REQUIREMENTS.
12. TEMPORARY FENCE SHALL BE PROVIDED BY GENERAL CONTRACTOR DURING THE EXTENT OF
CONSTRUCTION. RELOCATION OR SHIFTING OF FENCING IS PERMITTED AS REQUIRED BY THE GENERAL
CONTRACTOR.
13. THE CONTRACTOR SHALL USE SUITABLE METHODS TO CONTROL DUST AND DIRT CAUSED BY THE
DEMOLITION ACTIVITIES.
REMOVED/REPLACED TREE CALIPER
PROJECT-WIDE 225.5"
THIS SHEET 43"
148" 15"
DIAMETER BREAST HEIGHT
(DBH) REMOVED
TREE CALIPER
REPLACED
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CONC
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text 16/2
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
GUY POLE
AutoCAD SHX Text 128694
AutoCAD SHX Text 36"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
NEW SAPLINGS
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
THORNTON STREET
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
WEDGE CURB
AutoCAD SHX Text
WEDGE CURB
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
MAG#8
AutoCAD SHX Text
UP SL37195
AutoCAD SHX Text
W/LIGHT
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
MH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text 15"
AutoCAD SHX Text 15"
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text 10"
AutoCAD SHX Text 36"
AutoCAD SHX Text 24"
AutoCAD SHX Text 18"
AutoCAD SHX Text
NEW
AutoCAD SHX Text
SAPLING
AutoCAD SHX Text
NEW
AutoCAD SHX Text
SAPLING
AutoCAD SHX Text 15"
AutoCAD SHX Text
MH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
GATE POSTS
AutoCAD SHX Text
STONE PLANTERS
AutoCAD SHX Text
COLLAPSED
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
STONE PLANTERS
AutoCAD SHX Text
WOOD FRAME
AutoCAD SHX Text
AND STONE
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
NEW SAPLINGS
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
STONE PAVERS
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text 24"
AutoCAD SHX Text 30"
AutoCAD SHX Text 18"
AutoCAD SHX Text
NEW
AutoCAD SHX Text
SAPLING
AutoCAD SHX Text
NEW
AutoCAD SHX Text
SAPLING
AutoCAD SHX Text 30"
AutoCAD SHX Text
NEW
AutoCAD SHX Text
SAPLING
AutoCAD SHX Text
NEW
AutoCAD SHX Text
SAPLING
AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 15"
AutoCAD SHX Text
COLLAPSED
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text 10"
AutoCAD SHX Text
NEW
AutoCAD SHX Text
SAPLING
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
MH
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text 15"
AutoCAD SHX Text
NEW
AutoCAD SHX Text
SAPLING
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
STONE
AutoCAD SHX Text
WALL
AutoCAD SHX Text
STONE
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STONE
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STONE
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
GUY POLE
AutoCAD SHX Text 139746
AutoCAD SHX Text 12"
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text 15"
AutoCAD SHX Text
TCP
AutoCAD SHX Text
MH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
MAG#9
AutoCAD SHX Text
MAG#6
AutoCAD SHX Text
MAG#7
AutoCAD SHX Text
UP 128407
AutoCAD SHX Text
W/LIGHT
AutoCAD SHX Text
UP SL01278
AutoCAD SHX Text
W/LIGHT
AutoCAD SHX Text
UP 244/9
AutoCAD SHX Text
