2-05-07700-01-0100-00001 - Delaware · 2" VALVE AND CORPORATION. STOP. INSTALL 6" FIRE MAIN TO...

2-05-07700-01-0100-00001

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BLUE HEN APARTMENTS

PHASE 2

PHASE 2

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JOB NO.

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FILE NAME

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ENGINEERING GROUP INC.

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CIVIL ENGINEERING & LAND PLANNING

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910 SOUTH CHAPEL STREET · SUITE 200 SUITE 200 NEWARK, DE 19713 Phone: (302) 731-7434 Fax: (302) 731-8211

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EXISTING CONDITIONS

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FOR

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CITY OF DOVER, KENT COUNTY, DELAWARE

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PREPARED FOR: BLUE HEN APARTMENTS, LLC

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BDL

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1"=400'

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7/30/15

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BHA-ExistCon

BLUE

HEN

BLVD

.

HASLET STREET

LONG ISLAND CT. KIMBERTON COURT

3 STORY BUILDING18 APT. UNITS


3 S

TO

RY

BU

ILD

ING

18 A

PT

. UN

ITS

12 A

PT

. UN

ITS


3 GAR. 3 GAR.

3 GAR. 3 GAR.

3 S

TO

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BU

ILD

ING

12 A

PT

. UN

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3 S

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BU

ILD

ING

·

BLUE HEN APARTMENTS - PHASE 2

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FOR C

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SEE SHEET UP-2 FOR CONTINUATION

CONSTRUCTION NOTES:

LEGEND

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EXISTING DAYCARE FACILITY

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N 57%%D06'12" E

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50.00'

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S 32%%D56'12" E

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CPF

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CPF

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1737.74'

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N 57%%D03'07" E

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449.25'

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N 32%%D56'53" W

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210.60'

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N 57%%D06'11" E

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449.25'

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N 32%%D56'53" W

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211.00'

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EXISTING GARAGE

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EXISTING GARAGE

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EXISTING GARAGE

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INV.=32.84

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INV.=32.87

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INV.=33.00

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INV.=32.78

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INV.=32.84

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INV.=32.75

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(3) EX. 15" PCP

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EX. 27" RCP

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INV.=28.24

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INV.=28.22

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1737.92'

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N 57%%D03'07" E

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150.00'

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FF ELEV.=33.00

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FF ELEV.=31.50

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FF ELEV.=32.62

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FF ELEV.=31.95

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FF EL.=33.00

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FF EL.=34.00

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FF EL.=35.00

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FF EL.=35.20

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FF ELEV.=33.70

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FF ELEV.=34.75

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FF ELEV.=35.90

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1 inch = ft.

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( IN FEET )

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40

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SEAL

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CADD FILE

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DESIGNED BY:

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SHEET NO.

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APPLICATION NO.:

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APPROVED BY:

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1"=40'

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YATuroczy

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UTILITY PLAN

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FOR

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PREPARED FOR: PETTINARO CONSTRUCTION CO.

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UP-1

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UtiltyPlan_BHA

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8/7/15

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DJLiberman

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DJLiberman

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GHLarson

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INV.=24.40

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INV.=24.30

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90 L.F. 8" PVC SDR 35 @ 0.40%%%

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SMH

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1

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EXIST. SMH

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TOP=30.00

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INV.=23.95

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INV.=23.85

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EXIST. 8" SAN. SEWER

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88 L.F. 8" PVC SDR 35 @ 0.40%%%

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EXIST. 8" WATER

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INV.=23.95

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CONNECT TO EXIST. SMH

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FOR NEW 8" MAIN

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EXTENSION.

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194 L.F.

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8" PVC

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SDR 35

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@ 1.00%%%

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INV.=24.86

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INV.=24.76

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SMH

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2

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SMH

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3

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INV.=27.96

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CONNECT TO EXIST. 8" MAIN

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WITH 8"x8"x8" SADDLE TAP

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WITH 8" VALVE WEST.

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CONNECT TO EXIST. 8" MAIN

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WITH 8"x8"x8" SADDLE TAP

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WITH 8" VALVE SOUTH.

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MAINTAIN 18" VERTICAL CLEARANCE

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BETWEEN MAINS.

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INSTALL 2" DOMESTIC TYPE "K"

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COPPER WATER MAIN, WITH

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PROVIDE CLEANOUT AS SHOWN

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(TYPICAL)

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INSTALL 6" FIRE SERVICE TO

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BUILDING AS SHOWN, TYPICAL.

