HomeMy WebLinkAbout20210243 19 Washington St. Development Plans 19 Washin ton Site Plan A lication
g pp
19 Washignton, Saratoga Springs, New York 12866
March 18,2021
ARCHITECTURAL RENDERINGS: SHEET INDEX:
S-1 SURVEY
L-1.0 DEMOLITION,PREPARATION,EROSION&SEDMIENT CONTROL PLAN
L-2.0 LAYOUT&MATERIALS PLAN
L-2.1-L-2.2 LAYOUT&MATERIALS ENLARGEMENTS PLAN
L-3.0 GRADING&DRAINAGE PLAN
� L-3.1 DRAINAGE PROFILE
L-4.0 UTILITIES PLAN
� L-5.0 SITE LANDSCAPE PLAN
r ; ��, L-6.0-L-6.4 SITE DETAILS
� � �, ��,� �,"', L-7.0-7.1 ARCHITECTURAL DESIGN PLANS
; ,
i •.� i�� �� ,
, � � �
I ���_ � ' ' -e
� ' � v`��.
� .
i _ \'.
, _ _
. .. � ;
�-.�� _%'v ��� � f � �� �� � 1 CITY OF SARATOGA SPRINGS STANDARD NOTES
c ��� _ � �
��_ _ ,
� �,y,� ;t- ��J . ,� ,._
_ �
,� �
; ,
,� �� � .� . . , ;, �� p �,� _ _ ���.
-- , -
p .
� I �, �' �
� I '�J
�`! 1 � � i I `1'I� �I 7 ��'�, �° 1. ALL WORK MUST CONFORM TO ALL FEDERAL,STATE AND CITY CODES,SPECIFICATIONS,ORDINANCES,RULES AND
� � �'� � ��_i_ ��.,�� o
R ' `' � ��, � ,.;_ =�;- REGULATIONS.
� � �
• �I I _ . � u - .s��-,..r `9,I:y -s...-
� � �� _� u �,�� f �
" ��;; , �� _, � ��� n , ,�,
:
�1 - ��'"' � ��<> 2-� ` ,' _� � `' � ' � '� 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM,
! ` 1 " �'
.
� _
�� ' �,- r � " ',� i P, ;� � - � F�,� 1929.
� I� �µ, il �� � � �, ��\ , �-� ��� ':�
- -
_- � ��J r��� �' ,� �., v�= .,5
1� y�; 3
( _� �.
_, -- ��—, �
i � .
._ - �__ i I ,�., �, , �_ � - - -
I -- �'r- �� �
Y, THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW
� -A,_`A �j I,i��� I� '•" . � L--- �'�I� 'Ir f!��F"�;:,�' � �,'' s AND APPROVAL.LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNWG BOARD CHAIR SIGNATURE
I` / r � 1
�n � I �1 `�" �'� ON FINAL PLAN.
_ � • � --- -— � ��i:
r �C I��' � f I � ,
— I�,�
_ n' /E_,�I �� ' - � �� ��§��-r'TI* '�,''�
1 � � � �� �� i� ��
' - � ���_� `� �R � � � _ ��
n' c1 L � � �
, i n r � �E I� � � ,`,_ _ � L�� �i i
� _ » � � ' f ' � �n-9""''� ��r : 4. THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY
�t`,�,n -
� �- I - �'�'Rn �--_ __:�---,--- � � �.:- _ �'
:r - - � F���-�>�f��� ` �pp� V���� -
Ir 1'-'i F F= �p� I..,I -�� ' � � � ` ro� CONSTRUCTION.CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED.THE
��. ��I �� �� " -" COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANTIDEVELOPER.
�' � '��� i - ��E���� �-���� `����������Ia� � : --- --—�
„
� �� r'�_ -,I � o T�, I._ �~ .._ . --
� ,�,I��i y `�°r' '' � m rE E���I 17,�j'`1i��`� A�I11 � 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER
��>�
� �� - �'`°"_ �y° `�i C IID.0 �II 1 l c'�8
� 4 � I _� , _ I �06o ry PRIOR TO CONSTRUCTION.
' '" :ll R�-�,r�`
I = �� .'��� � � :J�'_J�� �_- �_ - ' _—�D��,_
_ � --� 4 s .^�' 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE
_ — -- -� s='�-
,,,,�Hi11tFHitH r`�,,,,, � _ -_�
TRUCK THAT THE FIRE DEPARTMENT DESIGNATES.
� 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK
WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET,ROAD OR ALLEY.
8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT,IF BLASTING IS REQUIRED
9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF
SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO
APPLY.
WAS H I N GTO N STRE ET LOO KI N G EAST CO R N E R O F WAS H I N GTO N AN D B ROADWAY 1 O A PROVED PLANS��,AOLL D S UR ED SOIBS OR BARE GROUND HIAVE BEEN FUS Y SNABILI^ED;AND AN ASO U�ILT DR WI NG HAS
BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
��,��� .�.�: �Ft t, ;_ � ;` ,�;�; � .+�S g� �� q'U�f�/� � SITE STATISTICS:
.� APPLICANT: PREPARED BY:
� � ,
_ , -_ �, ��� ��0 �� ' � a��%
_ ,, ,.� os ital
`_ ��' .`� �'�o���J��,;�����Q �-�/� � 353 Broadway Acquisitions,LLC � 40LongAlley
_-,�, _�e '` � �I '�����gry� 6� � / � Saretoga Springs
PROJECT SITE R ��.M�- � '��� ' � 353 Broadwa NY12866
� �t: ,�- i1 C�I PRO�ECT SITE a Ty��/� I� �r PROPOSED USE: MIXED-USE;COMMERCIAL,RESIDENTIAL r t r n NY 12 The LA GROUP
i� $� = � � v �7 S a a o g a S p g s 8 6 6
��-�� � ��� / �� �/� � Landscepe Architecture fl Engineering P.C.
P:518-587-8100
� �a � _ i�'� � / + � PARCEL SIZE: 1.53 AC f 518-587-0180
-orn� e�' - . � �,r�� � / Peap(c.Purpote.P(sce. www.ihelagroup.com
�
��" �Sct�� Park_ (�(1 z9/ �� T A X P A R C E L I D: 1 6 5.6 7-1-1 4,1 5,1 8.1,7 0(T O B E C O M B I N E D I N T O O N E P A R C E L)
_��_ - 9 �I�---"—��� �--� ' ARCHITECT:
`.� } �,: `_ } N �' `
�,,,, Q -�, ` 1 As ��j,���b ry��r 9P ��� ZONING: TRANSECT6-URBANCORE(T-6) Dominick Ranieri Architect,P.C.
- o a ��Cl�l��.-, ���o 0
- m �4� !��� ZONING REQUIREMENTS: 3O�a�/StC'eet
= 3� ��oo e Q
-- _"� WASHINGTON STREET - r D � `C�P�k S~ C P�[�l�tllnb BQf���XX.XXX
� 9P�ti BUILD TO DISTANCE FROM FRONT LINE 0'-12� Schenectady,NY 12305
I� Sarato i
-:�►.� r'� �UO Ca o �+`'` �'�� MINIMUM%BUILD OUT ALONG FRONTAGE 80% Approval
- ��_. �- �--,. _,�"',��E� ��r�"�eRYT��$C {��` ����C STORIES ZMIN. Approvedunderauthorityofaresolutionadopted
I��� ��I /'�'�1� `��� HEIGHT 70'MAX bythePlanningBoardoftheCityofSaratogaSprings. SURVEYOR.
.. . . �� 7,' /'/�li���ilr--��� I��i�
MIXED USE BUILDING: COI1tCOI POlnt ASSOCIateS,Inc.
RESIDENTIAL 153,033 SF(INCLUDING 90 APARTMENT UNITS) Chairperson 26 Aviation Road
PROJECT VICINITY MAP PROJECT LOCATION MAP NON-RESIDENTIAL/COMMERCIAL 54,832SF(INCLUDING31NEWHOTELROOMS)
SCALE:1"=500' SCALE:1"=50' PARKING 101 SPACES DateSignetl: AIbaCI�/,NY 12205
� � RY� ��� `r�p
�
��aa��s, ���,,a, F -, E- �
�-0>� e��,� B`� ��e =
_ bo " v�� u� ,
«� Q�YE_.E -
� �,._ � - ��_�e ,
. o �l�� � �,-.
d � -- _
, , � _ :�
g �
APPROXIMATE � �5 a ��
�� z¢ LOCATION OF UNDERGROUND SI� � �°
�� UTILITY EASEMENi � ` e -c.:,�
�O� �� I' (NO ENDENCE $ �JyP O ' .V
i�P� OBSERVE�IN FIEL�) LAMS N/1� ��
�� � (sEE oEEo recr.#2) ]DSBIWYSARAR7i6A °n �� -^Y
��� /YA9011iYBIMDNO NST�20I10A1lSY •`"• 'a fi��� k _
z �psx�-r-n = ¢� •
o � '( //�/ o `�� �
� ���q � �„ � r , -
w ' � �y =
�� � CBS �NC.PA� I I
. �' Hea•n•ra �
�IW11T 7F:303.0 W/UPIJPES �J
U M[11 �}..�J�INV(1�:3006,11'HDPE r�T �
� '� (2�:300.4.12"HOPE MFA �� J ..5,� - ��
y N$2'10'49�l '` - �sO _ /��,��� .�..�,..,, '� cns R�][�IINIITYI4�]P
Z 49,�� �A� ���// - . �ALYE �OLOOBDeLon��e.5n'ee4A[IasUSA
"RE"E`7 � coNc
� �S BENCHNARK � .�xu S�P
z 10 DIN9dV S�GF77ME5 LLC CAPPE�IRON R0� � 7 s`�ua�"<a x�y a� V ❑ ❑ R�� ,
ME5
dfBtf P.IOP [� , -mx� � _ co,v
EL 309.90' A.L.O.
n/(78538-8 �x'A =CHPIN 1 ' PSD � _ 5�£f�� 12.
