HomeMy WebLinkAbout20220706 Thornton St Subdivision Application i ini�vvvi�i i i �iv rv� i �_i��i ivi�..� VVILL ivv i ���vv�.i i Lu �FUK VFFIGt UStI
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-�l �s��, CITY OF SARATOGA SPRINGS (Application#)
� �1� �i.
� � PLANNING BOARD
.,_�t.�' _��, s
� J CITY HALL-474 BROADWAY (Date received)
' `��•�F SARATOGA SPRINGS, NEW YORK 12866-2296
�_; .,�J.,
• �� . `"'. 5. TEL: 518-587-3550 X2533
°�'�'°R"TEo `�' www,saratoga-spnngs.org
(Project Title)
APPLICATION FOR: APPROVAL EXTENSIONS — staff Review
SPECIAL USE PERMIT, SITE PLAN,
LAND DISTURBANCE ACTIVITY, SUBDIVISION
Property Address/Location: 215 Grand Ave
Date of origina! Planning Board approval: December 3, 2021
Current expiration dafe: June 1, 2022
❑ Special Use Permit approval — 18 month extension
❑ Site Plan approval — 18 month extension
❑ Land Disturbance Activity approval — 18 month extension
� Subdivision approval — 90 day extension
Reason for Extension:
Coordination of all involved parties took longer than expected. Final plans will be submitted within a week.
Since the project was originally approved, are there any significant changes to the site or neighborhood or
within the circumstances and findings of fact upon which the original approval was granted? � No ❑ Yes
If Yes, please describe:
APPLICANT(S)* OWNER(S) (If not applicant) ATTORNEY/AGENT
Name Patricia V. & Daniel B. Thornton (same) Engineering America Co.
Address 215 Grand Ave, Saratoga Springs, NY 76 Washington St., Saratoga, NY
Phone 518/584-3695 518/587-1340
Email vandorn3@yahoo.com tonyay@nycap.rr.com
Identify primary contact person: ❑ Applicant ❑ Owner 8 Agent
* An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in
question.
Does any City officer, employee or family member thereof have a financial interest (as defined by General
Municipal Law Section 809) in this application? � No ❑ Yes If Yes, a statement disclosing the name,
residence, nature and extent of this interest must be filed with this application.
PLEASE CHECK THE FOLLOWING TO AFFIRM INFORMATION IS INCLUDED WITH SUBMISSION:
❑� 3 hard copies (1 w/original signature) and one electronic copy(PDF) of ALL documents
❑■ Application Fee: Make checks payable to: "Commissioner of Finance".
REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT.
Applications must be submitted prior to approval expiration.
Check City's website (www.saratoga-sprinqs.orq) for meeting dates.
I, the undersigned owner, leasee or purchaser under contract for the property, hereby request approval by
the Planning Board for the aforementioned extension of the Site Plan approval.
Applicant Signature: Date:
If applicant is not currently the owner, the owner must also sign.
Owner Signature: Date:
2021 LAND USE BOARD FEE WORKSHEET
OPED Fees Type 2021 Fee
ApplicationtoZoningBoardofAppeals[1][2] TOTAL #VARIANCE
UseVariance 51100+$50/app
Area Variance-Residential $275/var+$50/app+$125 eachadd'Ivariance
AreaVariance-Multl-Family,Comm,Mixed-Use $660/var+$50/app+$200eachadd'Ivariance
Interpretations $550+$50/app
Post-WorkApplication Fee Add 50%App fee+$50/app
Varianceextensions 50%ofAppfee+$50/app
Application to Design Review Commission[1] TOTAL #STRUCTURE
Demolition $385
Residential Structures
Principal $55
Accessory $55
Extension $35
Modifcation $55
Multi-Family,Comm,Mixed-UseStructures
Sketch $165
Principal $550
Extension $200
Modifcation $330 �
Multi-Family,Comm,Mixed-UseAccessory,Signs,Awnings
Principal $140
Extension $75
Modification 5140
Post-WorkApplication Fee Add 50%App fee
Application to Planning Board[1] TOTAL qSTRUCTURE
Speclal UsePermit[2] 5990+$50/app
Special UsePerinit��extension $330
Special llsePermit-modiFlcation[2] $450+$50/app
SitePlan Review-incl.PUD:
Sketch Plan $330
Residential $330+$200/unit
Residential-extension $200
Residential-inodifcation $400
Nomresid entlal $660+$130/1000 sf
Non-Residential-extension $300
Non-Residential-modifcation 5650
Subdivision-incI.PUD: TOTAL #LOTS
Sketch Plan $330
PreliminaryApproval[2J
Residential:1-5 lots $660+$50/app
Residential:6-10 lots $990+$SO/app
Residentlal:ll-201ots 51320+550/app
Resldential:2l+lots $1650+50/app
Residential-extension 5330
Final Approval[2]
Residential $1320+$175/lot+$50/app
Non-Residential $z000/lot+$50/app
Final Approval Modification[Z]
Residentlal $330+$50/app
Non-Residential $550+$50/app
Final Approval Extension
Residential 135 1 5135
Non-Residential $330
Other: TOTAL NLOT/ACRE
Post-WorkApplication Fee add 50%App fee
Lot LineAdjustment 5350
Letter ofCredit-modificatlon or extension $44�
LetterofCredit-collectlon upto 1%ofLoC
Recrea[ion Fee 52000/lotorunit
Land Disturbance $660+$55/atre
SEQR4 EIS Review(Draft&Final) TBD
Legal Noticing if PB requires Public Hearing S50/app
[1] Fees are based on per structure,except where noted. $135.00 TOTAL DUE
[2] Legaladrequired;indudesCityprocessingandpublishing
For Administrative Use
Total Paid at Intake
Revised Fee
Balance Due
��__ BalancePaid Staffapproval
,��{:7�.., CITY OF SARATOGA SPRINGS
��`�`�� ���'r. MARKTORPEY, Chair
�~ "� i ` j PLANNING BOARD TODD FABOZZI
`' .�:`�'�- � A ,'; .:�. 0 RUTH HORTON
r � ! City Hall -474 Broadway KERRY MAYO
�� .,�, '�1 .�- Saratoga Springs, New York I 2866 JASON DOTY
' ' �'" Tel:518-587-3550 fax:518-580-9480 AL DAL POS
��'"�o�.4r�� `�� www.saratoga-springs.org SHAWNA JENKS,A/ternate
CHWS PIPIA,A/ternate
NOTICE OF DECISION
IN THE MATTER OF THE FINAL SUBDIVISION APPLICATION #ZOZ I 0307 OF
THORNTON SUBDIVISION
215 GRa,N�AvE.
SARATOGA SPRINGS, NY I 2866
Involving the premises with Tax Parcel ID#I 65.65-2-2 I, in the City of Saratoga Springs, on an application
for�nal plat review of a proposed two-lot subdivision within the Urban Residential—2 (UR-2) District with
the Planning Board who met on November I 8, 2021 and made the following decision(s) by a 5-0 vote (In
favor: Torpey, Horton, Mayo, Doty, Dal Pos).
In accordance with SEQRA regulations 6NYCRR Part 6 I 7 and after review and evaluation of the SEQRA short
Environmental Assessment Form Parts I and II, made a motion to issue a Negative SEQRA Declaration on
November I 8, 202 I;
And, in accordance with requirements set forth in the City's Subdivision Regulations, the Planning Board
issued the following decision:
Q Approve the�nal subdivision plat with the following conditions:
• Any fencing to be installed along Birch St. shall be setback a minimum of I 5 ft. from the street per
conclusions from the sight distance evaluation conducted by CME.
• Sidewalk shall be installed along Birch St. on private property. Public access easement to be to the
satisfaction of the City Attorney.
• The house on the new lot shall face Birch St. and have a Birch St. address.
• New street tree shown along Birch to be relocated to Grand Ave. frontage.
• The sidewalk along Birch shall be extended over the driveway on the new lot.
• Final plans shall be to the satisfaction of DPW.
• Payment of the fee in lieu of dedication of recreation lands for one new lot
The applicant is required to complete the following as per the City of Saratoga Springs Subdivision Regulations:
• Deliver a letter of credit or cash escrow as a performance guarantee to the City for required on-and
off-site improvements.
• Submit a fee in lieu of recreation of $2,000 for each new residential lot per Appendix A of the
Subdivision Regulations.
• Submit two (2) mylar and two (2) paper copies of the�nal approved subdivision plat for signature by
the Planning Board Chair.
• File the signed �nal subdivision plat with the Saratoga County Clerk within sixty-two (62) days as
provided in Article 3, Section 32 of General City Law.
This approval shall expire if not enacted within I�0 days as set forth in the City of Saratoga Springs
Subdivision Regulations Article I I, Section I. D.I 5.