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INSTALL 8" D.I.P. CLASS 52

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WATER MAIN AS SHOWN

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PROVIDE 6" SAN. SEWER

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LATERALS AS SHOWN.

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PROVIDE 8" 45%%D BEND &

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BUTTRESS.

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PROVIDE 8"x8"x6" TEE

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WITH 6" VALVE AND

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FIRE HYDRANT SETTING

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SOUTH.

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CONNECT TO EXIST. 8" WATER

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MAIN WITH 8"x8" POWERSEAL

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3490AS TAPPING SLEEVE AND

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MUELLER 2360 TAPPING VALVE.

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20' WIDE PUBLIC UTILITY EASEMENT

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PROVIDE 8"x8"x6" TEE WITH 6" VALVE EAST. TYPICAL AT ALL CONNECTIONS FROM MAIN TO BUILDING.

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INSTALL 2" DOMESTIC TYPE K COPPER WATER MAIN, WITH 2" VALVE AND CORPORATION STOP. TYPICAL AT ALL BUILDINGS.

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MAINTAIN 18" VERTICAL CLEARANCE BETWEEN MAINS.

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WITH 6" VALVE AND

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SOUTH.

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PROVIDE 8"x8"x8" TEE AND BUTTRESS WITH 8" VALVE EAST AND SOUTH.

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2" VALVE AND CORPORATION

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STOP.

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INSTALL 6" FIRE MAIN TO BUILDING AS SHOWN, TYPICAL AT ALL BUILDINGS.

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PROVIDE 1.5" METER WITH ITRON ERT REMOTE READOUT IN MECHANICAL ROOM OF APARTMENT BLDG. METER SHALL BE PURCHASED THROUGH CITY OF DOVER. CONTACT CITY OF DOVER PUBLIC UTILITIES OFFICE A MINIMUM OF SIX (6) WEEKS PRIOR TO REQUIRING THIS METER FOR INSTALLATION. A DUAL CHECK VALVE MUST BE INSTALLED DOWNSTREAM OF THE METER. A WATER METER BYPASS LINE IS NOT PERMITTED FOR THIS TYPE OF BUILDING APPLICATION. SEE DETAIL SHEET FOR SERVICE CONNECTION. TYPICAL TYPICAL AT ALL BUILDINGS.

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EXIST. 8" WATER

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EXIST. 8" WATER

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EXIST. 8" WATER

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EXIST. 8" WATER

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EXIST. 8" WATER

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EXIST. 8" WATER

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182 L.F. 8" PVC SDR 35 @ 0.50%%%

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INV.=28.53

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INV.=27.62

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INV.=27.52

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INV.=27.37

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INV.=27.27

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230 L.F. 8" PVC SDR 35 @ 0.50%%%

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300 L.F. 8" PVC SDR 35 @ 0.50%%%

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10' MIN.

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(TYPICAL)

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WATER MAIN AS SHOWN

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LATERALS AS SHOWN.

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SMH

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8

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10

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1. All non-metallic water lines must be installed with a tracer wire and detector tape. The wire shall be a minimum of 12 gauge blue coated solid copper wire extended up into all valve boxes. The detector tape shall be 6" wide with the following text, "CAUTION BURIED WATER LINE BELOW". Tracer wire shall be connected to all fire hydrants and extended up into all valve boxes. 2. All curb and sidewalk damaged by construction of this site shall be replaced in accordance with the City of Dover standards. 3. All existing sanitary sewer lines, roof drains, and water lines not used for the proposed construction must be properly abandoned at the mains prior to issuance of a certificate of occupancy. 4. All existing utilities shall be adjusted to grade in accordance with City of Dover requirements and practices. 5. All materials and workmanship shall conform to City of Dover Public Works standards and specifications and requirements. 6. Hydrant connections by the contractor are prohibited. This method may not be utilized during any phase of the project. 7. Part II, Chapter 180, Article III, Section 180-10 of the Code of Kent County requires that no person shall discharge or cause to be discharged any stormwater, surface water, uncontaminated groundwater, roof runoff, subsurface drainage, uncontaminated noncontact cooling water or unpolluted industrial process waters to any sanitary sewer, this shall include condensate. Sec. 110-231 of the City of Dover Code defines storm sewer as any system used for conveying rain water, surface water, condensate, cooling water or similar liquid wastes, exclusive of sewage. The contractor, developer, owner and designers shall ensure during construction that no illegal discharges to the sanitary sewer system are created with the site improvements. 8. The site contractor shall contact the City of Dover Public Utilities Construction Manager at (302) 736-7070 prior to the start of construction. A representative from the City of Dover Department of Public Utilities must observe and approve all City owned water and sanitary sewer interconnection and testing. All water taps must be performed by a City of Dover approved contractor. The proposed location for the water tap may need to be adjusted in the field due to conditions of the existing main. Possible conditions that would require tapping relocation include proximity to pipe joints, other taps, concrete encasements, conflict with other utilities, and the like. Test holes performed by the contractor to determine the best tapping location. The City of Dover will not be held responsible for field conditions requiring adjustment of the tapping location or for any work required by the contractor to make an appropriate and lawful connection.

