HY D

ORANGE STREET

ORANGE STREET

COMMON ALLEY

10'-0"MIN.

PR

OPO

SED

2-S

TO

RY

TO

WN

HO

USE

MEET EXISTING CURB ANDSIDEWALK (TYP)

NEW GRANITE CURB(OR RESET EXISTING)

34" COPPER, TYPE K

SERVICE WITH SADDLEAND CORP. VALVE (TYP)

WYE SADDLECONNECTION,

SEE DETAIL (TYP)

MEET EXISTING CURB ANDSIDEWALK (TYP)

PR

OPO

SED

2-S

TO

RY

TO

WN

HO

USE

PR

OPO

SED

2-S

TO

RY

TO

WN

HO

USE

PR

OPO

SED

2-S

TO

RY

TO

WN

HO

USE

NEW GRANITE CURB(OR RESET EXISTING)

SS

SS

SS

SS

SS

SS

SS

SS

WW

WW

W

WW

WW

W

WW

WW

W

WW

WW

SS

SS

SS

3.07'

6'

6.06'

LOT LINES PER MAPREFERENCE 2

LOT LINES PER MAPREFERENCE 2

INSTALL NEWSTREET TREE.

COORDINATEWITH CITYFORESTER

EXISTING STREET TREETO REMAIN.

TURF (GRASS)ESTABLISHMENT IN

REAR AND SIDE YARDS

TURF (GRASS)ESTABLISHMENT IN LOTTO REMAIN VACANT,PER CITY CODESECTION 151-20C

TURF (GRASS)ESTABLISHMENT IN

REAR AND SIDE YARDS

C/O

C/OC/O C/O

WV

WV WV WV

INSTALLSTORMWATERPLANTER. DIRECTROOF DRAIN INTOPLANTER. (TYP)

INSTALLSTORMWATERPLANTER. DIRECTROOF DRAIN INTOPLANTER. (TYP)

TRENCHING LIMITS FORCURB AND UTILITYINSTALL

TRENCHING LIMITSFOR CURB ANDUTILITY INSTALL

CURB TO CURB STREETRESTORATION PER CITYREQUIREMENTS. SEEDETAIL.

NEW SIDEWALK,PER DETAIL

152

151

152

150

149

148

150

149

148 14

7

EL: 150.70

EL: 152.94

EL: 147.72

EL: 151.12

TC 152.07BC 151.57

TC 150.23BC 149.73

TC 150.54BC 150.04

TC 147.37BC 146.87

147

HY D

ORANGE STREET

DO

VE

STR

EE

T

MEET EXISTINGCURB AND

SIDEWALK (TYP)

NEW GRANITE CURB(OR RESET EXISTING)

34" COPPER, TYPE K

SERVICE WITH SADDLEAND CORP. VALVE (TYP)

WYE SADDLECONNECTION,SEE DETAIL (TYP)

MEET EXISTINGCURB ANDSIDEWALK (TYP)

WW

WW

W

SS

S

WW

WW

W

WW

WW

W

SS

S

SS

S

PR

OPO

SED

2-S

TO

RY

TO

WN

HO

USE

PR

OPO

SED

2-S

TO

RY

TO

WN

HO

USE

PR

OPO

SED

2-S

TO

RY

TO

WN

HO

USE

1.7' 3.5'

TURF (GRASS)ESTABLISHMENT INREAR AND SIDE YARDS

INSTALL NEW STREET TREE.COORDINATE WITH CITYFORESTER

C/OC/OC/OWVWVWV

INSTALLSTORMWATER

PLANTER. DIRECTROOF DRAIN INTO

PLANTER. (TYP)

LOT LINES PER MAPREFERENCE 2

TRENCHING LIMITS FORCURB AND UTILITY

INSTALL (TYP)

CURB TO CURB STREETRESTORATION PER CITYREQUIREMENTS. SEEDETAIL.

