C:Program Files (x86)Common FilesAutodesk ...€¦ · C A L ASSOCIATES Z:\PROJECTS\12900 Jobs\12928\Dwg\12928.dwg, C.131, 2/17/2020 10:04 AM, David Lindner X DRAWING ORIENTATION PROJECT
Client: Senko ConstructionGrandview AvenuePittsburgh, PA 15211
1807.576
Grandview Townhomes511 - 525 Grandview Avenue
Zoning District: Grandview Public Realm 'A'
Eight new single family townhomes:
- Open plan gourmet kitchen, living room/dining room- 2-car garage and bonus room on lower level- Master bedroom suite with master bath, walk-in closet, and balcony- 3 additional bedrooms with private baths and ample closet space- Front patios, and roof decks with paranoramic city views- Optional elevator connecting all four floors plus roof deck
STREET TO BE RESTORED PERDPW RIGHT-OF-WAY PROCEDUREMANUAL
CONCRETE DEEP CURB
40.25' RAD
CONCRETEDEEP CURB
CONCRETEDRIVEWAY
4'HT. WROUGHTIRON FENCE(TYP)
4'HT. WROUGHTIRON FENCE(TYP)
4'HT. WROUGHT IRON FENCE(TYP)
368' RAD
CURB/SIDEWALK
TO REMAINC
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CURB TO BE REPLACED
CONCRETESIDEWALK(4" thick)
CONCRETESIDEWALK(4" thick)
CONCRETESTEPS
UNIT 1SINGLE FAMILY
RESIDENCE22'-4"x48'
UNIT 2SINGLE FAMILY
RESIDENCE22'x48'
UNIT 8SINGLE FAMILY
RESIDENCE24'x48'
UNIT 7SINGLE FAMILY
RESIDENCE24'x48'
UNIT 3SINGLE FAMILY
RESIDENCE22'x48'
UNIT 6SINGLE FAMILY
RESIDENCE24'x42'
UNIT 5SINGLE FAMILY
RESIDENCE24'x42'
UNIT 4SINGLE FAMILY
RESIDENCE22'x46'
STREET TO BERESTORED PERDPW RIGHT-OF-WAYPROCEDUREMANUAL
28"HT. POSTAND RAIL FENCEON TOP OF WALL
5' RAD
5' RAD
4' RAD
3' RAD
3' RAD
5' RAD
1'RAD(TYP)
4 RAD
39.5' RAD
4'x4'CLEARSPACE
4'x4'CLEARSPACE
DECORATIVE SEGMENTAL BLOCKRETAINING WALL-VERSALOC OR EQUAL(TO BE SELECTED BY OWNER)
∆
STREET TO BERESTORED PERDPW RIGHT-OF-WAYPROCEDUREMANUAL
STREET TO BE RESTORED PERDPW RIGHT-OF-WAY PROCEDUREMANUAL
STREET TO BE RESTORED PERDPW RIGHT-OF-WAY PROCEDURE
MANUAL
STREET TOBE
RESTOREDPER DPW
RIGHT-OF-WAYPROCEDURE
MANUAL
CONCRETESTEPS(TYP)
RAILING(SEEARCHITECTURALDRAWINGS)TYP
STAIRS(SEEARCHITECTSDRAWINGS)
MATCHEXISTINGCURB
MATCHEXISTINGCURB
RAILING(SEEARCHITECTURALDRAWINGS)TYP
4' WROUGHT IRON FENCE(TYP)
EXISTING WALLTO BE EXTENDED
(SEE SHEET C.132)
EXISTINGWALL TO BEEXTENDED(SEE SHEETC.132)
EXISTINGWALL TOREMAIN
28"HT. POSTAND RAIL FENCEON TOP OF WALL
DA
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SUED
:
HORZ. SCALE:
ENGINEERING LAND SURVEYORSESTABLISHED 1960
www.hampton-technical.com
Mars Office123 Ridge Road, Suite BValencia, PA 16059PHONE: (724) 625-4544FAX: (724) 625-4549
Corporate OfficeEtna Technical Center35 Wilson Street, Suite 201Pittsburgh, PA 15223PHONE: (412) 781-9660FAX: (412) 781-5904
PROJECT #:
SHEET:
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CLI
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CHECKED BY:DRAWN BY:
CAD FILE:
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Z:\P
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1290
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VERT. SCALE:
19-12928C.1311" = 10' -
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CALL BEFORE YOU DIG!PENNSYLVANIA LAW REQUIRES3 WORKING DAYS NOTICE FOR
CONSTRUCTION PHASE AND 10 WORKINGDAYS IN DESIGN STAGE - STOP CALL
1-800-242-1776
P.O.C.S. SERIAL NUMBERCALL
SYSTEM INC. 20182210957
LOCATION MAP NTS
RID-H
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LP
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WV
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WV
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WV
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LP
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GUY WIRE
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ASPHALT
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n/f ANTHONY CAPPETTA DBV 8668 PG 74 1-N-271
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n/f VISTA GRANDE CONDOMINIUM UNIT OWNERS WITH PERCENTAGE INTEREST DBV 14765 PG 96 1-N-281
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D
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Y
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E
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n/f PAOLO AGOSTINELLI DBV 15073 PG 383 1-N-270
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n/f GERTRUDE DIEHL(LIFE ESTATE) & THOMAS E LINK DBV 12318 PG 103 1-N-268
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M
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M
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M
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1 C.531
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7 C.531
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8 C.531
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9 C.531
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9 C.531
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8 C.531
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GV
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GV
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1 C.531
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1 C.531
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5 C.531
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6'x6' DECK
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6'x6' DECK
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6'x6' DECK
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6'x6' DECK
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6'x6' DECK
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6'x6' DECK
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6'x8' DECK
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6'x8' DECK
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2-CAR GARAGE
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6 C.531
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TP
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11 C.531
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E
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10 C.531
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10 C.531
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S15°08'35"W
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N74°52'17"W
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N15°07'43"E
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N75°22'17"W
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N10°22'43"E
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N75°22'17"W
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N10°16'22"E
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N34°05'32"E
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16.72'
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=30°12'03" CB=S62°37'59"E CL=179.23'
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120.90'
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50.55' TOTAL
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48.98'
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42.33' TOTAL
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5.00'
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95.95' TOTAL
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76.33'
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21.50'
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R=344.00'
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181.32' TOTAL
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10 C.531
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10 C.531
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10 C.531
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10 C.531
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5 C.533
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1.26'
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R/W
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EBOX
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2-CAR GARAGE
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2-CAR GARAGE
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2-CAR GARAGE
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2-CAR GARAGE
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2-CAR GARAGE
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N69°28'36"E
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2-CAR GARAGE
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2-CAR GARAGE
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4 C.531
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4 C.531
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4 C.531
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4 C.531
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6 C.531
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WBOX
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WBOX
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CONCRETE CURB ASPHALT CURB DEPRESSED CURB ASPHALT PAVING CONCRETE WALK LIMIT OF CONSTRUCTION ROAD RESTORATION
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PROPOSED SYMBOL LEGEND
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LAYOUT NOTES 1. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND SHALL CHECK EXISTING GRADES, DIMENSIONS, AND SHALL CHECK EXISTING GRADES, DIMENSIONS, AND CHECK EXISTING GRADES, DIMENSIONS, AND CHECK EXISTING GRADES, DIMENSIONS, AND EXISTING GRADES, DIMENSIONS, AND EXISTING GRADES, DIMENSIONS, AND GRADES, DIMENSIONS, AND GRADES, DIMENSIONS, AND DIMENSIONS, AND DIMENSIONS, AND AND AND INVERTS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE THE FIELD AND REPORT ANY DISCREPANCIES TO THE THE FIELD AND REPORT ANY DISCREPANCIES TO THE FIELD AND REPORT ANY DISCREPANCIES TO THE FIELD AND REPORT ANY DISCREPANCIES TO THE AND REPORT ANY DISCREPANCIES TO THE AND REPORT ANY DISCREPANCIES TO THE REPORT ANY DISCREPANCIES TO THE REPORT ANY DISCREPANCIES TO THE ANY DISCREPANCIES TO THE ANY DISCREPANCIES TO THE DISCREPANCIES TO THE DISCREPANCIES TO THE TO THE TO THE THE THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK. 2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL SHALL VERIFY THE EXACT LOCATION OF ALL SHALL VERIFY THE EXACT LOCATION OF ALL VERIFY THE EXACT LOCATION OF ALL VERIFY THE EXACT LOCATION OF ALL THE EXACT LOCATION OF ALL THE EXACT LOCATION OF ALL EXACT LOCATION OF ALL EXACT LOCATION OF ALL LOCATION OF ALL LOCATION OF ALL OF ALL OF ALL ALL ALL EXISTING UTILITIES, INCLUDING IRRIGATION LINES. TAKE CARE TO UTILITIES, INCLUDING IRRIGATION LINES. TAKE CARE TO UTILITIES, INCLUDING IRRIGATION LINES. TAKE CARE TO INCLUDING IRRIGATION LINES. TAKE CARE TO INCLUDING IRRIGATION LINES. TAKE CARE TO IRRIGATION LINES. TAKE CARE TO IRRIGATION LINES. TAKE CARE TO LINES. TAKE CARE TO LINES. TAKE CARE TO TAKE CARE TO TAKE CARE TO CARE TO CARE TO TO TO PROTECT UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING UTILITIES UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING UTILITIES UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING UTILITIES ARE TO REMAIN. RELOCATE EXISTING UTILITIES ARE TO REMAIN. RELOCATE EXISTING UTILITIES TO REMAIN. RELOCATE EXISTING UTILITIES TO REMAIN. RELOCATE EXISTING UTILITIES REMAIN. RELOCATE EXISTING UTILITIES REMAIN. RELOCATE EXISTING UTILITIES RELOCATE EXISTING UTILITIES RELOCATE EXISTING UTILITIES EXISTING UTILITIES EXISTING UTILITIES UTILITIES UTILITIES AS INDICATED, OR AS NECESSARY FOR CONSTRUCTION. 3. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND TRANSITION BETWEEN EXISTING PAVEMENT AND TRANSITION BETWEEN EXISTING PAVEMENT AND BETWEEN EXISTING PAVEMENT AND BETWEEN EXISTING PAVEMENT AND EXISTING PAVEMENT AND EXISTING PAVEMENT AND PAVEMENT AND PAVEMENT AND AND AND NEW PAVEMENT. FIELD ADJUSTMENT OF FINAL GRADES MAY BE PAVEMENT. FIELD ADJUSTMENT OF FINAL GRADES MAY BE PAVEMENT. FIELD ADJUSTMENT OF FINAL GRADES MAY BE FIELD ADJUSTMENT OF FINAL GRADES MAY BE FIELD ADJUSTMENT OF FINAL GRADES MAY BE ADJUSTMENT OF FINAL GRADES MAY BE ADJUSTMENT OF FINAL GRADES MAY BE OF FINAL GRADES MAY BE OF FINAL GRADES MAY BE FINAL GRADES MAY BE FINAL GRADES MAY BE GRADES MAY BE GRADES MAY BE MAY BE MAY BE BE BE NECESSARY. INSTALL ALL UTILITIES, INCLUDING CONDUITS, PRIOR TO INSTALL ALL UTILITIES, INCLUDING CONDUITS, PRIOR TO INSTALL ALL UTILITIES, INCLUDING CONDUITS, PRIOR TO ALL UTILITIES, INCLUDING CONDUITS, PRIOR TO ALL UTILITIES, INCLUDING CONDUITS, PRIOR TO UTILITIES, INCLUDING CONDUITS, PRIOR TO UTILITIES, INCLUDING CONDUITS, PRIOR TO INCLUDING CONDUITS, PRIOR TO INCLUDING CONDUITS, PRIOR TO CONDUITS, PRIOR TO CONDUITS, PRIOR TO PRIOR TO PRIOR TO TO TO INSTALLATION OF PAVED SURFACES. 