�---����� �
December 3, 2021
Date�led with Accounts Dept. Chair
cc: Building Dept.,Accounts Dept.,Applicant/Agent, File
��c?�-� � CITY OF SARATOGA SPRINGS �<e�tn�<�p��n,Chair
�,t�' �'I f er�d Gallagher, Vice Chair
"�1 r. ��� ZONI NG BOARD OF APPEALS Terrance�allogly
�� Cheryl Grey
� ; 1 �
� : CiTv Hni.�-474 B�nanwav Matthew Gutch
Jf�, Gage Simpson
* I;1 $ARATOGA$PkINCrS,NkW YORK 1Z86F
� '.���° S1$-587-3550 �mily Bergmann
�`�'�'���.. �',��'� WWW.SARATpGA-$PRINCS.ORG
..h F'I.iG'A 1 Y.�:
#202104$1
IN THE MATTER DF THE APPEAL OF
Patricia V. and Daniel B. Thornton
215 Grand Ave
5aratoga Springs NY 12$65
from the determination of the Buifding Inspector involving the premises at 215 Grand Avenue in the
City of Saratoga Springs, New York being tax parcel numb�r 165.65-2-21 on the Assessm�nt Map of
said City.
The applicant having applied far an area variance under the Zoning Ordinance of said City to permit the
subdivision of an existing lot to include an existing single-family lot and create a new lot #2 within an
Urban Residential 2 (UR-2) District and public notice having been duly given of a hearing on said
application held on the 12t" day of July and the 9t" day of August 2021.
In consideration of the balance between benefit to the applicant with detriment to the health, safety
and welfare of the community, I move that the following area variances for the following amount of
relief:
TYPE OF REQUIREMENT DISTRICT PROPOSED RELIEF REqUESTED
REQUIREMENT
. .
MINIMUM SIDE YARD SETBACK�LOT#1� S� 5� 3" (37,5°/n)
as per the submitted plans or lesser dimensions, be APPROVED for the following reasons:
1. The applicant has demonstrated that this benefit cannot be achieved by other means feasible
to the applicant. The applicant notes that, in order for the proposed lot#2 to meet the district
requirement for minimum lot size, the lot line between the two proposed lots has to be plac�d
in a manner that requires the requested variance for the existing principal structure on
proposed lot#1. In addition, the applicant notes �hat the size of the existing lot was reduced to
provide a parcel of land to the City for the creation of a "slip ramp" intersection adjacent to the
property and, without such reduction, the proposed subdivision would not require any area
variances. The Board notes that granting the requested variance will allow the two proposed
lots to be subject to the minimum number of area variances necessary to create the
subdivision and will avoid the creation of a suboptimal-sized lot#2.
2. The applicant has demonstrated that granting this variance will not create an undesirable
change in neighborhood character or detriment to nearby properties. Per the applicant, the
existing lot is of significant size and the neighborhood context supports the density of two
building lots as per this proposal.
3. The Board notes the requested variance is substantial. However, the Board notes that the relief
requested is mitigated by its nature and its overall minimum impact on the neighboring
praperties, as discussed above.
4. This variance will not have a significant adverse physical or environmental effect on the
neighborhood or district. Permeability requirements will meet district requirements.
5. The alleged difficulty is considered self-created insofar as the applicant desires to subdivide the
existing lot into two new lots. However, this is not necessarily fatal to the application.
It is so mov�d.
Dated: August 9, 2021
Adopted by the following vote:
AYES: 4 (K. Kaplan, B. Gallagher, E. Bergmann, G. Simpson,)
NAYES: 0
Dated: August 09, 2021
This variance shall expire 18 months following the filing date of such decision unless the necessary
building permit has been issued and actual construction begun as per 240-8.5.1.
I hereby certify the above to be a full, true and correct copy of a resolution duly adopted by the
Zoning Board of Appeals of the City of Saratoga 5prings on the date above mentioned, four members
of the Board b�ing present.
SIGNA�rU��: OS/10/2�21
CMAIR DATE RECEIVED BY ACCOUNTS DEf�T.
WASHINGTON STREET
W W �4- W
SSMH W
�I�� V � I�� ��� RIM = 321.69 Q
�� � I� INV, (W) = 317.89
INV (NE) = 316.89
INV (S) = 316.89
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� �� ZONING INFORMATION:
� �� s�� ZONING DISTRICT: UR-2 wASHiNCTON (N Ys RT 29) sTREET
� II MINIMUM LOT SIZE. 6,600 SQ FT (WITH WATER AND SEWER)
I �� �>aox E�
❑ � II �3 � (20,000 SQ. FT WITHOUT WATER OR SEWER)
� II (40,000 SQ. FT WITHOUT WATER AND SEWER) �
O �II MINIMUM MEAN LOT WIDTH: 60 FT �'
� ��� MAXIMUM PERCENT OF LOT TO BE OCCUPIED BYe
�� �uMiN �� PRINCIPAL BUILDING: 30 �
�� ACCESSORY BUILDING: 10�
MINIMUM YARD DIMENSIONS:
I FRONT: 10 FT.
REAR 25 FT SITE �
ONE SIDE: 8 FT �
Q
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��� TOTAL SIDEe 20 FT. ��
II PRINCIPAL BUILDING: °"�
II MINIMUM FIRST FLOOR AREA:
�� � 1 STORY: 900 SQ FT. cRAN� AVENUE
� �� MAXIMU�RBUILDI�G��HEIGHT: 60 FT.
II � MINIMUM DISTANCE FROM ACCESSORY BUILDING T0:
� PRINCIPAL BUILDING. 5 FT.
\ II � FRONT �oT uNE: �o FT.
� si�E �oT uNE: 5 FT.
�1� �1Y POE�M„ �� � REAR �oT uNE: 5 FT.
P �E
II � MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25�
NOT To scA�E
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II � LANDS NOW OR LANDS NOW OR FORMERLY OF JOHN C.GRADY
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II u w I = o s' I 55 g'± FORMERLY OF
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II �Q � � � � � � JOSEPHLEONE,JR. 3.) EXISTING UTI�ITY �OCATIONS SHOWN WERE ESTAB�ISHED BY ACTUA� FIE�D �OCATION
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�� II �� �y x METER � � � MncAonM � � DEEDN0.2015026825 UTI�ITIES MUST BE MARKED AND VERIFIED PRIOR TO CONSTRUCTION. �
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II uNAUTHORizE� A�TERATioN oR A��iTioN To THis MAP is A vio�ATioN oF ARTic�E �45, sECTioN �zo9, suB—PARACRAPH (z)
II � °°"°RE'E�°Ra � OF THE NEW YORK STATE EDUCATION LAW.
�s,oRv eR��k��sE Po�E NM,� o sE�R��EAN o�, �oN�RE,E APRON �S��N �°
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U � �.�. �I�. �1�. 05�,7�3 �.�.5. LI�. I�O. 0�0,� 3�
" � ��� 8�� . DANIEL BRIGGS THORNTON AND
�=M� �" � POR� CERTIFICATION.
��� �������= PA TR I C IA V. TH O R N TO N
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5� Qo��"�� °°�`" zs,oRr,RAME�o�� THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
�
ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
���` ��� �
� LOCATION: DATE:
� �ANiE� c. wHEE�ER P.�.s. uc. No. 50,�3� C0�`� �� S,������� S��D��S ,���I� ��� �0�0
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APPRovE� uN�ER AUTHORiTY oF A REso�uTioN A�oPTE� S,�����G� C��J ��Y� ��VV `����C
� BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS.
FIRE HYDRANT
ALE:
cH�iRPERsoN � 0��� e �� ���� MAP NO. �0�0-0�-0�
DATE SIGNED
Po�E�M�s � I I
° `°"`�"`°°�� CITY OF SARATOGA SPRINGS — STANDARD NOTES:
WASI�INGTON STREET �
"" � � w � .) A�� woRK MusT coNFORM To A�� FE�ERA�, sTATE AN� ciTY co�Es, CITYOF SARATOGASPRINGS
RMM� 32� 69 SPECIFICATIONS, ORDINANCES, RU�ES AND REGU�ATIONS. ���`��� ���� ��i. MARKTORPEY, Chair
C� � � �� ��� � iNv (w) = 3��a9 � ��j � j PLANNING BOARD TODD FABOZZI
INV. (NE) = 316.89 � �
iNv. (s) = 3�6.a9 ',_ RUTH HORTON �
� 2.) E�EVATIONS ESTAB�ISHED FROM INFORMATION SUPP�IED BY THE � • �
// � KERRY MAYO =
CITY OF SARATOGA SPRINGS ENGINEER�S OFFICE. �'� � CityHall-474Broadway z
�� 1�f..t. Saratoga Springs, New York 12866 JASON DOTY o
_——————— — ————— —��sMN s�oN�RE,E wA�K � '- 1� � Tel:5 I 8-587-3550 fax:5 I 8-580-9480 AL DAL POS w
___ _____ __ . . . .
---------- ° 3.� A�� REFUSE, DEBRIS AND MISCE��ANEOUS ITEMS TO BE REMOVED ��'�-�;�__ `� SHAwNA�ENKS,A/ternate m
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�� SHA�� BE �EG/���Y �ISPOSE� OF �FF—SITE BY THE C�NTR/�CT�R '������r`�� �'�� g � P g ' g CHRISPIPIA,Alternate
� II �� TO A �OCATION APPROVED BY THE CITY ENGINEER.