NEW SIDEWALK,PER DETAIL

TC 122.23BC 121.73

TC 120.23BC 119.73

EL: 120.98EL: 122.93

122

121

128127

126

125

124

123

122

PROPOSED 4" ØSCHEDULE 40 PVC PIPE

PROPOSED 4" ØSCHEDULE 40 PVC PIPE

INSTALL CLEAN-OUT,NO CHECK VALVE

INSTALL CLEAN-OUTWITH CHECK VALVE

SHEET NUMBER:

SCALE:

PROJECT NUMBER:

DRAWN BY:DATE:

DRAWING NAME:

CHECKED BY:

SHEET TITLE:

REV

DA

TE

DR

AW

N B

YD

ESC

RIP

TIO

N

Customer Loyalty through Client Satisfaction

w w w . m a s e r c o n s u l t i n g . c o m

PROTECT YOURSELF

Copyright © 2019. Maser Consulting. All Rights Reserved. This drawing and allthe information contained herein is authorized for use only by the party forwhom the services were contracted or to whom it is certified. This drawing maynot be copied, reused, disclosed, distributed or relied upon for any other purpose

without the express written consent of Maser Consulting, P.A.

ALL STATES REQUIRE NOTIFICATION OFEXCAVATORS, DESIGNERS, OR ANY PERSON

PREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

Office Locations:

FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:WWW.CALL811.COM

C O N S U L T I N G P. A.

n NEW JERSEY • Red Bank • Clinton

• Hamilton • Egg Harbor

• Montvale • Mt. Arlington

• Mt. Laurel

n NEW YORK • Albany • New Windsor

• Westchester

n NEW MEXICO • Albuquerque

n MARYLAND • Columbia

n TEXAS • College Station

n COLORADO • Denver

n FLORIDA • Tampa • Orlando

• Miami • Jacksonville

n PENNSYLVANIA • Lehigh Valley • Exton • Philadelphia • Pittsburgh

n NORTH CAROLINA • Charlotte • Raleigh

n VIRGINIA • Sterling • Norfolk

n TENNESSEE • Nashville

n INDIANA • Lafayette

C-GRAD

ALBANY OFFICE18 Computer Drive East

Suite 203Albany, NY 12205

Phone: 518.459.3252Fax: 518.459.3284

2018\1

8000798A

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By:

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State of N.Y. Certificate of Authorization: 0008671 / 0008821

Know what'sbelow.before you dig.Call

R

REVIEWED BY:

PRELIMINARYMAJOR SITE PLAN

HABITAT FORHUMANITY CAPITAL

DISTRICT

BLOCK 2LOTS 28, 29, 36, 37, 38

CITY OF ALBANYALBANY COUNTY

NEW YORK

AS SHOWN 05/23/19 BDR DAF

18000798A

6

17/3

0/1

9PA

MR

EV

ISIO

NS

PER

CLIE

NT

.

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

__________________________

of

FOR

PTH

DANIEL A. FARNAN

ENGINEER - LICENSE NUMBER: 092510-1

NEW YORK LICENSED PROFESSIONAL

SITE PLAN

3

N

S

E

W

NO

RTH

20 20 40

SCALE : 1" = 20'

0

N

S

E

W

NO

RTH

#241-245 ORANGE STREET SITE PLANSCALE: 1"=20'-0"

# 288-292 & #301 ORANGE STREET SITE PLANSCALE: 1"=20'-0"

LEGENDEXISTING PROPOSED

TRAVERSE LINE, CENTER LINEOR BASELINE (LABEL AS SUCH)

