HomeMy WebLinkAbout20220240 110-114 Nelson Final Subdivision Signed Mylars �
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�� CITY OF SARATOGA SPRINGS STANDARD NOTES
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1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND
PROJECT LOCATION MAP ZONING - UR-2 REQUIREMENTS RE���AT��Ns.
_............._._..__..........._......_....___.._.................._.........._........ _._.........._......__._..__......_............. _ ............_.._.._..______._._._......................................................___.___....__....._._.__._____..................._.................._....._._._......._..........................._ _.__....._..__..__ ---- _.....__.._---_.._..__.__..........___.........._................. F AN D B E N H MARK ARE BAS E D ON TH E NAT I NAL E D ET I V E RT I AL DAT M 1 2 .
SCA�E: N.T.s. 2. THE ELEVATION BASE OR THE CONTOURS C S 0 G 0 C C U , 9 9
MIN. LOT SIZE (SF): 6,600 SF
3. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND
APPROVAL. LETTER C?F CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON
MIN. AVERAGE WIDTH (FT): 60 FT FINAL PLAN.
C��nr aF S,a�,Tc�S�r�rv�s 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTI4N.
�� \�� ` BUILDING COVERAGE (5): CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE
MARK TORPEY.Cha`r
;" � ��A�N��� QoA�.o TODDFAB�ZZI Q REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.
RUTH HOR70N
� ' KERRYMAYO PRINCIPAL BUILDING: 30 /o
Ciry I-{at€-474 Broac3way
: ,�.�`'� �y ���t����r,��s �eW York�?��� '�a�°os ACCESSO RY BU I LD I N G: 10%
re�:�i$-sa7-�sso f�x sisseo-s4ea s�AwNA�E�Ks,a��� 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR
�n+ww.sa��axoga-sprangs.org
C}�#RIS PtPIA,Aiternare
TO CONSTRUCTION.
�o�r�c�o���as�a�v MIN. YARD SETBACK (FT):
IfVTHEMATTEii�FTFiEF1NALSUBDIb1510NAPPlICATION��Q�ZO�4O0� FRONT: 10 FT 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE
t�E�saN�vEr�u�suao�vrsror� REAR: 25 FT TRUCK THAT THE FIRE DEPARTMENT DESIGNATES.
1°-"�"��$°"�``'�""� 0 N E S I D E: 8 FT
SARkTOGASPRINGS,�vY iza�� 7, THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK
TOTAL SIDE: 20 FT IN THE STREET OR RIGHT-OF-WAY �F ANY CITY STREET, ROAD OR ALLEY.
Invalv#ng tha premises with Tax Parcel I€3#166.77-9-17,in the Gity af Saratoga Springs,on an application
for flnal plat review of a proposed faur-Mot subdivision witt�in the Urban Ressderttia!-2{UR-2j Districx with
thePianningBoardwt�ometonJune9,�o��a��m��e�h�fe���W�ngd��5�a�tS,�Y�6.Q�ox�c�n�avo�: PRINCIPAL BUILDING: 8. CONTACT THE BUILDING INSPECTOR FORA BLASTING PERMIT, IF BLASTING IS REQUIRED,
Tarpey,Fa6azzi.Doty,Marshall,Pingel,McTygue}.
In atcordance with SEQRA regutations bNYCRR Part 6 t 7 and aher review and evafuaxion af che SEQRA short M I N. 1 ST FL00 R AREA (S F): 1 STO RY = 900 S F
EnvironmencalAssessmentForrnPartslandll,madeamociontoissu�aNega;civa5EQRAD�clarationonJune 2 STORY— 700 SF 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF
4,z4zz; SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY.
And,in accordance with requi�•ernentt set fvrth in the City's Subdivisior�Regulations,the Pianning Board
#$S�eathe�a���W,R�d�:�3oR: MAX HEIGHT (FT): 60 FT 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE
� t�pro�ect�et���s�t�d�Y�53o���arWixhch�fo��owi��ond��ion5: CONTRACTOR PRIOR TO SUBMISSION OF THE AS-BUILT DRAWINGS.
• Remove future sanitary sewer connertion shown within easement area on lot 3 an final plans.
� FinalplansshallbetothesatisfactionafDPWandtheCity's[3esignateciE�gineerfartheapplication, MIN. DISTANCE TO ACCESSORY BUILDING (FT): 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE
`a�'�� PRINCIPAL BUILDING: 5 FT
• �"a""'"��Q``�Y°�`a"d�-`h'��ct"ra'd�s'�"5''a°f�a"'��p�°"""e��t�°"��°�`"��"d�'-��5be�„"d APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS-BUILT" DRAWING HAS
the frant fiacades and toward the rear o#the property to be cansistent with the existing vernacutar o€ F RO N T LOT L 0 N E: 10 FT
xn�n���nbor�,00a. BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
• Three street trees shal€be installeci alang the Neison Ave.frontage. CJ'I D E L�T L�N E. CJ FT
• The agplicar�t agrees to end constructiot�period at 8pm nightly.
• Payment of the fee in Geu af dedieatior�of recreation lar7ds far three new lots. REAR LOT L I N E: 5 FT
Nate:
My proposed further subd`rvision of iot 4 will be P�viewed as a�amendment ta this subdivision appEicatian
��,�a�3n��o�t3n�ar�o�or��,arS�Q�revFew. MIN. % TO REMAIN PERMEABLE: 25%
APPLICANT:
The appdicarrc is required ta complete the faliowing as per the Ciry of Saratoga Springs Subdivision Regulations:
• F3eliver a{etter of crediz or cash es<row as a performance guarantee to the City fnr required on-and
p��-S�x��m����v����,�. J W H e m m i n gway LLC
• Submit a fee in fieu of recreatian of$2,D00 for each new residentiai !oc per Appendix A of t�e
������;5�°�R�g�'a�e°ns. 563 North Broadway
� Submii two(2)mylar and two{2}paper copias of the final appr�sved subdivisian piat{or signature by
`"�P'��,n'ng����"�'�� Saratoga Springs NY 12866
. File the signed fna!sut�division plat with xhe Saraeoga Cowrty Clerk within srxty-two (62) days as �
providad irs Article 3,Secrion 32 of Genara(Ciry Law.
