ADDRESS 6625 LINCOLN DR VERVIEW6625 LINCOLN DR. DATE DESCRIPTION 6625 LINCOLN DRIVE PHILADELPHIA, PA...

ADDRESS: 6625 LINCOLN DR Proposal: Construct single-family residence on subdivided parcel at 6627 Lincoln Drive Review Requested: Final Approval Owner: 6625 Lincoln Dr LLC Applicant: Raymond Rola, Raymond F. Rola Architect History: 1902; Nichols-Goehring House; H.C. Wise & W.W. Potter, architects; addition, Rankin, Kellogg & Crane, 1921 Individual Designation: 1/11/2019 District Designation: None Staff Contact: Meredith Keller, [email protected]

OVERVIEW: This application proposes to construct a new house on a subdivided section of the property at 6625 Lincoln Drive. The new property with the new house would be known as 6627 Lincoln Drive. The Historical Commission designated the Nichols-Goehring House property at 6625 Lincoln Drive on 11 January 2019. The designated parcel is shown on a site plan from the nomination in Figure 1. The property owner subdivided the property that was known as 6625 Lincoln Drive into five parcels known as 6619, 6621, 6623, 6625, and 6627 Lincoln Drive with a deed that is dated 9 January 2019 and recorded on 11 January 2019, the day that the property was designated. A zoning permit for the subdivision had been issued in 17 September 2018. The Historical Commission notified the property owner that it would consider designating the property at 6625 Lincoln Drive on 12 November 2018, thereby initiating its jurisdiction over the entirety of the property originally known as 6625 Lincoln Drive, which was later subdivided into five properties. In May 2020, the Historical Commission was notified that three houses were under construction at 6625 Lincoln Drive, presumably without permits. The staff visited the site and photographed the three houses under construction as well as one foundation being excavated. The staff contacted the Department of Licenses & Inspections about the construction that was underway without the Historical Commission’s review or approval. The Department responded that the houses had been permitted under the addresses 6619, 6621, and 6623 Lincoln Drive. The permits had been applied for on 26 April 2019 and issued on 10 September 2019. A Google Streetview photograph shows that site work and the construction of the foundations was underway in November 2019. The Department of Licenses & Inspections did not refer the new construction permit applications to the Historical Commission because they had been issued under 6619, 6621, and 6623 Lincoln Drive, addresses that did not exist at the time of designation; only 6625 Lincoln Drive was identified as historic. The permit referral system was designed to catch subdivisions and carry the historic designation marker from the parent to the child property, but it did not in this case. The Department of Licenses & Inspections declined to revoke the permits because the mistake had been made within the City system and revoking the permits would open the City to liability. The fourth house contemplated for the site was not permitted with the other three in 2019. Despite not having any permits for construction at 6627 Lincoln Drive, the developer began excavating for a foundation in the spring of 2020. The staff photographed the unpermitted work underway on 11 May 2020 and requested a violation for work without a permit on 12 May 2020 through the City’s 311 system. That violation was apparently never issued. This application proposes the new house for the new parcel at 6627 Lincoln Drive. While the first three houses were located off to the side of the historic house, the fourth house would be situated directly in front of the historic house. The excavation for the foundation has been completed. The proposed house would be three stories tall and clad in Wissahickon schist at the front and stucco at the sides and rear. A one-story garage wing would be entered from a drive at the rear.

SCOPE OF WORK:

Construct house STANDARDS FOR REVIEW: The Secretary of the Interior’s Standards for the Treatment of Historic Properties and Guidelines include:

Standard 9: New additions, exterior alterations, or related new construction shall not destroy historic materials, features, and spatial relationships that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment.

o While the design of the proposed house is compatible with the historic house and site, its location in the front yard of the historic house is not. The construction of a house in the front yard of the historic house would destroy historic spatial relationships. The new work would not protect the historic integrity of the property.

Guidelines for New Exterior Additions to Historic Buildings and Related New Construction:

o Recommended: Locating new construction far enough away from the historic building, when possible, where it will be minimally visible and will not negatively affect the building’s character, the site, or setting.

o Not Recommended: Placing new construction too close to the historic building so that it negatively impacts the building’s character, the site, or setting.

o Recommended: Considering the design for related new construction in terms of its relationship to the historic building as well as the historic district and setting.

o Not Recommended: Adding new construction that results in the diminution or loss of the historic character of the building, including its design, materials, location, or setting.

o The proposed house will be highly visible and will negatively impact the historic building’s character, site, and setting. The new construction will result in the diminution or loss of the historic character of the older building and its setting. The yard directly in front of the historic house should be left open to maintain the historic space and views.

STAFF RECOMMENDATION: Denial, pursuant to Standard 9 and Guidelines for New Exterior Additions to Historic Buildings and Related New Construction.

Figure 1: The designation boundary as described in the nomination is shown in red. Source: Philadelphia Historical Commission.

Figure 2: An aerial view of the site with the three new houses at the bottom, the historic house at the center right, and 6627 Lincoln Drive outlined in purple with the foundation excavation visible.

Figure 3: View from Lincoln Drive of the historic house with the excavated foundations in the foreground, 2020. Source: Cyclomedia.

Figure 4: View from Lincoln Drive of the historic house in the distance, the excavated foundations at left, and the new construction at the right of the image, 2020. Source: Cyclomedia.

a r c h i t e c traymond f. rola

ARCHITECT

1518 walnut streetsuite 1300, philadelphia

pa, 19102t: 215.546.3155f. 215.545.3999

[email protected]

SEAL

SHEET NO.

REVIEWED BY: RR

DRAWN BY : RR

PROJECT NO. 18503

SCALE : AS NOTED

DATE : 2018

SHEET TITLE :

LOT : -

BLOCK: -

PROJECT LOCATION

NEW RESIDENCES @6625 LINCOLN DR.

DESCRIPTIONDATE

6625 LINCOLN DRIVEPHILADELPHIA, PA

OWNER


ARCHITECT


pa, 19102t: 215.546.3155f. 215.545.3999

[email protected]

6625 LINCOLN DRIVE LLC.

1218 GREEN STREETPHILADELPHIA, PA 19123

1/7/18 ZONING

4/24/19 PERMIT SET

2/13/20 3RD FLR. DIMS

11/16/20 PERMIT SET

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pa, 19102t: 215.546.3155f. 215.545.3999

[email protected]



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pa, 19102t: 215.546.3155f. 215.545.3999

[email protected]



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pa, 19102t: 215.546.3155f. 215.545.3999

[email protected]



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PROJECT NO. 18503

SCALE : AS NOTED

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DESCRIPTIONDATE


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pa, 19102t: 215.546.3155f. 215.545.3999

[email protected]



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REVIEWED BY: RR

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SCALE : AS NOTED

DATE : 2018

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pa, 19102t: 215.546.3155f. 215.545.3999

[email protected]



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pa, 19102t: 215.546.3155f. 215.545.3999

[email protected]



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SEAL

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REVIEWED BY: RR

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PROJECT NO. 18503

SCALE : AS NOTED

DATE : 2018

SHEET TITLE :

LOT : -

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PROJECT LOCATION


DESCRIPTIONDATE


OWNER


ARCHITECT


pa, 19102t: 215.546.3155f. 215.545.3999

[email protected]



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REVIEWED BY: RR

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PROJECT NO. 18503

SCALE : AS NOTED

DATE : 2018

SHEET TITLE :

LOT : -

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PROJECT LOCATION


DESCRIPTIONDATE


OWNER


ARCHITECT


pa, 19102t: 215.546.3155f. 215.545.3999

[email protected]



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4/24/19 PERMIT SET


11/16/20 PERMIT SET

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pa, 19102t: 215.546.3155f. 215.545.3999

[email protected]



1/7/18 ZONING

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WINDOW SCHEDULETAG QU

ANSIZE MANUFACTURER STYLE EXTERIOR

FINISHINTERIOR

FINISHREMARKS

DOOR SCHEDULEDOOR FRAME

HARDWARE SET NOTESNO. SIZE STYLE MATL FINISH MATL FINISH

W HT THICK

PROJECT BENCHMARK:MANHOLE RIM EL = 220.977

15.8'

16.7'

6" WATER, 2'-7" COV.

6" WATER, 2'-7" CO

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6" WATER, 3'-1" CO

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6" GAS, 3'-0" CO

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6" GAS, 3'-0" CO

V.

6" GAS, 3'-0" COV.

2'-6" BRICK SAN. SEWER

WITH

6'-6" BRICK STORM

SEWER

00 30' 60'

SCALE: 1"=30'

EXISTING CONDITIONS PLAN

03/07/19

1" = 30'

1 8Sheet of

Philadelphia

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DrawnPhiladelphia

Municipality

CkdJAS

PLDate

Scale

County

Owner(s)

PAState

File6625 LINCOLN DR. (SUBDIV.)

SHANE MCALEERPA PROFESSIONAL ENGINEER

LICENSE NO.: PE083579

1391 WALTON ROAD

BLUE BELL, PA 19422

(267) 885-9875

[email protected]

AHARON SITBON6625 LINCOLN DR, LLC

1218 GREEN ST.PHILADELPHIA, PA 19123

(215) 740 - [email protected]

6625 LINCOLN DRIVE22ND WARD PHILADELPHIA, PA 19119

6625 LINCOLN DR. 1.20520223266900

TOTAL AREA(SQ. FT.)

TOTAL AREA(AC)

P.O.B. POINT OF BEGINNING

SEWER VALVESVUTILITY POLEUP

PECO MAN HOLEPECOMH

BOLLARDBSIGNS

FIRE HYDRANTHyd

GRASS

TRAFFIC SIGNTS

WATER VALVEWVGAS VALVEGV

MAN HOLEMHBELL TELEPHONE MAN HOLEBTMH

EXISTING GAS LINE

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EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING WATER LINE

EXISTING MAJOR CONTOUR

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TRAFFIC DIRECTION ARROW

PHOTOGRAPH LOCATION

EXISTING BUILDING

EXISTING FENCE

1. THIS PLAN IS TO BE USED FOR TITLE OR CONVEYANCE PURPOSE ONLY.

2. PLAN MADE AS PER INSTRUCTIONS OF CLIENT.

3. ATTENTION IS CALLED TO THE ZONING REQUIREMENTS IN THE PHILADELPHIA CODE AS AMENDED.PROPERTY ZONED AS "RSD-3" RESIDENTIAL SINGLE-FAMILY, DETACHED-3, PARCEL #6625 LINCOLN DR.BUILDING SETBACK LINES PER ZONING CODE SHOWN HEREON.

4. ALL DIMENSIONS SHOWN ON THE PLAN ARE PHILADELPHIA DISTRICT STANDARD, THE LEGAL STANDARDOF MEASURE WITHIN THE CITY OF PHILADELPHIA.