ADJOINING PROPERTY LINE

PROJECT PROPERTY LINE

EDGE OF PAVEMENT

CURB

DEPRESSED CURB

SIDEWALK

FENCES

TREELINE

ROADWAY SIGNS

X X X X

13+0012+00

BACK

FACE

S

D

7574

G 29.0

TC 29.0

BC 29.0

TDC 29.0

CURB INLET

GRATE INLET

STORM MANHOLE

SANITARY MANHOLE

FLARED END SECTION

HEADWALL

HYDRANT

POLE MOUNTED LIGHT

CONTOURS

SPOT ELEVATION

DIRECTION OF OVERLAND FLOW

TOP OF CURB ELEVATION

BOTTOM OF CURB ELEVATION

TOP OF DEPRESSED CURB ELEVATION

OVERHEAD WIRES

WATER MAIN

GAS MAIN

TELEPHONE CONDUIT

ELECTRIC CONDUIT

SANITARY PIPE

STORM PIPE

OHW

W

G

T

E

S

H

Y D

BULK TABLE:

ZONE: "R-T" TOWNHOUSE

EXISTING USE: TOWNHOUSE AND/OR VACANT LOT

PROPOSED USE: RESIDENTIAL ONE-FAMILY TOWNHOUSES

ZONING BULK TABLEREQUIREMENT REQUIRED EXISTING PROVIDED

LOT AREA (MIN.) 1,150 SF 1,442 SF (SMALLEST LOT) 1,386 SF (SMALLEST LOT)

LOT DEPTH (MIN.) 55 FT 66 FT 66 FT

LOT WIDTH (MIN.) 18 FT 22 FT 19 FT

IMPERVIOUS LOT COVERAGE (MAX) 80% 59% 56%

FRONT SETBACK (MIN) 0 FT 0 FT 0 FT

SIDE SETBACK (MIN) 0 FT 0 FT 0 FT

SIDE SETBACK (MAX) 3'-6" 0 FT 6.06 FT

REAR YARD SETBACK (MIN) 10% OF LOT DEPTH 40% OF LOT DEPTH 34% OF LOT DEPTH

PRINCIPAL BUILDING HEIGHT (MAX) 3 1/2 STORY 2 1/2 STORY 2 1/2 STORY

ACCESSORY BUILDING HEIGHT (MAX) 1 1/2 STORY NONE EXISTING NONE PROPOSED

SITE PLAN NOTES:

1. THE CONTRACTOR SHALL OBTAIN GRADING PERMIT, STREET OPENING PERMITAND STREET ACCESS APPLICATION (CURB-CUT) FROM THE DEPARTMENT OFGENERAL SERVICES FOR WORK WITHIN THE CITY'S ROW.

2. A SUBBASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING INSTALLATIONOF UTILITIES WITHIN CITY STREETS, DRIVEWAYS, AND SIDEWALKS.

3. FOUNDATION OF BUILDING SHALL BE WATERPROOFED. SEE ARCHITECTURALDRAWINGS FOR INFORMATION ON PROPOSED BUILDINGS.

4. UNLESS OTHERWISE SPECIFIED, ALL CONCRETE USED ON THIS PROJECT SHALL BEDESIGNED WITH A MINIMUM COMPRESSIVE STRENGTH (f'c), AT 28 DAYS, OF 3000POUNDS PER SQUARE INCH (psi).

5. ALL PAVEMENT SHALL BE KEPT CLEAN AND FREE OF MUD AND DEBRIS AT ALLTIME.

6. EXISTING DRAINAGE SHALL BE MAINTAINED AND OPEN AT ALL TIMES.

7. THE ENTIRE SITE IS WITHIN THE CITY'S MS4 DISTRICT AND IS SUBJECT TO THEIR

RULES AND REGULATIONS.

MAP REFERENCES:

1. EXISTING CONDITIONS FROM A SURVEY BY MASER CONSULTING ENTITLED "BOUNDARY ANDTOPOGRAPHIC SURVEY FOR HABITAT FOR HUMANITY CAPITAL DISTRICT ", DATED AUGUST 17, 2019.

2. LOT LINES FROM A SURVEY BY MASER CONSULTING ENTITLED "PROPOSED LOT LINE ADJUSTMENTS FORHABITAT FOR HUMANITY CAPITAL DISTRICT ", DATED JANUARY 30, 2019.