- � �- � E A EA '� � �u u E UNKN - �� �N.�
9ENCHNARK EL709.24, _� - ER ' __�-��3`I � � ���1PLIry \� My� I'�
CAPPm IRON � ' -- �1� �WPLL� .
Roo � Z�eS� �� '------�3'�0`47�fY r�m�.cw+ �\ g W
� 7F:307.5
� INV(I):304.5.8'H�PE /•�'�� �---{j6,.�7FlE(�J � ��<� �',�� IJGHi I
(2):303.8,fi'H�PE � BENCHMARK �
�� � �/ I �.T���REC�DJ i BOX Qli S.E. g �
x-��x c i CORNQ2 OF CqJC.
ARfA�yqFOf 9G fT.�
� �Q�p2AC� � �LVE�.`HH EL705.70' �CBS \ S ryEr
❑ / ��•i�F-304.2 CBS�xv:]�i 5 p Ink�7F:30 � / .J�d��W�y LLC
CONC AREA� GRA55 �_ -- 7F:707.8 � 3
/ GROUN�9aRFACE CONC.Wp ��-"� � z� �B�SSJ-J 9
(f J / COMNUNICAPON�UPLITY „- 7F:303.0 �� m� � � �
�i I� (l}� (�)��) i�yy���� IJNE IN 7!¶S AREA � (� INV I:9.5,8'PVC �� C IIm /� I 99 �
� I�� (1 8 YDI}P..NlSM 'os ; __�_,3, :9.5.e"PVC a� ..0 \
(y�� /1Y�I61AT-FI} a1� 71LE � �•�•�,2Jr� � �NA�. \ 6"W L� a
c �,�� Ce o i� ,-� �\ .SBB'34'J4�0� Pn�R<d ��aaosm � „ � � I�r:��a� � -�
7F:�707.0 I h-' ,]��j' ' AREA OINING AREA
�� IN:7042,6'HOPE w PPPROXIMAIE LOCAPON x�o CBS Fp{RJp� 01� z � ,�u ORu(SEvap � �,�ga
APPROK \
��03.Aoo.� B' .z�q- ��'\ X o ���_
---' � P :0.I� Y � OF U711JiY EAg1dENi X�� CROUN�SURFAC a pt� ��. �-
i .
� � � P ' I �� 1 � � (L.159 P.SBfi) � U11LIiY�NE IN C iY CABL[ qo� MH
� k' � 6" UNKNOVAJ � BROKEN P IN
��� � 1I711JiY 2 �� � � CONDWT ONOUIT Ai UNKNOW}� F�H} 7FI299,fi
\ �'�� i � OUNO SI1RF O 7F:�299.fi I �.�� �IlA�"'f'
, , I � x x `- e'�nNv�PkS3R""v FENCE �i ,, � nury inv.�W:z93.o
Im � INV. 293.0 I �
I �u�n�� INV:(EJ:292 8 li��
4 r �< R FFE30fi.fi' , �:I __--' ..�_ ,:..- I � '� "AS
� � �Q�KNO �,�B°WATERLINE(RECORDJ � C
�ALK�P� I V � IUNOER¢ROUN o I �G.V
�a�P�� \ UIOLIiY 5r SIE S�IEPS Q I Hro
I
��f�g�--/ i� GARACE OP� �o,s I I ,o,� WALL ,�a I I � I;
•� ORNN
- ���r .a � � � � UNDS �:ses.e Po �� �I I m �UNDS N/F
�MC1.PlI PMiNERSLLC (�2) J .9' }�,9 ��B 2017 P.IQ510��LLC s�P r � �I�� ���tw '�o•I� �O �MARUB.2009 P.f001RUSiEE
O
d 10��P.�51�5 � � I *'•j � --- '$Q3'�3�16�W 7N/IBS87-1-71D _Mi.o� � � � �"I���p R9A.1j� z� I I � � 1M/f6S67-2-f
NyleSe7-f-it �� r v a i 4 � j. vr�w�.�' �� �� 156.16'(h7ELDf aosr °'°-� �m}Fo i I � I; UI --
�
��--` � P Y I � (I.I3�REC<AQD) D SG7B�(RECARD ,,� „/ewcren.ore�POS` �a,,/� a.9P zso �... I'� n2
� ���Ml�SCAPEAREA � I Il YJ�I.fN� II � - I,
V A9PNILT PMYC IOT z� I
I II W 0 2 sroav�� �o I ,' �pg,189t SQ FT.aosro �� r�e aoos' I I I� `y,�.I p�a
1 YAO�/SiONE�O � � >
f BNLOING CRA55 a CRES � ��
,tl �S _ POSi POSi I �4 I � � I�� �� I
�' P ��� � � ��__ �0,3 �,�� i� i ;� �r , u,�s�,�
GRAbEL PARKING R I I�� � no.s
, .M BIllG HEIGHT:37'i� ��AP�JOS/B � I • SO3��.1�1G9Y z �I' �o NEW COIMIIRY
� �M.
, U,I / I� 11{/16567-1-15 P�, ��,G. Posr I� S 2195• DEYELOPMENT pPOf/P pVG
_--- � _ r �.,� �; s. a_ � �''�,l�z5sz��cro�,����� �� n�'e►e.'�sei i`-ai
oRrx�u 6 I �
v.oa CBS 'CO(�Iry SffP ^ Ic I POSi �:�0.1� ��Ll I I II �i
�� -____ 7F:702.9��� � ry • ��p..
� e nOPE � � �Ri PIG�❑`�i �-F� � WNC.�PM� �I I �w O
i R
� ��iuv:zse.�`f , i � /1�-�.-.,-._ �� STAN I I . I' ��
CANC SIOEWALK P.� --�-' HEOCE OW���� � �mo BENCHMARK M E � I I Q,°r �
------ UNK . HEDGE ROW� . •r �� � � SPIKE SEi IN UP� 1O1r�� N i I Irzn�.rz� �
CONC URB` - ------ RSz.a �
=�-°-- �� _ _ �.700.45
-_ -_,_a CONC CURB p -
1 °_"� __-"_° -- ', ____ _ POB / ,Ftaao�
--�-- �
0._"
._______ � • [l.
r-______ ♦ - - � _ - __
-�i� _____ � � i �
____��_____
_ --b�,� ' � R� �^ b`iRLK FENCEN�"� V�
o POLE xo w�
•�--M -_ . i Y298 q -c NINS�W xu� r � 0 _ � �r
e"PVC �CBS Q QPFW
-_ -___________x_'__ ._v:E98c�___7F:301.9 nn4�AlT'� "-
N�'wi.a y50ETAI KNOWN ��jw
_ FLUS g
UN
_--i x � __'_ '1 � � -- __ ___ __ _____
c Ei
� _ i. � �yy
--�`�--- -� ~- -�---------� ,� _ _ -_ _ _ _ ,
__ __
a 9
�ons
� K �EiE SIDEWAU( ���
_ 3oos FlUS�CURB � _ ��' 9
-N �y _ BT�.�J a C CR iE CUkB NCHOR 9fl-SCNAL POLE9/
� __i___ � �WNc�
-- , -_ t�:aoa.z °-�---_ --�,----- '2Z�5&hl_�51.69�(F1E10� �'�R99 - -- � --- FwsN caoss
a
� --�---�-- --- ' ------ 12'vCP �c
- y -- -_- � ----- -
���
_'--' ___' - �-J9.I�`�---�58.00--(REC�J=e�us iORu g-�R--�--SANIiARY SEWER a-_AS�-� --- _sic eo�g�"g��. I-
ss., , �
_ _ o
R_ __- ` -N
_ �LL�,p�o CREiE CU
� _- -___ __________________ - c - --._
__, � � - �
-'�� �oae -- n --- xw.� '. __ -
� -;,--cas-r-�_TO BROAOWAY�-- � _________ _____- "
___ x e
�_--"� ��--- .�'x�s.s
� ZN86�1'4
� �- -__ __ 7F:701.8 7F,30(f.Y' ---r- f 10'WAiER(RECORO)�,�-- -�'-�zse ________________________ - -_
) 8'G �CeN RB u'aLK I
�'CAS .�
- � WV µy` _____ X�c�� �I c� �
� � CONCREiE CURB - - -�� � -�va�LB'vCp SroRu g�p --�
T _ �- -�- --a!��INV:298.9 - x�aon r . �--,___ - -� �r ry__ J _m "
nro cv � dY/�,S'HINCTON P � "°`"'�`� `'^'�"wArzauNe'•
I asz e y�f�' s�i _ r"•J TR�1;T -� � �'`� �RCCO I
T � �i (s.'�ER.a.s./ ,,-��----__ �MHi = I
I ..�:��� - -- _ 7F:29�i3 I .a
�-- CONCREiE CYJRB � fl i i I
� -_-�* �� �;oi..�m �
I
,9,� � w„�
�-' I� IG BOX I
i' _"_'_
UNDS N/F � nro ----I--�I��� UNOS N/F
BE7HESDA EPISCOIoAL UNOS N/F �,'I � � I JM BROAOWAY ASSOpA 7ES
&�P� EATpV CENiERS CQ � I 1N/185�87-2�11
LEGEND �r�'8�-�-� 69.77 P.BJJ i�
m�ese�-r-ss ,
'��;f coNiFERous 7REE EocE oF nsPr+n�T I I � � I
� DECIDUOUS 1REE EDGE OF BRICK I q I
0 BORING E�GE OF CONCRETE I I 29S �
xv
� WATER VALVE EDGE OF GRAVEL
- NOTES:
O�� WATER SNU7 OFF PARKING S7RIPING 1. PROPERTY KNOWN AS LOTS 14,15,18.1&70,6LOCK 1 AS SHOWN ON THE OFFICIAL TAX MAP OF THE CITYOF
nro SARATOGA SPRWGS,SARATOGA COUNTY,STATE OF NEW YORK,TM#165.67.