5. PHILADELPHIA DISTRICT STANDARD DISTANCES TO BE USED FOR TITLE PURPOSES ONLY.

6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE INSURANCE REPORT AND IS SUBJECTTO THE FINDINGS THAT A VALID TITLE REPORT WOULD DISCLOSE.

7. SUBJECT PREMISES ARE NOT IN A FLOOD HAZARD AREA AS PER FEDERAL EMERGENCY MANAGEMENTAGENCY FLOOD INSURANCE.

8. REGISTERED OWNER(S): 6625 LINCOLN DR, LLC.

9. THE ADDRESSES SHOWN ON THIS PLAN ARE AS PER EXISTING DEEDS OR AS POSTED ON THE PREMISES.

10. ADDRESSES FOR ANY NEWLY CREATED PARCELS ARE TO BE ASSIGNED BY THE OFFICE OF PROPERTYASSESSMENT (OPA/BRT)

11. UPON THE FILING AND RECORDING OF A DEED WITH THE DEPARTMENT OF RECORDS OF THE CITY OFPHILADELPHIA, PREPARED IN ACCORDANCE WITH THIS PLAN, THE LINE SHOWN AS PROPOSED SHALLBECOME ACTUAL AND DECLARED.

12. A ZONING PERMIT IS REQUIRED FOR ANY PROPOSED CHANGES TO THE LOT LINES INCLUDINGCONSOLIDATION OF EXISTING PARCELS.

13. PREMISE SHOWN HEREON HAS STREET FRONTAGE.

14. UTILITY NOTES:THE LOCATION OF UNDERGROUND UTILITIES IS TAKEN FROM PUBLIC RECORDS AND FIELD LOCATIONS OFVENTS, VALVES, MANHOLES, INLETS, ETC.

THE EXTENT, EXACT LOCATION AND DEPTH OF UNDERGROUND HAS NOT BEEN INDEPENDENTLY VERIFIEDBY THE OWNER OR ITS REPRESENTATIVE.

CONTRACTOR SHALL DETERMINE THE EXTENT, EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIESPRIOR TO COMMENCING WORK.

THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHTRESULT BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

CONTRACTOR SHALL NOTIFY UTILITY COMPANIES THREE (3) DAYS PRIOR TO COMMENCING WORK TO COMPLY WITH PENNSYLVANIA ACT NO. 287.

15. ELEVATIONS SHOWN ON PLAN ARE FROM PHILADELPHIA CITY PLAN NO. 311.PROJECT BENCHMARK: MANHOLE RIM, IN LINCOLN DRIVE APPROXIMATELY 15.8FT FROM THE NE CURB LINE, AND APPROXIMATELY 16.7FT FROM THE NORTHWESTERLY MOST PROPERTY CORNERELEVATION = 220.977, AS SHOWN HEREON.

16. CURB ELEVATIONS AND GRADES ARE FROM PHILADELPHIA CITY PLAN NO. 311.

17. THE INFORMATION SHOWN ON THIS PLAN IS FOR THE ULTIMATE USER NAMED HEREON AND IS NOT VALIDTO ANY OTHER PARTIES.

18. ANY ELECTRONIC REPRODUCTION OF THIS SURVEY AND PLAN IS TO BE FOR THE USE OF THE CLIENTONLY. AQUA ECONOMICS & ENGINEERING LLC IS NOT RESPONSIBLE FOR ANY DISCREPANCIES, WHICHMAY ARISE BY THE ELECTRONIC REPRODUCTION OF THE ORIGINAL FILE AND ANY FUTURE PARTIESUTILIZING SAID COPY DO HEREBY RELEASE AQUA ECONOMICS & ENGINEERING LLC FROM ANY AND ALLCLAIMS FOR DAMAGES AS A RESULT OF SAID DISCREPANCIES.

19. COPYRIGHT 2018 - ALL RIGHTS RESERVED - AQUA ECONOMICS & ENGINEERING LLC. NO PART OF THISPLAN MAY BE REPRODUCED, STORED IN AN INFORMATION STORAGE AND RETRIEVAL SYSTEM, ORTRANSMITTED IN ANY FORM, OR BY ANY MEANS, ELECTRICAL, MECHANICAL, PHOTOCOPYING RECORDINGOR OTHERWISE WITHOUT PRIOR PERMISSION OF AQUA ECONOMICS & ENGINEERING LLC.

PWD TRACKING #: FY19-LINC-5251-01

IMPERVIOUS (BUILDING)

IMPERVIOUS (SURFACE)

TOTAL AREA(SQ. FT.)

PERVIOUS (LANDSCAPE)

3,830

7,225

41,444

EXISTING CONDITIONS PLAN

LEGEND

PARCEL

52,498.6

OPA #

EXISTING ADDRESS & PARCEL INFORMATION

GENERAL NOTES

COVER TYPE

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6625 LINCOLN DRIVEPHILADELPHIA PA, 19119

� DEVELOPMENT TYPE: "RE-DEVELOPMENT"

� WATERSHED: "WISSAHICKON"

� COLLECTION SYSTEM: "SEPARATE"

� FLOOD MANAGEMENT DISTRICT: "A"

� IMPERVIOUS COVERAGE CATEGORY: "5"

PROJECT SITE:6625 LINCOLN DR, LLC.1218 GREEN STREETPHILADELPHIA, PA 19123

CONTACT: AARON SITBONPHONE: (215) 740-2229EMAIL: [email protected]

PROJECT OWNER:

2

30' 0' 30'15' 60' 120'

GRAPHIC SCALE

( IN FEET )1 inch = 30 ft.

5

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11/01/2018 ADDRESSING CR01-FY19-LINC-5251-01 JAS

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PROPOSEDPACEL D2.5 STORY

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6619 LINCOLN DR

3-STORY FRAMED

SINGLE-FAMILY

FF EL = 227.83

6621 LINCOLN DR

3-STORY FRAMED

SINGLE-FAMILY

FF EL = 228.83

6623 LINCOLN DR

3-STORY FRAMED

SINGLE-FAMILY

FF EL = 228.83

6627 LINCOLN DR

3-STORY FRAM

ED

SINGLE-FAM

ILY

FF EL = 228.75

EX. STONE STAIRSTO BE REMOVED

BEGIN EX. RETAINING WALLREMOVAL

PR. 6" - 3'-0"RETAINING WALL

PR. 6" - 3'-0"RETAINING WALLS

ESTABLISHED TURF

PR. ESTABLISHEDTURF

PR. PAVEDDRIVEWAY

PR. PAVEDDRIVEWAY

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PR. PAVEDDRIVEWAY

CLASSIFICATION: URBAN ARTERIALWALKING ZONE 6' (6' MIN REQUIRED)

FURNISHING ZONE 4' (4' MIN REQUIRED)

EX. SECTION OF 3'WALL TO REMAIN TO

BE REPLACED IN KIND

PR. 4" DECORATIVECURB

EXISTING STREET LIGHTTO BE UPGRADED TO

STREETS DEPARTMENTLED STANDARD

REFRESH ANY DISTURBEDROADWAY STRIPING

(TYP.)

END EX. WALLREMOVAL

PR. 12' X 20'PAVER PATIO(EL = 228.5)

PR. 3'-0"RETAINING WALL



PR. 6" - 2'-6"RETAINING WALL

PORCH

FOYER





EX. CURB CUT

TO BE REPLACEDPR. CURB

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Sheet of

Philadelphia

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DrawnPhiladelphia

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PLDate

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Owner(s)

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1391 WALTON ROAD

BLUE BELL, PA 19422

(267) 885-9875

[email protected]

6625 LINCOLN DR, LLC1218 GREEN ST.

PHILADELPHIA, PA 19123

PAUL LONIEPA PROFESSIONAL LAND SURVEYOR

LICENSE NO.: SU24461E

SITE DEVELOPMENT PLAN

7/29/2019

1" = 20'

2 7


LOD LIMIT OF DISTURBANCE



LEGEND

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED BUILDING

PROPOSED CONCRETE



PECO MAN HOLEPECOMH

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GRAPHIC SCALE



STREETS DEPARTMENT NOTES1. ALL WORK TO BE DONE IN ACCORDANCE WITH STANDARD

SPECIFICATIONS, APPROVED DRAWINGS, AND REGULATIONS OFTHE DEPARTMENT OF STREETS, PHILADELPHIA WATERDEPARTMENT, PHILADELPHIA PARKS & RECREATIONDEPARTMENT, AND SPECIAL PROVISIONS OF THE PROPOSAL.

2. PURSUANT TO THE REQUIREMENTS OF PENNSYLVANIA ACT 287(1974), AND ONE AS AMENDED, THE CONTRACTOR SHALLCONTACT THE PENNSYLVANIA ONE CALL SYSTEM AT1-800-242-1776, AT LEAST 3 WORKING DAYS PRIOR TOEXCAVATION. PENNSYLVANIA ONE CALL SYSTEM:[WARD 22 - 20180591533].

3. UTILITIES SHOWN ARE TAKEN FROM PUBLIC RECORD. THECONTRACTOR MUST VERIFY THE EXACT LOCATION AND DEPTH.

4. HORIZONTAL AND VERTICAL CONTROL, LINE AND GRADE STAKESFOR CURB, PAVING, ETC. WILL BE FURNISHED BY THE 9TH SURVEYDISTRICT OF THE CITY OF PHILADELPHIA BASED ON ITEM #4-1040.

5. PERMITS FOR BOLLARDS, CURB, & SIDEWALK PAVING WILL BEFURNISHED BY THE 4TH HIGHWAY DISTRICT OF PHILADELPHIA.

6. THE CITY OF PHILADELPHIA SHALL PROVIDE INSPECTIONSERVICES FOR PAVING RELATED WORK, TO BE PAID UNDER ITEM#4-1041 AT A COST OF $345 PER DAY. THE CONTRACTOR SHALLCONTACT THE CONSTRUCTION UNIT OF THE DIVISION OFSURVEYS, DESIGN & CONSTRUCTION AT (215) 686-5539, A MINIMUMOF 2 WEEKS PRIOR TO THE START OF WORK. THIS ITEM,INSPECTION SERVICES, SHALL BE INCLUDED IN THECONTRACTOR'S BID.

7. STREET LIGHT POLE LOCATIONS ARE NOT FINAL. THE STREETSDEPARTMENT STREET LIGHTING ENGINEER WILL DETERMINE THEEXACT LOCATIONS OF THE STREET LIGHT POLES DURINGCONSTRUCTION. CONTACT THE STREET LIGHTING ENGINEER AT(215) 686-5517.

8. STREET TREES MUST BE PERMITTED BY THE PHILADELPHIADEPARTMENT OF PARKS & RECREATION. CONTACT THE STREETTREE MANAGEMENT DIVISION AT (215) 685-4363.