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EXISTING CONTOUR

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PROPOSED CONTOUR

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EXISTING STORM DRAIN LINE

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PROPOSED STORM DRAIN LINE

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STORM DRAIN MANHOLE

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EXISTING SAN. SEWER LINE

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PROPOSED SAN. SEWER LINE

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SANITARY SEWER MANHOLE

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PROPOSED SEWER CLEANOUT

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PROPOSED WATER LINE

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EXISTING FIRE HYDRANT

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PROPOSED FIRE HYDRANT

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EXISTING WATER VALVE

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PROPOSED WATER VALVE

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EXISTING UTILITY POLE

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EXISTING GUY WIRE

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LIGHT POLE

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SIGN

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FENCE LINE

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BOLLARD

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EXISTING DECIDUOUS TREE

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LIGHTING NOTE: ALL BUILDINGS SHALL HAVE WALL MOUNTED LIGHTS. US ARCHITECTURAL LIGHTING MODEL MLX-T-HR-IV=100MH. MOUNTED 8' ABOVE GRADE WITH TYPE IV HORIZONTAL SEGMENTED REFLECTOR, SINGLE LUMINARE POLE. INSTALL PER MANUFACTURER'S SPECIFICATIONS.

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PROPOSED POLE MOUNTED LIGHT. SUN VALLEY LIGHTING MODEL CMP-CA-HR-IV-100MH. INSTALL PER MANUFACTURER'S SPECS.

KIMBERTON COURT KEARSNEY COURT

PLUM

AGE C

OURT







6 APT.

3 GAR. 3 GAR. 3 GAR. 3 GAR. 3 GAR. 3 GAR. 3 GAR. 3 GAR. 3 GAR. 3 GAR.

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BLUE HEN APARTMENTS - PHASE 2

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499.25'

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N 32%%D56'53" W

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EXISTING GARAGE

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EXIST.

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PUMP

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STA.

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EX. 27" RCP

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INV.=28.24

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INV.=28.22

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INV.=27.78

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INV.=27.99

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150.00'

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S 56%%D55'10" W

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D

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FF ELEV.=30.50

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1 inch = ft.

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CHECKED BY:

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SHEET NO.

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APPLICATION NO.:

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APPROVED BY:

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1"=40'

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YATuroczy

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UTILITY PLAN

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FOR

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PREPARED FOR: PETTINARO CONSTRUCTION CO.

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UP-2

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UtiltyPlan_BHA

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8/7/15

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DJLiberman

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DJLiberman

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GHLarson

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SMH

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4

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SMH

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5

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SMH

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6

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SMH

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7

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SMH

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8

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SMH

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12

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SMH

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11

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EXIST. 4" FM

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EXIST. 4" FM

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EXIST. 4" FM

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EXIST. 8" WATER

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EXIST. 8" WATER

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20' WIDE PUBLIC UTILITY

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EASEMENT.

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20' WIDE PUBLIC UTILITY

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EASEMENT.

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EXIST. 4" FORCE MAIN AND 20' WIDE PUBLIC UTILITY EASEMENT SHALL BE RELOCATED AS SHOWN.

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EXIST. SMH

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TOP=29.82

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INV.=16.52

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INV.=16.42

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EXIST. SMH

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TOP=31.70

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INV.=25.77

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INV.=23.50

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245 L.F. 8" PVC SDR 35 @ 0.96%%%

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INV.=23.27

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INV.=23.17

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276 L.F. 8" PVC SDR 35 @ 0.96%%%

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INV.=21.79

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INV.=21.79

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INV.=21.69

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INV.=20.93

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INV.=21.03

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INV.=16.52

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230 L.F. 8" PVC SDR 35 @ 1.92%%%

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130 L.F. 8" PVC SDR 35 @ 0.50%%%

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INV.=26.52

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INV.=25.87

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INV.=24.67

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INV.=24.77

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INV.=26.27

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INV.=26.37

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300 L.F. 8" PVC SDR 35 @ 0.50%%%

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300 L.F. 8" PVC SDR 35 @ 0.96%%%

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132 L.F. 8" PVC SDR 35 @ 0.50%%%

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CORE DRILL EXIST. MANHOLE AND RECONSTRUCT FLOW CHANNEL TO ACCOMMODATE NEW MAIN. MANHOLE PIPE SHALL BE WATERTIGHT PER CITY OF DOVER STANDARDS.