PARKING REQUIREMENTS:

1. PARKING REQUIREMENTS FROM SECTION 375-4(E):

1.1. OFF-STREET PARKING EXEMPTION - SECTION 375-4(E)(1)(c): "NO OFF-STREET PARKING IS REQUIRED FOR LOTSCONTAINING LESS THAN 5,000 SQUARE FEET OF GROSS SITE AREA."

1.2. ALL PROJECT LOTS ARE LESS THAN 5,000 SQUARE FEET IN GROSS AREA.

2. PARKING PROVIDED:

2.1. ON-STREET PARKING IN ACCORDANCE WITH CITY PARKING REGULATIONS FOR ORANGE STREET.

UTILITY QUALITY LEVEL NOTES:FOUR SEPARATE QUALITY LEVELS OF SUBSURFACE UTILITY FACILITY INFORMATIONARE GENERALLY RECOGNIZED AND ARE AS FOLLOWS:

UTILITY LOCATIONS SHOWN ON THESE PLANS ARE CONSIDERED: QLC

QUALITY LEVEL C (QLC): QUALITY LEVEL C IS THE THIRD HIGHEST DEGREE OFACCURACY. THE INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED BYSURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BYUSING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TOQUALITY LEVEL D INFORMATION. (SHOWN AS QLC)

UTILITY NOTES:1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL

UTILITIES THAT MAY BE ENCOUNTERED WITHIN THE WORK LIMITS.

2. 48 HOURS NOTICE MUST BE GIVEN TO DEPARTMENT OF WATER FORINSPECTIONS FOR THE SANITARY, WATER AND STORMWATER UTILITIES.

3. PRIOR TO USE, ALL WATER LINES MUST BE CHLORINATED AND HAVE ABACTERIOLOGICAL TEST PERFORMED IN ACCORDANCE WITH CITY OF ALBANYSTANDARDS.

4. CHECK VALVES TO PREVENT BACKFLOW SHALL BE INSTALLED ON SANITARYSEWER LATERALS.

5. LOCATION OF EXISTING SANITARY SEWER LATERALS AND WATER SERVICES AREUNKNOWN. CONTRACTOR SHALL FIELD LOCATED AND THENABANDON/REMOVE IN ACCORDANCE WITH CITY REQUIREMENTS.

DAMAGE TO EXISTING STRUCTURES OR VEGETATION:NUMEROUS STRUCTURES AND VEGETATION ARE PRESENT WITHIN OR ADJACENT TO THE WORK LIMITS,AND ARE TO REMAIN IN PLACE. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE CAUSEDBY THEIR OPERATIONS TO THE EXISTING STRUCTURES OR MATERIALS WHICH ARE NOT INCLUDED AS PARTOF INTENDED WORK. ALL DAMAGE TO THE EXISTING STRUCTURES OR MATERIALS WHICH ARE NOT PARTOF THE INTENDED WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR WITHOUT COST TOTHE OWNER AND/OR CITY, AND TO THE SATISFACTION OF THE ENGINEER IN CHARGE.

ELECTRICAL SAFETY NOTE:ELECTRIC LINES MAY BE PRESENT WITHIN THE PROJECT LIMITS. CONTRACTOR SHALL HAVE ALL UTILITIESCLEARLY MARKED OUT BEFORE CONSTRUCTION, AND ADHERE TO ALL APPLICABLE OSHA STANDARDS FORWORKING IN PROXIMITY TO ANY UNDERGROUND/OVERHEAD WIRES.

C/O

WVWATER VALVE

SEWER CLEANOUT

PATTERN LEGEND:

ASPHALT MILL & OVERLAY

CONCRETE SIDEWALK

FULL DEPTH TRENCHING

STORMWATER PLANTER AREA

LANDSCAPING