9. FOR PROJECTS ON STATE ROUTES, NOTICE IS HEREBY GIVENTHAT THE RECEIPT OF A PERMIT FROM EITHER THE PHILADELPHIASTREETS DEPARTMENT, OR THE PENNSYLVANIA DEPARTMENT OFTRANSPORTATION (PENNDOT) DOES NOT IMPLY A PERMIT FROMTHE OTHER. ALL PERMITS MUST BE OBTAINED PRIOR TO THESTART OF CONSTRUCTION.

GENERAL NOTES1. THE PROJECT SITE, UNDER GOING A REDEVELOPMENT, IS SHOWN TO HAVE

ONE(1) EXISTING SINGLE-FAMILY HOME, AND FOUR(4) PROPOSEDSINGLE-FAMILY HOMES.

2. RESET ALL UTILITY SERVICE VALVE COVERS AND MANHOLES TO GRADEAS NECESSARY.

3. ALL DIMENSIONS SHOWN ARE PHILADELPHIA DISTRICT STANDARD.

4. RESTORE FADED AND DISTURBED PAVEMENT MARKINGS PER CITY OFPHILADELPHIA STANDARDS.

5. EXISTING CURB LINES TO REMAIN.

6. RESET EXISTING GRANITE CURBLINE AS PER GRADING PLAN. REPLACE ANYDAMAGED SECTIONS IN KIND.

7. PROJECT BENCHMARK: MANHOLE RIM, IN LINCOLN DRIVE NORTH BOUNDR.O.W., APPROXIMATELY 16.7 FT FROM NORTHERN PROPERTY CORNER, ANDAPPROXIMATELY 15.8 FT FROM EASTERLY CURB LINE. ELEVATION = 220.977, ASSHOWN ON EXISTING CONDITIONS PLAN.

11/26/18 ADDRESSING ROW LOG NO. 2018-4333 JAS07/29/2019 ADDRESSING FY19-LINC-5251-01_TR03 JAS


EXIS

TIN

G P

AVED

DR

IVEW

AY(T

O R

EMAI

N)

EXIS

TIN

G P

AVED

DR

IVEW

AY(T

O R

EMAI

N)

SL

SL

SL

PORCH224.33

PORCH223.33

PORCH224.33

PROPOSEDPACEL D2.5 STORY

BRICK HOUSE(TO REMAIN)


(TO REMAIN)

EX.BRICKWALKWAY

EX. B

RIC

KW

ALKW

AY

6619 LINCOLN DR

3-STORY FRAMED

SINGLE-FAMILY

FF EL = 227.83

6621 LINCOLN DR

3-STORY FRAMED

SINGLE-FAMILY

FF EL = 228.83

6623 LINCOLN DR

3-STORY FRAMED

SINGLE-FAMILY

FF EL = 228.83

6627 LINCOLN DR

3-STORY FRAM

ED

SINGLE-FAM

ILY

FF EL = 228.75

PR. 6" BERM

GARAG

E

221.50

FOYER

225.50

220.39TC

220.92EOC

220.99BWK

220.9' TO P.I.

W/ G

REEN ST.

219.83TC

219.53TC

219.07TCGUT

218.88TC

220.34BWK

220.02BWK

219.59BWK

219.83BWK

219.04BWK

218.80BWK

218.44BWK

218.08BWK

217.67BWK

217.51BWK

217.22BWK

217.00BWK

216.80BWK

216.54BWK

216.22BWK

215.93DEP

216.32TC

216.61TC

216.88TC

217.07TC

217.34TC

217.61TC

217.93TC

217.94DEP

218.45DEP

CP GRADE = 0.01

TC 220.41BC 220.08

TC 220.16BC 219.83

TC 219.91BC 219.58

TC 219.66BC 219.33

TC 219.39BC 219.23

TC 219.21BC 219.05

TC 219.12BC 218.79

TC 218.87BC 218.54

TC 218.62BC 218.14

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

219.12

219.12

CP GRADE = 0.01

TC 218.08BC 217.85

TC 217.91BC 217.75

2.0%

TC 218.05BC 217.72

218.69TC

TC 217.64BC 217.52

TC 217.49BC 217.32

TC 217.29BC 217.12

2.0%

2.0%

2.0%

2.0%

2.0%

TC 217.14BC 216.98

TC 217.10BC 216.77

TC 216.72BC 216.55

FOYER225.50

FOYER225.50

FOYER224.50

2.0%

2.0%

2.0%

13.3%

5.5%

16.0%

10.5%

12.7%

11.5%

8.9%

TC 216.58BC 216.41

TC 216.66BC 216.16

TC 216.41BC 216.08

TC 216.15BC 215.82

2.0%

2.0%

2.0% 5'

5'

220.44

220.56

220.24220.36

219.99220.11

219.74219.86

219.64

219.76

219.46219.58

219.68

219.86

221.00

TW 224.25221.50

221.50221.32

221.05

TC 220.51BC 220.18

TW 224.25

PR.STAIRS4 @ 7"

PR.STAIRS

2 @ 7"

220.24

222.73

224.25

TW 224.25

PR.STAIRS

3 @ 7"

228.50

TOW 231.25

TOW 231.25

TOW 231.25

TW 224.25

TW 221.75

TW 223.25

TW 224.25

TW 224.25

TW 224.50

TW 224.25

219.20

219.32

218.95219.07

TW 224.25

219.46

224.00

224.00

224.00

218.70

218.82

218.42

218.54

218.26

218.38

218.13

218.25

217.93

218.05

217.78

218.90

217.58

217.70

217.43

217.55

217.18

217.30

217.01

217.13

BC 220.33BC 220.00

218.50

218.12

222.00

222.00

PR.STAIRS2 @ 7"

PR.STAIRS6 @ 7"

222.00

222.00

228.50

TW 231.25 231.00

230.00

TW 230.25TW 230.25

228.50228.50

228.50

228.50

224

225226

227228

229 230231

232233

234

219

220221

222223

224225

226227

228229

230

232

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

218

220

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235236

228.00

228.50

222.00

222.00

228.00

225.75

217.95

217.95

218.45

218.33

219.50

219.50

221.50

PR.STAIRS

5 @ 7"

227.50227.50

227.50

227.50

226.50

223.50

220.00

220.00

PR.STAIRS2 @ 7"217.50

217.50

218.00

219.00

219.00

216.87

216.99

216.68

216.80

216.49

216.61

216.20

216.22216.29

216.41

216.50

TC 220.33BC 220.00

TC 222.83BC 222.50

TC 225.33BC 225.00

TC 230.33BC 230.00

TC 227.83BC 227.50

TC 231.83BC 231.50

TC 232.41BC 232.08

TC 231.83BC 231.50

TC 233.00BC 232.67

PR.STAIRS

2 @ 7"TC 218.37BC 217.87

TC 218.23BC 217.73

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

1.0%

TC 219.33BC 219.00

220.00

TC 219.00BC 218.77

220.83

220

219

Sheet of

Philadelphia

Drawing

DrawnPhiladelphia

Municipality

CkdJAS

PLDate

Scale

County

Owner(s)

PAState


1391 WALTON ROAD

BLUE BELL, PA 19422

(267) 885-9875

[email protected]

6625 LINCOLN DR, LLC1218 GREEN ST.

PHILADELPHIA, PA 19123

PAUL LONIEPA PROFESSIONAL LAND SURVEYOR

LICENSE NO.: SU24461E

GRADING PLAN

7/29/2019

1" = 20'

3 7


LOD LIMIT OF DISTURBANCE



LEGEND



PROPOSED BUILDING

PROPOSED CONCRETE



PECO MAN HOLEPECOMH

BOLLARDBSIGNS

FIRE HYDRANTHydTRAFFIC SIGNTS


MAN HOLEMH

BELL TELEPHONE MAN HOLEBTMH

LIGHT POLELP

SLSTREET LIGHT

SIGN BASE

TRAFFIC PANEL

N

S

W

E

Know what's

[20180591533]-[000]


20' 0' 20'10' 40' 80'

GRAPHIC SCALE



PROPOSED SPOT ELEVATION

PROPOSED PAVERS

###.##

11/26/18 ADDRESSING ROW LOG NO. 2018-4333 JAS07/29/2019 ADDRESSING FY19-LINC-5251-01_TR03 JAS

224

225226

227228

229 230231

232233

234

219

220221

222223

224225

226227

228229

230232

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

218

220

217

218

219

220

221

222

223

224

225226

227

228

229

230

231

232

233

234

235236


EXIS

TIN

G P

AVED

DR

IVEW

AY(T

O R

EMAI

N)

EXIS

TIN

G P

AVED

DR

IVEW

AY(T

O R

EMAI

N)


WITH

6'-6" BRICK STORM SEW

ER


D

D

D

D

D

D

D

D

D

D

S

S

S

S

S

W

W

W

W

W

W

G

G

G

G

G

G

G

D

D

S

S

S

S

S

W

W

W

W

W

W

G

G

G

G

G

G

G

D

D

D S

S

S

S

S

W

W

W

W

W

W

W

G

G

G

G

G

G

G

G

D

D

D

D

S

S

S

S

S

W

W

W

W

W

W

G

G

G

G

G

G

G

D

D

D

D

D

220218

221

221

221

223

222

221

D

6" GAS, 3'-0" CO

V.

3.5'

12.0'

20.4

'

G4PR. 1" COPPER GASCONXN. PERP. TOEX. 6" GAS MAIN

PR. 1" COPPER WATERCONXN. PERP. TO

EX. 6" WATER MAIN W4

PR. 6" CIP SANITARYCONXN. PERP. TO

EX. 2'-6" BRICK SANITARY SEWERS4

D4

D3


EX. 2'-6" BRICK SANITARY SEWER S3


EX. 6" WATER MAIN

W3

G3

PR. 1" COPPER GASCONXN. PERP. TO

EX. 6" GAS MAIN

PR. 10" CIP STORM LATERALCONXN. PERP. TO

EX. 6'-6" BRICK SANITARY SEWER

D2

PR. 10" CIP STORM LATERALCONXN. PERP. TO

EX. 6'-6" BRICK SANITARY SEWER


EX. 2'-6" BRICK SANITARY SEWER S2


EX. 6" WATER MAIN W2

G2


EX. 6" GAS MAING1


EX. 6" GAS MAIN


EX. 6" WATER MAIN

W1 PR. 6" CIP SANITARYCONXN. PERP. TOEX. 2'-6" BRICK SANITARY SEWER

S1

D1

PR. 10" CIP STORM LATERALCONXN. PERP. TOEX. 6'-6" BRICK SANITARY SEWER

PROPO

SED

6627 LINCOLN DR

OPA 223266910

3-STORY,

SINGLE-FAM

ILY

( 1834 SF DCIA )

PROPOSED

6619 LINCOLN DR

OPA#223266902

3-STORY,

SINGLE-FAMILY

( 1130 SF DCIA )

F.F.=228G=220

PROPOSED

6621 LINCOLN DR

OPA# 223266904

3-STORY,

SINGLE-FAMILY

( 1130 SF DCIA )

PROPOSE

6623 LINCOLN DR

OPA# 223266906

3-STORY,

SINGLE-FAMILY

( 1130 SF DCIA )

D

YD-1W/ SUMPTG=217.50INV=216.00SUMP=214.50

4%

8%

2%

I-1W/ SNOUTTG=217.50INV=216.00SUMP=214.50

CO

CO



I-3W/ SNOUTTG=218.20INV=215.80

SUMP=214.30

YD-3W/ SNOUTTG=219.00INV=217.50SUMP=216.00

I-4W/ SNOUTTG=219.80

INV=216.45SUMP=214.95

YD-4W/ SUMPTG=221.8

INV=216.30SUMP=214.80

CO

CO

CO

CO

SADDLE CONXN.EX. STORM SEWERINV. ELEV = 208.00

SADDLE CONXN.W/ EX. STORM SEWER

INV. ELEV = 208.50


INV. ELEV = 210.87

10" CIP STORM LATERALCONXN. PERP. TO

EX. 6'-6" BRICK SANITARY SEWER(TYP.)