II wnsHiNCTON (N.v.s RT. z9) sTREET
II NOTICE OF DECISION
� II 4.� THE CONTRACTOR MUST SET UP A PRE—CONSTRUCTION MEETING INTHEMATTEROFTHEFINALSUBDIVISIONAPPLICATION#2O2IO3O�OF
II =,�� WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. w
� II CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A THORNTONSUBDNISION �
� �� �'��°�" DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE �
� � II CONSTRUCTION INSPECTION IS THE RESPONSIBI�ITY OF THE 215Gw�,N�AvE.
II � APP�ICANT�DEVE�OPER. AN ESCROW ACCOUNT TO COVER SARATOGASPRINGS, NY 12H66
� �a �II
THE COST OF THE INSPECTIONS MUST BE ESTAB�ISHED PRIOR
\ III TO �N Y CONSTRUCTION. Involving the premises with Tax Parcel ID#165.65-2-21, in the City of Saratoga Springs, on an application
� �uMiN �� for final plat review of a proposed two-lot subdivision within the Urban Residential—2 (UR-2) District with SITE z
�� 5 � THE CONTRACTOR MUST OBTAIN A B�ASTING PERMIT FROM THE thePlanningBoardwhometonNovember 18, 2021 andmadethefollowingdecision(s) bya5-Ovote(In zw �
BUI�DING INSPECTOR IF ANY B�ASTING IS REQUIRED FOR THE favor: Torpey, Horton, Mayo, Doty, Dal Pos). ��
� m�
II� P R 0 J E C T. In accordance with SEQRA regulations 6NYCRR Part 6 I 7 and after review and evaluation of the SEQRA short
II I Environmental Assessment Form Parts I and II, made a motion to issue a Negative SEQRA Declaration on cRAN� AVENUE
II 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED November 18, 2021;
II � BY THE DEPARTMENT OF PUB�IC WORKS FOR ANY WORK IN THE
II I STREET OR RIGHT OF W�Y OF ANY CITY STREET, RO�D OR A��EY. And, in accordance with requirements set forth in the City's Subdivision Regulations,the Planning Board
� II � issued the following decision:
II 7.) A�� POINTS OF CONSTRUCTION INGRESS AND EGRESS SHA�� BE
II � M�INT�INED TO PREVENT TRACKING OR F�OWING OF SEDIMENT OR 0 Approvethefinalsubdivisionplatwiththefollowingconditions: SITE LOCATION MAP
\ II D E B R I S ON TO A P U B�I C R OA D. . Any fencing to be installed along Birch St. shall be setback a minimum of I 5 ft. from the street per NOT To scA�E
\ uT, ,T E�M�� �� conclusions from the sight distance evaluation conducted by CME.
P �E II � 8.� NO CERTIFICATE OF OCCUPANCY WI�� BE ISSUED UNTI� A�� SITE . Sidewalk shall be installed along Birch St. on private property. Public access easementto be tothe ZQN�NG �NF�RMA-���N:
II � WORK HAS BEEN COMP�ETED IN ACCORDANCE WITH THE APPROVED satisfactionoftheCityAttorney.
II P�ANS AND AN AS—BUI�T DRAWING HAS BEEN PREPARED IN • The house on the new lot shall face Birch St. and have a Birch St. address. ZONING DISTRICT: UR-2
�II ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. . Newstreettreeshownalon BirchtoberelocatedtoGrandAve. fronta e
�II � S S • MINIMUM LOT SIZE: 6,600 SQ FT. (WITH WATER AND SEWER)
Q�� • The sidewall<along Birch shall be extended over the driveway on the new lot. (20,000 SQ FT WITHOUT WATER OR SEWER)
�II � . Final plans shall be to the satisfaction of DPW. (40,000 SQ FT WITHOUT WATER AND SEWER)
QII • Payment of the fee in lieu of dedication of recreation lands for one new lot MINIMUM MEAN LOT WIDTH: 60 FT.
��� � MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY:
�II
��� �OT�O �OT g �OT 8 L�T� The applicant is required to complete the following as perthe City of Saratoga Springs Subdivision Regulations: PRINCIPA� BUI�DIN G: 30 �
� MAP REF No ,> (MAP REF. No. �� �MAP REF No ,> • Deliver a letter of credit or cash escrow as a performance guarantee to the City for required on-and ACCESSORY BUI�DING: 10�
o�� � (MAP REF. Na �) (
LANDSNOWOR MINIMUM YARD DIMENSIONS:
N�� LANDS NOW OR FORMERLY OF off-site improvements.
� • Submit a fee in lieu of recreation of $2,000 for each new residential lot er A endix A of the FRONT: 10 FT.
II LANDS NOW OR LANDS NOW OR FORMERLY OF JOHN C.GRADY P PP REAR: 25 FT.
II I FORMERLYOF FORMERLYOF KURTKIMMELAND Subdivision Regulations. ONE SIDE: 8 FT.
�� DANIEL G. HAMEL,JR.AND DORENE M. COUCH KIMBERLY DANFORTH DEED NO.2006019027 Submit two (2) mylar and two (2) paper copies of the final approved subdivision plat for signature by TOTAL SIDE: 20 FT.
II � KAREN HAMEL �
�I BOOK 1608 OF DEEDS, I DEED NO.2014027932 the Planning Board Chair. PRINCIPAL BUILDING:
� I DEED NO.2018019503 PAGE223 • File the signed final subdivision plat with the Saratoga County Clerl< within sixty-two (62) days as MINIMUM FIRST FLOOR AREA:
II � ° � � HousE � cHAw uNi< FENCE
� II w000 FENCE __� rovided in Article 3, Section 32 of General Ci Law. 1 STORY: 900 SQ. FT.
w000 FENCE o-- � � � x x x x x x x x x p �
� o ❑ o--c— S88°1 5'00"E --0 �—�—�—�—�— 1 4 00 0 I 2 STORY: 700 SQ FT.
II � MAXIMUM BUILDING HEIGHT: 60 FT.
II ssMH � 55.76' OT � � 84'24 This approval shall expire if not enacted within 180 days as set forth in the City of Saratoga Springs MINIMUM DISTANCE FROM ACCESSORY BUI�DING T0:
(�RiM = 3z3o3 � ��T�� ----- v�NY� FENCE Subdivision RegulationsArticle II, Section I. D.15. PRINCIPA� BUI�DING: 5 FT.
INV. = 315.34 (MnP REF. No. �� � ( nP REF No. �) coNc.
�� s�ne � �� �OT 13 �OT 14 �//,� �� FRONT LOT LINE: 10 FT.
� �� � � � � (MAP REF. No. �) (MAP REF. No. �) DeCembel'3, 2�21 ��� ���� SIDE LOT LINE: 5 FT.
� I SHED I+, o Date filed with Accounts De t Chair REAR �OT �INE: 5 FT.
� II � � I PROPOSED I I I� °�'
P � MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25�
� II � PROPosE� � GARAGE � L____J P
� DRIVEWAY
POLE N �� a� I ' ^ °� I I cc: Building Dept.,Accounts Dept.,Applicant/Agent,File VARIANCE GRANTED:
I I � V i I I +�
� �
� �Po�E jj � z � m �------� �, F�REP�A�E � � ��� � r ON AUGUST 9, 2021 THE SARATOGA SPRING ZONING BOARD OF APPEA�S
II Q � � o r�,> � AREA=12,183±SQ. FT. � — GRANTED THE FO��OWING VARIANCE FOR THIS PROPERTY.
�� � � � ��� � � � �
� �� � � � N � ���� w��� FEN�E � � MAP REFERENCE: �iMENsioNA� REQuiREMENTs FROM To REUEF REQUESTE�
- — �� II � wA4ERTYPE K AREA=6,607±SQ. FT. � ���o� } � �
II o SER���E X S�EPS ° � � MIN. SIDE SETBACK �OT 1 8 FT. 5 FT. 3 FT. (37.5�)
�
� z o
1 .) MAP ENTIT�ED "MAP OF ��NDS IN S�RATOG� SPRINGS BE�ONGING TO � �
IIN � w r----� 5of I - ----- o J � JOHN A. WATERBURY", DATED DECEMBER 10, 1855, MADE BY REVISIONS:
II —"' "' � "' �� I � � � � � A. GARNSEY AND FI�ED IN THE SARATOGA COUNTY C�ERK'S OFFICE ON
II � � X � � � I � � o � JANUARY 1 , 1870 AS MAP N0. "HH-23". 1 .) MISCE��ANEOUS REVISIONS ON MAY 4, 2022.