4. SITE WORK CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH SITE WORK CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH WORK CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH WORK CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH WALKS AND PADS SHALL HAVE A BROOM FINISH WALKS AND PADS SHALL HAVE A BROOM FINISH AND PADS SHALL HAVE A BROOM FINISH AND PADS SHALL HAVE A BROOM FINISH PADS SHALL HAVE A BROOM FINISH PADS SHALL HAVE A BROOM FINISH SHALL HAVE A BROOM FINISH SHALL HAVE A BROOM FINISH HAVE A BROOM FINISH HAVE A BROOM FINISH A BROOM FINISH A BROOM FINISH BROOM FINISH BROOM FINISH FINISH FINISH TO ALL SURFACES UNLESS OTHERWISE NOTED. 5. ALL DAMAGE TO EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM ALL DAMAGE TO EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM DAMAGE TO EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM DAMAGE TO EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM TO EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM TO EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM PAVEMENT TO REMAIN WHICH RESULTS FROM PAVEMENT TO REMAIN WHICH RESULTS FROM TO REMAIN WHICH RESULTS FROM TO REMAIN WHICH RESULTS FROM REMAIN WHICH RESULTS FROM REMAIN WHICH RESULTS FROM WHICH RESULTS FROM WHICH RESULTS FROM RESULTS FROM RESULTS FROM FROM FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH LIKE CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH LIKE CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH LIKE OPERATIONS SHALL BE REPLACED WITH LIKE OPERATIONS SHALL BE REPLACED WITH LIKE SHALL BE REPLACED WITH LIKE SHALL BE REPLACED WITH LIKE BE REPLACED WITH LIKE BE REPLACED WITH LIKE REPLACED WITH LIKE REPLACED WITH LIKE WITH LIKE WITH LIKE LIKE LIKE MATERIALS AT THE CONTRACTOR'S EXPENSE. 6. SITE DIMENSIONS SHOWN ARE TO THE FACE OF CURB, OR EDGE OF SITE DIMENSIONS SHOWN ARE TO THE FACE OF CURB, OR EDGE OF DIMENSIONS SHOWN ARE TO THE FACE OF CURB, OR EDGE OF DIMENSIONS SHOWN ARE TO THE FACE OF CURB, OR EDGE OF SHOWN ARE TO THE FACE OF CURB, OR EDGE OF SHOWN ARE TO THE FACE OF CURB, OR EDGE OF ARE TO THE FACE OF CURB, OR EDGE OF ARE TO THE FACE OF CURB, OR EDGE OF TO THE FACE OF CURB, OR EDGE OF TO THE FACE OF CURB, OR EDGE OF THE FACE OF CURB, OR EDGE OF THE FACE OF CURB, OR EDGE OF FACE OF CURB, OR EDGE OF FACE OF CURB, OR EDGE OF OF CURB, OR EDGE OF OF CURB, OR EDGE OF CURB, OR EDGE OF CURB, OR EDGE OF OR EDGE OF OR EDGE OF EDGE OF EDGE OF OF OF PAVEMENT UNLESS OTHERWISE NOTED. 7. DIMENSIONS SHOWN ARE FOR CENTER OF SANITARY SEWER MANHOLES, DIMENSIONS SHOWN ARE FOR CENTER OF SANITARY SEWER MANHOLES, SHOWN ARE FOR CENTER OF SANITARY SEWER MANHOLES, SHOWN ARE FOR CENTER OF SANITARY SEWER MANHOLES, ARE FOR CENTER OF SANITARY SEWER MANHOLES, ARE FOR CENTER OF SANITARY SEWER MANHOLES, FOR CENTER OF SANITARY SEWER MANHOLES, FOR CENTER OF SANITARY SEWER MANHOLES, CENTER OF SANITARY SEWER MANHOLES, CENTER OF SANITARY SEWER MANHOLES, OF SANITARY SEWER MANHOLES, OF SANITARY SEWER MANHOLES, SANITARY SEWER MANHOLES, SANITARY SEWER MANHOLES, SEWER MANHOLES, SEWER MANHOLES, MANHOLES, MANHOLES, CENTER OF STORM STRUCTURES AND CENTER AT FACE OF CURB FOR OF STORM STRUCTURES AND CENTER AT FACE OF CURB FOR OF STORM STRUCTURES AND CENTER AT FACE OF CURB FOR STORM STRUCTURES AND CENTER AT FACE OF CURB FOR STORM STRUCTURES AND CENTER AT FACE OF CURB FOR STRUCTURES AND CENTER AT FACE OF CURB FOR STRUCTURES AND CENTER AT FACE OF CURB FOR AND CENTER AT FACE OF CURB FOR AND CENTER AT FACE OF CURB FOR CENTER AT FACE OF CURB FOR CENTER AT FACE OF CURB FOR AT FACE OF CURB FOR AT FACE OF CURB FOR FACE OF CURB FOR FACE OF CURB FOR OF CURB FOR OF CURB FOR CURB FOR CURB FOR FOR FOR CURB INLETS, UNLESS OTHERWISE NOTED. 8. CONTRACTOR SHALL MAINTAIN ONE SET OF AS-BUILT/RECORD CONTRACTOR SHALL MAINTAIN ONE SET OF AS-BUILT/RECORD SHALL MAINTAIN ONE SET OF AS-BUILT/RECORD SHALL MAINTAIN ONE SET OF AS-BUILT/RECORD MAINTAIN ONE SET OF AS-BUILT/RECORD MAINTAIN ONE SET OF AS-BUILT/RECORD ONE SET OF AS-BUILT/RECORD ONE SET OF AS-BUILT/RECORD SET OF AS-BUILT/RECORD SET OF AS-BUILT/RECORD OF AS-BUILT/RECORD OF AS-BUILT/RECORD AS-BUILT/RECORD AS-BUILT/RECORD DRAWINGS ON THE JOB SITE DURING CONSTRUCTION FOR DISTRIBUTION ON THE JOB SITE DURING CONSTRUCTION FOR DISTRIBUTION ON THE JOB SITE DURING CONSTRUCTION FOR DISTRIBUTION THE JOB SITE DURING CONSTRUCTION FOR DISTRIBUTION THE JOB SITE DURING CONSTRUCTION FOR DISTRIBUTION JOB SITE DURING CONSTRUCTION FOR DISTRIBUTION JOB SITE DURING CONSTRUCTION FOR DISTRIBUTION SITE DURING CONSTRUCTION FOR DISTRIBUTION SITE DURING CONSTRUCTION FOR DISTRIBUTION DURING CONSTRUCTION FOR DISTRIBUTION DURING CONSTRUCTION FOR DISTRIBUTION CONSTRUCTION FOR DISTRIBUTION CONSTRUCTION FOR DISTRIBUTION FOR DISTRIBUTION FOR DISTRIBUTION DISTRIBUTION DISTRIBUTION TO THE OWNER AND/OR OWNER'S REPRESENTATIVE UPON COMPLETION. 9. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND DRAWINGS FOR EXACT DIMENSIONS AND DRAWINGS FOR EXACT DIMENSIONS AND FOR EXACT DIMENSIONS AND FOR EXACT DIMENSIONS AND EXACT DIMENSIONS AND EXACT DIMENSIONS AND DIMENSIONS AND DIMENSIONS AND AND AND LOCATIONS OF UTILITY SERVICE ENTRY LOCATIONS AND PRECISE OF UTILITY SERVICE ENTRY LOCATIONS AND PRECISE OF UTILITY SERVICE ENTRY LOCATIONS AND PRECISE UTILITY SERVICE ENTRY LOCATIONS AND PRECISE UTILITY SERVICE ENTRY LOCATIONS AND PRECISE SERVICE ENTRY LOCATIONS AND PRECISE SERVICE ENTRY LOCATIONS AND PRECISE ENTRY LOCATIONS AND PRECISE ENTRY LOCATIONS AND PRECISE LOCATIONS AND PRECISE LOCATIONS AND PRECISE AND PRECISE AND PRECISE PRECISE PRECISE BUILDING DIMENSIONS. 10. THIS SITE LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR THIS SITE LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR SITE LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR SITE LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR IS SPECIFIC TO THE APPROVALS NECESSARY FOR IS SPECIFIC TO THE APPROVALS NECESSARY FOR SPECIFIC TO THE APPROVALS NECESSARY FOR SPECIFIC TO THE APPROVALS NECESSARY FOR TO THE APPROVALS NECESSARY FOR TO THE APPROVALS NECESSARY FOR THE APPROVALS NECESSARY FOR THE APPROVALS NECESSARY FOR APPROVALS NECESSARY FOR APPROVALS NECESSARY FOR NECESSARY FOR NECESSARY FOR FOR FOR THE CONSTRUCTION IN ACCORDANCE WITH THE LOCAL MUNICIPALITY. CONSTRUCTION IN ACCORDANCE WITH THE LOCAL MUNICIPALITY. CONSTRUCTION IN ACCORDANCE WITH THE LOCAL MUNICIPALITY. IN ACCORDANCE WITH THE LOCAL MUNICIPALITY. IN ACCORDANCE WITH THE LOCAL MUNICIPALITY. ACCORDANCE WITH THE LOCAL MUNICIPALITY. ACCORDANCE WITH THE LOCAL MUNICIPALITY. WITH THE LOCAL MUNICIPALITY. WITH THE LOCAL MUNICIPALITY. THE LOCAL MUNICIPALITY. THE LOCAL MUNICIPALITY. LOCAL MUNICIPALITY. LOCAL MUNICIPALITY. MUNICIPALITY. MUNICIPALITY. NO CHANGES TO THE SITE LAYOUT ARE ALLOWED WITHOUT THE CHANGES TO THE SITE LAYOUT ARE ALLOWED WITHOUT THE CHANGES TO THE SITE LAYOUT ARE ALLOWED WITHOUT THE TO THE SITE LAYOUT ARE ALLOWED WITHOUT THE TO THE SITE LAYOUT ARE ALLOWED WITHOUT THE THE SITE LAYOUT ARE ALLOWED WITHOUT THE THE SITE LAYOUT ARE ALLOWED WITHOUT THE SITE LAYOUT ARE ALLOWED WITHOUT THE SITE LAYOUT ARE ALLOWED WITHOUT THE LAYOUT ARE ALLOWED WITHOUT THE LAYOUT ARE ALLOWED WITHOUT THE ARE ALLOWED WITHOUT THE ARE ALLOWED WITHOUT THE ALLOWED WITHOUT THE ALLOWED WITHOUT THE WITHOUT THE WITHOUT THE THE THE WRITTEN APPROVAL OF THE ENGINEER. CHANGES MADE TO THE SITE APPROVAL OF THE ENGINEER. CHANGES MADE TO THE SITE APPROVAL OF THE ENGINEER. CHANGES MADE TO THE SITE OF THE ENGINEER. CHANGES MADE TO THE SITE OF THE ENGINEER. CHANGES MADE TO THE SITE THE ENGINEER. CHANGES MADE TO THE SITE THE ENGINEER. CHANGES MADE TO THE SITE ENGINEER. CHANGES MADE TO THE SITE ENGINEER. CHANGES MADE TO THE SITE CHANGES MADE TO THE SITE CHANGES MADE TO THE SITE MADE TO THE SITE MADE TO THE SITE TO THE SITE TO THE SITE THE SITE THE SITE SITE SITE LAYOUT WITHOUT APPROVAL ARE SOLELY THE RESPONSIBILITY OF THE WITHOUT APPROVAL ARE SOLELY THE RESPONSIBILITY OF THE WITHOUT APPROVAL ARE SOLELY THE RESPONSIBILITY OF THE APPROVAL ARE SOLELY THE RESPONSIBILITY OF THE APPROVAL ARE SOLELY THE RESPONSIBILITY OF THE ARE SOLELY THE RESPONSIBILITY OF THE ARE SOLELY THE RESPONSIBILITY OF THE SOLELY THE RESPONSIBILITY OF THE SOLELY THE RESPONSIBILITY OF THE THE RESPONSIBILITY OF THE THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE OF THE OF THE THE THE CONTRACTOR. CHANGES INCLUDE BUT ARE NOT LIMITED TO, INCREASED CHANGES INCLUDE BUT ARE NOT LIMITED TO, INCREASED CHANGES INCLUDE BUT ARE NOT LIMITED TO, INCREASED INCLUDE BUT ARE NOT LIMITED TO, INCREASED INCLUDE BUT ARE NOT LIMITED TO, INCREASED BUT ARE NOT LIMITED TO, INCREASED BUT ARE NOT LIMITED TO, INCREASED ARE NOT LIMITED TO, INCREASED ARE NOT LIMITED TO, INCREASED NOT LIMITED TO, INCREASED NOT LIMITED TO, INCREASED LIMITED TO, INCREASED LIMITED TO, INCREASED TO, INCREASED TO, INCREASED INCREASED INCREASED IMPERVIOUS PAVEMENT, ADDITION / DELETION OF PARKING SPACES, PAVEMENT, ADDITION / DELETION OF PARKING SPACES, PAVEMENT, ADDITION / DELETION OF PARKING SPACES, ADDITION / DELETION OF PARKING SPACES, ADDITION / DELETION OF PARKING SPACES, / DELETION OF PARKING SPACES, / DELETION OF PARKING SPACES, DELETION OF PARKING SPACES, DELETION OF PARKING SPACES, OF PARKING SPACES, OF PARKING SPACES, PARKING SPACES, PARKING SPACES, SPACES, SPACES, MOVEMENT OF CURB LINES, CHANGES TO DRAINAGE PATTERNS AND OF CURB LINES, CHANGES TO DRAINAGE PATTERNS AND OF CURB LINES, CHANGES TO DRAINAGE PATTERNS AND CURB LINES, CHANGES TO DRAINAGE PATTERNS AND CURB LINES, CHANGES TO DRAINAGE PATTERNS AND LINES, CHANGES TO DRAINAGE PATTERNS AND LINES, CHANGES TO DRAINAGE PATTERNS AND CHANGES TO DRAINAGE PATTERNS AND CHANGES TO DRAINAGE PATTERNS AND TO DRAINAGE PATTERNS AND TO DRAINAGE PATTERNS AND DRAINAGE PATTERNS AND DRAINAGE PATTERNS AND PATTERNS AND PATTERNS AND AND AND STRUCTURES. LANDSCAPING, ETC.
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WV
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OVERHEAD ELECTRIC LINE UNDERGROUND ELECTRIC UTILITY POLE GUIDE POLE ELECTRIC METER LIGHT POLE GAS LINE GAS VALVE GAS MARKER GAS METER WATER LINE WATER VALVE HYDRANT WATER BOX
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UP
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Y
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FH
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CO
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STP
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EW
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GM
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GP
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EBOX
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LP
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LEGEND
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COMBINATION SEWER SANITARY MANHOLE CLEANOUT MANHOLE STORM SEWER STORM MANHOLE CATCH BASIN END WALL COMMUNICATION MANHOLE COMMUNICATION BOX COMMUNICATION VAULT EDGE OF PAVEMENT STEPS SURVEY MARKERS SURVEY WORK POINT NAIL
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WBOX
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FLOOD INFORMATION
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ZONE X
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PER FEMA FLOOD HAZARD MAP NUMBER 42003C0342H EFFECTIVE DATE: SEPT. 26, 2014. COMMUNITY NUMBER 420063 CITY OF PITTSBURGH, ALLEGHENY COUNTY, PENNSYLVANIA
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Areas determined to be outside the 0.2% annual chance floodplain.