Q FIRE HYDRANT CONCREIE CURB
2. BASE MAPPWG PREPARED BY CONTROL POINT ASSOCIATES WC.PC FROM A JULY 2020 FIELD SURVEY.
Gv
� GAS VALVE BUILDING 3. NORTH ORIENTATION IS 6ASED ON GPS READINGS TAKEN ATTHE TIME OF THE FIELD SLIRVEY.DATLIM IS NEW
¢a YORK STATE PLANE COORDINATES NAD83,EAST ZONE.
ucnr
��� �}E LIGH7 POLE " " FENCE LiNE
W�� 4. CONTOl1R5 AND ELEVATIONS ARE BASE ON GPS REA�INGS TAKEN ATTHE TIME OF THE FIEL�Sl1RVEY.
w�a �Po� POWER POLE �� MAIN PROPERIY
�ATUM IS NAVD88.
(q?� SiG eax 5. UNDERGROUND UTILITIES,STRUCTURES AND FACILITIES HAVE BEEN SHOWN FROM SURFACE LOCATIONS
��z ❑ TRAFFIC SIGNAL BOk - ABU77ERS PROPERTY AND SUBSURFACE UTILITY LOCATMG.LOCATIONS ARE APPROXIMATE AND OTHERS MAY EXIST.
(nr� MH SAN
~~LL E�ECTRIC�INE
S"� Q SANITARY MANNOLE `
��a
�LL.N r�n iE� _ _� 11NAUTHORIZED ALTERATION OR ADDITION TO A Sl1RVEY MAP BEARING A LICENSED LAND
GAS LINE SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUB-�IVISION 2,OF THE NEW YORK STATE
J�� Q TELEPHONE MANHOLE
Q=w EDl1CATION LAW.
,7 OVERHEAD LINE
Uzw SIGN(SINGLE) ONLYCOPIESFROMTHEORIGINALOFTHISSURVEYMARKEDWITHANORIGINALOFTHELAND FIE�oo�,rE ��P��,��P�I�C.'°���TR�'�Iy
a`-'� ---------- SANITARY LINE SURVEYOR'S EM6055ED OR INK SEAL SHALL 6E CONSIDERED TO BE VALID TRUE COPIES.
PK NAIL 09-23-2D2D
zaF O PK NAIL FIELDBOOKNO. �����������g���������������
- sTORM uNE �7['][�']E]�7['�ll�����V��]H[][1��7['(�1���'�°]�]E7C
� _ 20-03
CITY OF SARATOGA SPRINGS
wz�
~w� ------�- 7E�EPHONE uNE FiE�oeoaKPc. SARATOGACOUNTY
¢�> Ip
O�o -----�- wn1ER uNE "011,� � 74-75 STATE OF NEW YORK
��w o a c�1�£�]P�l][d��cC�]C,E
��z
QLLJ s F'E`°`RE'" CONTROL POINT Ra�,�,� ,,
RE7niNiNc wn�� +t� Q zo o to 2o ao so
O�� � � WOODS LINE 1NESTaTE F NEwv R�,RE�uiaE N nFicnnoN av e<..r,�iaTaFs, BC/EF O A S S O C I A T E S I NC.PC ��i p�-
ap� oEsicNEr�.aRnNvaERsaNaREanwNcrooisruRarHEEaRrH�s oRH�.. ��26AVIATIONROAD n.rc.u,uac.cxt s�:v
J�a suRF2cEaNvv�mEREiNrHEsrnrE. ALSaNY,NYlzzos �ws iu.rv�u.�.ii
�zN (IN FEET) D.J.D. �ix.ui.smo-vos.�6s.vsysP.aY ioxei��n�ai.�.bas
��� linch=20ft. ������o��������T�� DATE www.a�asuxvev.cotvt sov�rfmoxvxM.�.wsv�.�n
z�a �'� REvie,�o�. naPRavEo�. onrE sc,o�E Fi�ENa. owc N�
OF
NEWYORKPROFESSIONALLANDSURVEYOR#50715 J.J.L. J.J.L. 10.29.2020 'I��=3O' 09-200138 � OF �
�
E �__ � -
L�'y1/ -�--- -� e A GROUP
� � - � � � �
, � II � l � I __ � � �� '- _—— � ,- �,�i^i"L Landscape 6rchitecture&Eng�neeeing P C.
� � l- I ; \ � _..�_ ��., _ ____ — n r � v.p..�.� ^ . c.Place.
`q' ' ,\. �;I���IDPE I a�PNP.�� /
1 / � - -
C R
_,« �,a �l/
� ASPNALr - " n +D'F � I AREa / I"
r�M°VY
�_----- �-" / .
� �REA ----- +''I m.�..�..
i
i ,.
NSlff20�100 w r�
P
L � � 40 Long Alley p_518 587 8100
__- ,-,b r
���J� NM�C I_f-�_ � ' I� ,,II ,v9{ �I �- NY 12866 prings w w.thel g$up.com
/ /�
_ I
� —____ 1 II
/ I � �.�-=° �-�_ ___- � �',�,.,,�.�
�' oa AR f �-.- .-..� L,NE_�� I ��`-:_�- Y�J_--„�"%v'�STORr�I „� �� Unauthorized alteration or addition to this
I� l �pRQpERTY� L-�— _J L—� A�Onay'��I / �� ,� documentisaviolatonofSection7209ofthe
.. ..- *,�—�—� --- i1. L L��� —� NewYorkStateEducationLaw.