- � �� � °' � � � � � �
��� � � � � N40°43'35"E � �; � o
� � �� o �
�� � sERv�cEw XaEnNou PROPOSED � 10.30' � �° o W �
II � � HOlJSE � � s2. � �� o z
�� � X � � �FAS � � �� �
�� � ss s ss� � � W��� s�EPs � ��N�RE�E Q DEED REFERENCE: > `> EY DANIEL C. WHEELER, LS
i►—ss��ss � � � � PA�ERs �
�� w � " �3.g�± �--� � s.�� � � LANDS NOW OR
sro p os �� � 559�± FORMER�YOF 1 .) DEED DATED JANU�RY 2002 FROM WI��IAM E. VAN DORN AND MARG�RET S. V�N DORN,
� � GARYP.WILLETTEAND AND P�TRICIA V. THORNTON f k a PATRICI� V. GROTTO TO DANIE� BRIGGS THORNTON ��""`��..::5 CIATES LLC
�� o> x � � � O 4�3 LLLLLLLLL
� JOSEPH LEONE,JR. / /
� �� �w � U � � � � E�E� I � � � = AND PATRICIA V. THORNTON AND RECORDED IN THE SARATOGA COUNTY C�ERK'S �
II >� � � � METER � � STAMPED L a �
�� �Q � � '� �I MncnoAM � ° DEEDN0.2015026825 OFFICE IN BOOK 1604 0� DEEDS AT PAGE 743. P�OFE�?J�D�QL LQN� J��VE����
e\ L J � �32 �I�OADV�/�,Y S�JI�€ 5 S�����G�, S�RD�1�S NY � 2��6
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ExisTiNc
II �o � L�77'75 � � Two sTORY N I o ��. (51 �) 5�3-730� F�X (51 �� 5�3-7303
�� � R=62.50� � � No�SE � � �, SUBJECT PARCEL INFORMATION:
�I � \ -5.0'± 22' 4.0' � J
�� a
J O �
II � � ��ERHEAo � � � � MA�AOAM � OWNER:
�T���TY � � , °R'�EWAY � � > ENGINEERING AMERICA CO.
II -� �'"ES � I " � o o HousE DANIE� BRIGGS THORNTON AND PATRICIA V. THORNTON DEED REF. N0. 1
� � � � � 20,4'
UTILITY
\
� �� II � ��� � �� �°��R�° �°R°" P°R�� TAX MAP PARCEL NO. 76 WAS�II�uGT�N ST�€€T
z L------ STEPS S,4V�,4��GA S�RDIN�S, NLW Y�V�K � 2�6�6
II � tl ROOF LWE (TYP.) +I
II �o�, 6.�6' � ,� 91 8�, META� FEN�E 165.65-2-21 �I�. (51 �) 5�7-� 3�0 F�X (51 8) 580-9783
II � � ��R
I� � ° M88°1 5'00"W coNCRETE si�Ewn�K �'8•00 qREq:
II � °��� OWNER/DEVELOPER:
II Re o� R� TOTA� PARCE� AREA IS 18,790+�- SQ. FT.
���0�� �ROGG� �I������� ��� ����I�O� 1/. ��������
II � 21 � ����� �1/����
�� � CURBED ISLAND �������� ������� �v � ����
' ��M" G RA N D A VE N U E
� RIM = 326.44 RIGHT OF WAY — 60 FT. (BY OCCUPATION) �
�� INV. = 315.34 WIDTH OF PAVEMENT VARIES �M��� �� � �a ��������
I�V f
�� �
Poa�� II (���� ���'� ��� �� �������� ������)
II � uNAUTHORizE� A�TERATioN oR A��iTioN To THis MAP is A vio�ATioN oF ARTic�E �45, sECTioN �zo9, suB-PARACRAPH (z)
II � OF THE NEW YORK STATE EDUCATION LAW.
��
0 11 � �oN�RE,E��aa
z s,oR.aR��K��sE Po�E�M,z o sEwER��EA�o�, �o��RE,E APRo� ps��� ws� TITLE: �� C��0�0�0�� ����I
i�
=,oP��� ��
II � �e E��
„ � WATER o��aE�EwP�K ������ YAS�NCI�A� ������ �� ����L�� SUBDIVISION OF LANDS OF
II �`��, �A��E s �.�. �I�. �1�. 05�,7�3 �.�.5. LI�. I�O. 0�0,� 3�
�" � DANIEL BRIGGS THORNTON AND
�� � �"� � CERTIFICATION:
�s����� � �� PATRICIA V. THORNTON
�,��``��� ��
"°°°�"P� P�Fc� THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
a ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
��� � � N POR�� ��
5 s� Qo �s,oRv FR�E�o
i � ����� �
� NOTES: LOCATION: DATE:
� � � � ,=,oR�FR�E�o�.�o� znoRvaR,�K�o�� �ANiE� c. wHEE�ER P.�.s. uc. No. 50,�3� C0�`� �� S,������� S��D��S ,���� ��� �0�0
UN�ESS OTHERWISE NOTED OFFSET DIMENSIONS ARE MEASURED TO ROOF �INES.
� / � � � (ou��o�� �o���oc�)
P�� 2 ) THis suRVEY wAs �oNE wiTHouT THE BENEFiT oF AN ABSTRACT oF TiT�E S,�����G,� C�� ��Y ��VV `����C
G���O ���������� � OR A TIT�E REPORT. APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED �
BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS.
SCALE:
/ FRE 3 ) EXISTING UTI�ITY �OCATIONS SHOWN WERE ESTAB�ISHED BY ACTUA� FIE�D �OCATION cHAiRPERsoN MAP NO. �O�O-O�-O�
AND UTI�ITY BASEMAPS PROVIDED BY THE SARATOGA SPRINGS ENGINEERING DEPT. A�� � ���� � �� ����
� �,�0,�� HY Rarv-r �ATE si�NE� SHEET2
� �`` '- UTI�ITIES MUST BE MARKED AND VERIFIED PRIOR TO CONSTRUCTION.
POLE NM 26 � I I CAST ALUMINUM FINIAL AND Z � � N
M�N CITY OF SARATOGA SPRINGS - STANDARD NOTES: RooF SAME FINISH AS POLE � � SEE PG. 1 OF 2 FOR FIXTURE Z � o
��� �oN�aF.E�uRa � J � & POLE DEfAILS C� � c�
4ARC22T5-MDL03 LED: 64 WATT (n p � � 0 J a
WA S I�I N G T O N S T R E E T 2200 COLOR TEMPERATURE, IYPE � �
5 DISTRIBUTION, 120-277 VOLT
D I M M A B L E D R I V E R z �i � Z � i
� �, � w 1 .) A�� WORK MUST CONFORM TO A�� FEDERA�, STATE AND CITY CODES, acRYuc acoRN �ENs � � � � �
ssMH SPECIFICATIONS, ORDINANCES, RU�ES AND REGU�ATIONS. �OO� Z
RIM = 321.69 ST TWIST LOCK FITTER � �
� iNv (w) = 3��a9 � � �"' I .='rh.�����L
(� ����� ��� ��� INV. (NE) = 316.89 2,� ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE • DRIVER COMPARTMENT � � � �
� �j 'Ati;vEti '81GE F'ET�vE
INV. (S) = 316.89 U ih � h� +� ��d�ti sq fe'�, r�,ft„arE ■t■
,M„ � �� CITY OF SARATOGA SPRINGS ENGINEER S OFFICE. ELECTRONIC PHOTOCELL Q w •� �- 3�4" CHAMFER Q w •U `'- ��'� �'�� '�' ��
(STREEf SIDE) � � � FINISHED GRADE � � � "'� ' � �� r� "�
�� .� � � _�. ,_ � ' Mvlu'°l
+-J
Y '�Y'-' --...
�.-'�
� ZINC PLATED ANCHOR BOLT � k j .r � 3�. �� �q� �_E � � y �, t y �.y �.
___________ _o ______ -��SMN s�oN�RE,Ewq�K 3.� ALL RE�USE, DEBRIS �ND MISCELL�NEOUS ITEMS TO BE REMOVED z � � _ ASSEMBLY PER MANUFACTURER'S � � � - � -�- __ �~�,���T'ti����TI�_��� .�F'E��=1FI�:�+T1•_�" `�-?
a SHA�� BE �EGA��Y DISPOSED OF OFF-SITE BY THE CONTRACTOR � � � � REcoMMEN�aTioN � '':,�.�._• � _ �,�� � i�r';��';N" "�'�� '�
� :r�- - � � 4� �'�.� � �'�::vEti �11�.E FE�::E TCi L�E Ft'.ZE�VE'.; .�•E6:.J�;fLX Tl` F'E'�;E ��.�>T'i enlfH wI��,E TE:�
� I II T T Y T TY � � Z O � ,.b-. T"'t��°�= -�-Y. , m� � �F. ST�'LE3. Fi�� sN51L C£ sIEFl E]7FIE+ 7° ,.a • r�e c� wF�*�c��.
� II o 0 A �OCA ION APPROVED B HE CI ENGINEER. � +, � 2" PVC SCHEDULE ao � a� ' - . ,;i� =, - ,�� � � : .,.. � �,,� t,F Fl��� °
II Ce � N � o . NO DIRECT BURIAL � �--� � . " . �.�. �� f . ..- ��, i ,ti uk'+ 3. FL1ER �L•;11Fi 1�7 5E TC• EE FaS�? 5E`xUSElr T` 1M153'yfM �51qE
FJ ' O i � �i + �- -�- r � -����;�'�' " ��v:E titi17HFlIES �a:�a ��exf ���° s1 rw�� �a�� r�� se;���.