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PROVIDE CONCRETE ENCASEMENT 10' EACH SIDE OF CROSSING.

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10' MIN.

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PROVIDE 8"x8"x6" TEE WITH 6" VALVE EAST. TYPICAL AT ALL CONNECTIONS FROM MAIN TO BUILDING.

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INSTALL 2" DOMESTIC TYPE K COPPER WATER MAIN, WITH 2" VALVE AND CORPORATION STOP. TYPICAL AT ALL BUILDINGS.

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MAINTAIN 18" VERTICAL CLEARANCE BETWEEN MAINS.

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WITH 6" VALVE AND

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SOUTH.

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PROVIDE 8"x8"x8" TEE AND BUTTRESS WITH 8" VALVE EAST AND SOUTH.

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INSTALL 6" FIRE MAIN TO BUILDING AS SHOWN, TYPICAL AT ALL BUILDINGS.

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PROVIDE 1.5" METER WITH ITRON ERT REMOTE READOUT IN MECHANICAL ROOM OF APARTMENT BLDG. METER SHALL BE PURCHASED THROUGH CITY OF DOVER. CONTACT CITY OF DOVER PUBLIC UTILITIES OFFICE A MINIMUM OF SIX (6) WEEKS PRIOR TO REQUIRING THIS METER FOR INSTALLATION. A DUAL CHECK VALVE MUST BE INSTALLED DOWNSTREAM OF THE METER. A WATER METER BYPASS LINE IS NOT PERMITTED FOR THIS TYPE OF BUILDING APPLICATION. SEE DETAIL SHEET FOR SERVICE CONNECTION. TYPICAL TYPICAL AT ALL BUILDINGS.

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(TYPICAL)

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WATER MAIN AS SHOWN

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LATERALS AS SHOWN.

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PROVIDE 8" CROSS WITH 8" VALVE NORTH AND SOUTH.

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PROVIDE 8"x6" REDUCER WITH 6" VALVE AND FIRE HYDRANT SETTING SOUTH.

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DEFLECT 4" FM AS NEEDED TO MAINTAIN 18" VERTICAL CLEARANCE BETWEEN MAINS.

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REMOVE TREES AS NEEDED TO MAINTAIN 10' SEPARATION FROM SEWER MAIN.

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DEFLECT WATER MAIN AS NEEDED TO MAINTAIN 18" VERTICAL CLEARANCE BETWEEN MAINS.

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31

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SS

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C.O.

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W

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x

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WV

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H

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Y

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D

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D

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Y

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H

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S

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D

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EXISTING CONTOUR

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PROPOSED CONTOUR

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EXISTING STORM DRAIN LINE

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PROPOSED STORM DRAIN LINE

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STORM DRAIN MANHOLE

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EXISTING SAN. SEWER LINE

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PROPOSED SAN. SEWER LINE

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SANITARY SEWER MANHOLE

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PROPOSED SEWER CLEANOUT

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EXISTING WATER LINE

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PROPOSED WATER LINE

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EXISTING FIRE HYDRANT

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PROPOSED FIRE HYDRANT

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EXISTING WATER VALVE

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PROPOSED WATER VALVE

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EXISTING UTILITY POLE

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EXISTING GUY WIRE

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LIGHT POLE

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SIGN

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FENCE LINE

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BOLLARD

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EXISTING WOODS LINE

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EXISTING DECIDUOUS TREE

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30

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lands n.o.f.

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STOVER HOMES PROPERTIES, LLC

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ED-05-077.00-03-04.00

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ZONED: IPM

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lands n.o.f.

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STOVER HOMES PROPERTIES, LLC

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ED-05-077.00-03-03.00

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ZONED: IPM

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LIGHTING NOTE: ALL BUILDINGS SHALL HAVE WALL MOUNTED LIGHTS. US ARCHITECTURAL LIGHTING MODEL MLX-T-HR-IV=100MH. MOUNTED 8' ABOVE GRADE WITH TYPE IV HORIZONTAL SEGMENTED REFLECTOR, SINGLE LUMINARE POLE. INSTALL PER MANUFACTURER'S SPECIFICATIONS.