UP 406
AutoCAD SHX Text
W/LIGHT
AutoCAD SHX Text
UP 728405
AutoCAD SHX Text
W/LIGHT
AutoCAD SHX Text
UP 128407
AutoCAD SHX Text
UP 84/739
AutoCAD SHX Text
W/LIGHT
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
CONC DITCH
AutoCAD SHX Text
ASPH DITCH
AutoCAD SHX Text
ASPH DITCH
AutoCAD SHX Text
CONC DITCH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
60' 30'-4"
±23'-10"
±7
COMPACTCOMPACTCOMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
15'-4"
'-4
98'
60'
±2 3'
-1 0"
±7'
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
C O
M
PAC
T C
O M
PAC
T
10'
10'
'-4
TREE
PICNIC TABLE ON PAD
PLANT BED
LAWN
LIGHT POLE
PLAY SURFACE
EXISTING FOREST EDGE
EXISTING TREE
FENCE/GATE
BIKE RACK
PARK BENCH; CITY F/1
CONCRETE PAVEMENT
WHEEL STOP
CROSSWALK
WALL
SAWCUT AND PAVEMENT
RESTORATION
BICYCLE SHARROW
PAINTED PEDESTRIAN WALK
YARD HYDRANT
TRASH AND RECYCLING
RECEPTACLES
ENGINEERED
WOOD FIBER
LIMIT OF WORK
LIGHT-DUTY
ASPHALT PAVEMENT
HEAVY-DUTY
ASPHALT PAVEMENT
BOLLARD
COLLAPSIBLE BOLLARD
DETECTABLE WARNING
SURFACE
GUIDERAIL
1. DRAWINGS GENERATED BASED ON SURVEY
PREPARED BY TRI-STATE DESIGN AND
DEVELOPMENT DATED FEBRUARY 8, 2023;
ADDITIONAL SURVEY INFORMATION PROVIDED
ON SEPTEMBER 05, 2023.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS
RESPONSIBLE FOR LOCATING ALL UNDER-
GROUND UTILITIES AND SHALL AVOID DAMAGE
TO ALL UTILITIES DURING INSTALLATION. THE
CONTRACTOR IS RESPONSIBLE FOR REPAIRING
ALL DAMAGE TO UTILITIES, STRUCTURES, SITE
APPURTENANCES, ETC., WHICH MAY OCCUR AS A
RESULT OF CONSTRUCTION.
4. KLAVON DESIGN IS RESPONSIBLE FOR APPLYING
FOR ALL PARENT PERMITS NECESSARY TO
INITIATE THE WORK. CONTRACTOR IS
RESPONSIBLE FOR PICKING UP ALL PARENT
PERMITS AND APPLYING FOR ALL SUBSEQUENT
PERMITS NECESSARY TO COMPLETE THE WORK.
5. INLETS SHALL BE MAINTAINED SO AS NOT TO
ALLOW ANY SEDIMENT OR DEBRIS TO PREVENT
THE FLOW OF WATER INTO THE INLETS. ANY
OBSTRUCTIONS TO THE PIPE SHOULD BE
REMOVED.
6. CONTRACTOR SHALL VERIFY ALL EXISTING
CONDITIONS IN THE FIELD AND REPORT ANY
DISCREPANCIES IN THE SITE SURVEY TO THE
OWNER AND/OR LANDSCAPE ARCHITECT PRIOR
TO STARTING ANY WORK
7. AT ALL LOCATIONS WHERE EXISTING CURBING,
ASPHALT, CONCRETE ROADWAY OR CONCRETE
SIDEWALK ABUT NEW CONSTRUCTION, THE EDGE
OF THE EXISTING CURB OR PAVEMENTS SHALL
BE SAWCUT TO A CLEAN, SMOOTH EDGE.
8. WHERE NEW PAVING OR EARTHWORK MEETS
EXISTING PAVING OR EARTHWORK SMOOTHLY
BLEND LINE AND GRADE OF EXISTING WITH NEW.
9. GENERAL CONTRACTOR TO FINE GRADE ALL
DISTURBED BEDS & PLANTING AREAS IN
PREPARATION FOR LANDSCAPE CONTRACTOR.
10. REFER TO SPECIFICATIONS FOR SITE MATERIAL
SELECTIONS.
L503
L501
L502
L502
L504
L501
L501
L503
L504
L501
L502
SHEET NUMBER
SHEET TITLE
DRAWN BY: ARG
PROJECT
DATE
NOTES
2026.01.15
OWNER
414 Grant Street, Room 301 Pittsburgh, PA 15219
PE
R
M
IT
D O
C U
M
EN
TS
.0 2.
CHECKED BY: RAW
SCALE:
Sheraden Park Phase I Improvements City of Pittsburgh, Allegheny County
PROFESSIONAL SEAL
CIVIL ENGINEER
FAHRINGER, McCARTY, GREY, INC.
1610 GOLDEN MILE HIGHWAY
MONROEVILLE, PA 15146
P 724.327.0599
CONTACT: JON SWERIGEN, RLA
JSWERINGEN@FMGINC.US
ELECTRICAL ENGINEER
SANTANGELO & LINDSAY, INC.