i i
� . . ��, . . _ __———— .- ——
, , i l �a,�� - - ---------- �
-�
,-'= i f -- -- � � �.��.� �, i �i
r-,' �' i
caN�s��, � '�� i, � i �
i i
10 D�✓�>��N STR�F� � _ I / �\ �I i It I � i�� �me�n��ouP zoi�
I 4 I IE JI I }I /`I I
n
�� � � � /' I � � - � �i P�e aredfor
i , . X I L�F i���� �oRwN iNv� 9a� I I I I� P
, j, I �J I � I . . - wv(�pv9ei.i2-Pvc I 'I �
�.� /. I iF 3023 �
� � ; , � � � ��- �2�z99,,�-P� �z,z988:�z�w , GC � 353 Broadway
� COORDINATE TkLE �� � ,2-Pvc _� I � II
R�I�ovn�oF i �i I �' / AC UISItIOf1S,LLC
- ~�ELECTRICAL BOXES � � � �REMOVE AND DISPOSE � �-�� I �
��STORM STRUCTURES Sarato d S YIYI s NY 12866
� �' �--- /'47�! I � I; 1 �, 353 Broadway
_- j REMOVE PAVERS I a
� X�XX�XX�X AND PIPE ��O G�-' I � i�_ � g p g�
� /
�__-- " I . EXISTING VEGETATION � ��.�. ���� �-�i ����� ���.. , � & �� �,_.,,m q I J�I � . I
/,.�j r TO BE REMOVED - I �I I 1 � I
{_
') _.. -g"P VC I I I I I �% � � �
� �
.- ��_-'
, IPVV� I I � ��� rF�a �
��, v 4
---.� ? �aa 5 a„�vc i � I i i 'i !i i II I� I � �
� � � c � _ I Mu
r. i^ � ��� ���,�. \ �-
` �`�F.`
� -- � I i Ilr'�.�..m,.� , I i
�' �'�'�''yD�`� j �� �REMOVE AND DISPOSE �0� EXISTING � ��
` ,� �� ��•
� � �� �1 5,8"HDP�- � J � , REMOVE AND � � -
.�
1 6"Pv� ' OFEXISTINGFENCE � BUILDING � s�l� r
�(,�3v2.0, _ ) DISPOSE LIGHTS � I !�� `� r z9e�:�
' I ~� � � I �� �THE REMOVAL ANDFOR
� � j �
� , f �
' ���)° I Ir:��;�,�<�';�.30i.2, CB�- � ...-,,� I I� : U ILITIESTIONOF --
I
I
e
�J� I ()30 8�C TF3�.0 ,) .. .. .� . _ __ . .." _
I I �)30. iD� ��H�F� � .._. .———__ _.._. _ ...———— ——
�..nnu.c� X/I
_ ��
-- �ai3o�.e.s"iaoF� ,g H��'rE � �------- ------ --
� � 3 PROTECT TREE(S)AND
I ,3Q1 3 W .3 = -, I I -� C-6.0 HISTORIC STREET LIGHT
----------
--- �
--- Z .......... ....v �; � i
----� � ` ,.,.,..�;%;.��`�r— .. - I �
" > ����'�"""� � � i I � _REMOVE AND DISPOSE COBRA LIGHT
- � - R T E i � I I REMOVE ASPHALT
� R A E I � X
w REMOVE AND DISPOSE OF BOLLARDS,TYP. TREE TO BE REMOVED
o T � I
I EXISTING BUILDWG TO a � F D N L I I i X �
� BE DEMOLISHED �r �
REMOVE CONCRETE PAD 8 GENERATOR ,
I
aREa 8,945= I - 5 THE RIP VAN DAM � I REMOVE 12"STORM
� 4 ST BRICK ,'� SEWER
oR a.2i±ac�;� - -
XX � I REMOVE CONCRETE
,=`� j �
�" -- C Y � EXISTING � i SIDEWALK
,-' LANDS N�f � SILT FENCE Z REMOVE � I P Nc. I BUILDING TO � E GRANITE
C-6.0 < REMOVE SIGN
' ADELPNI PFlRrNE%' � I CONCRETE � �� R I REMAIN I ' �-REMO�/
,
-- -� �-j-�� �� P � (RIP VAN DAM) � } CURB
! VEGETATION TO REMOVE AND DISPOSE "i� Q
� I � �
OF BOLLARDS,TYP. _, '
g.2014 P.15-
,
BE REMOVED �
� I I 0
TMlf 165,E 7-� � � T �//////- P , ` � I �
UNKNOWN VALVE,IDENTIFY�
a O
� UTILITY AND NOTIFI"��-� / COORDINATE THE REMOVAL i m
� I �
,. OWNER'S REPRESENTATIVE . i OF EXISTING UTILITY POLES
EXISTING � REMOVE AND DISPOSE POST
� COORDINATE THE r BUILDING TO - -COORDINATE WITH - - ___J '
�� _REMOVE'�AND STOCKPILE
REMOVAL OF REMAIN NATIONAL GRID AND CITY OF 0 R L �
ELECTRICAL SARATOGA SPRINGS � ROA�SIGN
- --
,
Tf3ALVSE4}�MER AND "" � DEPARTMENT OF PUBLIC
� ( BOXES �/ORKS,TYP. I I 'REMOVE AND DISPOSE HISTORIC LIGHT
L� � �. .. _ _ -� _ EXISTING ' EXISTING I
�-REMOVE AND STOCKPILE
� PROTECT EXISTWG I BUILDING TO BE � BUILDING TO � ROAD SIGN
STONEWALL FIELD V . DEMOLISH I
ERIFY ED
, REMAIN
I t' ::
_ u
e. - I (STARBUCKS)
� TREE TO BE REMOVED
i 4` I
--' COORDINATE THE REMOVAL OF EXISTING OVERHEAD � ; I x �-REMOVE AND DISPOSE COBRA LIGHT P�ojecr7irle:
ELECTRIC AND IMPACTED UTILITY POLES-COORDINATE ,��'" __ _ - _ �
'"� . �,"4 '' �I
WITH NATIONAL GRID AND CITY OF SARATOGA SPRINGS / I o� � �-REMOVE STORM PIPE
� L�� � � r PROPERTYLINE `_000R__
�" DEPARTMENT OF PUBLIC WORKS,TYP. ' _______
. _
�„� i
-
� � -- -- -- - - -- , . 19 Washington
J � ' � � � � �REMOVE AND STOCKPILE 19 Washington
-�-
Sarato a S rin s NY 12866
� � �REMOVEOANDLSTOC PILE g p g
�,
�- ` I
S U W
PEDESTRIAB�SIGNAL LIGHT
__� INLET PROTECTION,TYP.C-6.0 � �REMOVE AND STOCKPILE ^ REMOVE AND� �REMOVE AND
~ � STONEWALL � DISPOSE STOCKPILE � REMOVE AND DISPOSE OF
r ,.' ,-' STABILIZED CONSTRUCTION
� I STORM MANHOLE
, C-6.0 C08RA LIGHT ROAD SIGN REMOVE MANHOLE RISER
�P WASHINGTON STREETr�� ENTRANCE
REMOVE AND REMOVE ! (MIN.2'BELOW GRADE).
4":�� ___�.. q STOCKPILE ROAD SIGN I�� I PLUG INLETS,AND
CUT,CAP,AND ABANDON ASPHALT ti9�
C-6.0 CONCRETE Cr' BACKFILL STRUCTURE,
STORM SEWER WASHOUT,8'x 8'MIN. I A B A ND ON IN PLACE.
LOCATE AND REMOVE WATER SERVICE,CLOSE
REMOVE EXISTING�VATER VALVE BOX CORPORATION VALVE OFF AT THE MAIN. �
AND REPLACE WITH MUELLER H-10334, CUT,CAP,AND ABANDON STORM SEWER COORDINATE WITH CITY DPW. ��
SIZE AS REQUIRED FOR EXISTING LINE. �-----_____ ._. ., .
I .� . .�.:_ _�. .:�.._� �-i I� I I �
INLET PROTECTION,TYP. 6 REMOVE 8"VCP STORM SEWER �
C-6.0 I
Project No.: 2020049
Design: CMI
REMOVALS NOTES: PROTECTION NOTES: SITE PREPARATION NOTES: LEGEND °'aw� "S""'<`T `"'k'd °B"
Date: 3/18/2021 Scale: 1"=20'
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OVVNER'S 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE WSIDE AND OUTSIDE THE LIMIT OF 1. PRIOR TO CONSTRUCTION,CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING ---- PROPERTY LINE 20 10 0 5 10 15 20
REPRESENTATNE ON ALL MATERIALS TO BE REMOVED AND RECYCLEDIDISPOSED OF OFF WORK DUE TO THEIR CONTRACT OPERATIONS. WITH THE CITY ENGINEER,CITY ENGINEERING DEPTIDPW,AND OWNER/OWNER'S Rev: oescription: oate:
SITE.ALL HANDLING OF MATERIALS TO BE REMOVED,RECYCLED,OR DISPOSED OF MUST REPRESENTATI�/E TO REVIEVV ALL APPLICABLE PERAIIT CONDITIONS,THE CONSTRUCTION CONSTRUCTION LIMIT LINE
BE DONE SO IN A SAFE,LEGAL MANNER,IN ACCORDANCE WITH ALL LOCAL,COUNTY, Z• CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTWG UTILITIES, PLANS AND GENERAL CONSTRUCTION SCHEDULE. Scale:1"=20'
STATE,FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. STRUCTURES,EQUIPMENT,ROADWAYS AND DRIVEWAYS. EXISTING MINOR CONTOUR
2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES.UTILITY
2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES,DRUMS, NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS.NO WORK SHALL COMMENCE EXISTING MINOR CONTOUR
MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. DELINEATORS,SIGNS,FENCES,AND BARRICADES IN ACCORDANCE WITH THE LATEST UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AN�LOCATED.
EDITION OF THE NATIONAL MUTCD�iVITH NYS SUPPLEMENT TO PROPERLY PROTECT - -- �-� -- �-EXISTING STORM LINE
3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY WORK,EQUIPMENT,PERSONS,AND PROPERTY FROM DAMAGE. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING
REMOVED AN�STORED AS DIRECTED BY THE OWNER'S REPRESENTATNE. ACTIVITIES.REFER TO PROJECT PLANS,NOTES AND DETAILS. � S -�EXISTWG SANITARY SEWER LINE
4. BEFORE ANY CLEARING IS DONE,THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON
4. TREE;SHRUB AND VEGETATION REMOVAL SHALL INCW DE THE FILLING,CUTTING, THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF c EXISTING GAS LINE
GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL PROTECTED OR REMOVED.DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF UTILITIES VVITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS.
TREES,SHRUBS,STUMPS,VEGETATNE AND EXTRANEOUS DEBRIS PRODUCED THROUGH EXISTING CONDITIONS TO BE PRESERVED. �rawing 7itle
THE REMOVAL OPERATIONS.FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT E �EXISTWG UNDERGROUND ELECTRIC +
BUILDINGS OR OTHER TREES TO BE SAVED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING , D De I�Y�OI I l I O I1�
TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION r�- EXISTWG UNDERGROUND WATER Planmn6 DO[LTd�XX.XXX '
5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN PERIOD AND SHALL,AT A MINIMUM,INSTALL TREE PROTECTION FENCE IN ACCORDANCE � b P re pa rat i o n,E ro s i o n�
LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. WITH PROJECT PLANS,DETAILS AND SPECIFICATIONS.VEHICLES SHALL NOT BE PARKED --------SAWCUT ASPHALT Approval
TOPSOIL SHALL NOT BE REMOVED FROM THE SITE,UNLESS APPROVED BY THE OWNER'S WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED,AND &Sed i m e nt C o nt ro I
REPRESENTATNE. CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. Approved untler authority of a resolution adoptetl
X xxxxxxxac REMOVEITEM Plan
6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCWG by the Planning Board of the City of Saratoga Springs.