DOWNSPOUT(TYP.)

OS-4RIM=219.90

INV=214.90 (CAPPED 6" UNDERDRAIN)INV=214.50 (OUT)

INV=212.92 (SUMP)

AREA DRAIN-1W/ SUMPTG=228.42INV=222.92SUMP=221.42

65 LF 8" CIP@ 2.0%

7 LF 8" CIP@ 4.3%

12 LF 6" CIP@ 1% MIN







11 LF 8" CIP@ 2.7%

OS-3RIM=219.08

INV=214.85 (CAPPED 5.2" UNDERDRAIN)INV=214.50 (OUT)

INV=212.92 (SUMP)

40 LF 10" CIP@ 9%

38 LF 10" CIP@ 14%

45 LF

10" CIP

@ 13%

OS-2RIM=219.17INV=214.30 (CAPPED 6" UNDERDRAIN)INV=214.25 (OUT)INV=212.67 (SUMP)

62 LF

10" CIP

@ 11%

5 LF 8" CIP@ 2.0%


INV. ELEV = 209.20


8 LF 8" CIP@ 8.3% MIN

3 LF 8" CIP@ 8.3% MIN

4 LF 8" CIP@ 2.5%

5 LF 8" CIP@ 3.0%

TD-2TG=218.20INV=217.93

TD-1TG=217.50INV=217.23

TD-3TG=218.20INV=217.93

TD-4TG=219.80INV=219.53

BASINMONITORINGWELL

BASINMONITORINGWELL

BASINMONITORING

WELL

BASINMONITORINGWELL

UTILITY PLAN

03/07/19

1" = 20'

4 8


PWD TRACKING #: FY19-LINC-5251-01PPPWWDDW TTRRAACCCKINGG ##:: FY199-LINC-55251-01

Sheet of

Philadelphia

Drawing

DrawnPhiladelphia

Municipality

CkdJAS

PLDate

Scale

County

Owner(s)

PAState




1391 WALTON ROAD

BLUE BELL, PA 19422

(267) 885-9875

[email protected]




N

S

W

E

20' 0' 20'10' 40' 80'

GRAPHIC SCALE






MAN HOLEMH



EXISTING LEGEND



PROPOSED BUILDING(IMPERVIOUS)

DOWNSPOUT & SPLASH PAD

PROPOSED UTILITY LINES

PROPOSED LEGEND

W

SD

EXISTING BUILDING

SUBSURFACE INFILTRATIONBASIN (SWM BASIN)

PROPOSED YARD DRAIN D

PROPOSED TRENCH DRAIN

G

PROPOSED WATER METER

PROPOSED FIRE/WATERCURB STOP

M

PROPOSED FRESH AIR INLET

N

S

W E

SITE LOCATION MAP

PROJECT SITE

Linc

oln

Dr

UTILITY CONTACTS1. PHILADELPHIA DEPARTMENT OF STREETS

RIGHT-OF-WAY UNITMAUREEN WANGARI - UTILITY CONTACT1401 JOHN F. KENNEDY BOULEVARD, ROOM 960PHILADELPHIA, PA 19102(215) [email protected]

2. PHILADELPHIA GAS WORKSRYAN BREAM800 W. MONTGOMERY AVENUEPHILADELPHIA, PA 19122(215) [email protected]

3. PHILADELPHIA WATER DEPARTMENTMIKE QUINN1101 MARKET STREET, ARAMARK TOWER2ND FLOORPHILADELPHIA, PA 19107(215) [email protected]

4. SEPTAROBIN YOUMANS1234 MARKET STREETPHILADELPHIA, PA 19107(215) [email protected]

5. PECO ENERGYMARK ALLGAIER830 S. SCHUYLKILL AVENUEPHILADELPHIA, PA 19146(215) [email protected]

6. VERIZON COMMUNICATIONSBRIAN M. MAGEE, MANAGER, OSPE900 RACE STREET, 6TH FLOORPHILADELPHIA, PA 19107(215) [email protected]

7. COMCASTJACK CLAYTON4400 WAYNE AVENUEPHILADELPHIA, PA 19140(215) [email protected]

PROPOSED OUTLET STRUCTURE

PAVERS (PERVIOUS)

Know what's

[20180591533]-[000]

ACT 287ALL PARTIES UTILIZING THIS PLAN AND THE INFORMATIONCONTAINED THEREON ARE CAUTIONED TO COMPLY WITH THEREQUIREMENTS OF THE PENNSYLVANIA ACT 287 AS AMENDED BYPENNSYLVANIA ACT 199, OF 204 ENTITLED "UNDERGROUNDUTILITY LINE PROTECTION LAW". ALL EXISTING UNDERGROUNDUTILITIES ARE TO BE CONSIDERED APPROXIMATE ONLY AND ARETO VERIFIED IN THE FIELD BY THE CONTRACTOR AND THEAPPROPRIATE UTILITY COMPANY PRIOR TO THE COMMENCEMENTOF THE SITE WORK, IN ACCORDANCE WITH ACT 287.

1. ONLY COPIES FROM THE ORIGINAL OF THIS PLAN, CLEARLY MARKED WITH AN ORIGINALEMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID COPIES.

2. DIMENSIONS ARE IN DISTRICT STANDARD UNITS.

3. ELEVATIONS ARE SHOWN REFERENCED TO PHILADELPHIA CITY DATUM AS SHOWN ON THEPHILADELPHIA CITY PLAN.

4. ALL ENCROACHMENTS ARE SHOWN ON THE PLAN, AND EXISTING ENCROACHMENTS AREPROPOSED TO BE DEMOLISHED.

5. EXISTING UTILITIES SHOWN HEREON HAVE BEEN VERIFIED BY SURVEY PREPARED BY AQUAECONOMICS & ENGINEERING, LLC, DATED 05/25/18.

6. PROPOSED UTILITIES SERVICES AND SIZES TO BE CONSIDERED APPROXIMATE AND ARE TOBE VERIFIED BY LICENSED MECHANICAL/ELECTRICAL PROFESSIONAL.

7. THIS SITE IS OWNED, OPERATED, AND MAINTAINED BY 6625 LINCOLN DRIVE, LLC.

8. DEVELOPER/OWNER WILL COMPLY WITH ALL PHILADELPHIA REGULATIONS PERTAINING TOPROPER ABANDONMENT AND/OR REUSE OF WATER SERVICE LINES AND SEWER LATERALS.PROOF OF ABANDONMENT AND/OR WATER DISCONTINUANCE MUST BE PROVIDED UPONREQUEST.

GENERAL NOTESGGGGEEENNEEEERRAAAAEE LL NNNOTES

CONNECTION TYPEID

PROPOSED UTILITY CONNECTIONSSIZE MATERIAL COMMENT

G1

G2

GAS CONNECTION

GAS CONNECTION

1"

1"

COPPER PIPE

COPPER PIPE

G3

G4

GAS CONNECTION

GAS CONNECTION

1"

1"

COPPER PIPE

COPPER PIPE

PPRROOPPPOOSEEED UTTILLITTY CCOONNECCTIONS

S1

S2

SANITARY CONNECTION 6"

6"

VITRIFIED CLAY PIPE

VITRIFIED CLAY PIPE

S3

S4

6"

6"

SANITARY CONNECTION

SANITARY CONNECTION

SANITARY CONNECTION

VITRIFIED CLAY PIPE

VITRIFIED CLAY PIPE

W1

W2

WATER CONNECTION 1"

1"

COPPER PIPE

W3

W4

1"

1"

WATER CONNECTION

WATER CONNECTION

WATER CONNECTION

COPPER PIPE

COPPER PIPE

COPPER PIPE

D1 STORM CONNECTION 10" CAST IRON PIPE




06/03/2019 ADDRESSING FY19-LINC-5251-01_TR01 JAS06/24/2019 ADDRESSING FY19-LINC-5251-01_TR02 JAS07/29/2019 ADDRESSING FY19-LINC-5251-01_TR03 JAS

224

225226

227228

229 230231

232233

234

219

220221

222223

224225

226227

228229

230232

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

218

220

217

218

219

220

221

222

223

224

225226

227

228

229

230

231

232

233

234

235236


WITH


ER


D

D

D

D

D

D

D

D

PROPOSEDUNDISTURBED

AREA

PROPOSEDUNDISTURBED

AREA

PROPOSEDUNDISTURBED

AREA

D

D

D

D

D

D

D

D

D

D

D

10.0'

11.1'

D

D

D

D

D

220218

221

221

221

223

222

221

PROPOSEDPARCEL DEXISTING

6625 LINCOLN DROPA# 2232669082.5 STORY BRICK

HOUSE(TO REMAIN)

( 2530 SF )


(TO REMAIN)( 1300 SF )

EX.BRICKWALKWAY

EX. B

RIC

KW

ALKW

AY

PROPO

SED

6627 LINCOLN DR

OPA 223266910

3-STORY,

SINGLE-FAM

ILY

( 1834 SF DCIA )

PROPOSED

6619 LINCOLN DR

OPA#223266902

3-STORY,

SINGLE-FAMILY

( 1130 SF DCIA )

F.F.=228G=220

PROPOSED

6621 LINCOLN DR

OPA# 223266904

3-STORY,

SINGLE-FAMILY

( 1130 SF DCIA )

PROPOSE

6623 LINCOLN DR

OPA# 223266906

3-STORY,

SINGLE-FAMILY

( 1130 SF DCIA )

D

6" GAS, 3'-0" CO

V.

3.5'

12.0'

20.4

'

(TYP.)