This approval shall expire if ncrt enacted wichin !80 days as set farth in the City of Saratoga Springs
��b�,v���n�R�g���Y,n�s�rt������,s��Fan�.� ��. �----� P R E PA R E D BY:
,����,�0�2 �---���.�� ����--� S U RV EYO R:
°�t�"�W`t''�"°u��°��`. �"�`" Planning Board # 22.0240
c€: Butlding Dept„Aecouncs Dept.,AppWicanrJAgent.Fi€e
Van Dusen & Steves Land Surveyors T e LA
Aooroval 169 Haviland Road � P 518/587-8100
A ove u authority of a reso�ution adopted L Z— Queensbury, NY 12804
G ROU P F 518/587-0180
th@ I i g oard Of th@ Clfy of Saratoga Sprin� . Landscape Architecture&Engineering P.C. WWW•th2lagfOU�J.001"Tl
' ` � ° Chai �S 2 L People. Purpase.P�ace.
D te Signed" 40 Long Alley Saratoga
www.thelagroup.com Springs, NY 12866
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Timothy P. & Heidi L. Donohoe W
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Inv. 18" Cpp (S) = 306.37' , :
Inv. 8" Pvc(W) = 307.53' � + d � z
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Inv. 8" Pvc(E) =307.0'± Recessed ; � �
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TF = 31 O.I I' a 1 O N I � � �
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Inv. (N) = 303.23' �
Inv. (S) = 303.56' ; , 0 � � I �
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Lands N/F of � ; BM,�,r,,,uP �: a g �B Existing Tax Parcel � I � �,
Crystal Byrnes & Gerard Nolan �� 1 Q =3 .zo' � rF = 309.85� 166. 77-4-17 ' �
8:2015 P:i 1026 � ; � in�. �° Pvc = 307.65� � :, "110-174 Nel son Ave" �� I � � �
i 66.77-3-20 �
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Tf = 3 t 0.02' ; � �op�re Area o + O �
in�. i a° cpp(NJ = so6. i 4� � �, � - -- '1 94, 197. 1 Sq, Feet �' � o a� �
in�. i a� Cpp (S) = 306.27�- a 6 , , . -' ' \ 2. 16 Acres 3 N } � o � _
inv. g" Pvc (W) = 306.92° n � � ' , - � � I � � � > � >�
Inv. B" Pvc (E) =307.0'} Recessed Sj :` r � � � � � � � - O � 2 a � j a N w F 8 a o w�Q f�
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TF = 309.85' �N Q�W
Fiiled Wi th D e b r i s ' 3 , � � � i p a o�a�z w Q Q����F�r
Lands N/F of '� , 1 " , � �� � i a ��U ���" Y .go=
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8:2Q18 P:13037 � � �"'�3o��U"F�"�=?�
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Map References � o
, , � � � ost _ $ �7 O�"� Z, Inv, I 2°Cpp (S) = 304.93' � � 2 V ,� ��. :� Z
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Survey of Lands of J , ° W � n� i 2 c �� � ��'�' - Q
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Datedp Aperties, Inc. , ,� �- a�t � � - '� �b'�S �'�
ril 17 2002 h o pp � 306.56� � ,��, �
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O M11 + _
Last Revised: August 13, 2003 , � � ° 5�r{aGe Lands N/F of � I
By: Paul F. Tommell, L.S., P.0 Lands N/F of � ` - � i
; � OrangeCat Properties LLC g� 36" Maple Storm Mt1 / � �;
Professional tand Surveyor Terrence & Debbie Finley ` , _ -o cn � o �
8;2016 P:19486 � �
8:2009 P:29133 ` a � Rim = 31 O.I 0'
; '^ 5 I 66.77 4 I 0 � Inv. 36" Cpp (N) - 298.87' i �
2 1 7�.2 I-2-5 1 .1 , ^+
#I 08 Nelson Ave. N Inv. 36° Cpp (S) = 299.80' ' I � � �
Map Of 8 Survey made �OI' � , , �, ` , Two Story 1louse � Inv. !2" Cpp (E) = Inaccessible (Recessed) �
�
Terrace Homebuilders 3 � � - � �n�. i 2° cpp �w� = 305.0�� � � �
Dated: August 23, 2017 , � �.` � " 1 IRF N � I o °
By: Van Dusen & Steves 3 ASpha�e 7����� E � � �
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Land Surveyors , , , .` �.�, 5„rfa� °0 I � O � .�
" N - '� ' � a
3 1 _ �
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Deed Reference - storm Mn � N a 14,p1' � , _ - � \ " " I �
Tf = 309.72' ; �� .� � .�- � � � n 1 � p
Thomas C. Coull, as Trustee of ir��. i g" cpp(N) = so6.00� a ! �ence � ., -� �� � �
the Schrade Family Trust i�,�= i g"c�p �s� = so5.9z� N , MR Cha�n��nk ' , , � , , , �l
� � �/ � �
Inv. B" Pvc (W) = 307.00' i � � tone � +� +� � �
n 5 � � � � r� � � z
TO �nv. 8" Pvc (E) =30]. I'+ (ZeCe55eGl � y." /'� � �i�US��d / � � Aluminum Fence `� �' �
CRDN Properties, I/1C. St , � � i � � (Apparent Fncroachment) � � �/ �
�Ie/ � �
Dated: March 21, 2003 ; z � � � S 77�02'00" W � � 161,89"
Recorded on: March 26, 2003 , � , � � N 88°35'30"
� � w � � � 756.71' CIRF T/�
As Instrument #: 200305250 Ce ; �^ �' o co � - N � �
` N V1
TF = 309.50' �� � �G c� Maple Trees
NOTES: Inv. 6" Pvc = 307.47' - � '^ o W �
_ . e R o w B D � h o r s e B a r n � � �
� ) T I 1 1 5 M A P W A 5 P R E P A R E D W I T t 1 0 U T T t 1 E B E N E F i I O F A N A B S T P A C T O F � , � �r e 8v Stoc k a de 1 Lands N/F Of � � .d
TITLE OR AN UP TO DATE TITLE R[PORT AND 15 TIIEREFORE SUBJECT TO CB i � � � Fence �r
ANY STATEMENT OF FACTS S f 1 0 W N T I 1 E R E O N. T F = 3 0 9.6 2' , � I S a r a t o g a L o n g s h o t s L L C � �, � � �
in�. 8° Pvc = 307.39' 1 � , � � .� � L a n d s N/F o f i 8:2 0 1 6 P;4 1 1 4 5 � L a n d s N/F o f i ,� i � p� �
?_.) P A R C�L I S S U B J E C T T O A N Y E A S E M E N T S O F R E C O R D. �
3.) TI115 MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN h ; , � �° A�phart 5urface Stephen P. Ethier !79�2 i-3-4 State of New York � � .d �
L a n d s N/F o f , � 8:2 0 0 8 P:3 3 9 8 7 Ce � °0
ACCORDANCE WITYi TY1E EXISTING COUt C�F PRACTICE ADOPTED BY TI1E B:2020 P:36949 cd I
NEW YORK STATE A550CIATION OF PROPESSIONAI I AND SURVEYORS. Thomas .l. Farone & SOn� II1C. 3 � �79.2�_3_� I 79.2 I-3-5 - sr sr � �,.,� � �
�.? TI11S MAP !S COPYRIGIIT �O 202 I VAN DUSEN �STEVES LAND B:1014 P:651 1 � CB � � � �
SURVEYORS. UNAUTf10RIZED ALTERATION OR ADDITION TO TI115 I 79.2 I-2-50 3 , �f TF = 3 I 0.58' ! ►'Z'i
�an ds ��F �, Gru s�h O W � in� i z°Ci'p (N) = 307.68� w o
�
DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW ma(� Inv. I 2"C W �
YOKK STATE EDUCATION IAW , , 1 and Nor 7 pp( ) = 307.80' tp
3 N n d a C• P:2 3 -i ,.-
5,� DIMENSIONS BETWEEN PKOPERTY LINES AND STRUCTURES ARE TO TI1E �' � L1 14 6 5
NEAREST t1ALF FOOT AND ARE FOR TI1E SOLE PURPOSE OF , 41 B•17g�2� 3 � Le e n d
-,�� 3
-�. Date� May 12, 2021
INTERPRETING TIIEIR CONPORMANCE WITri ZONING AND NOT INTENDED , , , �� 1.-�'
lU AID IN Tf1E ESTABLI_StiMENT OR RETRACEMENT OF PROP�RTY LINES. IPF = Iron Pipe Found
6.) UNDERGROUND UTILITIES, IF ANY, ARE NOT St10WN f1ERFON. 3 N
� , AIF = Iron Rod Found
7.) 7t1E SURVEY�D PARCEL !S SUBJECT TO WYIATEVER RI6Y1T5, TITLE OR � CIRF = Capped Iron Rod Found
, MR = Magnetic Reaction
INTEREST TI1E CI7Y OF SARATOGA SPRINGS AND TI1E PEOPLE OF Tt1E �J = Utility Pole S � 1
STATE OF NEW YORK MAY t1AVE TO MAWTAIN TI1E ROADS, AND TO �
Wr1ATEVER RIGIITS, TITLE OK WTEREST Th1E TRAVELING PUBLIC MAY NAVE
TO ThE BED OF Tt1E ROADS. [RF � = Road Sign
�B = Catch Basin
8J CONTOURS SI10WN t1EREON ARF 12FFFR.ENCED TO TI1E NAIIONAL
MN = Manhole SI-�ET 1 OF 2
- �- - - = Overhead Utility Wire w�t± Co�str��t�on
Eo�eric vERrica,��arunn oF �y2� �N�v�z9�. D2�7
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, �, and NormPn237 I � Legend � �
� , � �inda 8;1465 i Date� February 16, 2022
{79.21-3-
.,;.,
IPF = Iron Pipe Found
AIF = Iron Rod Found �� �'
h
CIRF = Capped iron Rod Found
, , ` MR = Magnetic Reaction
` �Q� = Utility Pole
� = Road Sign S- 2
�=� = Catch Basin
IRF MH = Manhole
- - - - - = Overhead Utility Wire 3�ET 2 0F 2
- �---�- = Wood Fence w,tt
D2667
� DWG. NO. 2 I-07 I
I 66.77-4-I 7
�— ' � \ GENERAL NOTES
� ' � 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 5/12/2021,AS PREPARED BY VAN DUSEN & �
� � �' STEVES LAND SURVEYORS. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY.
� - � '
The LA GROUP
2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT DIG SAFELY NY
� � ' � ,,_... (1-800-962-7962)AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING
� ____.._ . .__ ._..,_,__ � � -
// \ _ , ,; - � JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY Landscape 1�rchitecture�.Fngineering P.C.
� � COSTS INCURREQ BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL Peop�e. Purpose. Place.
� � � '� � BEC�ME THE RESPONSIBIIITY OF THE CONTRACTOR. 40 Long Alley p: 518-587-8100
' ' , � ` 1 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. Saratoga Springs f 518-587-0180
' ����� �� � ":��.�`� I CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES LINES DUCTS CONDUITS SLEEVES 1�IY 12866 www.thelagroup.com
IRF �•'��`�`w4� IPF � � � , , ,
����`��� �x�����`� FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE
`:. �:����,� u _
� - ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.j. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY
Unautharized alteration or addition to this
n `` REMOVE WIRE FENCE `�� �_ • n7209ofthe
LINES SHALL BE DONE BY HAND ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE document is a violation of Sectio
; ;--- •
SILT FENCE, TYP. 4 � - �� . w:;�r��� ,�:'�� ;_:�' CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. New York State Education�aw.
; ,
: ::
; L-4.0 _ �' � . _�> , ..
r ...
_.,._._ �
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� �� ���:�� . . z��
__ .
�, ; <= Fen�e � "'� � ��;:<������ � '��;��:� 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPOR ANY
i 1 ;P 7;�� w�re � EEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWN
,��� . , '� ; DISCREPANCY BETW ER'S �the LA Group 2017
, � �
�� � � �" �`�� �.�� REPRESENTATIVE
;� ; � F �' � _ �; � .
_ ;
�' �
� ,; f@` ` x ' P�epared for.
' � � I 5. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND
; :
,� ., ; . �, ' , g LLC
�'� � - � BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. �W H e I�Y�CY�I 11 Wa�/
: ,... � ..
: `��. � � � SF ��� ��
� =�`� � 563 North Broadwa
��� � 6. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING Y
' � SF � ---- --.� VEHICULAR TRAFFIG PATTERNS,AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. Saratoga Springs, NY 12866
;
� ' CIRF
3
� `' � � �� � �' "�'" �� CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE
a� ��__ ...
SAWCUT AND REMOV�' cf� ,,,,r___ �_ _ [�, �� _ IPF ; OF THE LIMIT OF WORK LINE.
''� PAVEMENTTO FACILITATE NEW � ` ��;�..��� ;
, _ CIfR�'I�VSTR�WT�ON ANQ _ � ' �` 7 TOR'S R
<.: `: . , ONS
��A , � _ .
�, UTILITY CONNECTIONS,TYP. , - - ' �` x� �� `' T
, . � -.__ ; .: �� .��` ���" � `.
_.__.. �'�.