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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5
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40
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PLAN
GRANDVIEW AVE - 50'
ME
RR
IMA
C S
T - 5
0'
UNIT 1SINGLE FAMILY
RESIDENCE22'-4"x48'
UNIT 2SINGLE FAMILY
RESIDENCE22'x48'
UNIT 8SINGLE FAMILY
RESIDENCE24'x48'
UNIT 7SINGLE FAMILY
RESIDENCE24'x48'
UNIT 3SINGLE FAMILY
RESIDENCE22'x48'
UNIT 6SINGLE FAMILY
RESIDENCE24'x42'
UNIT 5SINGLE FAMILY
RESIDENCE24'x42'
UNIT 4SINGLE FAMILY
RESIDENCE22'x46'
BASEMENTFF
1106.00'BASEMENT
FF1107.33'
BASEMENTFF
1108.67'
BASEMENTFF
1110.00' BASEMENTFF
1111.33'
BASEMENTFF
1112.67'
BASEMENTFF
1117.67'
BASEMENTFF
1119.67'
FF1115.33'
FF1116.67'
FF1118.00'
FF1119.33'
FF1120.67'
FF1122.00'
FF1127.00'
FF1129.00'
6.15%
4.16%
6.25%
5.57%
5.75%
2.58%
+111
9.67'
+ 1121.34'
+ 11
17.67
'
1119.34'+
1117.17'+
+ 1128.50'
1128
.38' +
+ 11
23.38
'
+ 1123.02'
+ 11
22.28
'
1118.84'++ 1118.84'
1118.74' TOP+
+ 1121.32'
1118.74'TOP+
+ 11
12.67
'1112.51'+
+ 11
11.33
'
+ 1111.99'
7.3% 6.0%
1111.17'+
+ 1110.60'
7.1%
6.7%
1112.50'+
1112.50'+
1109.84'+
2.9%
2.4%
+ 1109.37'
7.8%
7.9%
3.0%
3.1%
1108.51'+
+ 1107.99'
7.6%
7.9%
3.3%
1107.17'+
+ 1106.63'
7.1%
7.6%
1.2%
1105.84'+
1106.44'+
+ 1105.74'1.5%
1.97%10.57%
1111.66'+
3.7%
0.95%
8.7%
+ 1106.23'
6.3%
+ 1107.61'
6.0%
+ 1108.97'
6.0%
+ 1110.20'6.0%
2.0%
2.0%2.0
%
2.0%
+ 1111.75'
1111.00'+
+ 1114.83'
+1114.53'
+ TW: 1119.0' BW: 1119.0'
+ 1116.17'
+1115.87'
+ 11
17.50
'
+1117.20'
+ 11
18.83
'
+1118.53'
+ 1120.17'
+1119.87'
+ 1121.50'
+1121.31'
1117.50'++ 1117.50'
1117.40' TOP+
1121.14+
1119.27'+
+ 11
21.38
'
TW 1126.50' BW 1119.00'+
1.37%
2.65%
2.0%
3.0%
1117.75'+
+ 11
18.37
'3.1
%
1116.54'+
2.42%
1115.49'+
3.38%
3.87%
1114.50'+1113.49'
+
3.21%
+ 11
10.00
'
+ 11
08.67
'+ 11
07.33
'+ 11
06.00
'
1112.57'+6.33%
1104.77' LP
1105
1106
1108
1109
1110
1111
1112
1107
1114
1115 1116
1117
1118
1118
1113
1104.82
1106.57
DK: 1126.84
TW: 1119.5'BW: 1117.5'
1107.47
DK: 1128.84
TW: 1128.38'BW: 1118.84'
TW: 1126.38'BW: 1117.50'
TW: 1123.14BW: 1121.32
+ 11
17.03
'+ 11
16.20
'
+ 11
15.37
'+ 11
14.03
'
1122.10'
1117.40'
1126.50'
1126.38'
+ 11
19.81
'
6.09%6.22%
7.12%6.01%
6.72%6.31%
TC 1113.03'BC 1112.78'+
TC 1114.39'BC 1113.81'+ TC 1115.38'
BC 1114.80'+
TC 1116.43'BC 1115.85'+
TC 1117.64'BC 1117.06'+
TC 1119.16'BC 1118.58'+
TC 1121.03'BC 1120.45'
+
TC 1122.91'BC 1122.33'+ TC 1123.26'
BC 1122.81'+
TC 1122.61'BC 1122.03'
+
TC: 1120.36'BC: 1120.03'
TC: 1122.76'BC: 1122.18'
+ 11
22.87
'
TC 1104.87'BC 1104.29'
+
TC 1104.94'BC 1104.78'
+
TC 1106.69'BC 1106.53'
+
TC 1107.47'BC 1106.89'
+
TC 1110.36'BC 1109.78'
+
TC 1108.99'BC 1108.41'
+
TC: 1123.05'BC: 1121.72'
TC: 1120.91'BC: 1120.58'
TC: 1119.26'BC: 1118.93'
TC 1111.28'BC 1111.12'
+
1.98%
1107.59
TC 1107.85BC 1107.27'
+
1107.96
TC 1103.78'BC 1103.70'
+
1103.62±MATCHEXISTINGGRADE
MATCHEXISTINGGRADE
MATCHEXISTINGGRADE
MATCHEXISTINGGRADE
1123.61+
15.91
%
7.11%
6.78%
12.13
%
1120.89'+
+ 1119.77'
+ 1119.71'
1120.84'+
14.95
%
13.22
%1.7
9%
1.81%
12.85
%
16.18
%1.8
1%
1.90%
+ 1121.24'
1123.56+
1123.02±
TC 1113.31'BC 1112.75'
PR TW: XXXX.XX
PR BW: XXXX.XX
DK: XXXX.XX
DA
TE IS
SUED
:
HORZ. SCALE:
ENGINEERING LAND SURVEYORSESTABLISHED 1960
www.hampton-technical.com
Mars Office123 Ridge Road, Suite BValencia, PA 16059PHONE: (724) 625-4544FAX: (724) 625-4549
Corporate OfficeEtna Technical Center35 Wilson Street, Suite 201Pittsburgh, PA 15223PHONE: (412) 781-9660FAX: (412) 781-5904
PROJECT #:
SHEET:
PRO
JEC
T TI
TLE:
CLI
ENT
AD
DR
ESS:
CHECKED BY:DRAWN BY:
CAD FILE:
HAMP
TON TE CHNI CAL
AS S OC I ATE S
Z:\P
ROJE
CTS\
1290
0 Job
s\129
28\D
wg\12
928.d
wg, C
.141,
2/17/2
020 1
0:05 A
M, D
avid
Lindn
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X
DRAWING ORIENTATION
PRO
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T LO
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N:
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ATU
S:
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ISIO
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NO
.D
ESC
RIP
TIO
ND
ATE
OF
VERT. SCALE:
19-12928C.1411" = 10' -
18-129298.dwg
DKL CMS
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LOCATION MAP NTS
RID-H
GPRA
R2-H
P
SITE
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ASPHALT
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n/f ANTHONY CAPPETTA DBV 8668 PG 74 1-N-271
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n/f VISTA GRANDE CONDOMINIUM UNIT OWNERS WITH PERCENTAGE INTEREST DBV 14765 PG 96 1-N-281
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n/f PAOLO AGOSTINELLI DBV 15073 PG 383 1-N-270
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6'x6' DECK
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6'x6' DECK
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6'x6' DECK
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6'x6' DECK
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6'x6' DECK
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6'x6' DECK
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6'x8' DECK
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6'x8' DECK
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2-CAR GARAGE
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Ex tw: 1116.96 Ex bw: 1111.48
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Ex tw: 1118.28 Ex bw: 1111.47
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R/W
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2-CAR GARAGE
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2-CAR GARAGE
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2-CAR GARAGE
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2-CAR GARAGE
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2-CAR GARAGE
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2-CAR GARAGE
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2-CAR GARAGE
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GRADING NOTES 1. EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND INCLUDE CLEARING AND GRUBBING, STRIPPING AND INCLUDE CLEARING AND GRUBBING, STRIPPING AND CLEARING AND GRUBBING, STRIPPING AND CLEARING AND GRUBBING, STRIPPING AND AND GRUBBING, STRIPPING AND AND GRUBBING, STRIPPING AND GRUBBING, STRIPPING AND GRUBBING, STRIPPING AND STRIPPING AND STRIPPING AND AND AND STOCKPILING TOPSOIL, MASS GRADING. EXCAVATION. FILLING, UNDER TOPSOIL, MASS GRADING. EXCAVATION. FILLING, UNDER TOPSOIL, MASS GRADING. EXCAVATION. FILLING, UNDER MASS GRADING. EXCAVATION. FILLING, UNDER MASS GRADING. EXCAVATION. FILLING, UNDER GRADING. EXCAVATION. FILLING, UNDER GRADING. EXCAVATION. FILLING, UNDER EXCAVATION. FILLING, UNDER EXCAVATION. FILLING, UNDER FILLING, UNDER FILLING, UNDER UNDER UNDER CUT AND REPLACEMENT, IF REQUIRED, AND COMPACTION. 2. THE CONTRACTOR SHALL UNDERCUT AND REMOVE POOR, UNSUITABLE, THE CONTRACTOR SHALL UNDERCUT AND REMOVE POOR, UNSUITABLE, CONTRACTOR SHALL UNDERCUT AND REMOVE POOR, UNSUITABLE, CONTRACTOR SHALL UNDERCUT AND REMOVE POOR, UNSUITABLE, SHALL UNDERCUT AND REMOVE POOR, UNSUITABLE, SHALL UNDERCUT AND REMOVE POOR, UNSUITABLE, UNDERCUT AND REMOVE POOR, UNSUITABLE, UNDERCUT AND REMOVE POOR, UNSUITABLE, AND REMOVE POOR, UNSUITABLE, AND REMOVE POOR, UNSUITABLE, REMOVE POOR, UNSUITABLE, REMOVE POOR, UNSUITABLE, POOR, UNSUITABLE, POOR, UNSUITABLE, UNSUITABLE, UNSUITABLE, OR DELETERIOUS MATERIALS PRESENT THE SITE AND REPLACED WITH DELETERIOUS MATERIALS PRESENT THE SITE AND REPLACED WITH DELETERIOUS MATERIALS PRESENT THE SITE AND REPLACED WITH MATERIALS PRESENT THE SITE AND REPLACED WITH MATERIALS PRESENT THE SITE AND REPLACED WITH PRESENT THE SITE AND REPLACED WITH PRESENT THE SITE AND REPLACED WITH THE SITE AND REPLACED WITH THE SITE AND REPLACED WITH SITE AND REPLACED WITH SITE AND REPLACED WITH AND REPLACED WITH AND REPLACED WITH REPLACED WITH REPLACED WITH WITH WITH SUITABLE MATERIAL AND COMPACT AS RECOMMENDED BY THE MATERIAL AND COMPACT AS RECOMMENDED BY THE MATERIAL AND COMPACT AS RECOMMENDED BY THE AND COMPACT AS RECOMMENDED BY THE AND COMPACT AS RECOMMENDED BY THE COMPACT AS RECOMMENDED BY THE COMPACT AS RECOMMENDED BY THE AS RECOMMENDED BY THE AS RECOMMENDED BY THE RECOMMENDED BY THE RECOMMENDED BY THE BY THE BY THE THE THE GEOTECHNICAL REPORT. 3. ALL AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH ALL AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH PAVED SHALL BE STABILIZED IN ACCORDANCE WITH PAVED SHALL BE STABILIZED IN ACCORDANCE WITH SHALL BE STABILIZED IN ACCORDANCE WITH SHALL BE STABILIZED IN ACCORDANCE WITH BE STABILIZED IN ACCORDANCE WITH BE STABILIZED IN ACCORDANCE WITH STABILIZED IN ACCORDANCE WITH STABILIZED IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH THE EROSION AND SEDIMENTATION CONTROL PLAN, UNLESS NOTED EROSION AND SEDIMENTATION CONTROL PLAN, UNLESS NOTED EROSION AND SEDIMENTATION CONTROL PLAN, UNLESS NOTED AND SEDIMENTATION CONTROL PLAN, UNLESS NOTED AND SEDIMENTATION CONTROL PLAN, UNLESS NOTED SEDIMENTATION CONTROL PLAN, UNLESS NOTED SEDIMENTATION CONTROL PLAN, UNLESS NOTED CONTROL PLAN, UNLESS NOTED CONTROL PLAN, UNLESS NOTED PLAN, UNLESS NOTED PLAN, UNLESS NOTED UNLESS NOTED UNLESS NOTED NOTED NOTED OTHERWISE. 4. ALL EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE ALL EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE MATERIALS SHALL BECOME THE PROPERTY OF THE MATERIALS SHALL BECOME THE PROPERTY OF THE SHALL BECOME THE PROPERTY OF THE SHALL BECOME THE PROPERTY OF THE BECOME THE PROPERTY OF THE BECOME THE PROPERTY OF THE THE PROPERTY OF THE THE PROPERTY OF THE PROPERTY OF THE PROPERTY OF THE OF THE OF THE THE THE CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED OTHERWISE DESIGNATED AND SHALL BE REMOVED OTHERWISE DESIGNATED AND SHALL BE REMOVED DESIGNATED AND SHALL BE REMOVED DESIGNATED AND SHALL BE REMOVED AND SHALL BE REMOVED AND SHALL BE REMOVED SHALL BE REMOVED SHALL BE REMOVED BE REMOVED BE REMOVED REMOVED REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL AND DISPOSED OF OFFSITE AT NO ADDITIONAL AND DISPOSED OF OFFSITE AT NO ADDITIONAL DISPOSED OF OFFSITE AT NO ADDITIONAL DISPOSED OF OFFSITE AT NO ADDITIONAL OF OFFSITE AT NO ADDITIONAL OF OFFSITE AT NO ADDITIONAL OFFSITE AT NO ADDITIONAL OFFSITE AT NO ADDITIONAL AT NO ADDITIONAL AT NO ADDITIONAL NO ADDITIONAL NO ADDITIONAL ADDITIONAL ADDITIONAL COST TO THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE TO THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE TO THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE IN ACCORDANCE WITH ALL LOCAL AND STATE IN ACCORDANCE WITH ALL LOCAL AND STATE ACCORDANCE WITH ALL LOCAL AND STATE ACCORDANCE WITH ALL LOCAL AND STATE WITH ALL LOCAL AND STATE WITH ALL LOCAL AND STATE ALL LOCAL AND STATE ALL LOCAL AND STATE LOCAL AND STATE LOCAL AND STATE AND STATE AND STATE STATE STATE CODES AND PERMIT REQUIREMENTS. 5. BUILDING FOUNDATION DESIGN WAS PREPARED BY OTHERS. INSTALL IN BUILDING FOUNDATION DESIGN WAS PREPARED BY OTHERS. INSTALL IN FOUNDATION DESIGN WAS PREPARED BY OTHERS. INSTALL IN FOUNDATION DESIGN WAS PREPARED BY OTHERS. INSTALL IN DESIGN WAS PREPARED BY OTHERS. INSTALL IN DESIGN WAS PREPARED BY OTHERS. INSTALL IN WAS PREPARED BY OTHERS. INSTALL IN WAS PREPARED BY OTHERS. INSTALL IN PREPARED BY OTHERS. INSTALL IN PREPARED BY OTHERS. INSTALL IN BY OTHERS. INSTALL IN BY OTHERS. INSTALL IN OTHERS. INSTALL IN OTHERS. INSTALL IN INSTALL IN INSTALL IN IN IN ACCORDANCE WITH PLANS AND DETAILS PREPARED BY OTHERS. 6. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION IS SPECIFICALLY CAUTIONED THAT THE LOCATION IS SPECIFICALLY CAUTIONED THAT THE LOCATION SPECIFICALLY CAUTIONED THAT THE LOCATION SPECIFICALLY CAUTIONED THAT THE LOCATION CAUTIONED THAT THE LOCATION CAUTIONED THAT THE LOCATION THAT THE LOCATION THAT THE LOCATION THE LOCATION THE LOCATION LOCATION LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE OF EXISTING UTILITIES AS SHOWN ON THESE OF EXISTING UTILITIES AS SHOWN ON THESE EXISTING UTILITIES AS SHOWN ON THESE EXISTING UTILITIES AS SHOWN ON THESE UTILITIES AS SHOWN ON THESE UTILITIES AS SHOWN ON THESE AS SHOWN ON THESE AS SHOWN ON THESE SHOWN ON THESE SHOWN ON THESE ON THESE ON THESE THESE THESE PLANS ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND, ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND, ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND, BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND, BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND, ON RECORDS OF VARIOUS UTILITY COMPANIES AND, ON RECORDS OF VARIOUS UTILITY COMPANIES AND, RECORDS OF VARIOUS UTILITY COMPANIES AND, RECORDS OF VARIOUS UTILITY COMPANIES AND, OF VARIOUS UTILITY COMPANIES AND, OF VARIOUS UTILITY COMPANIES AND, VARIOUS UTILITY COMPANIES AND, VARIOUS UTILITY COMPANIES AND, UTILITY COMPANIES AND, UTILITY COMPANIES AND, COMPANIES AND, COMPANIES AND, AND, AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE MEASUREMENTS TAKEN IN THE FIELD. THE MEASUREMENTS TAKEN IN THE FIELD. THE TAKEN IN THE FIELD. THE TAKEN IN THE FIELD. THE IN THE FIELD. THE IN THE FIELD. THE THE FIELD. THE THE FIELD. THE FIELD. THE FIELD. THE THE THE THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR IS NOT TO BE RELIED ON AS BEING EXACT OR IS NOT TO BE RELIED ON AS BEING EXACT OR NOT TO BE RELIED ON AS BEING EXACT OR NOT TO BE RELIED ON AS BEING EXACT OR TO BE RELIED ON AS BEING EXACT OR TO BE RELIED ON AS BEING EXACT OR BE RELIED ON AS BEING EXACT OR BE RELIED ON AS BEING EXACT OR RELIED ON AS BEING EXACT OR RELIED ON AS BEING EXACT OR ON AS BEING EXACT OR ON AS BEING EXACT OR AS BEING EXACT OR AS BEING EXACT OR BEING EXACT OR BEING EXACT OR EXACT OR EXACT OR OR OR COMPLETE. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SHALL COMPLY WITH ALL APPLICABLE SHALL COMPLY WITH ALL APPLICABLE COMPLY WITH ALL APPLICABLE COMPLY WITH ALL APPLICABLE WITH ALL APPLICABLE WITH ALL APPLICABLE ALL APPLICABLE ALL APPLICABLE APPLICABLE APPLICABLE REGULATIONS OF ACT 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR OF ACT 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR OF ACT 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR ACT 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR ACT 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR NOTIFICATION OF PUBLIC UTILITIES PRIOR NOTIFICATION OF PUBLIC UTILITIES PRIOR OF PUBLIC UTILITIES PRIOR OF PUBLIC UTILITIES PRIOR PUBLIC UTILITIES PRIOR PUBLIC UTILITIES PRIOR UTILITIES PRIOR UTILITIES PRIOR PRIOR PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY SHALL BE THE CONTRACTOR'S RESPONSIBILITY SHALL BE THE CONTRACTOR'S RESPONSIBILITY BE THE CONTRACTOR'S RESPONSIBILITY BE THE CONTRACTOR'S RESPONSIBILITY THE CONTRACTOR'S RESPONSIBILITY THE CONTRACTOR'S RESPONSIBILITY CONTRACTOR'S RESPONSIBILITY CONTRACTOR'S RESPONSIBILITY RESPONSIBILITY RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY FIELD VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY FIELD VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY THE EXACT LOCATION AND DEPTH OF ALL UTILITY THE EXACT LOCATION AND DEPTH OF ALL UTILITY EXACT LOCATION AND DEPTH OF ALL UTILITY EXACT LOCATION AND DEPTH OF ALL UTILITY LOCATION AND DEPTH OF ALL UTILITY LOCATION AND DEPTH OF ALL UTILITY AND DEPTH OF ALL UTILITY AND DEPTH OF ALL UTILITY DEPTH OF ALL UTILITY DEPTH OF ALL UTILITY OF ALL UTILITY OF ALL UTILITY ALL UTILITY ALL UTILITY UTILITY UTILITY LINES PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 7. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM SHALL ASSURE POSITIVE DRAINAGE AWAY FROM SHALL ASSURE POSITIVE DRAINAGE AWAY FROM ASSURE POSITIVE DRAINAGE AWAY FROM ASSURE POSITIVE DRAINAGE AWAY FROM POSITIVE DRAINAGE AWAY FROM POSITIVE DRAINAGE AWAY FROM DRAINAGE AWAY FROM DRAINAGE AWAY FROM AWAY FROM AWAY FROM FROM FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. ALL AREAS OF THE FOR ALL NATURAL AND PAVED AREAS. ALL AREAS OF THE FOR ALL NATURAL AND PAVED AREAS. ALL AREAS OF THE ALL NATURAL AND PAVED AREAS. ALL AREAS OF THE ALL NATURAL AND PAVED AREAS. ALL AREAS OF THE NATURAL AND PAVED AREAS. ALL AREAS OF THE NATURAL AND PAVED AREAS. ALL AREAS OF THE AND PAVED AREAS. ALL AREAS OF THE AND PAVED AREAS. ALL AREAS OF THE PAVED AREAS. ALL AREAS OF THE PAVED AREAS. ALL AREAS OF THE AREAS. ALL AREAS OF THE AREAS. ALL AREAS OF THE ALL AREAS OF THE ALL AREAS OF THE ALL AREAS OF THE AREAS OF THE AREAS OF THE OF THE OF THE THE THE SITE MUST BE GRADED TO MAINTAIN POSITIVE DRAINAGE TO A MUST BE GRADED TO MAINTAIN POSITIVE DRAINAGE TO A MUST BE GRADED TO MAINTAIN POSITIVE DRAINAGE TO A BE GRADED TO MAINTAIN POSITIVE DRAINAGE TO A BE GRADED TO MAINTAIN POSITIVE DRAINAGE TO A GRADED TO MAINTAIN POSITIVE DRAINAGE TO A GRADED TO MAINTAIN POSITIVE DRAINAGE TO A TO MAINTAIN POSITIVE DRAINAGE TO A TO MAINTAIN POSITIVE DRAINAGE TO A MAINTAIN POSITIVE DRAINAGE TO A MAINTAIN POSITIVE DRAINAGE TO A POSITIVE DRAINAGE TO A POSITIVE DRAINAGE TO A DRAINAGE TO A DRAINAGE TO A TO A TO A A A STORMWATER COLLECTION FACILITY, ANY LOCALIZED DEPRESSIONS COLLECTION FACILITY, ANY LOCALIZED DEPRESSIONS COLLECTION FACILITY, ANY LOCALIZED DEPRESSIONS FACILITY, ANY LOCALIZED DEPRESSIONS FACILITY, ANY LOCALIZED DEPRESSIONS ANY LOCALIZED DEPRESSIONS ANY LOCALIZED DEPRESSIONS LOCALIZED DEPRESSIONS LOCALIZED DEPRESSIONS DEPRESSIONS DEPRESSIONS WITHIN PAVED AREAS MUST BE ELIMINATED. 8. ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND ARE REFERENCED TO THE FINISHED GROUND ARE REFERENCED TO THE FINISHED GROUND REFERENCED TO THE FINISHED GROUND REFERENCED TO THE FINISHED GROUND TO THE FINISHED GROUND TO THE FINISHED GROUND THE FINISHED GROUND THE FINISHED GROUND FINISHED GROUND FINISHED GROUND GROUND GROUND SURFACE UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS SHALL ADHERE TO ALL TERMS AND CONDITIONS AS SHALL ADHERE TO ALL TERMS AND CONDITIONS AS ADHERE TO ALL TERMS AND CONDITIONS AS ADHERE TO ALL TERMS AND CONDITIONS AS TO ALL TERMS AND CONDITIONS AS TO ALL TERMS AND CONDITIONS AS ALL TERMS AND CONDITIONS AS ALL TERMS AND CONDITIONS AS TERMS AND CONDITIONS AS TERMS AND CONDITIONS AS AND CONDITIONS AS AND CONDITIONS AS CONDITIONS AS CONDITIONS AS AS AS OUTLINED IN THE GENERAL NPDES PERMIT FOR STORMWATER IN THE GENERAL NPDES PERMIT FOR STORMWATER IN THE GENERAL NPDES PERMIT FOR STORMWATER THE GENERAL NPDES PERMIT FOR STORMWATER THE GENERAL NPDES PERMIT FOR STORMWATER GENERAL NPDES PERMIT FOR STORMWATER GENERAL NPDES PERMIT FOR STORMWATER NPDES PERMIT FOR STORMWATER NPDES PERMIT FOR STORMWATER PERMIT FOR STORMWATER PERMIT FOR STORMWATER FOR STORMWATER FOR STORMWATER STORMWATER STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. NO EARTH ASSOCIATED WITH CONSTRUCTION ACTIVITIES. NO EARTH ASSOCIATED WITH CONSTRUCTION ACTIVITIES. NO EARTH WITH CONSTRUCTION ACTIVITIES. NO EARTH WITH CONSTRUCTION ACTIVITIES. NO EARTH CONSTRUCTION ACTIVITIES. NO EARTH CONSTRUCTION ACTIVITIES. NO EARTH ACTIVITIES. NO EARTH ACTIVITIES. NO EARTH NO EARTH NO EARTH NO EARTH EARTH EARTH DISTURBANCE MAY OCCUR OUTSIDE THE PERMITTED NPDES BOUNDARY MAY OCCUR OUTSIDE THE PERMITTED NPDES BOUNDARY MAY OCCUR OUTSIDE THE PERMITTED NPDES BOUNDARY OCCUR OUTSIDE THE PERMITTED NPDES BOUNDARY OCCUR OUTSIDE THE PERMITTED NPDES BOUNDARY OUTSIDE THE PERMITTED NPDES BOUNDARY OUTSIDE THE PERMITTED NPDES BOUNDARY THE PERMITTED NPDES BOUNDARY THE PERMITTED NPDES BOUNDARY PERMITTED NPDES BOUNDARY PERMITTED NPDES BOUNDARY NPDES BOUNDARY NPDES BOUNDARY BOUNDARY BOUNDARY LINE. 10. THE CONTRACTOR SHALL APPLY A STABILIZATION FABRIC, OR THE CONTRACTOR SHALL APPLY A STABILIZATION FABRIC, OR CONTRACTOR SHALL APPLY A STABILIZATION FABRIC, OR CONTRACTOR SHALL APPLY A STABILIZATION FABRIC, OR SHALL APPLY A STABILIZATION FABRIC, OR SHALL APPLY A STABILIZATION FABRIC, OR APPLY A STABILIZATION FABRIC, OR APPLY A STABILIZATION FABRIC, OR A STABILIZATION FABRIC, OR A STABILIZATION FABRIC, OR STABILIZATION FABRIC, OR STABILIZATION FABRIC, OR FABRIC, OR FABRIC, OR OR OR EQUIVALENT, TO ALL SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY TO ALL SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY TO ALL SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY ALL SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY ALL SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY STEEPER THAN 3:1 FOR ANY TEMPORARY STEEPER THAN 3:1 FOR ANY TEMPORARY THAN 3:1 FOR ANY TEMPORARY THAN 3:1 FOR ANY TEMPORARY 3:1 FOR ANY TEMPORARY 3:1 FOR ANY TEMPORARY FOR ANY TEMPORARY FOR ANY TEMPORARY ANY TEMPORARY ANY TEMPORARY TEMPORARY TEMPORARY OR PERMANENT CUTS OR FILLS. 11. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL CONTRACTOR SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL CONTRACTOR SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL OBTAIN THE SERVICES OF A GEOTECHNICAL OBTAIN THE SERVICES OF A GEOTECHNICAL THE SERVICES OF A GEOTECHNICAL THE SERVICES OF A GEOTECHNICAL SERVICES OF A GEOTECHNICAL SERVICES OF A GEOTECHNICAL OF A GEOTECHNICAL OF A GEOTECHNICAL A GEOTECHNICAL A GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL ENGINEER AND IMPLEMENT RECOMMENDED CONTROLS NECESSARY FOR AND IMPLEMENT RECOMMENDED CONTROLS NECESSARY FOR AND IMPLEMENT RECOMMENDED CONTROLS NECESSARY FOR IMPLEMENT RECOMMENDED CONTROLS NECESSARY FOR IMPLEMENT RECOMMENDED CONTROLS NECESSARY FOR RECOMMENDED CONTROLS NECESSARY FOR RECOMMENDED CONTROLS NECESSARY FOR CONTROLS NECESSARY FOR CONTROLS NECESSARY FOR NECESSARY FOR NECESSARY FOR FOR FOR THE STABILIZATION OF ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR STABILIZATION OF ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR STABILIZATION OF ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR OF ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR OF ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR CUT SLOPES IN EXCESS OF 2:1 AND/OR CUT SLOPES IN EXCESS OF 2:1 AND/OR SLOPES IN EXCESS OF 2:1 AND/OR SLOPES IN EXCESS OF 2:1 AND/OR IN EXCESS OF 2:1 AND/OR IN EXCESS OF 2:1 AND/OR EXCESS OF 2:1 AND/OR EXCESS OF 2:1 AND/OR OF 2:1 AND/OR OF 2:1 AND/OR 2:1 AND/OR 2:1 AND/OR AND/OR AND/OR FILL SLOPES IN EXCESS OF 3:1. 12. THE CONTRACTOR SHALL PROVIDE THE SITE ENGINEER WITH SIGNED THE CONTRACTOR SHALL PROVIDE THE SITE ENGINEER WITH SIGNED CONTRACTOR SHALL PROVIDE THE SITE ENGINEER WITH SIGNED CONTRACTOR SHALL PROVIDE THE SITE ENGINEER WITH SIGNED SHALL PROVIDE THE SITE ENGINEER WITH SIGNED SHALL PROVIDE THE SITE ENGINEER WITH SIGNED PROVIDE THE SITE ENGINEER WITH SIGNED PROVIDE THE SITE ENGINEER WITH SIGNED THE SITE ENGINEER WITH SIGNED THE SITE ENGINEER WITH SIGNED SITE ENGINEER WITH SIGNED SITE ENGINEER WITH SIGNED ENGINEER WITH SIGNED ENGINEER WITH SIGNED WITH SIGNED WITH SIGNED SIGNED SIGNED AND SEALED DESIGN CALCULATIONS FOR ALL RETAINING WALLS FOR SEALED DESIGN CALCULATIONS FOR ALL RETAINING WALLS FOR SEALED DESIGN CALCULATIONS FOR ALL RETAINING WALLS FOR DESIGN CALCULATIONS FOR ALL RETAINING WALLS FOR DESIGN CALCULATIONS FOR ALL RETAINING WALLS FOR CALCULATIONS FOR ALL RETAINING WALLS FOR CALCULATIONS FOR ALL RETAINING WALLS FOR FOR ALL RETAINING WALLS FOR FOR ALL RETAINING WALLS FOR ALL RETAINING WALLS FOR ALL RETAINING WALLS FOR RETAINING WALLS FOR RETAINING WALLS FOR WALLS FOR WALLS FOR FOR FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 13. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EARTHWORK THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EARTHWORK CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EARTHWORK CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EARTHWORK IS RESPONSIBLE FOR VERIFYING ALL EARTHWORK IS RESPONSIBLE FOR VERIFYING ALL EARTHWORK RESPONSIBLE FOR VERIFYING ALL EARTHWORK RESPONSIBLE FOR VERIFYING ALL EARTHWORK FOR VERIFYING ALL EARTHWORK FOR VERIFYING ALL EARTHWORK VERIFYING ALL EARTHWORK VERIFYING ALL EARTHWORK ALL EARTHWORK ALL EARTHWORK EARTHWORK EARTHWORK VOLUMES PRIOR TO CONSTRUCTION.