PROPO

SED

6627 LINCOLN DR

OPA 223266910

3-STORY,

SINGLE-FAM

ILY

( 1834 SF DCIA )

PROPOSED

6619 LINCOLN DR

OPA#223266902

3-STORY,

SINGLE-FAMILY

( 1130 SF DCIA )

F.F.=228G=220

PROPOSED

6621 LINCOLN DR

OPA# 223266904

3-STORY,

SINGLE-FAMILY

( 1130 SF DCIA )

PROPOSE

6623 LINCOLN DR

OPA# 223266906

3-STORY,

SINGLE-FAMILY

( 1130 SF DCIA )

D

SWM BMP #2BASIN B

600 SF (30' X 20' X 4')

SWM BMP #4BASIN E

550 SF (55' X 10' X 4')

EX.CONC.LANDING(TYP.)

SWM BMP #1BASIN A625 SF (12.5' X 50' X 3')

(DCIA) PAVED

DRIVEWAY(663 SF)

(DCIA)CONCRETEWALKWAY(121 SF)

(DCIA) PAVEDDRIVEWAY

(756 SF)

4" CURB LINE

12' X 20'PAVER PATIO(EL = 228.5)(IMPERVIOUS)



PR. 6" BERM

SWM BMP #3BASIN C

420 SF (28' X 15' X 3.5')


4%

8%

2%


CO

CO



I-3W/ SNOUTTG=218.20INV=215.80

SUMP=214.30

YD-3W/ SNOUTTG=219.00INV=217.50SUMP=216.00

I-4W/ SNOUTTG=219.80

INV=216.45SUMP=214.95

YD-4W/ SUMPTG=221.8

INV=216.30SUMP=214.80

CO

CO

CO

CO

SADDLE CONXN.EX. STORM SEWERINV. ELEV = 208.00


INV. ELEV = 208.50


INV. ELEV = 210.87

10" CIP STORM LATERALCONXN. PERP. TO

EX. 6'-6" BRICK SANITARY SEWER(TYP.)

DOWNSPOUT(TYP.)

OS-4RIM=219.90

INV=214.90 (CAPPED 6" UNDERDRAIN)INV=214.50 (OUT)

INV=212.92 (SUMP)

AREA DRAIN-1W/ SUMPTG=228.42INV=222.92SUMP=221.42

65 LF 8" CIP@ 2.0%

7 LF 8" CIP@ 4.3%








11 LF 8" CIP@ 2.7%

OS-3RIM=219.08

INV=214.85 (CAPPED 5.2" UNDERDRAIN)INV=214.50 (OUT)

INV=212.92 (SUMP)

40 LF 10" CIP@ 9%

38 LF 10" CIP@ 14%

45 LF

10" CIP

@ 13%


62 LF

10" CIP

@ 11%

5 LF 8" CIP@ 2.0%


INV. ELEV = 209.20


8 LF 8" CIP@ 8.3% MIN

3 LF 8" CIP@ 8.3% MIN

4 LF 8" CIP@ 2.5%

5 LF 8" CIP@ 3.0%

TD-2TG=218.20INV=217.93

TD-1TG=217.50INV=217.23

TD-3TG=218.20INV=217.93

TD-4TG=219.80INV=219.53

BASINMONITORINGWELL

BASINMONITORINGWELL

BASINMONITORING

WELL

BASINMONITORINGWELL EX. PAVED DRIVEWAY

AREA TO BECOMEPERVIOUS GRASS

4" CURB LINE

4" CURB LINE

POST CONSTRUCTION STORMWATER MANAGEMENT PLAN

03/07/19

1" = 20'

5 8



PECO MAN HOLEPECOMH


FIRE HYDRANTHyd






EXISTING LEGEND




PROPOSED BUILDING(IMPERVIOUS)

CONCRETE / PAVING(IMPERVIOUS)

LIMIT OF DISTURBANCE

GRASSED AREA(PERVIOUS)

SURFACE FLOW

DOWNSPOUT & SPLASH PAD

PROPOSED STORM DRAIN

PROPOSED LEGEND

UNDISTRUBED AREA

PPPWWDDW TTRRAACCCKINGG ##:: FY199-LINC-55251-01

Sheet of

Philadelphia

Drawing

DrawnPhiladelphia

Municipality

CkdJAS

PLDate

Scale

County

Owner(s)

PAState




1391 WALTON ROAD

BLUE BELL, PA 19422

(267) 885-9875

[email protected]




N

S

W

E

W

S

D

PROPOSED SANITARY LATERAL

PROPOSED WATER SERVICE

20' 0' 20'10' 40' 80'

GRAPHIC SCALE


EXISTING BUILDING

ORIGINAL SOILSGROUP SYMBOL NAME DESCRIPTION

Ub

Ub

UdB

UdC

URBAN LAND

URBAN LAND

0 - 8 % SLOPES

8 - 15 % SLOPES

SUBSURFACE INFILTRATIONBASIN (SWM BASIN)

PROPOSED YARD DRAIN D

PROPOSED TRENCH DRAIN

PAVERS (PERVIOUS)







PROJECT SITE:

6625 LINCOLN DR, LLC.1218 GREEN STREETPHILADELPHIA, PA 19123


PROJECT OWNER:TOTAL LIMIT OF DISTURBANCE = 40,190 SF

Know what's

[20180591533]-[000]

ACT 287ALL PARTIES UTILIZING THIS PLAN AND THEINFORMATION CONTAINED THEREON ARE CAUTIONEDTO COMPLY WITH THE REQUIREMENTS OF THEPENNSYLVANIA ACT 287 AS AMENDED BYPENNSYLVANIA ACT 199, OF 204 ENTITLED"UNDERGROUND UTILITY LINE PROTECTION LAW". ALLEXISTING UNDERGROUND UTILITIES ARE TO BECONSIDERED APPROXIMATE ONLY AND ARE TOVERIFIED IN THE FIELD BY THE CONTRACTOR ANDTHE APPROPRIATE UTILITY COMPANY PRIOR TO THECOMMENCEMENT OF THE SITE WORK, INACCORDANCE WITH ACT 287.

SUBSURFACE INFILTRATION BASIN CONSTRUCTION SEQUENCE

1. AREAS FOR PROPOSED SUBSURFACE INFILTRATION SMPS MUST BE PHYSICALLY MARKED AS HEAVY EQUIPMENT EXCLUSION ZONES PRIOR TO ANY LAND-DISTURBINGACTIVITIES TO AVOID SOIL DISTURBANCE AND COMPACTION DURING CONSTRUCTION. INSTALL CONSTRUCTION FENCING AROUND SUBSURFACE INFILTRATION AREAS. IFAREAS ARE COMPACTED DURING CONSTRUCTION, ADDITIONAL INFILTRATION TESTING AND POTENTIAL REDESIGN EFFORTS MAY BE REQUIRED.

2. PROVIDE EROSION AND SEDIMENTATION CONTROL PROTECTION ON THE SITE SUCH THAT CONSTRUCTION RUNOFF IS DIRECTED AWAY FROM THE PROPOSEDSUBSURFACE INFILTRATION SMP. SEDIMENT DEPOSITED IN A SUBSURFACE INFILTRATION SMP DURING CONSTRUCTION, PARTICULARLY A STONE BED, CANSIGNIFICANTLY REDUCE SMP PERFORMANCE. THE DESIGNER IS REFERRED TO THE LATEST EDITION OF THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTALPROTECTION (PA DEP) EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL FOR INFORMATION ON DESIGN STANDARDS FOR EROSION ANDSEDIMENTATION CONTROL PRACTICES.

3. INFILTRATION AREAS MAY NOT BE USED AS SEDIMENT TRAPS DURING CONSTRUCTION, UNLESS AT LEAST TWO FEET OF SOIL ARE LEFT IN PLACE WHILE THE AREA ISSERVING AS A SEDIMENT TRAP AND SUBSEQUENTLY REMOVED DURING CONSTRUCTION AFTER THE CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED.

4. COMPLETE SITE ELEVATION GRADING AND STABILIZE ALL DISTURBED SOIL. STABILIZATION OF DISTURBED AREAS MUST BE IMPLEMENTED BEFORE FINALIZING THESUBSURFACE INFILTRATION SMP’S EXCAVATION AND CONSTRUCTION.

5. EXCAVATE SUBSURFACE INFILTRATION AREA TO PROPOSED DEPTH AND MANUALLY GRADE AND SCARIFY THE EXISTING SOIL SURFACE. THE BOTTOM OF THEINFILTRATION BED MUST BE AT A LEVEL GRADE.

6. EXISTING SUBGRADE MUST NOT BE COMPACTED OR SUBJECT TO EXCESSIVE CONSTRUCTION EQUIPMENT PRIOR TO PLACEMENT OF GEOTEXTILE AND STONE BED. THEUSE OF MACHINERY TO LOAD STONE FROM OUTSIDE OF THE INFILTRATION BED FOOTPRINT IS RECOMMENDED. STONE SHOULD BE CAREFULLY PLACED, NOT DUMPED, INTHE INFILTRATION BED. IF IT IS ESSENTIAL THAT EQUIPMENT BE USED IN THE EXCAVATED AREA, ALL EQUIPMENT MUST BE LOW GROUND PRESSURE EQUIPMENT ANDAPPROVED BY PWD. USE OF EQUIPMENT WITH NARROW TRACKS OR TIRES, RUBBER TIRES WITH LARGE LUGS, OR HIGH PRESSURE TIRES WILL CAUSE EXCESSIVECOMPACTION AND MUST NOT BE USED. SHOULD THE SUBGRADE BE COMPACTED DURING CONSTRUCTION, ADDITIONAL TESTING OF SOIL INFILTRATION RATES AND SMPREDESIGN MAY BE REQUIRED. ROCK CONSTRUCTION ENTRANCES MUST NOT BE LOCATED ON TOP OF AREAS PROPOSED FOR INFILTRATION PRACTICES.

7. PLACE GEOTEXTILE AND STONE AGGREGATE IMMEDIATELY AFTER APPROVAL OF SUBGRADE PREPARATION TO PREVENT ACCUMULATION OF DEBRIS OR SEDIMENT.PREVENT RUNOFF AND SEDIMENT FROM ENTERING THE INFILTRATION BED DURING THE PLACEMENT OF THE GEOTEXTILE AND AGGREGATE BED.

8. PLACE GEOTEXTILE IN ACCORDANCE WITH MANUFACTURER’S STANDARDS AND RECOMMENDATIONS. SECURE GEOTEXTILE AT LEAST FOUR FEET OUTSIDE OF BED.ADJACENT STRIPS OF FILTER FABRIC MUST OVERLAP A MINIMUM OF 16 INCHES.

9. INSTALL AGGREGATE COURSE IN LIFTS OF SIX TO EIGHT INCHES. LIGHTLY COMPACT EACH LAYER WITH EQUIPMENT, KEEPING EQUIPMENT MOVEMENT OVER STORAGEBED SUBGRADES TO A MINIMUM. INSTALL AGGREGATE TO GRADES INDICATED ON THE DRAWINGS.