;�� , � � AFFECTED BY T�HIS WORK ARE IONNPLACE PRIOR TO CO STRUCT ONE�FOR PEIRMITS A READY SSU D,I
�: ��, .
ti � ; ; _ __ __ � '��..�s�', . T
`' � CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS PERMI S
°:, , 1 CONSTRUCTION ` \ � � � � DIN HALL BE SECURED BY THE CONTRACTOR AND C RDINATED WITH THE OWNER'S
� L-4.0 ENTRANCE, ONE \ ' ` G S 00
' _ , , ;' `. ' THAT ARE OUTSTAN
,� . � ._
` �a 3� PER LOT,TYP. ' `, � REPRESENTATIVE.
. W
`, � � f; �<-: � ` � ', � - -- ___. _„ , ` t� 8. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION MUST BE APPROVED
� � ;' REMOVE CURB, TYP. -
' ` \ AND SHALL BE RECORDED BY THE CONTRACTOR BUILT DRAWI
��
--- ', ' ON"AS- NGS,"AS SPECIFIED.
� �' ` ' _
�
—
x Q' — — — —
W ; ; — — �
� — � I
, REMOVE CONCRETE r � — �T _ ! � 9. SHOU�D ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING
� �<',.�. ��•i���'�`��; � SIDEWALK,TYP. � ____ �� : �' OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK
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ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO IN
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A� ��� ( ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TRE RUBS, STUMPS,
` � � - � � VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN
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REMOVE ITEM App ed nde uthority of a resolution adopted � Q �' �-- - DrawingNo.
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EXISTING STORM LINE b P n B rd of the City of Saratoga Spring .
20 10 0 5 10 15 20 SF SILT FENCE
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EXISTING SANITARY LINE � Q ign `� ?-�' �.L--
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Scale: 1° =20' .�. - � � - EXISTING WATER LINE
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LAYOUT NOTES PROPERTIES WITHIN 300 FEET
1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED pq}��;��; LOT S(ZE ; �
SURVEYOR ENGAGED BY THE CONTRACTOR. N1IMBERi LOCA714N ' C�WNERNAME �ACRESj
2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE OWNER'S 166.77-3-11 127 NELSON AVE SCHNEIRDER,PATRICIA G �'�6 The LA G ROU P
REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE 166.77-3-17 34 JACKSON ST o.14
APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. Landscape.�rchite�tUre�.Fngineering P.�.
166.77-3-18 38 JACKSON ST PAVESE,MARG 0.14
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3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY 166.77-3-20 119 NELSON AVE BYRNES,CRYSTAL o.��
ARE MEASURED UNLESS OTHERWISE NOTED. 166.77-3-21 42 JACKSON AVE CAVOTTA,MICHAEL J 0.14 40 Long Alley p: 518-587-8100
Saratoga Springs f 518-587-0180
� 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. �ss.77-3-30 129 NELSON AVE BOIVIN,BENTLY M 0.30 I�IY 12866 www thelagroup.com
� 166.77-3-31 121 NELSON AVE MIRLING,JENNIFER 0,29
TRANSITION TO � � ` � 5. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES(LINES, DUCTS, CONDUITS, 166.77-3-33 73 WEBSTER ST GILMAN,DAVID ALAN 0.05 Unauthorized alteration or addition to this
� ,,, EXISTING CURBING ,,,.�� � SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, document is a violation of Section 7209 of the
���� .c�� 166J7-3-34 64 WEBSTER ST BREHM,PHILLIP H 0.22 New York State Education Law.
FLUSH CURB, TYP. � � �I ��� FENCE, FOOTINGS,TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL
' � �.� �� � �� �` ' REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. �ss.n-3-35 125 NELSON AVE DONOHOE,TOMOTHY P 0.15
`t' '. ` ,j` 12 RESIDENTIAL DRIVEWAY TO BE �„� �� � �` ���� ���\ . .�� � / � 166.77-4-2 75 MADISON ST BURKE,ROBERT E 0,2g O the LA Group 2017
`�:f L-4.0 LOCATED BY THE BUILDER AT THE � ���`��� �.� � � . . � 166.77-4-3 166 LINCOLN AVE FAHY,JOSEPH 0.24
' t TIME OF BUILDING PERMIT �� . � � RESTORATION NOTE P�eparedfor.
�%; '�; �'�, �,�rc a"`�"�� � � 166.77-4-4 168 JEFFERSON ST JLS FAMILY PARTNERSHIP 0.50
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�' ����` ; �° �: ' � _f� 168.77-4-8 FRANK SULLIVAN PL STATE OF NEW YORK .69
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� 1 DECORATIVE STREET LIGHT �66.7�-n-�� NELSON AVE TRIFILO,SCOT 0.23
- L-4.1 � . . _ . . . _ . . - . . - . . - . . - . . - . . .- . . - . .
N LOT � - ' - ' ' 166.77-4-12 126 NELSON AVE TRIFILO,SCOT 0.23
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ti. . F 166.77-4-14 132 NELSON AVE BILLOK,MICHAEL D 0.33
.,1 � 166.77-4-15 134 NELSON AVE EDELSON,RUTH CHERIS p,z2
��r•,,•, � . �1 ;.� � � , I 166.77-4-16 136 NELSON AVE SHOEN,TIMOTHY 0,25
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' / 179.-1-1 NYS RT 9-P STATE OF NEW YORK 26.45
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r• „y ' � , I I 179.21-2-7 50 JACKSON ST SPEARMAN,BRIAN M 14
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'•. •,,., •:'•, 17921-2-12 77WRIGHTST KRASZEWSKI,JOSEPH ,17
�' ,� • ti• � � ` 179.21-2-13 73 WRIGHT ST SETTEL,ANN F ,17
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. I 179.21-2-50 NELSON AVE FARONE,THOMAS J 3.21
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•'�'� LOT 2 17921-2-51.2 117 NELSON AVE FARINON,GERARD .18
, I 179.21-3-1 104 NELSON AVE GRUSCHOW,LINDA C 0.12
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',�� � .' `�� �� ! 7 PAVEMENT KEY, TYP. • • 173.21-3-2 102 NELSON AVE WOODCOGK,PAUL 0.12
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. I ETHIER,STEPHEN P
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179.21-3-5 115 WRIGHT ST STATE OF NEW YORK 0,24
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Scale: 1"= 150'
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- - PROPERTY LINE Planning Board # 22.024�
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�' PROPOSED LIGHT A roved und authority of a resolution adopted � DrawingNo.
- \ CONCRETE PAVING the I i g oard of the City of Saratoga Sprin s.`/
20 10 0 5 10 15 20 ` Chai pers n
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ASPHALT PAVING `
Scale: 1"=20'
GRADING NOTES: �
1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 5112/2021 PERFORMED BY VAN DUSEN
&STEVES SURVEYORS. TI I l,. LA G RQU P
2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. Landscape Architecture�.Engineering P,C.