732 THIRD AVENUE, SUITE 102
NEW BRIGHTON, PA 15066
P 724.847.0407
CONTACT: CHRISELLEN LINDSAY, P.E.
CLINDSAY@SANTANGELOLINDSAY.COM
LANDSCAPE ARCHITECT
KLAVON DESIGN ASSOCIATES, INC.
64 S 14TH STREET
PITTSBURGH, PA 15203
P 412.394.1181
CONTACT: RACHELLE WOLF
RWOLF@KLAVONDESIGN.COM
THE GATEWAY ENGINEERS, INC.
100 MCMORRIS ROAD
PITTSBURGH, PA 15205
P 855-634-9284
CONTACT: NATHANIEL S. HAYES, PE
NHAYES@GATEWAYENGINEERS.COM
GEOTECH ENGINEER
1"=20'
Site Materials Plan - Area 1
L1051 L105
SITE MATERIALS PLAN - AREA 1
SCALE: 1" = 20'
NORTH
0' 10' 20' 40'
GRAPHIC SCALE
KEY PLAN NORTH
SEE SHEET L106
(23) WHEEL STOPS
CONCRETE
WALK
10' HT. CHAIN LINK
FENCE AT BASKETBALL
COURT (TYP.)
STANDARD DUTY ASPHALT PICKLEBALL
COURT; INSTALL & PAINT PER
REGULATION PICKLEBALL STANDARDS
6' HT. CHAIN LINK FENCE AT PICKLEBALL
COURT NORTH AND EAST SIDES
TRASH AND RECYCLING
RECEPTACLES
(4) BOLLARDS
SPACED 6' O.C. (MAX.)
PAINTED
CROSSWALK (TYP.)
DRINKING FOUNTAIN; SEE SPEC 129300
CONNECT TO PREVIOUS FOUNTAIN INFRASTRUCTURE
VERIFY FUNCTIONALITY AND REPAIR/REPLACE AS NEEDED
SET ON 4'X4' CONCRETE PAD W/ FOUNDATION PER MFGR.
TRAIL SIGNAGE
BASKETBALL HOOP
(TYP.) CONCRETE PAD FOR
PICNIC TABLE; TO BE
INSTALLED BY CITY (TYP.)
FIELD VERIFY LOCATIONS
L501
L501
LEGEND
LAWN
PLANT BED;
REFER TO
LANDSCAPE
PLANS
PLANT BED;
REFER TO
LANDSCAPE
PLANS
L501
STANDARD DUTY
ASPHALT BASKETBALL
COURT; INSTALL & PAINT
PER REGULATION
STANDARDS
(4) MUSCO LIGHTS
(TYP.); REFER TO
ELECTRICAL
DRAWINGS
LAWN
CITY STREET LIGHT (TYP.);
REFER TO ELECTRICAL
DRAWINGS
BIKE RACK (3 HOOP) 8
L502
'TRAIL SURFACE AGGREGATE' TRAIL
(16) WHEEL STOPS
NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REQUIRED
DEWATERING OF WORK LOCATIONS, NO MATTER WHAT THE SOURCE OF THE WATER.
SOURCES INCLUDE BUT ARE NOT LIMITED TO ACCUMULATED PRECIPITATION,
ENCOUNTERED GROUND WATER, AND VALVE LEAKAGE. REQUIRED PUMPING FALLS
INTO TWO CATEGORIES. THE FIRST 160,000 GALLONS PER 8-HOUR SHIFT (BASED ON
PUMP CAPACITY TIMES HOURS OF OPERATION) ARE TO BE INCLUDED IN THE BASE
BID FOR EACH PROJECT SITE AND NO ADDITIONAL COMPENSATION WILL BE GIVEN.
ADDITIONAL REQUIRED AND APPROVED PUMPING WILL BE PAID FOR UNDER THE
APPROPRIATE PAY ITEM. THE CONTRACTOR IS ADVISED THAT PUMPING MAY BE
NEEDED AND IS TO BE COVERED BY THE APPLICABLE PAY ITEMS. NO PAYMENT
BEYOND PAY ITEMS WILL BE CONSIDERED.
2. ANY…
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