� II 4.� THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING � � � d- GROUND ROD PER N.E.C. � � O * ��,+ � � " + �;.�� . „ , , ,
� ti. . v� .n- ��� FEHQ:E �#i�LL FE v�xt�w Mit�E s. 1; s�.� i,' r��sc�+=i�a �E�H :`.�f�slw�
� �I WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. � � � � � ��� ��"�� ' "� �* * ` v � :�. wNEw rn, �=�re:;r�z �.� Fl��� ��'m +,rP��.:i� �N ��n-�� �r+EY sru� r� r:vE�_
4000 PSI CONCRETE BASE WITH +� f
� LSF�Eu' E"° �:e IFY�F£; .4W�� F"CaaLC£D. FlLIER ��'-M zHiLL FE E]"fFf? FLZEF� s:�
II CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A � Z QrF�,c � SONOTUBE FIBER FORM 20" DIA. O z � � ����'''"E'n'E `�E'�' F�I�1 ^[�t Ry�urar� �ma��a. ��� �.F�a��.a E;.��v.e�T. EF
� II DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST O� THE � O v J � ° °a � UNDISTURBED SUBGRADE � � � � 3E` kll'� FETkLE P4'5'f� -., i. PR.EF3Ex?r,e,7E�3 LaYll'=� �1-I8LL EE ,EuEC9. ES.�'+1l+QFEFI�E u� 4F+�-0C+.E7:� E�L9'r4�+T.
0 0
❑ � II ������� CONSTRUCTION INSPECTION IS THE RESPONSIBI�ITY OF THE � � � +, OR COMPACTED TO 90% � Q Q Kl�vEti N1FE FE1�E �'11N1. 1 - -
Eb"_"� c . � STANDARD PROCTOR � +� I�'': :a_r�E N:��?.k. s' ME�H �...-.-+-- .._ 5. 'rJSI�EWJ�'d��E '•HrLL eE �ExF•uF'MElS Li �EEC£b a4C� 4+.".1E34tiL K�E}Ir+,EC4 �A-IE#*
4a�2 ni� Q � N � � �?L1S�E' ❑E'�EL:F' Nd lHE =lLT FEtiLE
II APP�ICANT�DEVE�OPER. AN ESCROW ACCOUNT TO COVER - Z � � ��" o � � ""��"' """ "'� �`"'�" � ',�-"'���
� 0 4"-3" DIA. TAPERED POLE � z � � �,��
o � �� THE COST OF THE INSPECTIONS MUST BE ESTAB�ISHED PRIOR i i .��s w,a�� rHicKNEss Q z � � Q z � � --� �-� _ ,. �, ��c����c� :��_���;r..
� `a �II TO ANY CONSTRUCTION. � � GRADE�ALUMNUMURAL � ��(� � Q� � �
(n �i.��='+•;`fQ' °:;:.'IL � �-_--
� � � U� Q �F,..w�*
� II � W N �� � w � EuyQ.: FlLiE�+ �.L:TH -
LUMIN POLE WELDED FOR SINGLE Q � � o > NOTES: � � o � r. uln� �:F �' I�M �:$�::+��+ir , .
\ �I� �n � � ��.i--
y cJ.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE UNIT CONSTRUCTION � Q p+' 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN � O ��, �E.��.� q�y
11 � � AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.)
BUI�DING INSPECTOR IF ANY B�ASTING IS REQUIRED FOR THE W c� Q �
I PROJECT. � _ � Q � 2 THE �CITYE FDSARAOTOGAISPRNGS�NAKES OVERPTHENLIG�T 0 CTE CONNECTED,FROM NATIONAL GRID. W � � z O
\ LL
r � 1- N 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2"SCHEDULE � _ � Q
I I� � � � �Q 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS J � ��
II 6.� THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED �� REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND �
II BY THE DEPARTMENT O� PUBLIC WORKS �OR ANY WORK IN THE � GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH �/ � .?ILT FES�'� �ti�E ��`�•T•-y•
O SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE _
�` ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH �
II ` STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. BLACK FINISH � � COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX � RA:iEC lW'M� �("tiEh�' �"'.JE�K ;a�..I,�'ELIF'IE:i F:J<` ,��*.F']r'.� ER'.:J�IId�R'� t'�S �Ed1IFr�EI�tiT �.':::�^�Tz"•:L.
PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT � �
II I Q FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR - � A
\ Q � �"' BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE � Gi f 7 w rn T � �} J� {�,�^ ry�'}�y �T `u 7�� T �'}
� II � 7 l ALL POINTS O� CONSTRUCTION INGRESS AND EGRESS SH�LL BE ACCESS DOOR � THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND � � � �I t ����'�' � � �-I1� �F ��ILtiT�15,�� �1 1LI-�1 �� 1'1�� � �14� 'y�" �'�ry
Z J � PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, W z J � 1 1.� `�(�1� �
- �
MAINTAINED TO PREVENT TRACKING OR F�OWING OF SEDIMENT OR - Q -
II � BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO - Q
D E B R I S O N TO A P U B LI C R O�D. 17" DIA. BASE, .750 FLOOR THICKNESS � W C7 TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE �,~j � r . ,, � � "' ' -j .�
\ II �' FOUR ANCHOR BOLTS AND ONE GROUND � Z OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER � � � ' ` ` ::Tk�^� .�'��'tiI. I�ET.�.IL � �Ar I '�•�-
II � STUD (SEE PG. 2 OF 2 FOR FOUNDATION � � Z � WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. � 0 Z �
� STREET � � � Z �
II � 8.) NO CERTIFICATE OF OCCUPANCY WI�� BE ISSUED UNTI� A�� SITE �ETAi�s) a z � -� �
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II � PLANS AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN CIRCLE, DIAMOND PATTERN, FOUR � � � � Q a+ �
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NII LANDS NOW OR _ ��+� , � TURF
LANDS NOW OR FORMERLY OF - ����,, �
II � � LANDS NOW OR LANDS NOW OR FORMERLY OF JOHN C.GRADY �� 1,�
II I � FORMERLY OF FORMERLY OF KURT KIMMEL AND NOTES: ASPHA�T DRIVEWAY � ---- .,, ,,�i< <�� __
II DANIEL G. HAMEL,JR.AND DORENE M. COUCH KIMBERLY DANFORTH DEED NO.2006019027 � ��'�� '"'� '
II � KAREN HAMEL * AMENDED TOPSOIL MIXTURE SHALL MAJOR TREES (STREET AND SHADE) SHALL BE ASPHALT
BE IN THE FOLLOWING RATIOS BY VOLUME WARP AREA (BOTH
II BOOK 1608 OF DEEDS, DEED NO.2014027932 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) 1-1�2" REVEAL(MAX.) SIDES)
� DEED NO.2018019503 PAGE 223 � 20 PARTS TOPSOIL �uR6 1�� �
I I MINOR TREES SMALL ORNAMENTALS SHALL BE �' ----- �
II � HOUSE cHAw uNi< FENCE 4 PARTS PEAT MOSS � ) ,,y��a- � � OF �NTP
II � w000 FENCE ____ __� o 0 o X X X X X X X X X
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FOR RECOMMENDED STREET TREE SPECIES. RADIUS 5� ,', MPX• STREET
coNCRE7E � 84.24' � ��•��.� 5�,0' �
�SSMH !n�qs��s' FT, nccEss e�oc. uNE ALL PLANT LIST SPECIFICATIONS SHALL WCLUDE THE ,,,,,�`,-,�
RIM = 323.03 �� �------� ,� wNv� FENCE ___ FOLLOWING INFORMATION, TO BE APPROVED BY THE
coNc. TAPER CURB
INV. = 315.34 NEW s�ne � �OT 13 �OT 14 CITY OF SARATOGA SPRINGS:
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Q o� °R'�EWAY DROP CURB AT RESIDENTIA� DRIVEWAY
II ��°, z � GARAGE I o
NEW � WRAP: WATERPROOF TREE WRAP- WIRE No. 10 GAUGE
II � CURB Q � �w y� +� APPLY IN 4" WIDE STRIPS
Po�E NM,o � � � � z � �
II sTONE � �O� � -- STAKES 2"-2 1/2" DIA. OR SQ. 8' LONG N.T.S.
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II �� � - - a WOOD � i
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w o � PROPOSED � �
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ss ss � � � PAVERs � 1�13�2010
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" - - � �"E ���"���'� ����� ' �'�� `��- ���:�. { '�' DANIEL BRIGGS THORNTON AND
�� � SH�L �E NS�FLLE�! �5 ��r �p rn 4F THE
�� � �� � 'FhiP^1Rf4P.Y� CC7'VI 1�F ' N�. �-�'.��1 T FW'.II ITIY.
� �� � � CERTIFICATION:
w��o=�EPs '� N� "� '�'��� ��` " �y �1�� PATR I C IA V THO R N TO N
wP� THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ■
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a ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
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� LOCATION: DATE:
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���o P�� A���,PARK� , APPRovE� uN�ER AUTHORiTY oF A REso�uTioN A�oPTE� S,�����G� C��J ��Y� ��VV `����C
BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS.