3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF Peop�e.Aurpose.PCace.
CONSTRUCTION.ALL SECONDARY BENCHMARKS SHALL BE 50 LOCATED THAT THEY WILL NOT BE 40 Long Alley p: 518-587-8100
DISTURBED BY CONSTRUCTION, Saratoga Springs f 518-587 0180
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; I�fY 12866 www thelagroup.com
l�, 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE
't 't`:, ,,, ,� � �" OF ONE-EIGHTH INCH (1/8")PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY
DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S
��\\� �,��,{ , Unauthorized alteration or addition to this
�) � `"� �� � REPRESENTATIVE PRIOR TO CONTINUING WORK. document is a violation of Section 7209 of the
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', '' 6"PVC SEWER ,: - I � 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND.
�;`� � � ':, N FFE 312.0± ,
;,, `` � ' ; LATERAL(MIN. 2% CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED
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, � ' . WATER SERVICE �'` 4 ; ` __ ...._..... __._ ........: _ __. _.._._. ..........__... _ _ ; . ONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING
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'�`,, ° TC 310�67 1cr - � ��- , ___._.. �.., ; - � �= ' GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2",AND
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:. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES
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';, `: � , I � � „�,� i�= ' � �;"`�� � : � � � � HOLES,WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS
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FC 309 8� � � ` -�� � IF FINAL DRIV�WAY PLACEMENT
:- ���` ,1 '; . � 1 REQUIR�'�A FLUSH CURB ADJACENT - . � '
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' '`'� - 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES
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�:� , ;, � � . - - OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES.
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, � ��� E INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES
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CONTRACTOR SHALL MAINTAIN TH
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`i, BC 309.9�{EX)�:, I � { IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE
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�'�. `��'z �F� - - PROPERTYLINE w PROPOSEDWATERLINE Planning Board # 22.0240 and Utility Plan
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EXISTING FIRE -� ': 1�:, , - ------ ---- - ------ EXISTING SANITARY LINE the t i g oard o the City of Saratoga Sprin s.
HYDRANT, 170�F , ` - -- EXISTING MINOR CONTOUR • C irpe on
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FROM LOT 3 j' 20 10 0 5 10 15 20 �? ���� .: ' e x�
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NOTES:
50'-0" 1. MINIMUM STONE SIZE SHALL BE 1"-4"STONE, INSTALLED EXPANSION JOINTS SPACED PROVIDE CLEAN SQUARE CORNER
FINISH ALONG CURB 10'O.C. MAX. WHERE BITUMINOUS WALK ABUTS CURB TI I LA R U P
OVER FILTER FABRIC TO A MINIMUM DEPTH OF 6". 6" 1/2"RADIUS BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR e G O
EDGE OF EXISTING ROADWAY 2. MINIMUM WIDTH SHALL BE 12' FOR ONE WAY TRAFFIC, 24' GRADE g�� 1/4" RADIUS FINISH GRADE; BITUMINOUS N TO WALK TO WALK
FOR TWO WAY TRAFFIC. MINIMUM LENGTH SHALL BE 50'. I I ��' OR LAWN, SEE PLANS � ,:�� � ��+' 4°CO , �" 6"CO - Landscape Architecture&Engineering P.C.
� � � _ � �. 3. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD � �
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CONCRETE SPECIFICATIONS CONCRETE SPECIFICATIONS
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NCRETE-SEE _ NCRETE SEE
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� ; ., _, , - :-, ::, 4. ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILL �' �,.. o ,.. „�.,,,... ,..�.�_` CONCRETE CURB �� �\.�\ \..,\;; DOT SECT. 304 TYPE 4 COMPACTED � \ \ �.\� \1>. DOT SECT. 304, TYPE 4 COMPACTED
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- �. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO -o 0 0 ' ;� :� - \ \: \ o ?• o
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PUBLIC RIGHTS OF WAY,ALL SEDIMENT SPILLED, DROPPED, ,. o , a. . , .,
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. WASHED OR TRACKED ONTO PUBLIC RIGHTS OF WAY SHALL � ; : � � ; \, \ \.;
�- O, '�. , _ � ` ' � ; � , �;- '4 '� 90%STANDARD PROCTOR ' ' ' 90%STANDARD PROCTOR New York State Education Law.
,o - ; .;,, � , BE REMOVED IMMEDIATELY. o00 0 , a p °&�' B o �----GRAVEL COMPACTED TO � ? �� ` COMPACTED
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� 5, ALL VEHICLE WASHING SHALL BE DONE IN A STONE � ? ,, °� �' '.o� .o.. � ` \ \ "� "` ` � 95%STANDARD PROCTOR � ` � ��' � � A�.�,. GRAVEL BASE
STABILIZED AREA WHICH DRAINS INTO AN APPROVED � � � � �oo � ` \ �'. � ` ��" �the LA Group 2017
o � o � � � � NYSDOT SECT. 304, NOTES: NOTES:
SEDIMENT TRAPPING DEVICE. ` �'PE 2 EXPANSION JOINT SPACING-20'-25' O.C. EXPANSION JOINT SPACING-ZO'-25'O.C.
6. WSPECT AND MAINTAIN AS NEEDED TO CONFORM TO �� �" �` � �� SUBGRADE COMPACTED TO
50'-0"OF 12"50/50 MIXTURE OF TYPE 3 90% STANDARD PROCTOR CONTROL JOINT SPACING- 5'O.C. CONTROL JOINT SPACING- 5'O.C. Preparedfor.•
SPECIFICATIONS AND STORMWATER POLLUTION 6" 6" 6" NOMINAL CROSS SLOPE- 1/8"TO 1/4" PER FOOT(MAX. SLOPE 1:50 TYP.) NOMINAL CROSS SLOPE- 1/8"TO 1/4" PER FOOT(MAX. SLOPE 1:50 TYP.)