FOR APPROVAL BY THE OWNER'S REPRESENTATNE PRIOR TO INITIATION OF SITE WORK -x-x-x-x-CONSTRUCTION PROTECTION FENCE
OPERATIONS. � Orawing No.
REMOVE PAVMENT Chairperson
7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION,THE EDGE
OF THE EXISTING PAVEMENT SHALL 8E SAW CUT TO A CLEAN,SMOOTH AND SHARP EDGE REMOVE BUILDING L-�.O
AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. Date Signed:
�
, _�..:__ •
�� �v T e LA GROUP
,f -.....,�
, , y _ r J
� ��� _.
� �I �" � -,, __—— L Landscape Architecture�.Eng�neering P.C.
` /. —_
/ .��!% � , .._ . -- ---- � ° P p(e.Purpore.Place.
1 � ,4e, J
, �
` SEE ENLARGEMENT 2 ON SHEET L-22 L / � \�� r 40 Long Alley p:518-587-8100
„' '��`- ,,. � � �' � Saratoga Springs f 518-587-0180
���=- _ / � � J NY 12866 www.thelagroup.com
'� F ��-_- I -� I
CONCRETE RETAINING I �— � �- I
! WALL BY ARCHITECT _� `570Rr Unauthorized alteration or addition to this
� __ __� �~~ �VppO FRaNE I � .� document is a violation of Sect�ion 7209 of the
MAINTENANCE AND pERTY��NE�_— _ __ __ A���n�_L=________� NewYorkState Education Law.
' STAFF ACCESS pR�— r�r� � 5 =
�
- ,, —�� -------- _i I
'� I � r lu
I . I�I �the LA Grou p 2017
1----' � � �
_ i �
� _ . � I __ Prepared for
� EXISTINGBUILDING il�i � 353 Broadway
� � (ADELPHIHOTEL) �
�—— � � � � � � � � ';_ �_ Acquisitions,LLC
-- CONCRETE PAVEMENT � - I I I i 1 SEE ENLARGEMENT 1 ON SHEET L-2.2 �I . 353 Broadway
i � Saratoga Springs,NY 12866
, 10, 00 i 0 00� --------- - Q
I�
--I 8 9 10� 11 12 13 14 ��_ I �I I
I
PROPOSED ACCESS � EXPANDED � � �
EAS�MENT� � CONSERVATORY � � I
O� (ADELPHIHOTEL) � � I
15
� 1. I � � � � �
� � � � , � ,s �� � � s' i���� ii �
�� SEE SHEET L-2.1 FOR� � � I�
BASEMENT LEVEL PARKING O 17 ----
LAYOUT
� I I _
`---------------- --- --
I I � O5 18 --- --- - ---- - .�.. �
� � w� O ' �9 20 ,21 22 23 24 25 26 27 28 29 30 . �.....���I
I � 3 `�L1�L/ ❑ � <I�,i�l `.
UNNERSAL PRESERVATION HALL a I 18' P. I
I I o I i -- -
I _. . a I OO �TyP. ,. GUEST DROP-OFF .I.II.
8..945� I O , �...
�
i �
I ..,i �
31 32 33. 34 35 36 37 38 39 40 41 42 43 EXISTING I
� MAINTENANCE AND STAFFI � . BUILDING ��..���I.
I -�� ACCESS.. � � (RIP VAN DAM)
� I i
a
� �❑ 9'TYP. I �I �
( I 4 ACCESSIBLE --- -' Q
� =I �- I I EXISTING ---- � �6�1 PARKING I I� �
�- I BUILDING L+—
� (ADMINISTRATION I I � O O�O O O O O - �,_ m
I OFFICES) 44 45 46- 47 48 49 50 51
� �Y TRASH&
RECYCLING
ROOM
I � �� � I � �� � EXISTING
�-+- �. Y BUILDING
� I -7--i . (STARBUCKS)
I —� � � � I-�'v,l�
I � �
� � — �� n /� � /� - �+ ++� t�+ _ — ——-- -- P�oject Title:
�l I ,I 11 5? 11 5? i t I I I I � I� � Y
— —— ——�I__ __I <r L, II ;`� L, -
rrt-fi �-�-� ' f�- �� +�u�E�:r�r�na �O
v,�i �
�I i � � i ' I I�I I�1-�---------------I---------�----------1---�I�-+� -�-�-+--F, ��� �- ;�I�� , '��j -;-�--��-�a--�� ; -- � 19 W a s h i n gto n
� i
� ------------------------------- ----- � � � ' '
19 Washington
Saratoga Springs,NY 12866
i
WASHWGTON STREET
i
SEE ENLARGEMENT 1 ON SHEET L-2.1
Project No.: 2020049
Design: CMI
LAYOUT NOTES LEGEND 2° '° ° 5 '°'S 2° °'aw� "SM `"k�d "SM
Date: 3/18/2021 Scale: 1"=20'
1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES(LINES,DUCTS,CONDUITS, ----PROPERTY LWE a TRAFFIC SIGN 5e SC210:1��=2O� Rev Description: Date:
REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. SLEEVES,FOOTINGS,ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS � L-6.1
(WALLS,FENCE,FOOTINGS,TREE ROOTBALLS,PROPOSED LIGHTING FOOTINGS,ETC.). �ASPHALT PAVEMENT L16 0
2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE OWNER'S CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR
REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES.FIELD ADJUSTMENTS TO CONTINUING WORK.
MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIORTO CONSTRUCTION. �CONCRETE PAVEMENT L-6.1 PAVERS L-6.4
9. ALL EXISTWG UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION.CONTRACTOR IS
3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM RESPONSIBLE FOR VERIFYING THE VERTICAL&HORIZONTAL POSITION OF EXISTING �HEATED CONCRETE PAVEMENT 14 --
WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. UTILITIES PRIOR TO CONSTRUCTION. L-6.0
4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF 10.ALL PROPOSED OR RELOCATED SIGNS WITHIN THE CITY RIGHT OF WAY SHALL HAVE FINAL --------EXPANSION JOINT �6 2 SEAT�VALL L-6.1
CURB. LOCATION APPROVED BY THE DEPARTMENT OF PUBLIC SAFETY BEFORE INSTALLATION.
� D�awing Title
6"CURB
5. FIELD ADJUSTMENTS MUST BE APPROVED BYTHE OWNER'S REPRESENTATIVE AND IF L-6.0
NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 7� D
6"GRANITE CURB e TREE GRATE �6 2 rlc�lltllllg DQ�d�XX.XXX Layo ut&
6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE L-6.0 Approval
CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO M ate ri a l s P I a n
CONSTRUCTION. � TRANSITION CURB e Approved untler authority of a resolution adoptetl
L-6.0 by the Planning Board of the City of Saratoga Springs.
7. ALL PROPOSED WALKS,PAVEMENTS,LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED 7
IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATNE PRIOR TO ---------------FLUSH CURB L�.O
Ora�-i�ing No.
CONSTRUCTION. HISTORIC STREET LIGHT 6 � Chairperson
� L-6.1 L-6.1
�u ACCESSIBLE PARKING SPACE L-6.1 Date Signed: L-2.o
�
� � � �A�`T , The LA GROUP
II Landscape Architecture�.Engineering P.C.
� P ple.Pw�pore.PGrce.
I I 40 LongAlley p:518-587-8100
I Saratoga Springs f 518-587-0180
� NY 12866 www.thelagroup.com
�
,I � I Unauthorizedalterationoradditiontothis
� document is a violation of Sect�ion 7209 of the
� � NewYorkState Education Law.
�I I � �the LA Group 2017
5 I
I
CONCRETE L-6.1 � � � .. Prepared for
PA"E"'E"T , 353 Broadway
I DECORATIVE FENCE 9 +
I� � �I ANDGATE L6'Z � ACC�UISIlIOI1S,LLC
353 Broadway
I '�,.� Saratoga Springs,NY 12866
I � ------------ ,,�
EXISTING BUILDING �(� �
I (ADMINISTRATION OFFICES) �-'
I
� �
II DECORATIVE CONCRETE 2 5' 3.50' 14' CONCRETE
_ I PAVERS,TYP.L-6.4 RETAINWG VVALL
I BY ARCHITECT TRASH&RECYCLING ROOM
STEPS TO BE. � 24' I 20'
RESTORED,SEE I 6'BENCH,CITY DPW��2 �
ARCHITECTURAL APPROVED,TYP. �I
PLANSI ----t-- �
i 5 RIGHT TURN ONLY SIGN 14 HEATED CONCRETE � 6'BENCH,qTY DPW 2 BIKE RACK,CITY DPW
HISTORIC STONE L-6.1 L-6.0 PAVEMENT ��6'2 APPROVED,TYP. ��6'2 APPROVED
WALL TO BE SPACE FOR ART _ ,
RESTORED INSTALLATION � �
� � I i SERVICE AREA WITHIN
I � I j � NEW BUILDING FOR
� I � i LO LOADING AND TRASH
I � '� i i i REMOVAL
j TRA H 3 "GRANI�E 8 � � i � I
�REC PTAC E,L-6. CU.B -6.0 � �o Q � � �_ � _��a .