SCALE:
/ � FRE ������ Y�,s�u����,K �,�uvi�� �. w������ cHA�RPERsoN � D�IC�I � �0 ���� MAP NO. �0�0-0�-0�
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o�R�� � � P.�. �I�. I�O. 05�,7�3 �.L.S. �OC. N0. 0�0,13� �ATE si�NE�
SHEET 3
SAWCUT LINE - SEE DETAIL SS-6 TREE BELT BROOM FINISH PERPENDICULAR TO WALK
SEE PAVEMENT SECTION DETAIL SS-5 � TRENCH WALLS LAID BACK PER OSHA REQ'MTS FINISHED GRADE
OR SHEETING A.O.B.E. ' 4" CONCRETE - SEE CONCRETE TOP COURSE - NYSDOT ITEM 402.098302-9.SF3 H.M.A., 80 SERIES COMPACTION
ORIGINAL ASPHALT t2� SEE NOTE SIDEWALK a c .< SPECIFICATIONS - DWG. SS-7
WEARING COURSE(S) IN PVMT IN TURF CURB -
O �
4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH � p 6" X 6" N0. 6/6 WOVEN WIRE MESH
PAVEMENT BASE COURSE ROADWAY ' EXCEPT A.O.B.E. TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT
STRUCTURAL1 (SEE NOTE 3) 6� �`�" .. ,fe°° . BORROW: WELL GRADED INORGANIC � � � ' �.. '•
SECTION I SUBBASE COURSE 1z� ° GRANULAR SOILS AND/OR ROCK, • 6" GRANULAR SUBBASE COURSE
� SEE NOTE 4 /�\j�\j�\/�\j NYS DOT SECT. 304, TYPE 2 o W Q BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES CO�IPACTION
A.O.B.E. ( ) MAX. 1-1/2" SIZE, NOT MORE THAN ���� � � �a • �• �. . ///////// COMPACTED TO 95% STANDARD PROCTOR �o _ PG BINDER LIQUID ASPHALT GRADE SHALL BE PG-64-22
? 3 20% BY WEIGHT PASSING #200 _ NOTES: j�\/\\�\\/\\� _� � D o�' ��o � � �` � �
SIEVE.OR NATIVE MATERIAL, A.O.B.E. �/\�/\�/��/ SUBGRADE COMPACTED TO �� � •.° a
ORIGINAL SUBBASE COURSE z � CURB BOX \�j\�j\�j\�j\� �m , COMPACTED GRAVEL -
(USE VIBRATORY COMPACTOR WITH 12" LIFTS) EXPANSION JOINT SPACING - /i/i/i/i,/i 90� STANDARD PROCTOR �,
MUELLER 5'6" t MODEL H-10314 IN TURF) 20'-25' O.C. �c�n Q � ° NYSDOT TYPE 2 SECT. 304
w PIPE ZONE BACKFILL - GRADATION SHALL BE: z •• '.o � �
� `� °WELL GRADED SAND WITH 3 4" MAX. PARTICLE � Z MODEL H-10334 �IN CONCRETE WALK� CONTROL JOINT SPACING - TYF�E �I - TYPIC.AL P�D�STF�IAN TF�AFI�IC LOADING
OUTSIDE CROWN N � � � .. COMPACTED TO 95% STANDARD PROCTOR.
(SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) 5' O.C. NOMINAL � Q
f � SIZE AND NOT MORE THAN 10� PASSING #200 - � � ' G•
o CROSS SLOPE - 1 8" TO 1 4" ��• ' •� ���• •�•�•-
� SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) _ � � PAVEMENT TOP BINDER GRAVEL ESAL
PIPE SPRINGLWE ���� ���� N � o PER FOOT (MAX.SLOPE 1:50 TYP.) BROOM FINISH PERPENDICULAR TO WALK //�//�//�//�//�//�//� TYPE COURSE COURSE COURSE LEVEL
�r�%�� o o ���i��. w P I P E Z O N E B E D D I N G - F O U N D A T I O N S T O N E � CORPORATION STOP WITH I CURB STOP TOWARDS STREET OR A.O.B.E. ����������������������
BOTTOM O.D. ���� ,����:i%/� aI TO CONFORM TO N.Y.S. DOT. STANDARD COMPRES510N FITTING �n MUELLER ORISEAL MODEL H-15209 COMPRESSION MAX. SLOPE ALONG THE LENGTH OF �\��\��\\��\��\��/�\/��\ SUBGRADE - COMPACTED TO 90%
/////// //��'//// ' SEE NOOE 02 COARSE AGGREGATE 3U�LL�ER H-150SZE AS REQUIRED MODEL H-15219 (W� DRAIN� CONSTRUCTION �OIN�T D�ETAILSCTO BE12 0o SP CI�FICATIONS SEDWG. SSR 7E ��\\���\���\���\���\���\���\�� STANDARD PROCTOR POTKING 1-1/2" 2" 8-10" MIOLLION
� � � (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) � � � � � � � � �
��,_ �. _ �/�/�/�/�/�/�/�/
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UNDISTURBED SUBGRADE OR o �
EXTRA FOUNDATION STONE A.O.B.E. CITY ENGINEER o � o.- •� j���j��j��j��j��j��j STANDARD 1-1�2" 3" 12° <30
TEMPORARY CAP OR PLUG SA�S ORDE EID�TBYTO'BEENGNIEER R °. , \���\���\���\���\���\���\���\� ROADWAY MILLION
NOTES: (AS NECESSARY) . � •: 6" X 6" N0. 6/6 WOVEN WIRE MESH HEAVILY
3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. 3/4" MIN. SIZE TYPE K �������� � 8" GRANULAR SUBBASE COURSE TRAVELED/ <30
1. STREET OPENWG PERMIT IS REQUIRED DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 45° COPPER PIPE //�//�//�//�// NYS DOT SECT. 304, TYPE 2 TRUCK 2�� � 4'� �2�� MILLION
OR SIZE AS REQUIRED �\\�\\��\��� COMPACTED TO 95% STANDARD PROCTOR LOADING
2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 �/�/�/��/
2-1/2" SIEVE - PASS 100% BY WEIGHT WATER MAIN �\��\��\��\��\ SUBGRADE COMPACTED TO
SIZE DETERMINATION #1: 1009 PASSING 1" SIEVE, 90-100� PASSING 1-3/4" SIEVE - PASS 95-100% BY WEIGHT SOLID CONC. BEARING BLOCK ��������������% 90% STANDARD PROCTOR NOTES: * SEE NOTE 2
1/2" SIEVE, 0-15% PASSING 1/4" SIEVE 3/4" SIEVE - PASS 60-75% 3�4" OR 1" COPPER TUBING (TYPE K� OR C.I. FOOT
1/4" SIEVE - PASS 25-45% (SIZE AS REQUIRED� TYPE 2 - VEHICLE TRAFFIC LOADING �ACROSS DRIVEWAYS) 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND
OR #40 SIEVE - PASS 10-25% LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT
SIZE DETERMINATION #2: 100� PASSING 1-1/2" SIEVE, 90-100% PASSING #�00 SIEVE - PASS 3-12% SECTION TO BE INCREASED TO CARRY DESIGN LOADING.
1" SIEVE, 0-15� PASSING 1/2" SIEVE. NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT
4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHW SARATOGA SPRINGS RIGHT OF WAYS 2 BINDER TO BE PLACED IN 2 - 2" LIFTS W� TACK COAT BETWEEN.
GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON N.Y.S. DOT STD. 304, TYPE 2. IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LWE. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL
FIELD CONDITIONS. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR.
WA TE R S E R VI C E 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 4 NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS..
PI P E TR E N C H S E C TI O N GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHW SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS:
1.) ALL SIDEWALK WSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. A�P H A L T P A VE M E N T
N.T.S. N.T.S. 2.> SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER.
3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE.
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK owc No APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK �w� No
1/13/2010 STANDARD DETAIL 1/13/2010 STANDARD DETAIL 1/13/2010 STANDARD DETAIL APPROVED: CIT� �F S��A�OCaA 5�����5, N�� YO�K DWG No
PLANNING BOARD DATE PIp2 TI"2nCh SS-6A PLANNING BOARD DATE Water Service W-2 PLANNING BOARD DATE Concrete Walk SS-8 4/10/2013 STANDARD DETAIL
PLANNING BOARD DATE A S�J I"1 G I t P Ca Ve I"Yl e n t SS-5
FINISHED GRADE � CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS * DETECTABLE s" CURB (TYP) R�o�W�±
��j��j/���j���j���j���j���j���j���j���j���j���j���j���j���j���j���j\��j�� 1. CHETM OLSARATOGAOSPRI GS R HITIOF WAY ANDJ�OR WITH NTTOHE A PROVAL AU1THOORITY OF THE E WARNING 5' MIN.- CONCRETE SIDEWALK R pRN/,Syy DI TH
E.J. TYP..} . .. . ,:
z PLANNING BOARD.ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE.QUANTITIES MAY �
� VARY DUE TO VARIATIONS IN MATERIALS.PLANT BATCH TICKETS SHALL BE PROVIDED UPON
o REQUEST BY THE CITY ENGINEER.IF"APPROVED EQUAL"MIXES ARE BEING PROPOSED,PRIOR
� FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTEs) APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER.SUBMITTALS FOR"APPROVED EQUAL"
MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE(3)PREVIOUS JOBS. ' '-6"MIN.