AND TYPE 4 RANULAR MATERIAL PREVENTION PLAN. � JW Hem m i n Wa LLC
OVER COMPACTED SUBGRADE FULL CURB AT LAWN FLUSH CURB IN PAVING TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF TOWARDS STREET OR A.O,B.E. MAX. SLOPE ALONG THE LENGTH OF g y
THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO
STA B I L I Z E D C O N ST R U CT I O N E N TRA N C E 6�� CO N C R ETE C U R B SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5� BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO 563 N g h proaydway
MIN. OR AS ORDERED BY CITY ENGINEER BE 5 MIN. OR AS ORDERED BY CITY ENGINEER Sarato a S rin s, NY 12866
1 SCALE NTS � SCALE NTS
MAX. 2
PROPOSED PAVING EXISTING PAVING TYPE 1 TYPE 2
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�' '� '� �' �' '� �2°(MIN.) TYPICAL PEDESTRIAN TRAFFIC LOADING VEHICLE TRAFFIC LOADING
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�, �, �, ,� �, �, �, ,� �, ,� KEYED PAVEMENT TO BE FLUSH WITH
�, �, �, �, �, �, �, ,� �, �, ,� TOP COURSE EXISTING PAVEMENT TO REMAIN GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN
W � W � W � � � W � � � BINDER COURSE� � � 1-/2" MINIMUM DEEP KEY SARATOGA SPRINGS RIGHT OF WAYS: SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS:
� � W � W W � � � � � W � INTO EXISTING PAVEMENT 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A
y � � W W � � � � y � � � � � 1.)SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE )
PROPERTY LINE. PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE
�" � ` ;� 2.)SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. COUNTY COMM. OF PUBLIC WORKS.
' � � 3.)SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 2.)SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR
COMPACTED BASE MATERIAL 8'(MIN.) FROM THE EDGE OF SHOULDER.
COMPACTED SUBGRADE 3.)SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE
WITH DRAINAGE.
NOTEs: 7 PAVEM E NT KEY
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. I SCALE: NTS
2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET.
3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. CITY OF SARATOGA SPRINGS
4. A PERIMETER DIKEISWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. CONCRETE CONCRETE SPECIFICATIONS OF THE PLANNING BOARD
CURB 1' 5'
TEMPORARY STOCKPILE
2 THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE
8'(MIN.) SCALE:NTS CONGRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED EXPOSED TO FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED.
CONCRETE WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE
WASHOUT SIGN a a a AUTHORITY MINIMUM SPECIFICATIONS. MAY VARY WITH CLIMATE AND WEATHER CONDITIONS,
� 0 0 � � CONCRETE STAPLES(2 PER ° a
WASHOUT BALE) ALL CONCRETE THAT MAY COME IN CONTACT WITH dEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED
STRAW BALE WOOD OR METAL 3/8" EXPANSION JOINT SHALL MEET OR EXCEED THESE SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE"NEW
� � STAKES(2 PER BALE) ADJACENT FINISH GRADE AT YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD
10 MIL PLASTIC BOTTOM OF CURB CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985.
0 o LINING AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1)A LOW
z WATER-CEMENT RATIO(MAXIMUM 0.46), (2}A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY
� Z LESS,''(3)A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS
� � � � � TRANS ITI ON CU RB PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD.
10 MIL PLASTIC Q SURFACE, (5)ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER
LINING o o V SCALE: NTS LINEAR FOOT OR MORE, (6)A MINIMUM OF 7 DAYS MOIST CURING AT OR "A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND
NOTE: NOTES: ABOVE 50 DEGREES F, (7)A MINIMUM COMPRESSIVE STRENGTH OF 4000 WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO.
STRAWBALES STAKED 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR PSI AT 28 DAYS,AND(8)A MINIMUM 30-QAY DRYING PERIOD AFTER
INTO GROUND � � 0 � � 0 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION
ADEQUATELY CONTAIN CONCRETE CLEANOUT. TOP COURSE-NYSDOT ITEM �NHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT
2. SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BE 402.098302-9.5F3 H.M.A., $0 EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND
CO N C R ET E WAS H O U T PROVIDED AT EACH LOCATION. SERIES COMPACTION LOADS,THE CITY ENGINEER MAY REQUIRE STRUCTURAL C O N C R ET E PAV E M E N T O N G RAD E
PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN
3 LOADING. 1 1
SCALE:NTS TACK COAT-NYSDOT ITEM 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF SCALE: NTS
� 407-0102 DILUTED MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING Project Title:
10'MAX. �TO � 36" MIN. FENCE POST � „a � � ',.,� ' � BINDER COURSE. CONCRETE SIDEWALK-TYPE 1 AT
z o � ;��;.; ,_ ��� BINDER COURSE- NYSDOT ITEM NON-VEHICLE TRAFFIC AREAS.
3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING
36"MIN., 2"HARDWOOD FENCE � � � }y\l . , 402.198902- 19F9 H.M.A.,80 TYPE 2 AT VEHICLE TRAFFIC EXPANSION JOINT 110-114 N e I so n Ave n u e
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AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS.
w m w �, SERIES COMPACTION PG AREAS. . . (FULL DEPTH OF TURF
,
POSTS, DRIVEN MIN. 16" INTO � � � � � BINDER(LIQUID ASPHALT) ALL TESTING SHALL BE AS ORDERED BY THE CITY � � N ' "� PAVEMENT)
... G R O U N D �' - �' � - � GRADE SHALL BE PG-64-22 E N G W E E R A N D S H A L L B E P A I D B Y T H E C O N T R A C T O R. �. ...:; ;: .. � ,. -:��:�; 1 1 0-1 1 4 N e l s o n A v e n u e
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�������������� ������������� °•' • �. 4. NOTIFYTHE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO
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o F�,o � ASPHALT PAVEMENT �n� ����, ��_.i., �� �
F� PERSPECTIVE VIEW �� EMBED FILTER � ��� ' � �
CLOTH MIN.8" � sCALE: NTS 6"CONCRETE CURB �� � y �
FILTER FABRIC; FASTENED SECURELY TO INTO GROUND TAPER CURB C,;`�` � ��^ � �c�
FENCE POSTS W/STAPLES SECTION
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NOTES: � „ „ „ DROP CURB AT RESIDENTIAL DRIVEWAY �;����v���
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER T OR U �I �
TYPE OR HARDWOOD. FINISHED GRAD � SCALE: NTS
2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. FENCE
SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. Project No.: 2021001
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH Z Design: DRC
SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. JOINT SEAL PER SPEC. _ � Drawn: KLT Ch'k'd: DRC
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 2�� 211 �~ 2�� 2�� �ate: �/Zi/zozz Scale: NTS
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 1/3 HEIGHT OF SILT FENCE IS REACHED OR WHEN z TOOLED JOINT W(1/4" o TOOLED JOINT 5'O.C. OR
"BULGES" DEVELOP IN THE SILT FENCE. � RADIUS EDGES AS
� v . .a � . .a : SHOWN, TYP. o e Q AS SHOWN ON PLANS& Rev: Description: Date:
S I LT F E N C E ° MATCH EXISTLSCORE 1 CITY COMMENT 5/z/zo2z
4 FULL LENGTH OF PIPE �
SCALE:NTS CENTERED ON SEWER LINE , d� a
' PREMOULDED JOINT FILLER � ° o ' JOINTS.TOOLING SHALI
a. ° a. � , . .°. 4 ,, ALSO OCCUR AROUND
ENTIRE PERIMETER OF
�"JOINT EXPANSION JOINTS TO OCCUR 60'O.C. MAX y"�OINT CONC. PAVEMENT.