1 - � ITYD W � �� ;� I � � � i
A PROV D � i I i i _� Q' I �� I � II I
-- ----- -- � �-
-`-°T-
I I I I - --��++- - ---� -� `-- --� i - - I i -- I -I i -
9 ! �-I !
EXPANSION JOINT,TYP. � i i I I ; ^ �S lI Q-^ TRANSITION CURB,TYP.L-6.0 `° a � I � I
� '•;___.' I
L-6.2 � -- ---------�---------'----------------------------------------------L---- -----------------------------------------�---------------- ----------�--------- I i I i I
----------- ---
------------------------------------ ---------------------------- �r�- -
� 10 �� LOADING ZONE� 2 WARNING STRIP 11 DROP CURB
6"CONCRETE CURB L-6.0 DROP CURB AT L-6.1 DETECTABLE L-6.0 PEDESTRIAN
VEHICULAR ENTRANCE L-6.0 _
HEATED CONCRETE 14 7 5
PAVEMENT L-6.0 6"CONCRETE L-6.1 TRA�FFIC SIGNOADING
L-6.0 HISTORIC L-6.1
CURB STREET LIGHT
12 ASPHALT
WASHINGTON STREET �-��°PAVEMENT,TYP.
P�oject Title:
,� WASHINGTON STREET ENLARGEMENT SCA E,_0 99 Waghnngton
Saratoga Springs,NY 12866
i i i � i i 'i -
- _
SO O9' 10 11 12 13 �
_ _. .
,�P� ,,p� -
_ __
"� `�� 18', �
� � _.
_____. I i
I �
�y 1q I I
� 4 ACCESSIBLE ~ I �
I 7 L-6.1 pARKING 15
0 � I
I �
I O � 16i ---- � I
I i
I �
-`--------- --..__
e � Project No.: 2020049
- __ _
� 5 � 0���0���0 ��
I 19 20 21 22 23 24 25 26 27 28 29
OI �$ I Design: CMI
� n LEGEND oraw� HSM �hk�d M�g
I --- Date: 3/18/2021 Scale: 1"=10'
3
-PROPERTY LWE Rev: �escription: oate:
I COMPACT CAR GUEST DROP-OFF
I I CHARGWG - g� �ASPHALT PAVEMENT 12 � PAVERS
L-6A 2
I } �,� L-6.4
I I � �CONCRETE PAVEMENT �
L-6.1
�� 36 37 38 39 40 41
�HEATED CONCRETE PAVEMENT ��6 0 SEAT WALL L-6.1
I 30 31 32 33 34 35 I --------EXPANSIONJOINT L-62
.I I ] D�awing Title
6"CURB L-6.0
�❑ I e e Planning Board#xx.xxx Layout&
TRANSITIONCURB L-6.0 Materials
� I Approval
--FLUSHCURBe Enlargements Plan
� � L-6.0 Approved untler authority of a resolution adoptetl
. 42 43 44 45 46 47 48 49 50 +� HISTORIC STREET LIGHT L-6.1 L-6.1 by the Planning Board of the City of Saratoga Springs.
I . . � ACCESSIBLE PARKING SPACE 4 Chairperson o���������No.
L-6.1
BASEMENT LEVEL PARKING LAYOUT TRAFFICSIGN e I
2 `� L-6.1 Date Signed: L-2.1
SCALE:NTS
�
The LA GROUP
Landscape Architecture�.Engineering P.C.
�� �''��� ` FRAME B���DIN� 'j5 4o Longa»eY P P sia-sa�-si o
i� � � t �-^--�`-_ � Saratoga Springs f 518-587-0180
�i Z // � �--_ _` � I�iY 12866 www.thelagcoup.com
I
� I �- /
� z vl\~VLL ---I ` - n7209ofthe
- / �� ����� � Unauthorizedalterationoradditiontothis
r�-
___-
\' U / aP�q -�� �, ___ J - documentisaviolationof5ectio
I -�
----- NewYorkState Education Law.
-� I __ --
°� i �� � �
a I i�o /� �� -,
�I � I �BI�IIL4ING � ;�cne�a��o�Pzoi�
I ` -I_ \ \ __ .. _.
> _- � , I -
-� ��� Prepared for
_�I . � - I ' . . . . .. . .. .� ....
� i_-- ��.._-...�-��__ __ __'
�
__ ,�_, 353 Broadway
� ,
_
" �-- � Acquisitions,LLC
EXPANSION JOINT,TYP. I 1, � ���'�,,
� � � 353 Broadway
�� 29.50' L-6.2 � 1__.-
Saratoga Springs,NY 12866
I
� MEET EXISTING GRANITE CURB
-----
.... .------------.... ......._._._._._ .� , I I
._�.. .. .. .
� I (ITI II I 0' Ii
1
.--�..--:I 12' 4' 9' �4.50'' .
� EXISTWG BUILDING
I i � i (ADELPHI HOTEL)
i
i
I I - I
0
I -.I � .I _ � i ' '__ .
I I I I
��� 5 RELOCATED TRAFFIC SIGN(S),FINAL I
L-6.1
D CORATIVE CONCRETE PAVERS,TYP.L-6A � �� TO BE COORDINATED WITH DPS/DPW [
i
' � "------- �----� q .
"' I 6'BENCH,CITY DPW APPROVED
I I N L-62 9� s- _ --�--- .
SEAT WALL L�.11
-
� � � -5(�-----' -
�� -
� i
� � � CONCRETE PAVEMENT TYP � ' EXPANDED
L-6.1 ' '
-- --I CONSERVATORY
r I�� � DECORATIVE POROUS PAVERS��4 � (ADELPHI HOTEL)
I �
� � ' DECORATNE WATER FEATURE
� I ��� �" L-6.1 HISTORIC STREET LIGHT ; I �
� �' I L-6.1 CONCRETE PAVEMENT
EXISTING BUILDING I I i I
�
(RIP VAN DAM) �-�-i;�-- ---; '
i_ � 9
I ; ��6 Q ASPHALT PAVEMENT,TYP. SEAT WALL L-6.1 L L-6.2 6'BENCH
� � I �
i
I � �6 2 TRASH RECEPTACLE,CITY
% DPW APPROVED
HEATED CONCRETE 14
PAVEMENT L-6.0 I I i
� �^ -
� 6'BENCH,CITY DPW APPROVED i P�ojecrTirle�
?__,� L-6.2
I °' L-6.0 6"GRANITECURB ^ 19 Washington
i 2 COURTYARD ENLARGEMENT
� HISTORIC STREET LIGHT scn�e�°=�o� Saratoga p�gs,NY 12866
�_ L-6.1
� � , � KE RA ,ITY DPW APPROVED
! ��i� - -
,�� ��t L fi.2 BI CK C
�� �.
� 6'BENCH,qN DPW APPROVED
EXISTING BUILDWG L-6.2
(STARBUCKS) �
L-6.1 RELOCATED TRAFFIC SIGN(S),FINA
TO BE COORDINATED WITH DPS/DF
1' MOVEABLE TABLE&CHAIRS
�'� 2 DECORATIVE CONCRETE PAVERS,
BIKE RACK:CITY DPVV APPROVED�6 2 L-6.4
REPLACED SARATOGA SPRINGS 8 Project No.: 2020049
WAYFINDING SIGNAGE L-6.2
TREE GRATE,TYP. Design: Cn�l
PROPOSED STRIPING orawn: HSM Ch'k'd: MCB
6"CONCRETE CURB,TYP.L-6.0 Z TRIPLE HISTORIC STREET LEG EN D Date: 3/18/2021 Scale: �"=�o'
L-6.1
� 3 -PROPERTY LWE
I I � f ��� --- a TRAFFICSIGN 5e Rev: �escription: oate:
I i � ` I L-6.1
�I � ,� ��� �ASPHALT PAVEMENT L16.0
i � ���
i I ���
� ,r;�
------
, _ _ _.�_ �CONCRETE PAVEMENT � PAVERS 2
"� "m L-6.1 L-6.4
TRANSITION CURB,TYP.L 6.0 � 12 RESTRIPE CF � 14
L-6.1 HEATED CONCRETE PAVEMENT
RELOCATED DPS/DPW API L-6.0
PEDESTRIAN DROP CURB �� � PEDESTRAIN 2 7 e
L-6.0 TRAFFICSIGNAL, ���DETECTABLE --------EXPANSIONJOINT L62 SEATWALL L-6.1
� COORDINATE WITH D�awing Title
DETECTABLE WARNING STRIP 2 DPSIDPVV 11 �
L-6.1 � PEDESTRIAN 6"CONCRETE CURB
L-6.2 TRASH L-6.0 L-6.0 � � D Layout&
� RECEPTACLE, $ TREE GRATE L-62 PIf�LI�.T11TLg DOf�.Td�XX.XXX
ASPHALTPAVEMENT,TYP. �Z � CITYDPW �� �� '�-'6"GRANITECURB �_60 Materials
L-6.0 APPROVED Approval
� o Enlargements Plan
3 TRANSITION CURB e Approved untler authority of a resolution adoptetl
� L-6.1 RESTRIPE CROSSWALK, L-6.0 by the Planning Board of the City of Saratoga Springs.
COORDINATE FOR
DPS/DPW APPROVAL ---------------FLUSH CURB �
� L�.O Orawing No.