FLUSH � 5'MIN.
2. WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW,A NON-CHLORINE REVEAL �AR�ES 1:12 MAX SLOPE MEASURED PERPENDICULAR TO CURB
ACCELERATOR IS REQUIRED PER A.C.I.SECTION 3Q6R-88.WHEN AIR TEMPERATURES ARE 90 R'�•w• WD�TH
DEGREES FARENHEIT AND ABOVE,AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME H
PER A.C.I.305R-99.
TRANSITION CURB (TYP.)
� � � 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I.AT 28 DAYS AND SHALL
WATER LWE CONFORM TO THE NYSDOT 2002 SPECIFICATIdNS AS LISTED IN SECTION 501-2 FQR CLASS"A"MIX(OR PEDESTRIAN CURB RAMP - TYPE 1
APPRovE o EQUA�>. A T S TR E E T C 0 R N E R N.T.S.
SANITARY SEWER (GRAVITY OR FORCEMAIN) NOTE:A SUPERPLASTICIZER MAY BE USED TD INCREASE SLUMP AND WORKABILITY WITHOUT
oR STORM SEWER INCREASING THE WATER-CEMENT RATIO.UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE
SUBSTITUTED WITH POZZOLAN.THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER TURF
SEE NOTES SEE NOTES IS APPROXIMATELY 2 INCHES TO 3 INCHES. HEAVY BROOM FINISH
CONCRETE SIDEWALK FLUSH REVEAL CONCRETE SIDEWALK FLUSH REVEAL
4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A *DETECTABLE TEXTURE HEAVY BROOM FINISH (TYP.) *DETECTABLE TEXTURE
NOTES: WARNING WARNING " '
PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH 6" CURB (TYP)
SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION.
6" CURB (TYP)
(REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") � y_ � �3'-6" MIN.
�AR�ES _��3'-6" MIN. S MIN �'�3' TRANSITION CURB
WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- i. ALL SLIP-FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J R.p.yy w�TH 5� TRANSITION CURB
TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN WIpTN
18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING. MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, CONCRETE MIXTURE(OR APPROVED EQUAL).
OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO
PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED �i. ANY CLARIFICATIONS,REVISIONS,OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO
EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR To BA�KF����N�. APPRova�oFTHee�NeN��NEeR. PEDESTRIAN CURB RAMP - TYPE 2 PEDESTRIAN CURB RAMP - TYPE 3
UTILITY SEPARATIONS: PARALLEL AND CROSSING AT SIDEWALK N.T.s. AT GRASS STRIP N.T.S.
*DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON
N.T.S. NYSDOT STANDARD SHEET M608-5R2 SHOWN ON DETAIL SS-11.
VERIFY LOCATION(S) & TYPE OF DETECTION WITH CITY ENGINEER.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK owc No aPPRovEn: CITY OF SARATOGA SPRINGS, NEW YORK ow� N� aPPRovEn: CITY OF SARATOGA SPRINGS NEW YORK ow� No
1/13/2010 STANDARD DETAIL 1/13/2010 STANDARD DETAIL 1/13/2010 '
PLANNING BOARD DATE Utility Separations W-7 PLANNING BOARD DATE Concrete Specifications SS-7 p�NNING BOARD DATE STANDARD DETAIL Pedestrian Curb Ramps ss-�o
EY DANIEL C. WHEELER, LS
IF A BUILDING TRAP IS REQUIRED:
COVERED PERFORATED VENT OUTLET FRESH AIR INLET (3" MIN.)
4" CLEANOUT PLUG "`.t'� CIA TES, LL C
� _ F�FiOFE�aIONAL LANU aUFiVEYING
4"(MIN.) CONCRETE SIDEWALK-
TYPE 1 AT NON-VEHICLE TRAFFIC AREAS
3"(MIN.) W W W TYPE 2 AT VEHICLE TRAFFIC AREAS ��2 ��OADV�/�,Y, S�JI�E �J, SA�A��G�, S�ROP��sS, NY � 2��6
�� FINAL GRADE 2'(MAX.) 4'(MAX.)
IF NO INSIDE CLEANOUT: (PLUS BACKWATER VALVE) (SEE DETAIL SS-8)
4 WITH RISER TO GRADE 4' CLEANOUT PLUG S 1/4" RADIUS EXPANSION JOINT ��. (51 �) 5�3-730� ���s° (51 �) 5�3-7303
FINISHED GRADE 6"(MIN. (FULL DEPTH OF
CONNECTION /�IIII I I I II SEE DETAIL SS-5 FOR PAVEMENT
CONCRETE
AND GRAVEL SUBASE REQUIREMENTS ' ��+�' � , � TURF
TO PUBLIC SEWER \/�\j�\/�\/\/\/ ° ' '... •_
�2% (1/4 INCH/FT) BUILDING DRAIN_ %���ti%,�,� ENGINEERING AMERICA C
�j\y\ \\/�\ \/ " ' 6"(MIN.) ����1�`
(MIN. SLOPE) �//�/j//�//��/� '�� _
(SEE DETAIL SA-3) �/�\�\�/�\�/��/�� ASPHALT DRNEWAY � � -- _ <�` _ `�� O•
\/�\/�\/�j�\/�\\ � -- � ;: � ��;. '
IF REQUIRED: IF REQUIRED (SEE NOTE): � �j���j���j�/., y�� . ��o CAST-IN-PLACE/SLIP FORM ASPHALT
COMBINATION °Y° AND 1 8 BEND APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP, � ��//�\// � s o o CONCRETE CURB WARP AREA (BOTH 7 G V�/AS F�I f�GT�N ST�€€T
I WITH CLEANOUT OR RUNNING TRAP '�`�/j�/� �/ oo ,po � � . o. SEE CONCRETE SPECIFICATIONS - SIDES
�j/�\//\ // / o � a o � DRAWING SS-7 1-1/2" REVEAL(MAX.) G�Rg O � �Qo�Qo���o�, ���D��s�,
NLW Y�V�K � 2�6�6
FOUNDATION WALL \�\\ `¢ �0�.:°o o go° plyp � -- � � pF 1 N�p,GE
APPROVED SLEEVE THROUGH ���\� ° v � a o °,ag� GRAVEL COMPACTED TO �� - ASPHALT APRON ��j�0 w�pSN ' FRO
FOUNDATION WALL BASEMENT FLOOR %/��/ o00 � �!' ° a .o o g5% STD. PROCTOR EXPANSION �� R�p 5 WP�( y OF ��. (51 �) 5�7-� 3�0 ���° (51 8) 580-9783
w a . _ z i\�% ° � op,� . . Q ✓��/�/�/ /�/� JOINT >-, , � � �RNE , 25 0
Z � � //�/ $ °o q o.. �//�//�//�//�//�/ //� �" : �.�, � M�N• W�OjN �
� 5, , , ,. 7�\� d? cOa °o /�\/�\/�\/�\/\�/��/i. � � RADIUS 5,,.,:� ' MPX� �STREET �
����� �� � ��������� ��� � ° OWNER/DEVELOPER:
� NOTE: EXPANSION JOINTS �y�\��j��j��j��j���j�/j��/�\ SUBGRADE COMPACTED �...,,, 5�
�I FOOTING MAXCED ALONG CURB 10' O.C. ��������/����������\ TO 90% STANDARD
�� -I PROCTOR TAPER CURB ��V�YD�IL �RO��� �I�I��V�Y��V�I �V�I� r���I�O� b . �II�I��IW��V�Y
6° BUILDING SEWER(TYP.) � � 4" BUILDWG DRAW(TYP.) 6" CONCRETE CURB 2 � � ����� ������
TYPE 1 CURB - CAST-IN-PLACE/SLIP FORM CONCRETE AT TURF ��'������ �������� �� � ��6�
NOTE: CODECIFOROADDT ONALANFORMATION ES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING DROP CURB AT RESIDENTIA� DRIVEWAY ����� �� � �� �����6��
N.T.S.
BUI�DING DRAIN �AYOUT N.T.S. N.T.S.