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Top of Wall Bottom of Wall Spot Grade
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Existing Legend
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TOP OF WALL BOTTOM OF WALL DECK
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PROPOSED LEGEND
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Ex tw: XXXX.XX
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Ex bw: XXXX.XX
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Ex: XXXX.XX
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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5
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40
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10
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20
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10
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10
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FLOOD INFORMATION
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ZONE X
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PER FEMA FLOOD HAZARD MAP NUMBER 42003C0342H EFFECTIVE DATE: SEPT. 26, 2014. COMMUNITY NUMBER 420063 CITY OF PITTSBURGH, ALLEGHENY COUNTY, PENNSYLVANIA
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Areas determined to be outside the 0.2% annual chance floodplain.
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D
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S
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WV
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OVERHEAD ELECTRIC LINE UNDERGROUND ELECTRIC UTILITY POLE GUIDE POLE ELECTRIC METER LIGHT POLE GAS LINE GAS VALVE GAS MARKER GAS METER WATER LINE WATER VALVE HYDRANT WATER BOX
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UP
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D
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Y
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H
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FH
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CO
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STP
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EW
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GM
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GP
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EBOX
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LP
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GV
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GV
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GM
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SMH
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STMH
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M
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MH
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CB
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T
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TMH
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TELE
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TV
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LEGEND
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COMBINATION SEWER SANITARY MANHOLE CLEANOUT MANHOLE STORM SEWER STORM MANHOLE CATCH BASIN END WALL COMMUNICATION MANHOLE COMMUNICATION BOX COMMUNICATION VAULT EDGE OF PAVEMENT STEPS SURVEY MARKERS SURVEY WORK POINT NAIL
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WBOX
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PLAN
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ME
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UNIT 1
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RESIDENCE
22'-4"x48'
UNIT 2
SINGLE FAMILY
RESIDENCE
22'x48'
UNIT 8
SINGLE FAMILY
RESIDENCE
24'x48'
UNIT 7
SINGLE FAMILY
RESIDENCE
24'x48'
UNIT 3
SINGLE FAMILY
RESIDENCE
22'x48'
UNIT 6
SINGLE FAMILY
RESIDENCE
24'x42'
UNIT 5
SINGLE FAMILY
RESIDENCE
24'x42'
UNIT 4
SINGLE FAMILY
RESIDENCE
22'x46'
LAWN
LAWN(TYP)
LA
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(11)Malus 'Sutyzam' Sugar Tyme-
Sugar Tyme Flowering Crab-
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Inkberry Nigra
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virginiana Pine -
B&B, 6-8' ht.
TREE
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Panicum virgatum
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LOCATION MAP NTS
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ENGINEERING LAND SURVEYORS
ESTABLISHED 1960www.hampton-technical.com
Mars Office123 Ridge Road, Suite BValencia, PA 16059PHONE: (724) 625-4544FAX: (724) 625-4549
Corporate OfficeEtna Technical Center35 Wilson Street, Suite 201Pittsburgh, PA 15223PHONE: (412) 781-9660FAX: (412) 781-5904
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VERT. SCALE:
19-12928
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GRADING NOTES 1. EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND INCLUDE CLEARING AND GRUBBING, STRIPPING AND INCLUDE CLEARING AND GRUBBING, STRIPPING AND CLEARING AND GRUBBING, STRIPPING AND CLEARING AND GRUBBING, STRIPPING AND AND GRUBBING, STRIPPING AND AND GRUBBING, STRIPPING AND GRUBBING, STRIPPING AND GRUBBING, STRIPPING AND STRIPPING AND STRIPPING AND AND AND STOCKPILING TOPSOIL, MASS GRADING. EXCAVATION. FILLING, UNDER TOPSOIL, MASS GRADING. EXCAVATION. FILLING, UNDER TOPSOIL, MASS GRADING. EXCAVATION. FILLING, UNDER MASS GRADING. EXCAVATION. FILLING, UNDER MASS GRADING. EXCAVATION. FILLING, UNDER GRADING. EXCAVATION. FILLING, UNDER GRADING. EXCAVATION. FILLING, UNDER EXCAVATION. FILLING, UNDER EXCAVATION. FILLING, UNDER FILLING, UNDER FILLING, UNDER UNDER UNDER CUT AND REPLACEMENT, IF REQUIRED, AND COMPACTION. 2. THE CONTRACTOR SHALL UNDERCUT AND REMOVE POOR, UNSUITABLE, THE CONTRACTOR SHALL UNDERCUT AND REMOVE POOR, UNSUITABLE, CONTRACTOR SHALL UNDERCUT AND REMOVE POOR, UNSUITABLE, CONTRACTOR SHALL UNDERCUT AND REMOVE POOR, UNSUITABLE, SHALL UNDERCUT AND REMOVE POOR, UNSUITABLE, SHALL UNDERCUT AND REMOVE POOR, UNSUITABLE, UNDERCUT AND REMOVE POOR, UNSUITABLE, UNDERCUT AND REMOVE POOR, UNSUITABLE, AND REMOVE POOR, UNSUITABLE, AND REMOVE POOR, UNSUITABLE, REMOVE POOR, UNSUITABLE, REMOVE POOR, UNSUITABLE, POOR, UNSUITABLE, POOR, UNSUITABLE, UNSUITABLE, UNSUITABLE, OR DELETERIOUS MATERIALS PRESENT THE SITE AND REPLACED WITH DELETERIOUS MATERIALS PRESENT THE SITE AND REPLACED WITH DELETERIOUS MATERIALS PRESENT THE SITE AND REPLACED WITH MATERIALS PRESENT THE SITE AND REPLACED WITH MATERIALS PRESENT THE SITE AND REPLACED WITH PRESENT THE SITE AND REPLACED WITH PRESENT THE SITE AND REPLACED WITH THE SITE AND REPLACED WITH THE SITE AND REPLACED WITH SITE AND REPLACED WITH SITE AND REPLACED WITH AND REPLACED WITH AND REPLACED WITH REPLACED WITH REPLACED WITH WITH WITH SUITABLE MATERIAL AND COMPACT AS RECOMMENDED BY THE MATERIAL AND COMPACT AS RECOMMENDED BY THE MATERIAL AND COMPACT AS RECOMMENDED BY THE AND COMPACT AS RECOMMENDED BY THE AND COMPACT AS RECOMMENDED BY THE COMPACT AS RECOMMENDED BY THE COMPACT AS RECOMMENDED BY THE AS RECOMMENDED BY THE AS RECOMMENDED BY THE RECOMMENDED BY THE RECOMMENDED BY THE BY THE BY THE THE THE GEOTECHNICAL REPORT. 3. ALL AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH ALL AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH PAVED SHALL BE STABILIZED IN ACCORDANCE WITH PAVED SHALL BE STABILIZED IN ACCORDANCE WITH SHALL BE STABILIZED IN ACCORDANCE WITH SHALL BE STABILIZED IN ACCORDANCE WITH BE STABILIZED IN ACCORDANCE WITH BE STABILIZED IN ACCORDANCE WITH STABILIZED IN ACCORDANCE WITH STABILIZED IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH THE EROSION AND SEDIMENTATION CONTROL PLAN, UNLESS NOTED EROSION AND SEDIMENTATION CONTROL PLAN, UNLESS NOTED EROSION AND SEDIMENTATION CONTROL PLAN, UNLESS NOTED AND SEDIMENTATION CONTROL PLAN, UNLESS NOTED AND SEDIMENTATION CONTROL PLAN, UNLESS NOTED SEDIMENTATION CONTROL PLAN, UNLESS NOTED SEDIMENTATION CONTROL PLAN, UNLESS NOTED CONTROL PLAN, UNLESS NOTED CONTROL PLAN, UNLESS NOTED PLAN, UNLESS NOTED PLAN, UNLESS NOTED UNLESS NOTED UNLESS NOTED NOTED NOTED OTHERWISE. 4. ALL EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE ALL EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE MATERIALS SHALL BECOME THE PROPERTY OF THE MATERIALS SHALL BECOME THE PROPERTY OF THE SHALL BECOME THE PROPERTY OF THE SHALL BECOME THE PROPERTY OF THE BECOME THE PROPERTY OF THE BECOME THE PROPERTY OF THE THE PROPERTY OF THE THE PROPERTY OF THE PROPERTY OF THE PROPERTY OF THE OF THE OF THE THE THE CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED OTHERWISE DESIGNATED AND SHALL BE REMOVED OTHERWISE DESIGNATED AND SHALL BE REMOVED DESIGNATED AND SHALL BE REMOVED DESIGNATED AND SHALL BE REMOVED AND SHALL BE REMOVED AND SHALL BE REMOVED SHALL BE REMOVED SHALL BE REMOVED BE REMOVED BE REMOVED REMOVED REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL AND DISPOSED OF OFFSITE AT NO ADDITIONAL AND DISPOSED OF OFFSITE AT NO ADDITIONAL DISPOSED OF OFFSITE AT NO ADDITIONAL DISPOSED OF OFFSITE AT NO ADDITIONAL OF OFFSITE AT NO ADDITIONAL OF OFFSITE AT NO ADDITIONAL OFFSITE AT NO ADDITIONAL OFFSITE AT NO ADDITIONAL AT NO ADDITIONAL AT NO ADDITIONAL NO ADDITIONAL NO ADDITIONAL ADDITIONAL ADDITIONAL COST TO THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE TO THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE TO THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE IN ACCORDANCE WITH ALL LOCAL AND STATE IN ACCORDANCE WITH ALL LOCAL AND STATE ACCORDANCE WITH ALL LOCAL AND STATE ACCORDANCE WITH ALL LOCAL AND STATE WITH ALL LOCAL AND STATE WITH ALL LOCAL AND STATE ALL LOCAL AND STATE ALL LOCAL AND STATE LOCAL AND STATE LOCAL AND STATE AND STATE AND STATE STATE STATE CODES AND PERMIT REQUIREMENTS. 5. BUILDING FOUNDATION DESIGN WAS PREPARED BY OTHERS. INSTALL IN BUILDING FOUNDATION DESIGN WAS PREPARED BY OTHERS. INSTALL IN FOUNDATION DESIGN WAS PREPARED BY OTHERS. INSTALL IN FOUNDATION DESIGN WAS PREPARED BY OTHERS. INSTALL IN DESIGN WAS PREPARED BY OTHERS. INSTALL IN DESIGN WAS PREPARED BY OTHERS. INSTALL IN WAS PREPARED BY OTHERS. INSTALL IN WAS PREPARED BY OTHERS. INSTALL IN PREPARED BY OTHERS. INSTALL IN PREPARED BY OTHERS. INSTALL IN BY OTHERS. INSTALL IN BY OTHERS. INSTALL IN OTHERS. INSTALL IN OTHERS. INSTALL IN INSTALL IN INSTALL IN IN IN ACCORDANCE WITH PLANS AND DETAILS PREPARED BY OTHERS. 6. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION IS SPECIFICALLY CAUTIONED THAT THE LOCATION IS SPECIFICALLY CAUTIONED THAT THE LOCATION SPECIFICALLY CAUTIONED THAT THE LOCATION SPECIFICALLY CAUTIONED THAT THE LOCATION CAUTIONED THAT THE LOCATION CAUTIONED THAT THE LOCATION THAT THE LOCATION THAT THE LOCATION THE LOCATION THE LOCATION LOCATION LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE OF EXISTING UTILITIES AS SHOWN ON THESE OF EXISTING UTILITIES AS SHOWN ON THESE EXISTING UTILITIES AS SHOWN ON THESE EXISTING UTILITIES AS SHOWN ON THESE UTILITIES AS SHOWN ON THESE UTILITIES AS SHOWN ON THESE AS SHOWN ON THESE AS SHOWN ON THESE SHOWN ON THESE SHOWN ON THESE ON THESE ON THESE THESE THESE PLANS ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND, ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND, ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND, BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND, BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND, ON RECORDS OF VARIOUS UTILITY COMPANIES AND, ON RECORDS OF VARIOUS UTILITY COMPANIES AND, RECORDS OF VARIOUS UTILITY COMPANIES AND, RECORDS OF VARIOUS UTILITY COMPANIES AND, OF VARIOUS UTILITY COMPANIES AND, OF VARIOUS UTILITY COMPANIES AND, VARIOUS UTILITY COMPANIES AND, VARIOUS UTILITY COMPANIES AND, UTILITY COMPANIES AND, UTILITY COMPANIES AND, COMPANIES AND, COMPANIES AND, AND, AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE MEASUREMENTS TAKEN IN THE FIELD. THE MEASUREMENTS TAKEN IN THE FIELD. THE TAKEN IN THE FIELD. THE TAKEN IN THE FIELD. THE IN THE FIELD. THE IN THE FIELD. THE THE FIELD. THE THE FIELD. THE FIELD. THE FIELD. THE THE THE THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR IS NOT TO BE RELIED ON AS BEING EXACT OR IS NOT TO BE RELIED ON AS BEING EXACT OR NOT TO BE RELIED ON AS BEING EXACT OR NOT TO BE RELIED ON AS BEING EXACT OR TO BE RELIED ON AS BEING EXACT OR TO BE RELIED ON AS BEING EXACT OR BE RELIED ON AS BEING EXACT OR BE RELIED ON AS BEING EXACT OR RELIED ON AS BEING EXACT OR RELIED ON AS BEING EXACT OR ON AS BEING EXACT OR ON AS BEING EXACT OR AS BEING EXACT OR AS BEING EXACT OR BEING EXACT OR BEING EXACT OR EXACT OR EXACT OR OR OR COMPLETE. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SHALL COMPLY WITH ALL APPLICABLE SHALL COMPLY WITH ALL APPLICABLE COMPLY WITH ALL APPLICABLE COMPLY WITH ALL APPLICABLE WITH ALL APPLICABLE WITH ALL APPLICABLE ALL APPLICABLE ALL APPLICABLE APPLICABLE APPLICABLE REGULATIONS OF ACT 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR OF ACT 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR OF ACT 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR ACT 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR ACT 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR 287, NOTIFICATION OF PUBLIC UTILITIES PRIOR NOTIFICATION OF PUBLIC UTILITIES PRIOR NOTIFICATION OF PUBLIC UTILITIES PRIOR OF PUBLIC UTILITIES PRIOR OF PUBLIC UTILITIES PRIOR PUBLIC UTILITIES PRIOR PUBLIC UTILITIES PRIOR UTILITIES PRIOR UTILITIES PRIOR PRIOR PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY SHALL BE THE CONTRACTOR'S RESPONSIBILITY SHALL BE THE CONTRACTOR'S RESPONSIBILITY BE THE CONTRACTOR'S RESPONSIBILITY BE THE CONTRACTOR'S RESPONSIBILITY THE CONTRACTOR'S RESPONSIBILITY THE CONTRACTOR'S RESPONSIBILITY CONTRACTOR'S RESPONSIBILITY CONTRACTOR'S RESPONSIBILITY RESPONSIBILITY RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY FIELD VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY FIELD VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY THE EXACT LOCATION AND DEPTH OF ALL UTILITY THE EXACT LOCATION AND DEPTH OF ALL UTILITY EXACT LOCATION AND DEPTH OF ALL UTILITY EXACT LOCATION AND DEPTH OF ALL UTILITY LOCATION AND DEPTH OF ALL UTILITY LOCATION AND DEPTH OF ALL UTILITY AND DEPTH OF ALL UTILITY AND DEPTH OF ALL UTILITY DEPTH OF ALL UTILITY DEPTH OF ALL UTILITY OF ALL UTILITY OF ALL UTILITY ALL UTILITY ALL UTILITY UTILITY UTILITY LINES PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 7. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM SHALL ASSURE POSITIVE DRAINAGE AWAY FROM SHALL ASSURE POSITIVE DRAINAGE AWAY FROM ASSURE POSITIVE DRAINAGE AWAY FROM ASSURE POSITIVE DRAINAGE AWAY FROM POSITIVE DRAINAGE AWAY FROM POSITIVE DRAINAGE AWAY FROM DRAINAGE AWAY FROM DRAINAGE AWAY FROM AWAY FROM AWAY FROM FROM FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. ALL AREAS OF THE FOR ALL NATURAL AND PAVED AREAS. ALL AREAS OF THE FOR ALL NATURAL AND PAVED AREAS. ALL AREAS OF THE ALL NATURAL AND PAVED AREAS. ALL AREAS OF THE ALL NATURAL AND PAVED AREAS. ALL AREAS OF THE NATURAL AND PAVED AREAS. ALL AREAS OF THE NATURAL AND PAVED AREAS. ALL AREAS OF THE AND PAVED AREAS. ALL AREAS OF THE AND PAVED AREAS. ALL AREAS OF THE PAVED AREAS. ALL AREAS OF THE PAVED AREAS. ALL AREAS OF THE AREAS. ALL AREAS OF THE AREAS. ALL AREAS OF THE ALL AREAS OF THE ALL AREAS OF THE ALL AREAS OF THE AREAS OF THE AREAS OF THE OF THE OF THE THE THE SITE MUST BE GRADED TO MAINTAIN POSITIVE DRAINAGE TO A MUST BE GRADED TO MAINTAIN POSITIVE DRAINAGE TO A MUST BE GRADED TO MAINTAIN POSITIVE DRAINAGE TO A BE GRADED TO MAINTAIN POSITIVE DRAINAGE TO A BE GRADED TO MAINTAIN POSITIVE DRAINAGE TO A GRADED TO MAINTAIN POSITIVE DRAINAGE TO A GRADED TO MAINTAIN POSITIVE DRAINAGE TO A TO MAINTAIN POSITIVE DRAINAGE TO A TO MAINTAIN POSITIVE DRAINAGE TO A MAINTAIN POSITIVE DRAINAGE TO A MAINTAIN POSITIVE DRAINAGE TO A POSITIVE DRAINAGE TO A POSITIVE DRAINAGE TO A DRAINAGE TO A DRAINAGE TO A TO A TO A A A STORMWATER COLLECTION FACILITY, ANY LOCALIZED DEPRESSIONS COLLECTION FACILITY, ANY LOCALIZED DEPRESSIONS COLLECTION FACILITY, ANY LOCALIZED DEPRESSIONS FACILITY, ANY LOCALIZED DEPRESSIONS FACILITY, ANY LOCALIZED DEPRESSIONS ANY LOCALIZED DEPRESSIONS ANY LOCALIZED DEPRESSIONS LOCALIZED DEPRESSIONS LOCALIZED DEPRESSIONS DEPRESSIONS DEPRESSIONS WITHIN PAVED AREAS MUST BE ELIMINATED. 8. ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND ARE REFERENCED TO THE FINISHED GROUND ARE REFERENCED TO THE FINISHED GROUND REFERENCED TO THE FINISHED GROUND REFERENCED TO THE FINISHED GROUND TO THE FINISHED GROUND TO THE FINISHED GROUND THE FINISHED GROUND THE FINISHED GROUND FINISHED GROUND FINISHED GROUND GROUND GROUND SURFACE UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS SHALL ADHERE TO ALL TERMS AND CONDITIONS AS SHALL ADHERE TO ALL TERMS AND CONDITIONS AS ADHERE TO ALL TERMS AND CONDITIONS AS ADHERE TO ALL TERMS AND CONDITIONS AS TO ALL TERMS AND CONDITIONS AS TO ALL TERMS AND CONDITIONS AS ALL TERMS AND CONDITIONS AS ALL TERMS AND CONDITIONS AS TERMS AND CONDITIONS AS TERMS AND CONDITIONS AS AND CONDITIONS AS AND CONDITIONS AS CONDITIONS AS CONDITIONS AS AS AS OUTLINED IN THE GENERAL NPDES PERMIT FOR STORMWATER IN THE GENERAL NPDES PERMIT FOR STORMWATER IN THE GENERAL NPDES PERMIT FOR STORMWATER THE GENERAL NPDES PERMIT FOR STORMWATER THE GENERAL NPDES PERMIT FOR STORMWATER GENERAL NPDES PERMIT FOR STORMWATER GENERAL NPDES PERMIT FOR STORMWATER NPDES PERMIT FOR STORMWATER NPDES PERMIT FOR STORMWATER PERMIT FOR STORMWATER PERMIT FOR STORMWATER FOR STORMWATER FOR STORMWATER STORMWATER STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. NO EARTH ASSOCIATED WITH CONSTRUCTION ACTIVITIES. NO EARTH ASSOCIATED WITH CONSTRUCTION ACTIVITIES. NO EARTH WITH CONSTRUCTION ACTIVITIES. NO EARTH WITH CONSTRUCTION ACTIVITIES. NO EARTH CONSTRUCTION ACTIVITIES. NO EARTH CONSTRUCTION ACTIVITIES. NO EARTH ACTIVITIES. NO EARTH ACTIVITIES. NO EARTH NO EARTH NO EARTH NO EARTH EARTH EARTH DISTURBANCE MAY OCCUR OUTSIDE THE PERMITTED NPDES BOUNDARY MAY OCCUR OUTSIDE THE PERMITTED NPDES BOUNDARY MAY OCCUR OUTSIDE THE PERMITTED NPDES BOUNDARY OCCUR OUTSIDE THE PERMITTED NPDES BOUNDARY OCCUR OUTSIDE THE PERMITTED NPDES BOUNDARY OUTSIDE THE PERMITTED NPDES BOUNDARY OUTSIDE THE PERMITTED NPDES BOUNDARY THE PERMITTED NPDES BOUNDARY THE PERMITTED NPDES BOUNDARY PERMITTED NPDES BOUNDARY PERMITTED NPDES BOUNDARY NPDES BOUNDARY NPDES BOUNDARY BOUNDARY BOUNDARY LINE. 10. THE CONTRACTOR SHALL APPLY A STABILIZATION FABRIC, OR THE CONTRACTOR SHALL APPLY A STABILIZATION FABRIC, OR CONTRACTOR SHALL APPLY A STABILIZATION FABRIC, OR CONTRACTOR SHALL APPLY A STABILIZATION FABRIC, OR SHALL APPLY A STABILIZATION FABRIC, OR SHALL APPLY A STABILIZATION FABRIC, OR APPLY A STABILIZATION FABRIC, OR APPLY A STABILIZATION FABRIC, OR A STABILIZATION FABRIC, OR A STABILIZATION FABRIC, OR STABILIZATION FABRIC, OR STABILIZATION FABRIC, OR FABRIC, OR FABRIC, OR OR OR EQUIVALENT, TO ALL SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY TO ALL SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY TO ALL SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY ALL SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY ALL SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY SLOPES STEEPER THAN 3:1 FOR ANY TEMPORARY STEEPER THAN 3:1 FOR ANY TEMPORARY STEEPER THAN 3:1 FOR ANY TEMPORARY THAN 3:1 FOR ANY TEMPORARY THAN 3:1 FOR ANY TEMPORARY 3:1 FOR ANY TEMPORARY 3:1 FOR ANY TEMPORARY FOR ANY TEMPORARY FOR ANY TEMPORARY ANY TEMPORARY ANY TEMPORARY TEMPORARY TEMPORARY OR PERMANENT CUTS OR FILLS. 11. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL CONTRACTOR SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL CONTRACTOR SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL OBTAIN THE SERVICES OF A GEOTECHNICAL OBTAIN THE SERVICES OF A GEOTECHNICAL THE SERVICES OF A GEOTECHNICAL THE SERVICES OF A GEOTECHNICAL SERVICES OF A GEOTECHNICAL SERVICES OF A GEOTECHNICAL OF A GEOTECHNICAL OF A GEOTECHNICAL A GEOTECHNICAL A GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL ENGINEER AND IMPLEMENT RECOMMENDED CONTROLS NECESSARY FOR AND IMPLEMENT RECOMMENDED CONTROLS NECESSARY FOR AND IMPLEMENT RECOMMENDED CONTROLS NECESSARY FOR IMPLEMENT RECOMMENDED CONTROLS NECESSARY FOR IMPLEMENT RECOMMENDED CONTROLS NECESSARY FOR RECOMMENDED CONTROLS NECESSARY FOR RECOMMENDED CONTROLS NECESSARY FOR CONTROLS NECESSARY FOR CONTROLS NECESSARY FOR NECESSARY FOR NECESSARY FOR FOR FOR THE STABILIZATION OF ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR STABILIZATION OF ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR STABILIZATION OF ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR OF ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR OF ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR ANY CUT SLOPES IN EXCESS OF 2:1 AND/OR CUT SLOPES IN EXCESS OF 2:1 AND/OR CUT SLOPES IN EXCESS OF 2:1 AND/OR SLOPES IN EXCESS OF 2:1 AND/OR SLOPES IN EXCESS OF 2:1 AND/OR IN EXCESS OF 2:1 AND/OR IN EXCESS OF 2:1 AND/OR EXCESS OF 2:1 AND/OR EXCESS OF 2:1 AND/OR OF 2:1 AND/OR OF 2:1 AND/OR 2:1 AND/OR 2:1 AND/OR AND/OR AND/OR FILL SLOPES IN EXCESS OF 3:1. 12. THE CONTRACTOR SHALL PROVIDE THE SITE ENGINEER WITH SIGNED THE CONTRACTOR SHALL PROVIDE THE SITE ENGINEER WITH SIGNED CONTRACTOR SHALL PROVIDE THE SITE ENGINEER WITH SIGNED CONTRACTOR SHALL PROVIDE THE SITE ENGINEER WITH SIGNED SHALL PROVIDE THE SITE ENGINEER WITH SIGNED SHALL PROVIDE THE SITE ENGINEER WITH SIGNED PROVIDE THE SITE ENGINEER WITH SIGNED PROVIDE THE SITE ENGINEER WITH SIGNED THE SITE ENGINEER WITH SIGNED THE SITE ENGINEER WITH SIGNED SITE ENGINEER WITH SIGNED SITE ENGINEER WITH SIGNED ENGINEER WITH SIGNED ENGINEER WITH SIGNED WITH SIGNED WITH SIGNED SIGNED SIGNED AND SEALED DESIGN CALCULATIONS FOR ALL RETAINING WALLS FOR SEALED DESIGN CALCULATIONS FOR ALL RETAINING WALLS FOR SEALED DESIGN CALCULATIONS FOR ALL RETAINING WALLS FOR DESIGN CALCULATIONS FOR ALL RETAINING WALLS FOR DESIGN CALCULATIONS FOR ALL RETAINING WALLS FOR CALCULATIONS FOR ALL RETAINING WALLS FOR CALCULATIONS FOR ALL RETAINING WALLS FOR FOR ALL RETAINING WALLS FOR FOR ALL RETAINING WALLS FOR ALL RETAINING WALLS FOR ALL RETAINING WALLS FOR RETAINING WALLS FOR RETAINING WALLS FOR WALLS FOR WALLS FOR FOR FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 13. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EARTHWORK THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EARTHWORK CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EARTHWORK CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EARTHWORK IS RESPONSIBLE FOR VERIFYING ALL EARTHWORK IS RESPONSIBLE FOR VERIFYING ALL EARTHWORK RESPONSIBLE FOR VERIFYING ALL EARTHWORK RESPONSIBLE FOR VERIFYING ALL EARTHWORK FOR VERIFYING ALL EARTHWORK FOR VERIFYING ALL EARTHWORK VERIFYING ALL EARTHWORK VERIFYING ALL EARTHWORK ALL EARTHWORK ALL EARTHWORK EARTHWORK EARTHWORK VOLUMES PRIOR TO CONSTRUCTION.
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CONCRETE CURB ASPHALT CURB DEPRESSED CURB CONCRETE WALK SANITARY SEWER STORM SEWER STORM SEWER GAS LATERAL WATER LATERAL ELECTRIC SERVICE BUSH EVERGREEN TREE
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PROPOSED SYMBOL LEGEND
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1 inch = ft.
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( IN FEET )
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FLOOD INFORMATION
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PER FEMA FLOOD HAZARD MAP NUMBER 42003C0342H EFFECTIVE DATE: SEPT. 26, 2014. COMMUNITY NUMBER 420063 CITY OF PITTSBURGH, ALLEGHENY COUNTY, PENNSYLVANIA
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Areas determined to be outside the 0.2% annual chance floodplain.