6 7
Chairperson
� � HISTORIC STREET LIGHT L-6.1 L-6.1
,� BROADWAY STREETSCAPE ENLARGEMENT � a��ESS�B�EPARK�N�SPA�E L-6.1 DateSigned: L-2,2
scn�E:t°=to�
�
� � ��� 1 ---� � The LA GROUP
t�y ; _
t
--_�_ - -
.�. �m � , ~�` j1+ _- L Landscape Architecture�.Eng�neering P C.
- l � I � �( W �--� - `I � P p(e.Pw�pore Plwce.
� -
cL +
�s / } / JPE \ ��� �t ��METAI V r
� � �' � F RANEBULLp� ' lit I J .
+ � ._., � i- � g _ _
_ . �� � � �� 4 STORY BRICN BUIIDING F I��II SflTdtOQB$PI'lIl S �"Jl8`'J87 Q�B�
I 1�
+ = yp_2(G) TW 307.5 9'of 8" ���' �, 7, I __--I NY 12866 www.the g p om
la rou.c
RIM:302.95 8W 306.25 HDPE @ 0.50% � -- I � �-- I
I � �� � INV IN301.42 8" � � .��i�iNc 1 �-Y----------- Unauthorized alteration o add tion to this
sTaR r i
` INV OUT:301.32 8° ��.•�-���� � �------��' 1 �. an�nav�E L � ' �� aocument is a violation of sectlon 7zo9 of tne
„+ } E � 50�of8" � - -- '- - -� Y NewYorkStateEducationLaw.
� ` � 1Y � HDPE@0.50% -�.. ...:__- ;; ... _::_ �._�..�i -�_.-j ��I r I ��,^-----� � ;ycne�a��oupzoi�
i TW 308.0 Y��1N S WYE TRENCH DRAIN OUTLET INTO TOP `, -�,`
� BW 305.0 302 ,��17'of 8" .OF EXISTING 12"HDPE PIPE.INV.301.80± I +
/ - i HDPE @ 0.50% CONNECT NEW 8"H�PE VIA I � � . I
TW 309.0 'I� � 303.38 � � ��, Prepared for
/ BW 308.0 � INV.300.85_ � LoRaN �� I` k
� 303130 REDUCER
_-� .� os T � ' �' ��303.33f ` . '� , I i 353 Broadway
_- ,
�- � `
� -- (308) 5.3°/ �� 303.15� 125�ST ST 3.25 303.46�, I f . .
o � / Acquisitions,LLC
I -_ 0 30325' L 64 TRENCH DRAIN � I ' "1 I I` `„ ���� I 353 Broadway
_, �.. I YD3(C) 303.40 ` �
'�D-1 `303.45 � I�1� � I � Saratoga Springs,NY 12866
RIM:303.15 ! _
RIM 02.95 23'of 8"
'I .., �,. 1'3 INVIN:301.248" . ,.. . _.. ._ .::�._ .:.__..__.. �..- � cv I �
� INV OUT:,201.54 8" HDPE'�al 0.50% TW�05.05 / �� ��� ` `ST L
�, I f INV OUT301.14 8"
� ,,,.- . BW 03.30 303.26_._ -
� r -( -�-1.�6%-J ,- � I I� II `_ �F�,���
��J CEiS-� 307.50 � �0325 � I � i 303.46 Nv za 5. .PVC i i � � �S 0+00�� _ S? I
_ � �
......-..,.' j �FFE303.48 CURREN�. \ �.
�303.45 I -ST� �F�
TF'307.0 I � 85% II 3o EX-STMH �- . �� _
� _I i� �i 3�� 6"HDPE � � ' 303.30 � I _ ,
I
� �,, ,5 g'HDPE I I 303.46 � EXPOSiii� � � 9 INVI .0 �_
N� RIM;299 60 � �T:
` TW 05.05 I��UNDATI�N yl�� n'�' N 293 0 18"' _�W�
` (31.3020,6'PVC I I � BW303.30 � �'BEL��I i�� : �cv
- � GRAD�I I
,F.3o i I � ,,,� I 303.50 � � I MATCH �2 8
4°Pvc , �C �, . I EXISTING i !nv � -�
- - 303.25 303.25 303.25 . I
�i() ,6°�vc TF:��. i `------ ' .
_-_-„__ ._..;
-__
� 303.38 -- -� _ _ _ c~ii
I��� � �sj 30 ���a��E ..;., in1.2,18"��... I � : �., � - TC301.17 �I,_T, .
I � .. . � . �. � ,�
W� i X,p4 G I BC300.67 I 5 MODIFY EXISTING
� ' L-6.3 STORMWATER
IJ � ` � � �/ I MANHOLE TO ACCEPT
� �7 I � � � �
NEVV PIPE,INV.293.0
� o I '��. `� � MATCH
I �I �� '' EXISTWG
I ... a J � I TC299.33 ,I
� L
I I � FFE 304.3� I , - BC(298.83)
~ TC298.88 I I
I I -"`"�J TC300.06 �� 300.00 BC(298.38)
� ���`.'� I I xso�3 xao�v'-� � BC299.56 TC298.62 i
I I ' . BC(298.12)
,,
,...., ;' �_ �
� � !. -��-. � REFER TO SHEET
I 305.00 303.50 303.�5 TC299.80 �
ii�):s���F��' i 4 I: � BC299.30 � L-3.1 FOR
9 i HDS#1 �
�DRAINAGE PROFILE
it e'2)304� ���� �- FFE 304.3
8 'RIM:301.30 � 1 6 2'o f 1 8"
�r;).3004'��i�F� L-6.3 INVIN:29fi.6312"
I I❑ � � TC298.10 0.39%
� I INV OUT:296.53 12" °j �
I I �I i 303.25 * I BC298.77 BC(297.60) I
� - ��;- -� 303.10
... r�.`��.4 TC302.00 . I
�r�z9�v���oaE �
I 1+OD
' 8C301.50 �
�2�9 e e NOPE 302.15 23'of 12" I N Q I I
HDPE
� HDPE @ 0.98% i
TC302.50 TC297.75 I Q I 29
INV.BLDG:
BC 297.25
,tpF BC302.00 302 ( � � )
� 'EPs - s'EPs I I� TC3D2.30 I 296.8612" v Q
I` �
J . FFE 307.0 BC301.80 FC301.OS FFE 300.46 TC299.40 ; MATCH EX. � m
I ,....,L � � I STEP u U FC300.78 FC300.70 300.44 300.44 8��298 90) - GRADE I N
_ �,��- � � �
-_ CB �
r-�- __--_ TF-30?_.9� : 5 I jy CB#1 (2g8,50) I CAPENDOFEXISTING
" �� - �� ' FFE299.40 RIM297.36 P�ojectTitle:
..--.���� . \ � 299.38 29. 297.4� RMWATER PIPE,
��"� `302.50 FC301.14 � INV OUT29428 12" �
.�--'�� MATCH ' FC301.40 I,;" �� � , �� � PROPERTYLINE (29.00) �'' ANDONLINE. .
--- -- -- -- -- -- -- -- ' - -- - --� ��-- -- -- -- 6
7 56 2 ST
AB
� 9 �
I "' -y-' ' �� � TC300.50 _ ... ... . z� � ��FC(29.92) �,
EXISTING o � ;
CONNECTEXISTINGB" �� FC301.�27 � 01 �� FC301.00 BC(300.00)-�" ���""�fl�-�-`"� cn � 2g9 g7 ;i STMH#1 � 19 Washington
� --� - STORM�NATE�ANHOLE 8C 301.68 FC300.87� \(300.20) .C300.30 gC(299.10) BC(298.07) BC(297.36) ' RIM 296.84 19 Washington
__J _____ ____ _ ____ _________ ____ __ _ /
\� TO NEW STORMWATER 5'28 TC302.15 (301.00) FC301.06 � j TC299.60 2 19 TC298.57 TC297.86 ZFC(297.11) INV IN 293.69 18"
� � ) �(300.50) BC�299.80) F 98.75) INV OUT:293.6418" Saratoga Springs,NY 12866
ST N ST W�, ST8 PvW ST T�ST D ST�ST�ST�+OT TC3 T,.� TC300.0 S �ST�RST ST�ST�ST�ST ST ST
-
__ \_ ___ D � D i
T s+o
�
z.00
J � � PRo 18'HDPE STUB HDPE @ 1 01$% HDPE @ 0.50% B�V',4SHINGTON STREETa) 252'of 1S" INMIN294.12 18" EXISTING 8 5/
�� 28'of 12" @
0.7 VCP
' ^ STMH#5 Q 6'of 12" " HDPE @ 0.86% INV IN294.12 12" STORM SEWER,TO BE
RIM:302.31 HDPE @ 1.69% INV OUT294.02 18" ABANDONED
-�M���'- CONNECT EXISTING 8"VCP AND 6"PVC TO �P� �R•aW -- -- -- - -�
INV.IN:298.42 18" NEW STORMVVATER MANHOLE.VERIFY STMH#3 EXISTING 12"VCP SANITARY SEWER EXISTING 10"VVATER 9'of 12"
I__'
INV IN:298.42 18" TMH 4 EXISTWG 12"VCP SANITARY SEWER -�
INVERT ELEVATIONS PRIOR TO ORDERING RIM301.38 RIM:301.29 EXISTING 8"VCP STORM SEWER HDPE @ 1.80%
_-----_ - / ,
INV OUT:298.32 18" STMH#4 AND REPORT FINDINGS TO OWNER'S INV.IN:TBD � INV IN:297.61 18' TO BE ABANDONED I --.