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2)
OF THE NEW YORK STATE EDUCATION LAW.
aPPxovEn: CITY OF SARATOGA SPRINGS NEW YORK owc No APPRovED: CITY OF SARATOGA SPRINGS NEW YORK W� N� APPRovED: CITY OF SARATOGA SPRINGS NEW YORK owc No
1/13/2010 STANDARD DETAIL � 1/13/2010 STANDARD DETAIL � 1/13/2010 STANDARD DETAIL ' TITLE: ����0 ��
PLANNING BOARD DATE B U I�d I n C� D ra i n SA-7 PLANNING BOARD DATE Typ e 1 C u rb SS-15 PLANNING BOARD DATE Typ e � �f I Ve W a�/ �R e S I d e n t I G�� SS-12
SUBDIVISION OF LANDS OF
�ERT►F►�AT►oN: DANIEL BRIGGS THORNTON AND
TH�S S�R�EY WAS MAOE �N A��oROAN�E W�TH THE Ex�ST�N� �ooE oF PRA�T��E PATR I C IA V. TH O R N TO N
ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
LOCATION: DATE:
�ANiE� c. wHEE�ER P.�.s. uc. No. 50,�3� C0�`� �� S,������� S��D��S ,���I� ��� �0�0
(0�1�0�� �D���OC�)
APPRovE� uN�ER AUTHORiTY oF A REso�uTioN A�oPTE� S,�����G� C��J ��Y� ��VV `����C
BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS.
SCALE:
������ Y�,s�u����,K �,�u�i�� �. w������ cH��RPERsoN MAP NO. �0�0-0�-0�
� D�IC�I � �0 ����
P.�. �I�. I�O. 05�,7�3 �.L.S. �OC. N0. 0�0,13� �ATE si�NE� SHEET4
Cost Estimate for Letter of Credit: Thornton- 2 Lot Subdivision
Planning Board No.: #20210307
Project: Thornton -2 Lot Subdivision
Location: 215 Grand Ave
Saratoga Springs, NY
Date: 7/22/2022(Rev)
Firm Name&Preparer: Engineering America Co. -Tonya Yasenchak, PE Page 1 of 3
On Site (All infrastructure 8� amenities on private property)
Item# Item/Remarks Quantity Unit Unit Cost Subtotal °/a Complete Reduced $
Site Preparation and Gradinq
1 Clearing &Grubbing 1 Lot $800.00 $800.00 0% $800.00
2 Rough Grading 185 CY $3.00 $555.00 0% $555.00
3 Silt Fence 350 LF $2.00 $700.00 0% $700.00
4 Construction Entrance 1 EA $325.00 $325.00 0% $325.00
5 Tree/Buffer Protection 0 LF $2.00 $0.00 0% $0.00
6 Misc. Erosion Control Measures 0 EA $0.00 $0.00 0% $0.00
Demolition
7 Building Removal (House, Garage&Shed) 0 EA $10,000.00 $0.00 0% $0.00
8 Asphalt Removal 200 SF $3.00 $600.00 0% $600.00
9 Concrete Removal (Cut curb for new drive) 20 SF $3.00 $60.00 0% $60.00
Hard Scape
10 Stone Subbase (Driveway) 18 CY $25.00 $450.00 0% $450.00
11 Asphalt Pavement(Driveway) 988 SF $13.00 $12,844.00 0% $12,844.00
12 CIP Curbing 0 LF $20.00 $0.00 0% $0.00
13 Concrete Sidewalk 600 SF $7.50 $4,500.00 0% $4,500.00
14 Retaining Wall 100 LF $30.00 $3,000.00 0% $3,000.00
Site Amenities
15 Traffic Signs 0 EA $0.00 $0.00 0% $0.00
16 Striping 0 LS $0.00 $0.00 0% $0.00
17 Crosswalk 0 LS $0.00 $0.00 0% $0.00
18 Bench 0 EA $0.00 $0.00 0% $0.00
19 Bike Rack 0 EA $0.00 $0.00 0% $0.00
20 Site Lighting 0 EA $0.00 $0.00 0% $0.00
21 Fencing 0 LF $0.00 $0.00 0% $0.00
Site Water
22 6" DIP Class 52 Water Main 0 LF $0.00 $0.00 0% $0.00
23 3/4"Type K Copper Water Service 0 EA $0.00 $0.00 0% $0.00
24 1"Type K Copper Water Service 1 EA $2,000.00 $2,000.00 0% $2,000.00
25 Water Fittings 0 LS $0.00 $0.00 0% $0.00
26 Fire Hydrant Assembly 0 EA $0.00 $0.00 0% $0.00
Thornton-Cost Est Rev
Page 2 of 3
Item# Item/Remarks Quantity Unit Unit Cost Subtotal °/a Complete Reduced $
Site Sanitarv
27 6"SDR-26 Sanitary Line&Stone 25 LF $18.00 $450.00 0% $450.00
28 8"SDR-26 Sanitary Line&Stone 0 LF $0.00 $0.00 0% $0.00
29 Manhole Structure 0 EA $0.00 $0.00 0% $0.00
Site Storm
30 6" HDPE Storm Drain &Stone 0 LF $0.00 $0.00 0% $0.00
31 12" HDPE Storm Drain &Stone 0 LF $0.00 $0.00 0% $0.00
32 Catch Basin 0 EA $0.00 $0.00 0% $0.00
33 Manhole Structure 0 EA $0.00 $0.00 0% $0.00
34 Yard Drains 0 EA $0.00 $0.00 0% $0.00
Stormwater Manaqement
35 Bioretention Area 0 EA $0.00 $0.00 0% $0.00
36 UG Infiltration Chambers 0 EA $0.00 $0.00 0% $0.00
37 Hydrodynamic Separator 0 EA $0.00 $0.00 0% $0.00
38 Wet Pond 0 EA $0.00 $0.00 0% $0.00
Landscapinq
39 Topsoil/Seed/Mulch 50 CY $15.00 $750.00 0% $750.00
40 Deciduous Trees 0 EA $250.00 $250.00 0% $250.00
41 Shrubs 0 EA $0.00 $0.00 0% $0.00
Total onsite Work $27,284.00 $27,284.00
Total onsite X.25 $6,821.00 $6,821.00
Off Site (All infrastructure 8� amenities to be dedicated to the City)
Item# Item/Remarks Quantity Unit Subtotal °/a Complete Reduced $
Road Construction
42 Stone Subbase 3 CY $25.00 $75.00 0% $75.00
43 Asphalt Pavement(Binder) 100 SF $12.00 $1,200.00 0% $1,200.00
44 Asphalt Pavement(Top) 100 SF $15.00 $1,500.00 0% $1,500.00
45 Concrete Curbing 20 LF $20.00 $400.00 0% $400.00
46 Concrete Sidewalk 200 SF $7.50 $1,500.00 0% $1,500.00
Site Amenities
47 Traffic Signs 0 EA $0.00 $0.00 0% $0.00
48 Striping 0 LS $0.00 $0.00 0% $0.00
49 Crosswalk 0 LS $0.00 $0.00 0% $0.00
50 Street Signs 0 EA $0.00 $0.00 0% $0.00
51 Decorative Street Light 3 EA $3,550.00 $10,650.00 0% $10,650.00
Off Site Water
52 6" DIP class 52 Water Main 0 LF $0.00 $0.00 0% $0.00
53 6" Mueller Gate Valve 0 EA $0.00 $0.00 0% $0.00
54 8" DIP class 52 Water Main 0 LF $0.00 $0.00 0% $0.00
55 8" Mueller Gate Valve 0 EA $0.00 $0.00 0% $0.00
56 S.S.Tapping Sleeve and Valve Connection 0 EA $0.00 $0.00 0% $0.00
57 3/4" Corp,WSO and Type K water service to PL 0 EA $0.00 $0.00 0% $0.00
58 1" Corp,WSO and Type K water service to PL 1 EA $1,500.00 $1,500.00 0% $1,500.00
59 Water Fittings 0 LS $0.00 $0.00 0% $0.00
60 Fire Hydrant Assembly 0 EA $0.00 $0.00 0% $0.00
61 Testin &Disinfection 1 LS $250.00 $250.00 0% $250.00
Thornton-Cost Est Rev
Page 3 of 3
Item# Item/Remarks Quantity Unit Subtotal °/a Complete Reduced $
Site Sanitarv
62 SDR-35 6"Sanitary Service to PL&Stone 1 EA $1,500.00 $1,500.00 0% $1,500.00
63 SDR-35 8"Sanitary Main &Stone 0 LF $0.00 $0.00 0% $0.00
64 Manhole Structure 0 EA $0.00 $0.00 0% $0.00
65 Kor N'Seal connection 1 EA $125.00 $125.00 0% $125.00
Site Storm
66 12" HDPE Storm Line&Stone 0 LF $0.00 $0.00 0% $0.00
67 Catch Basin 0 EA $0.00 $0.00 0% $0.00
68 Manhole Structure 0 EA $0.00 $0.00 0% $0.00
Landscapinq
69 Topsoil/Seed/Mulch 30 CY $15.00 $450.00 0% $450.00
70 Street Trees 2 EA $350.00 $700.00 0% $700.00
Misc.
71 As-built Drawing 1 LS $2,400.00 $2,400.00 0% $2,400.00
Total offsite Work $22,250.00 $22,250.00
Total On-Site Work X25°/a $6,821.00
Total Off-Site work $22,250.00
Total LOC Amount= $29,071.00 *New LOC Reduced Amount= $29,071.00
City LOC Approval/Date City LOC Reduction Approval/Date
*LOC cannoi be reduced to less ihan 25% of ihe original LOC amouni.
Maximum Reduction 75°/a= $7,267.75
Thornton-Cost Est Rev