10. ALL STONE THAT MAKES UP THE INFILTRATION SMP MUST REMAIN FREE OF SEDIMENT. IF SEDIMENT ENTERS THE STONE, THE CONTRACTOR MAY BE REQUIRED TOREMOVE THE SEDIMENT AND REPLACE WITH CLEAN WASHED STONE.

11. CONFIRM AND DOCUMENT INVERT ELEVATIONS AND DIMENSIONS FOR ALL STRUCTURES SUCH AS CHAMBERS AND PIPES PRIOR TO BACKFILL.

12. BACKFILL TO FINISHED GRADE. ENSURE BACKFILL IS PROPERLY COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. ENSURE BACKFILL PROCESS DOES NOT DISRUPTPIPE PLACEMENT AND CONFIGURATION.

13. STRUCTURES SUCH AS INLET BOXES, REINFORCED CONCRETE BOXES, INLET CONTROLS, AND OUTLET CONTROLS MUST BE CONSTRUCTED ACCORDING TOMANUFACTURER’S GUIDELINES OR DESIGN PROFESSIONAL'S GUIDANCE.

14. COMPLETE SURFACE GRADING ABOVE SUBSURFACE INFILTRATION SMP, USING SUITABLE EQUIPMENT TO AVOID EXCESS COMPACTION.

15. ONCE THE SITE IS PERMANENTLY STABILIZED WITH VEGETATION, REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.

INSPECT EROSION CONTROL AND FLOW SPREADING DEVICES UNTIL SOILSETTLEMENT AND VEGETATIVE ESTABLISHMENT OF CONTRIBUTINGAREAS HAS OCCURED.

INSPECT INLET CONTROLS, OUTLET STRUCTURES, AND STORAGE AREASFOR TRASH AND SEDIMENT ACCUMULATION

OPERATION AND MAINTENANCE

BIWEEKLY

MONTHLY FOR THE FIRST YEAR AFTER INSTALLATIONTO DETERMINE ONGOING MAINTENANCE FREQUENCY

REGULARLY CLEAN OUT GUTTERS AND CATCH BASINS TO REDUCE SEDIMENT LOAD TO INFILTRATION SMP. CLEANINTERMEDIATE SUMP BOXES, REPLACE FILTERS, AND OTHERWISE CLEAN PRETREATMENT AREAS IN DIRECTLYCONNECTED SYSTEMS.

REMOVE SEDIMENT AND DEBRIS FROM SUBSURFACE INFILTRATION SMP SEDIMENTATION CHAMBER, ASAPPLICABLE WHEN THE SEDIMENT ZONE IS 3 4 FULL.

REMOVE SEDIMENT AND DEBRIS FROM PIPE/VAULT SYSTEMS. SEDIMENT DEPTH IS NOT TO REACH A MAXIMUMDEPTH OF FOUR INCHES BELOW THE SMP'S OUTLET INVERT ELEVATION. REMOVAL OF SEDIMENT FROM GRIDSYSTEMS MUST BE PER MANUFACTURER'S RECOMMENDATIONS OR AS PER THE SITE-SPECIFIC MAINTENANCE PLAN.

INSPECT SUBSURFACE INFILTRATION FACILITY AND CONTROL STRUCTURES.

AS NEEDED

REMOVE FLOATING DEBRIS AND ACCUMULATED PETROLEUM PRODUCTS. QUARTERLY

EVALUATE THE DRAIN DOWN TIME OF THE SMP AFTER A STORM OF AT LEAST ONE INCH TO ENSURE A SMP DRAINDOWN TIME OF LESS THAN 72 HOURS.

QUARTERLY

MAINTAIN RECORDS OF ALL INSPECTIONS AND MAINTENANCE ACTIVITY. ONGOING

EARLY MAINTENANCE ACTIVITY FREQUENCY

QUARTERLY

AS NEEDED

AS NEEDED

ONGOING MAINTENANCE ACTIVITY FREQUENCY

06/03/2019 ADDRESSING FY19-LINC-5251-01_TR01 JAS06/24/2019 ADDRESSING FY19-LINC-5251-01_TR02 JAS

SOIL AMENDMENT NOTESI. SOIL AMENDMENTS ARE TO BE CONDUCTED ON BASINS A, B & C, AND ARE TO SPAN THE ENTIRE CROSS SECTION OF THE SMPs.II. SOILS MUST BE EXCAVATED A MINIMUM OF 2FT BELOW THE BOTTOM OF INFILTRATION BASIN ELEVATION.III. GEOFABRIC SHALL BE INSTALLED BETWEEN THE IN-SITU AND AMENDED SOIL LAYERS.

AMENDED SOILS SEQUENCE OF CONSTRUCTIONa. EXCAVATE TWO FEET BELOW THE PROPOSED INFILTRATION BED INVERT ELEVATION.b. MANUALLY GRADE AND SCARIFY THE EXISTING SOIL SURFACE. THE BOTTOM OF THE INFILTRATION BED SHALL BE AT A LEVEL GRADE. THE EXISTING

SUBGRADE SHALL NOT BE COMPACTED OR SUBJECT TO EXCESSIVE CONSTRUCTION EQUIPMENT.c. PLACE GEOTEXTILE FILTER FABRIC IMMEDIATELY AFTER APPROVAL OF SUBGRADE PREPARATION IN ACCORDANCE WITH MANUFACTURER'S STANDARDS

AND RECOMMENDATIONS.d. AMEND IN-SITU SOIL. [PROVIDE INSTRUCTIONS FOR AMENDING THE IN-SITU SOIL. SOIL AMENDMENT MEDIA CAN INCLUDE COMPOST, MULCH,

MANURES, SAND, AND MANUFACTURED MICROBIAL SOLUTIONS.] THE PROJECT GEOTECHNICAL ENGINEER SHOULD BE ON-SITE TO OBSERVE INSTALLATION OFSOIL AMENDMENTS.

e. PLACE TWO FEET OF AMENDED SOIL ACROSS THE ENTIRE CROSS-SECTION OF THE INFILTRATION BED. LIGHTLY COMPACT EACH LAYER WITH LIGHTEQUIPMENT, KEEPING EQUIPMENT MOVEMENT OVER STORAGE BED SUBGRADES TO A MINIMUM.

f.PERFORM INFILTRATION TESTING OF THE AMENDED SOIL LAYER. A MINIMUM OF THREE INFILTRATION TESTS MUST BE PERFORMED WITHIN THE AMENDEDSOIL LAYER. THE PROCEDURE USED MUST BE THE DOUBLE-RING INFILTROMETER TEST, SOIL SAMPLING AND CHARACTERIZATION ARE ALSO REQUIRED, AND ALLMUST BE IN COMPLIANCE WITH THE CURRENT PHILADELPHIA STORMWATER MANAGEMENT GUIDANCE MANUAL. PRIOR TO INFILTRATION TESTING, PWDMUST BE CALLED (OFFICE: 215-685-6387) TO SCHEDULE AN OBSERVATION. THE ENGINEER MUST PROVIDE A SIGNED AND SEALED GEOTECHNICAL REPORT. ALLINFORMATION MUST BE SUBMITTED TO PWD FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. IF SOIL AMENDMENTS ARE INSTALLED,AND THE TESTED INFILTRATION RATE IS DETERMINED TO BE OUTSIDE OF THE PWD ALLOWABLE RANGE OF 0.4 TO TEN INCHES PER HOUR OR VARIESSIGNIFICANTLY FROM THE DESIGN INFILTRATION RATE, ADDITIONAL SOIL AMENDMENTS AND/OR A SYSTEM REDESIGN WILL BE REQUIRED. ONCE THEINFILTRATION TEST RESULTS ARE REVIEWED AND DETERMINED BY PWD TO BE ACCEPTABLE, PROCEED WITH INSTALLATION OF THE INFILTRATION PRACTICE.

g. SOIL AMENDMENTS SHALL NOT BE COMPACTED OR SUBJECT TO EXCESSIVE CONSTRUCTION PRIOR TO THE PLACEMENT OF GEOTEXTILE AND STONE BED.h. PLACE GEOTEXTILE AND INFILTRATION BED AGGREGATE IMMEDIATELY AFTER APPROVAL OF SOIL AMENDMENT PREPARATION TO PREVENT

ACCUMULATION OF DEBRIS AND SEDIMENT. PREVENT RUNOFF AND SEDIMENT FROM ENTERING THE STORAGE BED DURING THE PLACEMENT OF THEGEOTEXTILE AND AGGREGATE BED.

i.PLACE GEOTEXTILE IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ADJACENT STRIPS OF FILTER FABRIC SHALL OVERLAP AMINIMUM OF 16 INCHES. FABRIC SHALL BE SECURED AT LEAST FOUR FEET OUTSIDE OF BED.

j.INSTALL AGGREGATE COURSE IN LIFTS OF SIX TO EIGHT INCHES. LIGHTLY COMPACT EACH LAYER WITH LIGHT EQUIPMENT, KEEPING EQUIPMENT MOVEMENTOVER STORAGE BED SUBGRADES TO A MINIMUM. IF PROPOSED, INSTALL STORAGE STRUCTURES (E.G., PIPES, ARCHES, CRATES, ETC.) DURING STONE BEDPLACEMENT. INSTALL AGGREGATE TO GRADES INDICATED ON THE DRAWINGS.

k.COMPLETE SURFACE GRADING ABOVE SUBSURFACE INFILTRATION SYSTEM, USING SUITABLE EQUIPMENT TO AVOID EXCESS COMPACTION.

PROPOSED OBSERVATIONWELL

07/29/2019 ADDRESSING FY19-LINC-5251-01_TR03 JAS

�

�

�

�

PLAN VIEW

METAL GRATE(PEDESTRIAN &LIGHT TRAFFIC)

4"-WIDETRENCH DRAIN

CHANNEL

4" M

IN C

ON

C. W

IDTH

BEN

EATH

PAV

ING

4" MIN CONC.

4" MANUFACTUREROUTLET END CAP

4" SDR CONNECTION PIPING(SEE SECTION A-A)

24" X 24"PRE-CAST INLET BOXW/ SNOUT

8" CIP OUTLETPIPE TO BASIN

INLET GRATEPER MANUFACTURER

SNOUT

SECTION A-A

INLET GRATEPER MANUFACTURER

4" MANUFACTURER'SOUTLET END CAP

4" SDRTO LENGTH

AS NECESSARY

4" 45°MANUFACTURED

BEND8" CIP OUTLETPIPE TO BASIN

SNOUT

METAL GRATE

6" M

IN.

15" M

IN. S

UM

P

4" CONC. MIN.