���NvC���� NOTE: Z EXPANSION JOINT ON P ANS OR OT EAR ETAWSERE SHOWN
S���N� 1. SILT SACK SHALL BE MAINTAINED&REMOVED � SCORE JOINT
��� ��� �` � WATER LINE
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PLACEATREMOVALOFSILTSACKALLCATCH SANITARYSEWE CONCRETE PVMT EXPANSION/SC RE J INT
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�����`�'`::'>.:.. `�°�� ��° �`'�� LL BE CLEANED OF DEBRIS AND STORM SEWER SCALE NTS S D I
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" NOTE: Plannin Board # 22.0240
SEp\MEN� . �. USE SILT SACK UNDER GRATE TO 2• GRATE SILT SACK SHALL ONLY BE USED FOR (REFERENCE- "TEN
OFF IN-PAVEMENT STRUCTURES ONLY DURING AND STATE STANDARDS") �
�PpEN R�N CONTROL SEDIMENT RUNOFF. AFTER INSTALLATION OF PAVEMENT, WHEN INSTALLED PARALLEL,ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN-
SACK SHALL BE MAINTIANED AND TAINED,WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN Anoroval
CLEANED ON A REGULAR BASIS 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES,
(SEE NOTE) OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER,ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO ve u r a hority a resolution adopted � '9 �' D�awingNo.
PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS,THE SEWER SHALL BE DESIGNED AND CONSTRUCTED �""�" a� o he Cit of Saratoga Sprin . j
EQUAL TO WATER PIPE,AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. � y
C irpe on
INLET PROTECTION - FINISHED PAVED AREAS UTILITY CROSSING DETAIL Date Signed d Z� ��-- L-4.O
5 SCALE NTS � O SCALE NTS
NOTES: �
CAST ALUMINUM FINIAL AND ROOF
1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE SAME FINISH AS POLE 8� Th e LA G R�U P
COORDINATED WITH THE CITY ELECTRICIAN AND SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT.AS MIN
DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR KEY EXIST. PVMT.
TEMPERATURE,TYPE 5 DISTRIBUTION, 120-277 SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. JT
Landscape Architecture&Engineering P.C.
PRIOR TO PLACEMENT OF NEW PVMT. ITEM DEPTH MATERIAL METHOD OF
2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR VOLT DIMMABLE DRNER People.Purpo.re.PCace.
PAYING CONNECTION CHARGES FROM NATIONAL GRID. LAWN RESTORATION PVMT. RESTORATION PLACEMENT
THE CITY OF SARATOGA SPRINGS TAKES OVER THE ACRYLIC ACORN LENS TOPSOIL&SEED NEW. PVMT., SEE DETAIL 40 Long Alley p: 518-587-8100
LIGHT ONCE CONNECTED. AS SPECIFIE � PIPE ZONE BEDDING 6"MIN. CRUSHED STONE MECHANICAL Saratoga Springs f 518-587-0180
av 5T TWIST LOCK FITTER COMPACTION I�IY 12866 www.thelagroup.com
3. ELECTRIC SERVICE:SWEEPS AT CONCRETE BASES AND �` PIPE Z NE BA KFILL 12" MIN. CRUSHED STONE MECHANICAL
BETWEEN BASES USE 2"SCHEDULE 40 PVC DRIVER COMPARTMENT � � ` COVER COMPACTION
NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS ELECTRONIC PHOTOCELL ' �1Y � ` FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL unauthorized alteration or addition to this
WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: STREET SIDE , � � � � SUBBASE MAT'L.; COMPACTION document is a violation of Section 7209 of the
THHN COPPER STRANDED NUMBER 6 COLORED RED, � � '"Q w � REFER New York State Education Law.
WHITE,AND GREEN. LIGHTS ARE WIRED 120 VOLTS. w `� `n TO NEW PVMT. DETAIL
4"-3" DIA. TAPERED POLE, .125 WALL � w w ` �the LA Group 2017
PROVIDE A SEPARATE HANDHOLE, SYNERTECH �,., � _ > > NOTES:
S Y N 1 2 1 2 1 2 H H 0 2,T O B E O W N E D B Y T H E C I T Y F O R T H E °D ' THICKNESS, 6063-T6 STRUCTURAL GRADE a O o BURIED METALLIC
� ' ALUMINUM w v v 1. F I N A L T R E N C H B A C K F I L L
D I S C O N N E C T N E A R T H E B A S E O F T H E E L E C T R I C P O L E � � � � IDENTIFICATION Preparedfor.�
z z 1.a. I N N O N-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE
OR BOX AT THE BEGINNING OF SERVICE.PROVIDE AND POLE WELDED FOR SINGLE UNIT ¢ g � WARNING TAPE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE
INSTALL(1)5/8 INCH COPPER GROUND ROD IN CONSTRUCTION � X q �N,� FINAL TRENCH BACKFILL ENGINEER OF RECORD; OTHERWISE IT SHALL BE J W H e m m i n g w a y L L C
HANDHOLE.WIRE AND CONQUIT FROM HANDHOLE TO � w Q "' �`` �
POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF � BLACK FINISH � � (SEE NOTE) STRUCTURAL FILL. M I N. M O D. P R O C T O R D E N S I T Y S H A L L B E 8 5
� o PERCENT. 563 North Broadway
C O N N E C T t N G O N L Y O N E L I G H T P R O V I D E W A T E R T I G H T t n � . P I P E Z O N E B A C K F I L L 1.b. IN PAVEb AREAS, FINAL TRENCH BACKFILL SHALL BE
Saratoga Springs, NY 12866
FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1 P 600V ACCES S D O O R o
CATALOG NUMBER: � S T R U C T U R A L F I L L. M I N. M O D I F I ED PROCTOR DENSITY SHALL
WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ �V:' `� PIPE ZONE BEDDING BE 95 PERCENT.
,.
FS61 IN HANDHOLE FOR FUSING THE POWER WIRE. IF PT-D650SRLED-5T-4AR22T5- � • `- Q�Q ' '
CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP MDL03-A-PEC/4214T41BK o�' MAT'L 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL,AND FINAL TRENCH
BACKFILL SHALL BE PLACED IN 6 INCH MAX.COMPACTED LIFTS.
FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND oOO 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY
PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FOUR ANCHOR BOLTS AND ONE GROUND STUD. z COMPACTED TO THE SATISFACTION OF THE ENGINEER.
FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH � PIPE O,D. +24" 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES.
LAMP. RUN#12 THHN COPPER, (RED,WHITE AND �
GREEN)FROM BASE TO TOP OF LIGHT. USE POLARIS 4"CHAMFER MIN.
ASE OF L G TS.OT EOLIGHT S�TO BE MO NT�ED AND IN � \ , FINISHED GRADE P I P E T R E N C H S E CT I O N
DIRECTLY WTO CONCRETE BASE USING FENDER z � ` �� `\� `\�" ` 4
`�`; � ZINC PLATED ANCHOR BOLT SCALE:NTS
WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH � � `� ��`' '
THICKNESS,AND LOCK WASHERS. `'�� ` ���'� ���� ASSEMBLY PER MANUFACTURER'S
� �" RECOMMENDATION
N .�:\ �:;\ \
z 2" PVC SCHEDULE 40
� �`;';; �:.���.
�,�: ; ���`�� NO DIRECT BURIAL
17" DIA.BASE, 12" DIA BOLT o � �``
1'
CIRCLE, DIAMOND PATTERN, � `�� ��r�� GROUND ROD PER N.E.C. � � �
FOUR�"x 18"ANCHOR BOLTS ;; ' -�;�.�;: 4000 PSI CONCRETE BASE WITH � d ��
`�` ` �` SONOTUBE FIBER FROM 20" DIA.
� ., �_ ,, , /T
\� ���;� 1 � �
y� � \ � 1 �
UNDISTURBED SUBGRADE OR ` / "� l LOOP ARBORTIE AROUND STAKE AND
\ \ \ `�� r � TREE STEM BELOW LOWEST BRANCH. DO
� � ,�� � : ;�� ���; COMPACTED TO 90%STANDARD �
� 20„ PROCTOR NOT WRAP ARBOTIE AROUND AS IT WILL
LI HT DETAI L � GIRDLE THE TRUNK
DECORATIVE STREET G ` �
1 � CONTRACTOR RESPONSIBLE FOR
SCALE: NTS t / � � KEEPING TREE PLUMB. REFER TO
W � � i � �' SPECIFICATIONS FOR FURTHER
FINISHED GRADE � , INFORMATION. STAKING NOT ALWAYS
TREE BELT / REQUIRED, IF STAKING, INSTALL 2"X2"SQ.
SEE NOTE SIDEWALK ` OR 3" DIA. HARD OR SOFT WOOD STAKES,
CURB "` -,�� IN ACCORDANCE WITH THE
ROADWAY �� ` :�� ;�� �` ��` _: �� ' �� � � � SPECIFICATIONS. {3)STA�KES REQUIRED
� „ ��'; , � � ������ ; � �� �����—�""���� -: _-,-��� , FOR TREES LESS THAN 2 CALIPER.
;. �� ;, � � .,�� '��� , ��';��_�� �� l
��,,� ROOT FLARE SHALL BEAR SAME
NOTE: /� �� RELATIONSHIP TO FINISH GRADE.
LOCATE CURB BOX BETWEEN CURB
3" QEPTH SHREDDED BARK MULCH; PULL
AND SIDEWALK AT CENTER OF CURB BOX; MUELLER 5'-6"t MODEL
TREE BELT.WHERE NO CURB/TREE AWAY FROM TRUN .
BELT IS PRESENT INSTALL CURB H-10314 (IN TURF)MODEL H-10334 (IN
CONCRETE WALK)(SIZE AS REQUIRED CUT ROPE SURROUNDING BOTTOM OF
BOX AT PROPERTY LINE. z FOR 3/4"OR 1"SERVICE) TREE TRUNK AFTER BACKFILLING BUT
g � BEFORE MULCHING. FOID BURLAP.
� z CURB STOP; MUELLER ORISEAL MODEL E . 3" HT. PLANTING SOIL SAUCER,
3/4"COPPER TUBING � H-15209 COMPRESSION, MODEL H-15219
: , COMPACTED
(TYPE K) � (W/DRAIN)(SIZE AS REQUIRED FOR 3(4"OR �
"�' 1" SERVICE} : 'PLANTING SOIL AS SPECIFIED Project Title:
CORPORATION STOP WITH SEE DETAIL FOR SPLICE '
_ 45° '6" NATIVE SOIL DRAINAGE MOUND,
COMPRESSION FITTING, TEMPORARY CAP OR PLUG AS NECESSARY ;. , MPACTED TO 92%. (POORLY DRAINED 110-114 N e I so n Ave n u e
MUELLER H-15008 3/4" � � � SOILS ONLY)
3/4" MIN, SIZE TYPE K :
' . :
COPPER PIPE � UNDISTURBED SUBGRADE 110-114 Nelson Avenue
� 2, o„ Saratoga Springs, NY 12866
��oo MIN.
EXISTING
WATER SOLID CONC.
MAIN BEARINGBLOCKOR TREE PLANTING
C.I. FOOT �
SCALE: NTS
����"`�,.-��.—ti. �
TYPICAL WATER SERVICE CONNECTION ��� r ��
���"" ,-�� � �°�'����
2 SCALE. NTS +{�,��� �� 4���+��
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�d� fJ� ���a�;
=il
6"SAbDLE WITH STAINLESS
STEEL STRAP PER 45° OR 30° BEND AS REQ'D
MANUFACTURERS Project No.: 2021001
RECOMMENDATION, ROMAC
Design:
INDUSTRIES, INC.
Drawn: KLT Ch'k'd: DRC
Date: 2/21/2022 Scale: NTS
EXISTING SEWER LATERAL
SEWER MAIN �
� SLOPE:2% MIN. (1l4" PER FOOT) Rev: Description: Date:
1 CITY COMMENT 6/2/2022
45° OR 30° BEND
AS REQ'D
,�— PIPE BEDDING AS REQ'D
'�`T--T""-��-'��'�,�''1 �� � UNDISTURBED SUB-GRADE
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\ Drawing Tit e
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Site Detai s
Planning Board # 22.0240
CONNECTION TO EXISTING SEWER MAIN
3 SCALE: NTS DfOVCJ�
A r ved r au hority of a resolution adopted � "�' L D�awingNo.
�(.tG� n9 �d of e �City e f npratoga Spri gs.
� P
Date Signed L z`� �-4.1
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