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PROPOSED POLE MOUNTED LIGHT. SUN VALLEY LIGHTING MODEL CMP-CA-HR-IV-100MH. INSTALL PER MANUFACTURER'S SPECS.

Mapping provided by the Delaware Office of State Planning Coordination

www.stateplanning.delaware.gov

Legend2010 State Strategies

Level 1Level 2Level 3Level 4Out of PlayAgriculture Districts

!

!

! Agriculture EasementsState ForestsPublicly Accessible LandsPLUS Project Areas

Preliminary Land Use Service (PLUS)

Little Creek RdCounty Road 67S Little Creek Rd

CountyRoad 67

Capitol

Ave

East Dover

Elementary School

Transportation Cir

N Governor

Blvd

Blue Hen Mall

MonarchDr

TrafficCircle

Transportation Cir

Public

Safety Blvd

CountryDr

Mori ar ity St

Public

Safety Blvd

Holm esSt

Blue Hen Blvd

Margaret CtJHBr

o wn B

lv d

Lafferty St

Mona

rchDrIngram St

FowlerCt

Barl Ct

Transit Rd

Coun

tryD r

Mer

Way

MillerRd

Transportation Cir

Roberta Ave

Fox Rd

Signa

l St

5th St

Otis

Dr

John

Hun

nBr

own R

d

Barris

ter Pl

Sign Shop Rd Lafferty Ln

Crawford Ave

¬«1

¬«1

2005-07-17

2006-12-032007-09-10

2008-01-12

2008-03-01

2015-08-01

Dover

CapitolPark

HelenTriffillis

AlvinRobinson

JohnBounds

EAST DOVERELEMENTARY

Blue HenMall

Schoolview

TransportationAdministrationCenter

CapitolPark OpenSpaceIsaacs Branch

Greenway Path

East DoverElementary

School

®

1:9,000

DelawareDover

Camden

¬«1

¬«8

£¤113")192

Location Map

Blue Hen Apartments - Phase 22015-08-01



Legend2007 Land Use

Single Family DwellingsMulti-Family DwellingsMobile Home Parks/CourtsCommercialTransportation/Communication/UtilitiesMixed Urban/Built-upInstitutional/GovernmentalFarms, Pasture, CroplandRangelandDeciduous ForestMixed ForestShrub/Brush RangelandMan-made Reservoirs and ImpoundmentsEmergent Wetlands - Tidal and Non-tidalForested Wetlands - Tidal and Non-tidalScrub/Shrub Wetlands - Tidal and Non-tidalExtraction and TransitionalAgriculture Districts

!

!



Little Creek RdCounty Road 67S Little Creek Rd

CountyRoad 67

Capitol

Ave

East Dover

Elementary School

Transportation Cir

N Governor

Blvd

Blue Hen Mall

MonarchDr

TrafficCircle

Transportation Cir

Public

Safety Blvd

CountryDr

Mori ar ity St

Public

Safety Blvd

Holm esSt

Blue Hen Blvd

Margaret CtJHBr

o wn B

lv d

Lafferty St

Mona

rchDrIngram St

FowlerCt

Barl Ct

Transit Rd

Coun

tryD r

Mer

Way

MillerRd

Transportation Cir

Roberta Ave

Fox Rd

Signa

l St

5th St

Otis

Dr

John

Hun

nBr

own R

d

Barris

ter Pl

Sign Shop Rd Lafferty Ln

Crawford Ave

¬«1

¬«1

2005-07-17

2006-12-032007-09-10

2008-01-12

2008-03-01

2015-08-01

Dover

CapitolPark

HelenTriffillis

AlvinRobinson

JohnBounds

EAST DOVERELEMENTARY

Blue HenMall

Schoolview

TransportationAdministrationCenter

CapitolPark OpenSpaceIsaacs Branch

Greenway Path


School

®

1:9,000

DelawareDover

Camden

¬«1

¬«8

£¤113")192

Location Map




LegendAgriculture Districts

!

!



FowlerCt

Barl Ct

Blue Hen Mall

Roberta Ave

Otis Dr

East Dover

Elementary School

Crawford Ave

2005-07-17

2007-09-10

2015-08-01Dover

Schoolview


School

®

1:3,287

DelawareDover

¬«8

Bay Rd

State Route 1 Lafferty Ln

Little Creek Rd

Location Map


2-05-07700-01-0100-00001 - Delaware · 2" VALVE AND CORPORATION. STOP. INSTALL 6" FIRE MAIN TO...

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Transcript of 2-05-07700-01-0100-00001 - Delaware · 2" VALVE AND CORPORATION. STOP. INSTALL 6" FIRE MAIN TO...