PCSMP & UTILITY DETAILS

03/07/19

1" = 20'

6 8



Sheet of

Philadelphia

Drawing

DrawnPhiladelphia

Municipality

CkdJAS

PLDate

Scale

County

Owner(s)

PAState




1391 WALTON ROAD

BLUE BELL, PA 19422

(267) 885-9875

[email protected]




TRENCH DRAIN DETAILTTRREEENNCCCCH DDDRRRRAIINN DETTAIL

FINISHED GRADE (ELEVATION VARIES)

FULL OVERLAP OF GEOTEXTILE

(A) B LF C" DIA. (4" MIN.) PERFORATEDSTORAGE PIPE

TOP OF STONE ELEVATION

GEOTEXTILE WRAP ALL SIDES

CLEAN GRANULAR COMPACTED BACKFILL(DEPTH VARIES)

TOP OF PIPE ELEVATION

PIPE INVERT ELEVATION

BOTTOM OF STONE ELEVATION

CLEAN-WASHED STONE

UNCOMPACTED SUBGRADE

X

Y

Z

BASIN PIPEMATERIAL

APIPE

QUANTITY

BPIPE

LENGTH

CPIPE

DIAMETER

TOP OFSTONE

ELEVATION

BOTTOM OFSTONE

ELEVATION

TOP OF PIPEELEVATION

PIPE INV.ELEVATION

XDIMENSION

YDIMENSION

ZDIMENSION

NOTES:1. ALL AGGREGATES WITHIN THE STONE STORAGE BED SHALL BE CLEAN-WASHED, DEFINED AS HAVING LESS THAN 0.5% WASH LOSS, BY MASS, WHEN TESTED PER THE

AASHTO T-11 WASH LOSS TEST.

2. ALL PIPE WITHIN INFILTRATION BED TO BE CONTINUOUSLY PERFORATED WITH SMOOTH INTERIOR WITH MINIMUM INNER DIAMETER OF FOUR INCHES.

3. HIGH-DENSITY POLYETHYLENE (HDPE) PIPE MUST MEET SPECIFICATIONS OF AASTOM252, TYPE S OR AASHTO M294, TYPE S.

4. ALL PIPE MATERIALS EXTERIOR TO INFILTRATION BED MUST MEET CITY OF PHILADELPHIA PLUMBING CODE STANDARDS.

5. GEOTEXTILE SHALL CONSIST OF POLYPROPYLENE FIBERS AND MEET THE FOLLOWING SPECIFICATIONS:GRAB TENSILE STRENGTH (ASTM-D4632) > OR = 120 LBS.MULLEN BURST STRENGTH (ASTM-D3786) > OR = 225 LBS.FLOW RATE (ASTM-D4491) > OR = 95 GAL./MIN./FT²UV RESISTANCE AFTER 500 HRS. (ASTM-D4355) > OR = 70%HEAT-SET OR HEAT CALENDARED FABRICS ARE NOT PERMITTED

6. CLEANOUTS TO BE PROVIDED AS DETAILED AND CONSIST OF SMOOTH INTERIOR WITH A MINIMUM INNER DIAMETER OF FOUR INCHES.

TYPICAL OUTLET STRUCTURE DETAILSTYYPPICACAAL OOL UUUTLETET SSTTRUUCTURE DDETAILSN.T.S.

TYPICAL YARD DRAIN DETAILTTYYPPICCAAI LLL YL ARRRDDD DRRAAIN DEETAILN.T.S.

TYPICAL SADDLE CONNECTION DETAILTYYPPICCAAAL SSL AAADDLLEE CCOCONNNEECTION DETAILN.T.S.

06/03/2019 ADDRESSING FY19-LINC-5251-01_TR01 JASN.T.S.

LOCKABLE CAP

6" DIAMETER HDPE PIPESET AT INVERT OF BASIN BOTTOM

(PERFORATED WITHIN BASIN STONEAND SOLID TO FINISH GRADE

FINISH GRADE

6" MIN.DIA.

BASIN MONITORING WELL DETAILBAASINN MONITORING WELL DETAILLN.T.S.


224

225226

227228

229 230231

232233

234

219

220221

222223

224225

226227

228229

230232

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

218

220

217

218

219

220

221

222

223

224

225226

227

228

229

230

231

232

233

234

235236


EXIS

TIN

G P

AVED

DR

IVEW

AY(T

O R

EMAI

N)

EXIS

TIN

G P

AVED

DR

IVEW

AY(T

O R

EMAI

N)


WITH


ER


D

D

D

D

D

D

D

D

PROPOSEDUNDISTURBED

AREA

PROPOSEDUNDISTURBED

AREA

PROPOSEDUNDISTURBED

AREA

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

220218

221

221

221

223

222

221

D

6" GAS, 3'-0" CO

V.

3.5'

12.0'

20.4

'

PROPO

SED

6627 LINCOLN DR

OPA 223266910

3-STORY,

SINGLE-FAM

ILY

( 1834 SF DCIA )

PROPOSED

6619 LINCOLN DR

OPA#223266902

3-STORY,

SINGLE-FAMILY

( 1130 SF DCIA )

F.F.=228G=220

PROPOSED

6621 LINCOLN DR

OPA# 223266904

3-STORY,

SINGLE-FAMILY

( 1130 SF DCIA )

PROPOSE

6623 LINCOLN DR

OPA# 223266906

3-STORY,

SINGLE-FAMILY

( 1130 SF DCIA )

PROVIDE INLET PROTECTIONTO ALL INLETS WITHIN 100LFOF SITE

STOCKPILE

CONCRETEWASHOUT

AREA

STOCKPILELOCATION

ROCKCONSTRUCTIONENTRANCE

CONCRETEWASHOUT

STATION

COMPOST FILTER SOCKACROSS CONSTRUCITONENTRANCE(TYP.)

SILT FENCE AROUNDPROJECT SITE

SILT FENCE AROUNDPROJECT SITE SILT FENCE AROUND

INFILTRATION BASINS TODELINEATE AND PROTECT AREAS

SILT FENCEAROUND STOCKPILE

PROPOSED TRENCH &YARD DRAINS, ONCE

INSTALLED, TO BEPROTECTED DURING

CONSTRUCTION(TYP.)

OBJECTS OF CONSIDERABLE MASS(CONCRETE BLOCKS, SAND BAGS, ETC.)

PLACED DOWNSLOPE OF CFS TOENSURE FIXITY DURING CONSTRUCTION

(TYP.)

D

EROSION & SEDIMENT CONTROL PLAN

03/07/19

1" = 20'

7 8



Sheet of

Philadelphia

Drawing

DrawnPhiladelphia

Municipality

CkdJAS

PLDate

Scale

County

Owner(s)

PAState




1391 WALTON ROAD

BLUE BELL, PA 19422

(267) 885-9875

[email protected]




N

S

W

E

20' 0' 20'10' 40' 80'

GRAPHIC SCALE








PROJECT SITE:

6625 LINCOLN DR, LLC.1218 GREEN STREETPHILADELPHIA, PA 19123


PROJECT OWNER:

TOTAL LIMIT OF DISTURBANCE = 40,190 SF

Know what's

[20180591533]-[000]

ACT 287ALL PARTIES UTILIZING THIS PLAN AND THEINFORMATION CONTAINED THEREON ARE CAUTIONEDTO COMPLY WITH THE REQUIREMENTS OF THEPENNSYLVANIA ACT 287 AS AMENDED BYPENNSYLVANIA ACT 199, OF 204 ENTITLED"UNDERGROUND UTILITY LINE PROTECTION LAW". ALLEXISTING UNDERGROUND UTILITIES ARE TO BECONSIDERED APPROXIMATE ONLY AND ARE TOVERIFIED IN THE FIELD BY THE CONTRACTOR ANDTHE APPROPRIATE UTILITY COMPANY PRIOR TO THECOMMENCEMENT OF THE SITE WORK, INACCORDANCE WITH ACT 287.



PECO MAN HOLEPECOMH


FIRE HYDRANTHyd





EXISTING LEGEND



LOCATION / WATERSHED MAP

AREA (SF)

30,202

DISTURBANCE TYPE

SITE

PROPOSED LIMIT OF DISTURBANCE

LINCOLN DRIVE ROW 7,959

BUILDING FOOTPRINT(IMPERVIOUS)

PAVING (IMPERVIOUS)

LIMIT OF DISTURBANCE

GRASSED AREA(PERVIOUS)

ROCK CONSTRUCTIONENTRANCE

CONCRETE WASHOUTAREA

25.5SPOT ELEVATION

YARD DRAIN

STOCKPILE LOCATION

SILT FENCE

SURFACE FLOW

INLET PROTECTION

DOWNSPOUT

PROPOSED STORM LATERAL

PROPOSED LEGEND

UNDISTRUBED AREA

UNDISTURBED 19,408

PROJECT SITE

SILT FENCE / 12" C.F.S.

W W

SS

D D D

PROPOSED SANITARY LATERAL

PROPOSED WATER SERVICE


CONSTRUCTION SEQUENCE

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE.

1. AT LEAST SEVEN (7) DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OPERATOR SHALLINVITE ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPALOFFICIALS AND THE EROSION & SEDIMENT CONTROL PLAN PREPARER TO AN ON-SITE MEETING.

2. AT LEAST THREE (3) DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORSINVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM INCORPORATED AT1-800-242-1776 FOR BURIED UTILITIES LOCATIONS.

3. AT LEAST SEVEN (7) DAYS PRIOR TO ANY EARTH DISTURBANCE, THE INSPECTIONS COORDINATOR OF PWD(OFFICE: 215-685-6387)) MUST BE CALLED TO SCHEDULE AN INSPECTION.

4. AT LEAST THREE (3) DAYS PRIOR TO THE INSTALLATION OF THE SUBSURFACE WATER QUALITY BASIN, THEINSPECTIONS COORDINATOR OF PWD (OFFICE: 215-385-6387) MUST BE CALLED TO SCHEDULE AN INSPECTION.

5. EACH STAGE SHALL BE COMPLETED IN COMPLIANCE WITH CHAPTER 102 REGULATIONS BEFORE FOLLOWINGSTAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE ONLY THOSE AREAS DESCRIBED IN EACH STAGE.

6. INSTALL ROCK CONSTRUCTION ENTRANCE AND INLET PROTECTION AS SHOWN ON PLANS.

7. DEMOLISH EXISTING PAVING, CURBING, TREES, FENCE, OVERHEAD UTILITIES, SIDEWALKS AND RETAININGWALLS, AND STRIP AND STOCKPILE TOPSOIL ON SITE AT STOCKPILE LOCATION. SEED, MULCH, AND INSTALLCOMPOST FILTER SOCK AROUND SAME.