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OVERHEAD ELECTRIC LINE UNDERGROUND ELECTRIC UTILITY POLE GUIDE POLE ELECTRIC METER LIGHT POLE GAS LINE GAS VALVE GAS MARKER GAS METER WATER LINE WATER VALVE HYDRANT WATER BOX
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COMBINATION SEWER SANITARY MANHOLE CLEANOUT MANHOLE STORM SEWER STORM MANHOLE CATCH BASIN END WALL COMMUNICATION MANHOLE COMMUNICATION BOX COMMUNICATION VAULT EDGE OF PAVEMENT STEPS SURVEY MARKERS SURVEY WORK POINT NAIL
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PLAN
NOTES:1. PRIOR TO PLACEMENT OF AGGREGATE, THE PAVEMENT SUBGRADE SHALL BE PREPARED AS FALLOWS:
1.1. PAVEMENT SUBGRADE SHALL BE PROOFROLLED AND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DRYDENSITY AND WITHIN ±3% OF ITS OPTIMUM MOISTURE CONTENT, AS DETERMINE BY ASTM D1557 ( MODIFIEDPROCTOR). ANY SOFT AREAS SHALL BE OVER EXCAVATED TO A FIRM AND COMPETENT MATERIAL ANDBACKFILLED AS DESCRIBED IN 1.2.
1.2. ALL APPROVED FILL SHALL BE PLACED IN MAXIMUM 8" THICK, LOOSE LIFTS AND COMPACTED TO 95% OF ITSMAXIMUM DRY DENSITY AND WITHIN ±3% OF ITS OPTIMUM MOISTURE CONTENT. THE FILL MATERIAL MAXIMUMDRY DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE DETERMINED BY ASTM D1557 (MODIFIED PROCTOR).
1.3. AFTER COMPACTION, THE PAVEMENT SUBGRADE SHALL PROVIDE A FIRM UNYIELDING FOUNDATION WITH NOSUDDEN, SHARP OR ABRUPT CHANGES OR BREAKS IN GRADE. NO STANDING WATER OR EXCESS MOISTURE SHALLBE PRESENT. ALL SOFT AND YIELDING AREAS SHALL BE REWORKED BY OVER EXCAVATING TO A FIRM ANDCOMPETENT MATERIAL, AND BACKFILLED AS DESCRIBED IN 1.2.
1.4. THE SUBGRADE SHALL BE GRADED AND SHAPED AS REQUIRED TO CONSTRUCT THE AGGREGATE BASE INCONFORMANCE WITH THE GRADES, LINES AND THICKNESSES SHOWN ON THE DRAWINGS
2. THE BITUMINOUS COURSES SHALL BE TAPERED IN TO THE STORM SEWER INLETS WHILE MAINTAINING FULLPAVEMENT SECTION DEPTH.
3. PAVEMENT SECTIONS WITHIN THE PENNDOT LEGAL RIGHT-OF-WAY SHALL CONFROM TO THE TYPICAL DRIVEWAYSECTION WITHIN PENNDOT RIGHT-OF-WAY DETAIL PROVIDED WITH THE APPROVED LOW VOLUME DRIVEWAY H.O.P.PLAN SET PREPARED BY CEC
4" BAND SEAL WITH PG 64-22 SHOULD BE APPLIED AT THE LIMITS OF PAVING WITHIN RIGHT-OF-WAY
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#4 Rebar @ 6" o.c.
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#4 Rebar @ 18" o.c.
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Existing Slab
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4" Sidewalk
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typ.
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4000 psi - Air Entrained Concrete
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Crushed Stone
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or Gravel Backfill
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4" Min. Thickness
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#4 Rebar
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Welded Wire
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CAP UNIT ADHERES TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE
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VERSA-LOK ACCENT MODULAR CONCRETE UNITS (COLOR TO BE SELECTED BY OWNER)
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IMPERVIOUS FILL 12" DEEP
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DRAINAGE AGGREGATE 12" THICK MIN.
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4" DIA. DRAIN PIPE OUTLET @ END OF WALL OR @ 40' CENTERS MAX.
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TYPICAL SECTION-UNREINFORCED RETAINING WALL
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GRANULAR LEVELING PAD MIN. 6" THICK
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www.hampton-technical.com
Mars Office123 Ridge Road, Suite BValencia, PA 16059PHONE: (724) 625-4544FAX: (724) 625-4549
Corporate OfficeEtna Technical Center35 Wilson Street, Suite 201Pittsburgh, PA 15223PHONE: (412) 781-9660FAX: (412) 781-5904
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n/f NESBY, LLC DBV 16558 PG 287 1-N-275
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n/f NESBY, LLC DBV 16558 PG 287 1-N-277
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n/f NESBY, LLC DBV 16558 PG 287 1-N-279
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n/f ANTHONY CAPPETTA DBV 8668 PG 74 1-N-271
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DECK
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n/f GERTRUDE DIEHL(LIFE ESTATE) & THOMAS E LINK DBV 12318 PG 103 1-N-268
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SURVEY NOTES 1. THE INFORMATION REFLECTED ON THE EXISTING CONDITIONS BASE THE INFORMATION REFLECTED ON THE EXISTING CONDITIONS BASE INFORMATION REFLECTED ON THE EXISTING CONDITIONS BASE INFORMATION REFLECTED ON THE EXISTING CONDITIONS BASE REFLECTED ON THE EXISTING CONDITIONS BASE REFLECTED ON THE EXISTING CONDITIONS BASE ON THE EXISTING CONDITIONS BASE ON THE EXISTING CONDITIONS BASE THE EXISTING CONDITIONS BASE THE EXISTING CONDITIONS BASE EXISTING CONDITIONS BASE EXISTING CONDITIONS BASE CONDITIONS BASE CONDITIONS BASE BASE BASE MAPPING WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. WITHOUT THE BENEFIT OF A TITLE REPORT. WITHOUT THE BENEFIT OF A TITLE REPORT. THE BENEFIT OF A TITLE REPORT. THE BENEFIT OF A TITLE REPORT. BENEFIT OF A TITLE REPORT. BENEFIT OF A TITLE REPORT. OF A TITLE REPORT. OF A TITLE REPORT. A TITLE REPORT. A TITLE REPORT. TITLE REPORT. TITLE REPORT. REPORT. REPORT. THE PROPERTY SHOWN IS SUBJECT TO ANY EASEMENTS, PROPERTY SHOWN IS SUBJECT TO ANY EASEMENTS, PROPERTY SHOWN IS SUBJECT TO ANY EASEMENTS, SHOWN IS SUBJECT TO ANY EASEMENTS, SHOWN IS SUBJECT TO ANY EASEMENTS, IS SUBJECT TO ANY EASEMENTS, IS SUBJECT TO ANY EASEMENTS, SUBJECT TO ANY EASEMENTS, SUBJECT TO ANY EASEMENTS, TO ANY EASEMENTS, TO ANY EASEMENTS, ANY EASEMENTS, ANY EASEMENTS, EASEMENTS, EASEMENTS, UNOBSERVABLE UTILITIES, COVENANTS AND RESTRICTIONS STATED IN UTILITIES, COVENANTS AND RESTRICTIONS STATED IN UTILITIES, COVENANTS AND RESTRICTIONS STATED IN COVENANTS AND RESTRICTIONS STATED IN COVENANTS AND RESTRICTIONS STATED IN AND RESTRICTIONS STATED IN AND RESTRICTIONS STATED IN RESTRICTIONS STATED IN RESTRICTIONS STATED IN STATED IN STATED IN IN IN PRIOR RECORDINGS OR DEEDS OF HE PREMISE. 2. ALL DEEDS OR PLAN BEARINGS AND COORDINATES HAVE BEEN ALL DEEDS OR PLAN BEARINGS AND COORDINATES HAVE BEEN DEEDS OR PLAN BEARINGS AND COORDINATES HAVE BEEN DEEDS OR PLAN BEARINGS AND COORDINATES HAVE BEEN OR PLAN BEARINGS AND COORDINATES HAVE BEEN OR PLAN BEARINGS AND COORDINATES HAVE BEEN PLAN BEARINGS AND COORDINATES HAVE BEEN PLAN BEARINGS AND COORDINATES HAVE BEEN BEARINGS AND COORDINATES HAVE BEEN BEARINGS AND COORDINATES HAVE BEEN AND COORDINATES HAVE BEEN AND COORDINATES HAVE BEEN COORDINATES HAVE BEEN COORDINATES HAVE BEEN HAVE BEEN HAVE BEEN BEEN BEEN ROTATED AND CONVERTED TO PA STATE PLANE COORDINATE SYSTEM AND CONVERTED TO PA STATE PLANE COORDINATE SYSTEM AND CONVERTED TO PA STATE PLANE COORDINATE SYSTEM CONVERTED TO PA STATE PLANE COORDINATE SYSTEM CONVERTED TO PA STATE PLANE COORDINATE SYSTEM TO PA STATE PLANE COORDINATE SYSTEM TO PA STATE PLANE COORDINATE SYSTEM PA STATE PLANE COORDINATE SYSTEM PA STATE PLANE COORDINATE SYSTEM STATE PLANE COORDINATE SYSTEM STATE PLANE COORDINATE SYSTEM PLANE COORDINATE SYSTEM PLANE COORDINATE SYSTEM COORDINATE SYSTEM COORDINATE SYSTEM SYSTEM SYSTEM SOUTH ZONE, NORTH AMERICAN DATUM OF 1983. BEARINGS HAVE ZONE, NORTH AMERICAN DATUM OF 1983. BEARINGS HAVE ZONE, NORTH AMERICAN DATUM OF 1983. BEARINGS HAVE NORTH AMERICAN DATUM OF 1983. BEARINGS HAVE NORTH AMERICAN DATUM OF 1983. BEARINGS HAVE AMERICAN DATUM OF 1983. BEARINGS HAVE AMERICAN DATUM OF 1983. BEARINGS HAVE DATUM OF 1983. BEARINGS HAVE DATUM OF 1983. BEARINGS HAVE OF 1983. BEARINGS HAVE OF 1983. BEARINGS HAVE 1983. BEARINGS HAVE 1983. BEARINGS HAVE BEARINGS HAVE BEARINGS HAVE HAVE HAVE BEEN ROTATED -1°08'35" CLOCKWISE FROM THE BEARINGS PROVIDED ROTATED -1°08'35" CLOCKWISE FROM THE BEARINGS PROVIDED ROTATED -1°08'35" CLOCKWISE FROM THE BEARINGS PROVIDED -1°08'35" CLOCKWISE FROM THE BEARINGS PROVIDED -1°08'35" CLOCKWISE FROM THE BEARINGS PROVIDED CLOCKWISE FROM THE BEARINGS PROVIDED CLOCKWISE FROM THE BEARINGS PROVIDED FROM THE BEARINGS PROVIDED FROM THE BEARINGS PROVIDED THE BEARINGS PROVIDED THE BEARINGS PROVIDED BEARINGS PROVIDED BEARINGS PROVIDED PROVIDED PROVIDED IN DEED BOOK VOLUME 16558 PG 287P RECORDED IN ALLEGHENY DEED BOOK VOLUME 16558 PG 287P RECORDED IN ALLEGHENY DEED BOOK VOLUME 16558 PG 287P RECORDED IN ALLEGHENY BOOK VOLUME 16558 PG 287P RECORDED IN ALLEGHENY BOOK VOLUME 16558 PG 287P RECORDED IN ALLEGHENY VOLUME 16558 PG 287P RECORDED IN ALLEGHENY VOLUME 16558 PG 287P RECORDED IN ALLEGHENY 16558 PG 287P RECORDED IN ALLEGHENY 16558 PG 287P RECORDED IN ALLEGHENY PG 287P RECORDED IN ALLEGHENY PG 287P RECORDED IN ALLEGHENY 287P RECORDED IN ALLEGHENY 287P RECORDED IN ALLEGHENY RECORDED IN ALLEGHENY RECORDED IN ALLEGHENY IN ALLEGHENY IN ALLEGHENY ALLEGHENY ALLEGHENY COUNTY DEPARTMENT OF REAL ESTATE. 3. TOPOGRAPHIC MAPPING IS BASED ON FIELD MEASUREMENTS. THE TOPOGRAPHIC MAPPING IS BASED ON FIELD MEASUREMENTS. THE MAPPING IS BASED ON FIELD MEASUREMENTS. THE MAPPING IS BASED ON FIELD MEASUREMENTS. THE IS BASED ON FIELD MEASUREMENTS. THE IS BASED ON FIELD MEASUREMENTS. THE BASED ON FIELD MEASUREMENTS. THE BASED ON FIELD MEASUREMENTS. THE ON FIELD MEASUREMENTS. THE ON FIELD MEASUREMENTS. THE FIELD MEASUREMENTS. THE FIELD MEASUREMENTS. THE MEASUREMENTS. THE MEASUREMENTS. THE THE THE VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 IS NORTH AMERICAN VERTICAL DATUM OF 1988 IS NORTH AMERICAN VERTICAL DATUM OF 1988 NORTH AMERICAN VERTICAL DATUM OF 1988 NORTH AMERICAN VERTICAL DATUM OF 1988 AMERICAN VERTICAL DATUM OF 1988 AMERICAN VERTICAL DATUM OF 1988 VERTICAL DATUM OF 1988 VERTICAL DATUM OF 1988 DATUM OF 1988 DATUM OF 1988 OF 1988 OF 1988 1988 1988 (NAVD88). SURVEY DATA WAS GATHERED ON AUGUST 9, 2018. 