8. ALL STONE THAT MAKES UP THE SUBSURFACE INFILTRATION BASINS MUST REMAIN FREE OF SEDIMENT. IFSEDIMENT ENTERS THE STONE, THE CONTRACTOR MAY BE REQUIRED TO REMOVE THE SEDIMENT ANDREPLACE IT WITH CLEAN-WASHED STONE.

9. ROUGH GRADE SITE.

10. CONSTRUCT SUBSURFACE INFILTRATION BASINS (SEE SUBSURFACE INFILTRATION BASIN CONSTRUCTIONSEQUENCE ON SHEET 5).

11. INSTALL STORMWATER MANAGEMENT PIPING FOR PROPOSED INLETS, TRENCH DRAINS, AREA DRAINS ANDYARD DRAINS.

12. START CONSTRUCTING BUILDING FOUNDATIONS AND WALLS.

13. START CONSTRUCTING RETAINING WALLS.

14. BEGIN BUILDING CONSTRUCTION.

15. CONSTRUCT SITE CURBING AND STONE SUBBASE FOR PAVED AREAS.

16. CONSTRUCT SIDEWALKS AND PAVED AREAS, AND INSTALL LANDSCAPING. FINE GRADE ALL DISTURBEDAREAS.

17. IMMEDIATELY MULCH AND/OR PLACE EROSION CONTROL BLANKETS ON ALL SLOPES STEEPER THAN 3:1 ANDSWALES. APPLY SEEDING PRIOR TO PLACING EROSION CONTROL BLANKETS.

18. FINALIZE CONSTRUCTION OF BUILDINGS.

19. REMOVE ANY ACCUMULATED SEDIMENT FROM FILTER FENCING AND STABILIZE ELSEWHERE ON SITE.

20. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER ALL DISTURBED AREAS ARE STABILIZED WITH AMINIMUM OF 70% VEGETATIVE COVER. RE-STABILIZE ALL AREAS DISTURBED DUE TO REMOVAL OFTEMPORARY EROSION CONTROL FACILITIES.

21. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALLDISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT INSPECTIONS COORDINATOR OF PWD(OFFICE: 215-685-6387) FOR A FINAL INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPs.

22. AS SOON AS SLOPES, CHANNELS, DITCHES, AND OTHER DISTURBED AREAS REACH FINAL GRADE, THEY MUSTBE STABILIZED. CESSATION OF ACTIVITY FOR FOUR (4) DAYS OR LONGER REQUIRES TEMPORARYSTABILIZATION.

CCOOCOCONONNC STRTRRSS RUCTCTCTIIOONIO SSEQUEENCE

06/24/2019 ADDRESSING FY19-LINC-5251-01_TR02 JAS07/29/2019 ADDRESSING FY19-LINC-5251-01_TR03 JAS

EROSION & SEDIMENT CONTROL - DETIALS & NOTES

03/07/19

1" = 20'

8 8



Sheet of

Philadelphia

Drawing

DrawnPhiladelphia

Municipality

CkdJAS

PLDate

Scale

County

Owner(s)

PAState




1391 WALTON ROAD

BLUE BELL, PA 19422

(267) 885-9875

[email protected]




Know what's

[20180591533]-[000]

1. TEMPORARY SEEDING FOR CRITICAL AREAS:

1. DURING THE LIFE OF THE PROJECT, ALL EROSIONAND SEDIMENT CONTROL DEVICES MUST BEPROPERLY MAINTAINED. MAINTENANCE MUSTINCLUDE INSPECTION OF ALL EROSION ANDSEDIMENT CONTROL ON A WEEKLY BASIS ANDBEFORE ANY ANTICIPATED PRECIPITATIONEVENTS, AND AFTER ALL PRECIPITATION EVENTS,IMMEDIATELY PERFORM CLEANOUT, REPAIRS,AND REPLACEMENT OF THE FACILITIES ASNEEDED.

2. SEEDED AREAS THAT HAVE WASHED AWAYSHALL BE FILLED AND GRADED AS NECESSARYAND THEN RE-SEEDED. A STRAW COVER SHALLBE APPLIED TO RETAIN THE SEED ALONG WITHAN APPROVED ANCHORING METHOD UNTIL THESEED HAS HAD A CHANCE TO ROOT PROPERLY.

3. THE SOIL STOCKPILE SHALL BE COVERED AT THEEND OF EACH CONSTRUCTION DAY.

1. AN INDUSTRIAL WASTE PERMIT WILL BE REQUIRED SHOULD PUMPING TOCITY-OWNED INFRASTRUCTURE BECOME NECESSARY DURING CONSTRUCTION.ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TOTHE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATEDAREAS.

2. INLET PROTECTION SHOULD BE PROVIDED FOR ALL INLETS OWNED BY PWDTHAT ARE LOCATED WITHIN ONE BLOCK OF THE PROJECT SITE.

3. PWD IS NOT RESPONSIBLE FOR ANY CLEANING OR REPAIRS NEEDED ONCITY-OWNED INFRASTRUCTURE DUE TO FAILURE OF ANY EROSION ANDSEDIMENT CONTROL PRACTICES. 6625 LINCOLN DR., LLC TO BE RESPONSIBLEFOR CLEANING AND REPAIRING OF CITY-OWNED INFRASTRUCTURE DUE TOFAILURE OF EROSION AND SEDIMENT CONTROL PRACTICES.

4. INSPECTION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL BESTMANAGEMENT PRACTICES SHALL OCCUR ON A WEEKLY BASIS, BEFORE ANYANTICIPATED PRECIPITATION EVENTS, AND AFTER ALL PRECIPITATION EVENTS.

5. THE MAXIMUM HEIGHT FOR STOCKPILE AREAS SHALL BE 20 FEET. THE MAXIMUMSIDE SLOPE FOR STOCKPILE AREAS SHALL NOT EXCEED 2:1.

6. THE ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLYMAINTAINED ON-SITE. A STOCKPILE SHALL BE MAINTAINED ON-SITE FOR THISPURPOSE. AT THE END OF EACH CONSTRUCTION DAY, ALL SEDIMENT DEPOSITEDON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THECONSTRUCTION SITE. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED,OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

7. FILTER FABRIC FENCE SHOULD BE INSTALLED AT LEVEL GRADE. BOTH ENDS OFEACH FENCE SECTION SHOULD BE EXTENDED AT LEAST 8 FEET. SEDIMENT MUSTBE REMOVED WHEN ACCUMULATIONS REACH 12 THE ABOVE GROUND HEIGHT OFTHE FILTER FENCE.

8. ANY FENCE SECTION WHICH HAS BEEN UNDERMINED OR TOPPED MUST BEIMMEDIATELY REPLACED WITH A ROCK FILTER OUTLET. SEDIMENT MUST BEREMOVED WHEN ACCUMULATIONS REACH 13 THE HEIGHT OF THE OUTLET.

9. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V ORSTEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER DISTURBEDAREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

10. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THEPOTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THEOPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TOMINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFYPWD AND PA DEP.

11. UNTIL THE SITE IS STABILIZED, ALL E&S BMPs SHALL BE MAINTAINED PROPERLY.MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL E&S BMPs PRIOR TO ANYANTICIPATED STORM EVENT, AFTER EACH RUNOFF EVENT AND ON A WEEKLYBASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDINGCLEAN OUT, REPAIR, REPLACEMENT, REGARDING RESEEDING, REMULCHING,AND RENETTING, MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPs FAIL TOPERFORM AS EXPECTED, REPLACEMENT BMPs, OR MODIFICATIONS OF THOSEINSTALLED, WILL BE REQUIRED.

12. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING, AS WELL ASCUTS AND FILLS, SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&SPLAN. A COPY OF THE APPROVED DRAWINGS MUST BE AVAILABLE AT THEPROJECT SITE AT ALL TIMES. PWD SHALL BE NOTIFIED OF ANY CHANGES TO THEAPPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. PWD MAYREQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW ANDAPPROVAL AT ITS DISCRETION.

13. AT LEAST THREE (3) DAYS PRIOR TO STARTING ANY EARTH DISTURBANCEACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THEPENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

14. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITHTHE SEQUENCE PROVIDED DEVIATION FROM THAT SEQUENCE MUST BEAPPROVED IN WRITING BY PWD AND THE PA DEP PRIOR TO IMPLEMENTATION.

15. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OFTOPSOIL TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLEMATERIAL.

16. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSEAREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE.GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOTCOMMENCE IN ANY STAGE OF THE PROJECT UNTIL THE E&S BMPs SPECIFIED BYTHE BMP SEQUENCE FOR THAT STAGE HAVE BEEN INSTALLED AND AREFUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

17. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREASOUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS.THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARINGAND GRUBBING OPERATIONS BEGIN.

18. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANYDEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BEMAINTAINED ON THE SITE AND BE MADE AVAILABLE TO PWD AT THE TIME OFINSPECTION.

19. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THEFOLLOWING MANNER: SEDIMENT BUILDUP TO BE REDISTRIBUTED WITHIN THESITE LIMITS.

20. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SACRIFIED TO A MINIMUM DEPTHOF THREE TO FIVE INCHES - SIX TO 12 INCHES ON COMPACED SOILS - PRIOR TOPLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUMFOUR INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILLOUTSLOPES SHALL HAVE A MINIMUM OF TWO INCHES OF TOPSOIL.

21. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE,SETTLEMENT, SUBSIDENCE, OR OTHER RELATED PROBLEMS. FILL INTENDED TOSUPPORT BUILDINGS, STRUCTURES, AND CONDUITS, ETC. SHALL BE COMPACTEDIN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

22. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEEDNINE INCHES IN THICKNESS.

23. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD,OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFEREWITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

24. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALSSHALL NOT BE INCORPORATED INTO FILLS.

25. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.

26. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLEDIN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACEDRAIN OR OTHER APPROVED METHOD.

27. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPONREACHING FINISHED GRADE.

28. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA ORSUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBEDAREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVEBLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT ATFINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN ONE YEAR, MAY BESTABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATIONSPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN ONEYEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENTSTABILIZATION SPECIFICATIONS.

29. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70%VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH ADENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPESSHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OROTHER MOVEMENTS.

30. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARYTO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BYANOTHER BMP APPROVED BY PWD AND PA DEP.

31. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S BMPSMUST BE REMOVED OR CONVERTED TO PERMANENT POST-CONSTRUCTIONSTORMWATER MANAGEMENT PRACTICES. AREAS DISTURBED DURING REMOVALOR CONVERSION OF THE E&S BMPS SHALL BE STABILIZED IMMEDIATELY. INORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCHREMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATINGSEASON.

32. DURING CONSTRUCTION, THE SELECTED CONTRACTOR IS EXPECTED TOFOLLOW THE PCSMP APPROVED BY PWD. NO CHANGE OR DEVIATION FROM THEAPPROVED PCSMP IS PERMITTED WITHOUT PRIOR APPROVAL FROM PWD.

33. A

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