4. PENNSYLVANIA ONE CALL SYSTEM. PENNSYLVANIA ACT 38 (1991) PENNSYLVANIA ONE CALL SYSTEM. PENNSYLVANIA ACT 38 (1991) ONE CALL SYSTEM. PENNSYLVANIA ACT 38 (1991) ONE CALL SYSTEM. PENNSYLVANIA ACT 38 (1991) CALL SYSTEM. PENNSYLVANIA ACT 38 (1991) CALL SYSTEM. PENNSYLVANIA ACT 38 (1991) SYSTEM. PENNSYLVANIA ACT 38 (1991) SYSTEM. PENNSYLVANIA ACT 38 (1991) PENNSYLVANIA ACT 38 (1991) PENNSYLVANIA ACT 38 (1991) ACT 38 (1991) ACT 38 (1991) 38 (1991) 38 (1991) (1991) (1991) REQUIRES NO LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN NO LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN NO LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN THAN 3 WORKING DAYS NOTICE NOR MORE THAN THAN 3 WORKING DAYS NOTICE NOR MORE THAN 3 WORKING DAYS NOTICE NOR MORE THAN 3 WORKING DAYS NOTICE NOR MORE THAN WORKING DAYS NOTICE NOR MORE THAN WORKING DAYS NOTICE NOR MORE THAN DAYS NOTICE NOR MORE THAN DAYS NOTICE NOR MORE THAN NOTICE NOR MORE THAN NOTICE NOR MORE THAN NOR MORE THAN NOR MORE THAN MORE THAN MORE THAN THAN THAN 10 WORKING DAYS NOTICE FORM EXCAVATORS WHO ARE ABOUT TO: WORKING DAYS NOTICE FORM EXCAVATORS WHO ARE ABOUT TO: WORKING DAYS NOTICE FORM EXCAVATORS WHO ARE ABOUT TO: DAYS NOTICE FORM EXCAVATORS WHO ARE ABOUT TO: DAYS NOTICE FORM EXCAVATORS WHO ARE ABOUT TO: NOTICE FORM EXCAVATORS WHO ARE ABOUT TO: NOTICE FORM EXCAVATORS WHO ARE ABOUT TO: FORM EXCAVATORS WHO ARE ABOUT TO: FORM EXCAVATORS WHO ARE ABOUT TO: EXCAVATORS WHO ARE ABOUT TO: EXCAVATORS WHO ARE ABOUT TO: WHO ARE ABOUT TO: WHO ARE ABOUT TO: ARE ABOUT TO: ARE ABOUT TO: ABOUT TO: ABOUT TO: TO: TO: DIG, DRILL, BLAST, AUGER, BORE, GRADE, TRENCH, OR DEMOLISH WHEN DRILL, BLAST, AUGER, BORE, GRADE, TRENCH, OR DEMOLISH WHEN DRILL, BLAST, AUGER, BORE, GRADE, TRENCH, OR DEMOLISH WHEN BLAST, AUGER, BORE, GRADE, TRENCH, OR DEMOLISH WHEN BLAST, AUGER, BORE, GRADE, TRENCH, OR DEMOLISH WHEN AUGER, BORE, GRADE, TRENCH, OR DEMOLISH WHEN AUGER, BORE, GRADE, TRENCH, OR DEMOLISH WHEN BORE, GRADE, TRENCH, OR DEMOLISH WHEN BORE, GRADE, TRENCH, OR DEMOLISH WHEN GRADE, TRENCH, OR DEMOLISH WHEN GRADE, TRENCH, OR DEMOLISH WHEN TRENCH, OR DEMOLISH WHEN TRENCH, OR DEMOLISH WHEN OR DEMOLISH WHEN OR DEMOLISH WHEN DEMOLISH WHEN DEMOLISH WHEN WHEN WHEN IN THE CONSTRUCTION PHASE. FOR LOCATION REQUESTS IN THE THE CONSTRUCTION PHASE. FOR LOCATION REQUESTS IN THE THE CONSTRUCTION PHASE. FOR LOCATION REQUESTS IN THE CONSTRUCTION PHASE. FOR LOCATION REQUESTS IN THE CONSTRUCTION PHASE. FOR LOCATION REQUESTS IN THE PHASE. FOR LOCATION REQUESTS IN THE PHASE. FOR LOCATION REQUESTS IN THE FOR LOCATION REQUESTS IN THE FOR LOCATION REQUESTS IN THE FOR LOCATION REQUESTS IN THE LOCATION REQUESTS IN THE LOCATION REQUESTS IN THE REQUESTS IN THE REQUESTS IN THE IN THE IN THE THE THE STATE OF PENNSYLVANIA, CALL TOLL FREE 1-800-242-1776. 5. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE HAVE BEEN PLOTTED FROM AVAILABLE HAVE BEEN PLOTTED FROM AVAILABLE BEEN PLOTTED FROM AVAILABLE BEEN PLOTTED FROM AVAILABLE PLOTTED FROM AVAILABLE PLOTTED FROM AVAILABLE FROM AVAILABLE FROM AVAILABLE AVAILABLE AVAILABLE INFORMATION AND THE LOCATION MUST BE CONSIDERED APPROXIMATE, AND THE LOCATION MUST BE CONSIDERED APPROXIMATE, AND THE LOCATION MUST BE CONSIDERED APPROXIMATE, THE LOCATION MUST BE CONSIDERED APPROXIMATE, THE LOCATION MUST BE CONSIDERED APPROXIMATE, LOCATION MUST BE CONSIDERED APPROXIMATE, LOCATION MUST BE CONSIDERED APPROXIMATE, MUST BE CONSIDERED APPROXIMATE, MUST BE CONSIDERED APPROXIMATE, BE CONSIDERED APPROXIMATE, BE CONSIDERED APPROXIMATE, CONSIDERED APPROXIMATE, CONSIDERED APPROXIMATE, APPROXIMATE, APPROXIMATE, OTHER UNDERGROUND UTILITIES MAY EXIST WHICH ARE NOT SHOWN, IT UNDERGROUND UTILITIES MAY EXIST WHICH ARE NOT SHOWN, IT UNDERGROUND UTILITIES MAY EXIST WHICH ARE NOT SHOWN, IT UTILITIES MAY EXIST WHICH ARE NOT SHOWN, IT UTILITIES MAY EXIST WHICH ARE NOT SHOWN, IT MAY EXIST WHICH ARE NOT SHOWN, IT MAY EXIST WHICH ARE NOT SHOWN, IT EXIST WHICH ARE NOT SHOWN, IT EXIST WHICH ARE NOT SHOWN, IT WHICH ARE NOT SHOWN, IT WHICH ARE NOT SHOWN, IT ARE NOT SHOWN, IT ARE NOT SHOWN, IT NOT SHOWN, IT NOT SHOWN, IT SHOWN, IT SHOWN, IT IT IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN ALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN ALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN ALL THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN ALL THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN ALL CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN ALL CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN ALL RESPONSIBILITY TO ASCERTAIN ALL RESPONSIBILITY TO ASCERTAIN ALL TO ASCERTAIN ALL TO ASCERTAIN ALL ASCERTAIN ALL ASCERTAIN ALL ALL ALL PHYSICAL LOCATIONS OF UTILITY LINES PRIOR TO THE TIME OF LOCATIONS OF UTILITY LINES PRIOR TO THE TIME OF LOCATIONS OF UTILITY LINES PRIOR TO THE TIME OF OF UTILITY LINES PRIOR TO THE TIME OF OF UTILITY LINES PRIOR TO THE TIME OF UTILITY LINES PRIOR TO THE TIME OF UTILITY LINES PRIOR TO THE TIME OF LINES PRIOR TO THE TIME OF LINES PRIOR TO THE TIME OF PRIOR TO THE TIME OF PRIOR TO THE TIME OF TO THE TIME OF TO THE TIME OF THE TIME OF THE TIME OF TIME OF TIME OF OF OF CONSTRUCTION, IN NO WAY SHALL THE CONTRACTOR HOLD THE IN NO WAY SHALL THE CONTRACTOR HOLD THE IN NO WAY SHALL THE CONTRACTOR HOLD THE NO WAY SHALL THE CONTRACTOR HOLD THE NO WAY SHALL THE CONTRACTOR HOLD THE WAY SHALL THE CONTRACTOR HOLD THE WAY SHALL THE CONTRACTOR HOLD THE SHALL THE CONTRACTOR HOLD THE SHALL THE CONTRACTOR HOLD THE THE CONTRACTOR HOLD THE THE CONTRACTOR HOLD THE CONTRACTOR HOLD THE CONTRACTOR HOLD THE HOLD THE HOLD THE THE THE SURVEYOR RESPONSIBLE FOR ANY UTILITY LOCATION SHOWN ON THIS RESPONSIBLE FOR ANY UTILITY LOCATION SHOWN ON THIS RESPONSIBLE FOR ANY UTILITY LOCATION SHOWN ON THIS FOR ANY UTILITY LOCATION SHOWN ON THIS FOR ANY UTILITY LOCATION SHOWN ON THIS ANY UTILITY LOCATION SHOWN ON THIS ANY UTILITY LOCATION SHOWN ON THIS UTILITY LOCATION SHOWN ON THIS UTILITY LOCATION SHOWN ON THIS LOCATION SHOWN ON THIS LOCATION SHOWN ON THIS SHOWN ON THIS SHOWN ON THIS ON THIS ON THIS THIS THIS PLAN. 6. BASED ON FEDERAL MAPPING GRAPHICS, ALL OR PORTIONS OF THIS BASED ON FEDERAL MAPPING GRAPHICS, ALL OR PORTIONS OF THIS ON FEDERAL MAPPING GRAPHICS, ALL OR PORTIONS OF THIS ON FEDERAL MAPPING GRAPHICS, ALL OR PORTIONS OF THIS FEDERAL MAPPING GRAPHICS, ALL OR PORTIONS OF THIS FEDERAL MAPPING GRAPHICS, ALL OR PORTIONS OF THIS MAPPING GRAPHICS, ALL OR PORTIONS OF THIS MAPPING GRAPHICS, ALL OR PORTIONS OF THIS GRAPHICS, ALL OR PORTIONS OF THIS GRAPHICS, ALL OR PORTIONS OF THIS ALL OR PORTIONS OF THIS ALL OR PORTIONS OF THIS OR PORTIONS OF THIS OR PORTIONS OF THIS PORTIONS OF THIS PORTIONS OF THIS OF THIS OF THIS THIS THIS PROPERTY ARE LOCATED WITHIN THE FOLLOWING IDENTIFIED FLOOD ARE LOCATED WITHIN THE FOLLOWING IDENTIFIED FLOOD ARE LOCATED WITHIN THE FOLLOWING IDENTIFIED FLOOD LOCATED WITHIN THE FOLLOWING IDENTIFIED FLOOD LOCATED WITHIN THE FOLLOWING IDENTIFIED FLOOD WITHIN THE FOLLOWING IDENTIFIED FLOOD WITHIN THE FOLLOWING IDENTIFIED FLOOD THE FOLLOWING IDENTIFIED FLOOD THE FOLLOWING IDENTIFIED FLOOD FOLLOWING IDENTIFIED FLOOD FOLLOWING IDENTIFIED FLOOD IDENTIFIED FLOOD IDENTIFIED FLOOD FLOOD FLOOD HAZARD AREAS AS DETERMINED BY THE FEDERAL EMERGENCY AREAS AS DETERMINED BY THE FEDERAL EMERGENCY AREAS AS DETERMINED BY THE FEDERAL EMERGENCY AS DETERMINED BY THE FEDERAL EMERGENCY AS DETERMINED BY THE FEDERAL EMERGENCY DETERMINED BY THE FEDERAL EMERGENCY DETERMINED BY THE FEDERAL EMERGENCY BY THE FEDERAL EMERGENCY BY THE FEDERAL EMERGENCY THE FEDERAL EMERGENCY THE FEDERAL EMERGENCY FEDERAL EMERGENCY FEDERAL EMERGENCY EMERGENCY EMERGENCY MANAGEMENT AGENCY (FEMA). THE ZONE(S) IS ZONE X (AREAS AGENCY (FEMA). THE ZONE(S) IS ZONE X (AREAS AGENCY (FEMA). THE ZONE(S) IS ZONE X (AREAS (FEMA). THE ZONE(S) IS ZONE X (AREAS (FEMA). THE ZONE(S) IS ZONE X (AREAS THE ZONE(S) IS ZONE X (AREAS THE ZONE(S) IS ZONE X (AREAS THE ZONE(S) IS ZONE X (AREAS ZONE(S) IS ZONE X (AREAS ZONE(S) IS ZONE X (AREAS IS ZONE X (AREAS IS ZONE X (AREAS ZONE X (AREAS ZONE X (AREAS X (AREAS X (AREAS (AREAS (AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN) AS IDENTIFIED ON TO BE OUTSIDE 500-YEAR FLOODPLAIN) AS IDENTIFIED ON TO BE OUTSIDE 500-YEAR FLOODPLAIN) AS IDENTIFIED ON BE OUTSIDE 500-YEAR FLOODPLAIN) AS IDENTIFIED ON BE OUTSIDE 500-YEAR FLOODPLAIN) AS IDENTIFIED ON OUTSIDE 500-YEAR FLOODPLAIN) AS IDENTIFIED ON OUTSIDE 500-YEAR FLOODPLAIN) AS IDENTIFIED ON 500-YEAR FLOODPLAIN) AS IDENTIFIED ON 500-YEAR FLOODPLAIN) AS IDENTIFIED ON FLOODPLAIN) AS IDENTIFIED ON FLOODPLAIN) AS IDENTIFIED ON AS IDENTIFIED ON AS IDENTIFIED ON IDENTIFIED ON IDENTIFIED ON ON ON FLOOD INSURANCE RATE MAP (FIRM) NUMBER 42003C0169E WITH AN INSURANCE RATE MAP (FIRM) NUMBER 42003C0169E WITH AN INSURANCE RATE MAP (FIRM) NUMBER 42003C0169E WITH AN RATE MAP (FIRM) NUMBER 42003C0169E WITH AN RATE MAP (FIRM) NUMBER 42003C0169E WITH AN MAP (FIRM) NUMBER 42003C0169E WITH AN MAP (FIRM) NUMBER 42003C0169E WITH AN (FIRM) NUMBER 42003C0169E WITH AN (FIRM) NUMBER 42003C0169E WITH AN NUMBER 42003C0169E WITH AN NUMBER 42003C0169E WITH AN 42003C0169E WITH AN 42003C0169E WITH AN WITH AN WITH AN AN AN EFFECTIVE/REVISED DATE OF 10/04/1995.
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NOTES: 1. ALL DEEDS OR PLAN BEARINGS AND COORDINATES ALL DEEDS OR PLAN BEARINGS AND COORDINATES HAVE BEEN ROTATED AND CONVERTED TO PA STATE PLANE COORDINATE SYSTEM SOUTH ZONE, NORTH AMERICAN DATUM OF 1983. BEARINGS HAVE BEEN ROTATED -1°08'35" CLOCKWISE FROM THE BEARINGS PROVIDED IN DEED BOOK VOLUME 16558 PG 287P RECORDED IN ALLEGHENY COUNTY DEPARTMENT OF REAL ESTATE. 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 3. TOPOGRAPHIC MAPPING IS BASED ON FIELD TOPOGRAPHIC MAPPING IS BASED ON FIELD MEASUREMENTS. THE VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 4. ZONING DISTRICT: GPRA - GRANDVIEW PUBLIC REALM DISTRICT. CONSULT CITY OF PITTSBURGH ZONING ORDINANCE SECTION 908.02 - GRANDVIEW PUBLIC REALM DISTRICT 5. SURVEY DATA WAS GATHERED ON AUGUST 9, 2018.SURVEY DATA WAS GATHERED ON AUGUST 9, 2018.