� CAP ENDS OF EXISTING REPRESENTATIVE. INV OUT,296.49 12" INV IN296.39 12" EXISTING 10"WATER �
STORMWATER PIPES � � I;�wv �
l
I I INV IN:296.39 12" CAP END O F E X I S T I N G S T O R M W A T E R �� I� I'�
INV OUT29629 18" PIPE,ABANDON LINE. . � � I .
I I �! I . Project No.: 2020049
Design: MJT
GRADING NOTES: LEGEND oraw� K�T `hk�d oBH
Date: 3/18/2021 Scale: 1"=20'
1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED"TOPOGRAPHIC UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATNE. 20 10 0 5 10 15 20
SURVEY 353 BROADWAY,39(41)WASHWGTON STREET&19-23 WASHINGTON STREET", 8. WHERE NEW PAVING MEETS EXISTING PAVING,NEN/PAVING SHALL MEET THE LINE AND ����PROPERTY LINE Rev: �escription: oate:
DATED 10/2912020 AS PREPARED 8Y CONTROL POINT ASSOCIATES INC.HORIZONTAL AND GRADE OF THE EXISTING PAVING. 14.CONTRACTOR SHALL BLEND NEW EARTHVVORK SMOOTHLY INTO EXISTING,PROVIDING -850- MAJOR CONTOUR Scale:1"=20'
VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. VERTICAL CURVES OR ROUNDWGS AT ALL TOP AND BOTTOM OF SLOPES. -$5Z- MINOR CONTOUR
9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME
2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED PITCH AS SLOPING PAVEMENT.IF STRUCTURE IS SHOWN ADJACENT TO CURB,SET 15.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT .,.,_ EXISTING MAJOR CONTOUR
LAND SURVEYOR. GRATE TIGHT TO FACE OF CURB. ALL TIMES.DURING EARTHWORK OPERATIONS,DRAINAGE OF THE SITE AND ADJACENT :�%�;; EXISTING MINOR CONTOUR
AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE $57
3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE 10.EXCAVATION REQUIRED�NITHIN 3 FEET OF EXISTING UTILITY LINE SHALL 8E DONE BY RESULTING FROM CONCENTRATE�RUN-OFF.�VHEN IT IS NECESSARY TO INTERRUPT THE � PROPOSED SPOT ELEVATION
START OF CONSTRUCTION.ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT HAND.CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR EXISTING DRAINAGE PATTERNS ANDIOR UTILITIES,PROVIDE TEMPORARY FACILITIES +
THEY WILL NOT BE DISTURBED BY CONSTRUCTION. STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S (295.8)
TO OWNER. REPRESENTATNE. � EXISTING SPOT ELEVATION
4. PITCH EVENLY BETWEEN SPOT GRADES.ALL PAVED AREAS MUST PITCH TO DRAIN AT A �' D�awing Title
----�-- ���-�� EXISTING TELECOM
MINIMUM SLOPE OF ONE-EIGHTH WCH(1/8")PER FOOT.MAXIMUM CROSSPITCH OF ALL 11.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND 16.IN ALL LAWN AREAS,ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4"OF FINISHED
SIDEN/ALKS IS 2%.ANY DISCREPANqES NOT ALLOWWG THIS TO OCCUR SHALL BE PREVENT PONDWG.FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE GRADE UNLESS OTHERWISE NOTED. EXISTING GAS LINE a yL
REPORTED TO THE OWNER'S REPRESENTATNE PRIOR TO CONTINUING WORK. CHANGES. PIanT11Tig BOa.TU ft XX.XXX G ra d i n g&
-sr-- EXISTING STORM DRAIN
5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%.RAMPS SHALL NOT EXCEED 1 IN 12 OR 12.SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES -W EXISTING WATER LINE � D ra i n a g e P I a n
30'IN LENGTH.ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE HAVING JURISDICTION AND OSHA REGULATIONS.MAINTAIN SIDE SLOPES OF
REPORTED TO THE O�VNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. -�-� EXISTING SANITARY LINE Approved under authority of a resolution adopted
by ihe Planning Board of the Ciry of Saratoga Springs.
��ST�� pROPOSED STORM DRAIN
6. SITE PAVEMENT SHALL MEET ALL BUILDWG DOOR THRESHOLDS FLUSH AND IN 13.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS
ACCORDANCE WITH ADA GUIDELINES. NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES,SIGN POLES, �' PROPOSED WATER LWE o�`""`l"g No.
7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES(6")ABOVE MAN HOLES,CATCH BASINS,HAND HOLES,WATER AND GAS GATES,HYDRANTS,ETC., Chairperson
BOTTOM OF CURB UNLESS SHON/N OTHERWISE. FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE SAN PROPOSED SANITARY LINE
Date Signed: L-�.O
�
310 , . . . . . . . . 310 NOTES:
The LA GROUP
Landscape Architecture�.Engineering P.C.
1. DEPTH OF EXISTING UTILITIES ARE UNKNOWN AND SHOWN P ple.Purpore.Place.
ON THE PROFILES FOR DIAGRAMMATICAL PURPOSES ONLY.
CONTRACTOR TO FlELD VERIFY DEPTHS,SIZES,AND 40 Long Alley p:518-587-8100
LOCATIONS OF EXISTING UTILITIES PRIOR TO Saratoga Springs f 518-587-0180
STMH#3 STMH#5 CONSTRUCTION. NY 12866 www.thelagroup.com
RIM 301.29 RI M:30231
INV IN:297'.61 18" INV.IN(EX):299.95±' Unauthorized alteration or addition to this
INV IN:296't39 12" INV IN:298.42 18" document is a violation of Sectlon 7209 of the
INW IN'296'399?'�— * iNV-QUT-29832`f$"� NewYorkstate Education Law.
INV OUT296,29 18"
EXISTING GRA�E, ,y the LA Group 2017
TO BE MATCHED
Prepared for
STMH#2 �—
EX-STMH RM298.58 � � 353 Broadway
RIM:299.60 INV IN:2,54.12 18" � � +
INV IN:293.00 18" INV IN:Z94.12 12" � ' ACC�U I S I lI O I1 S L LC
3o0 , —ttdvvtif-'ab2-ts"—- , — � � ( � 3oo 353 Broadway �
� � � � � Saratoga Springs,NY 12866
�� �44'of 18"
— �� HDPE@0.75% j � �
I �
i � (
��; `
I I; �
i
� I I _ _.
�� o,z _z 70'of 18"
�� CO� HDPE@1.01%
I I -APPROXIMATE
162'of 18" �� 252'of 1 S" LOCATION OF EXISTING
HDPE @ 0.39% �� STMH#1 HDPE @ 0.86% WATER SERVICE
�� RIM:296.84 NEW 6"DIP i NEW 6"PVC
I INVIN293.6918" �vVATERSERVICE SANITARYSEWER
INV OUT:293.64 18" INV.293.98±
290 �� APPROXIMATE LOCATION OF E ISTING � �� 290
GAS SERVICES.CONTRACTOR 0
I I CONDUCT TEST PITS TO DETERMINE
LOCATION.REFER TO SHEET L.0 FOR
TEST PIT INFORMATION. I
285 285
�� �� �� �� C M m�
�� QJ� �� 6]� O� O{
N N N N N N N N M� M M
0+00 1+00 2+00 3+00 4+00 5+00
,� DRAINAGE PROFILE
HORIZONTAL SCALE:1"=30":VERTICAL SCALE:1"=3'
P�oject Title:
19 Washington
19 Washington
Saratoga Springs,NY 12866
Project No.: 2020049
Design: I<LT
Drawn: KLT Ch'k'd: DBH
Date: 3/X/20�1 Scale: 1"=20'
Rev: Description: Date:
D�awing Title
Planning Board#xx.xxx Drainage
Approval P rof i l e
Approved untler authority of a resolution adoptetl
by the Planning Board of the City of Saratoga Springs.
Orawing No.
Chairperson
Date Signed: L—3.1
�
��� �� ��������� The LA GROUP
/�: �� __ rJ
g / i � i �� , ��' L Landscape Architecture�.Eng�neering P C.
;. —
K� . �� � .-_;,�,,. vs�-�.a, " � e P p(e.PurporePlace.
..4 I � Il � I �I �� W��'MET i��, �i .—
' I I� / � '�+Aue �� � li '�� � r 40 Long Alley p_518 587 8100
; q, � � � a�, , �_
( �/I / l i y�~` \ � I NY 12866 g www.the om
_ � Saratoga Sprin s f 518 587 0180
�
.� / I � � ` � '�.I � —�4 STORY BRICN BUIIDING g p
18[ou.0
\ ,, � r i �
� �. ,.
�;SToRY Unauthorizedalterationoradditiontothis
. .. —/_ �BUh➢ING � � ;y;�pp FRh11E I � .
� ______I��. �' � .� document is a violation of Sect�ion 7209 of the
�� . _ �t001110Y
�
� � NewYorkState Education Law.
i � �..� �� �.
� � .. ��.... � �1 .. .: .'�� ��I „"_— ——————7
�
+�)& I
� I
�J �._ —_ ,..;::�. _————— �— —�_ _.— —� ,I � �' .. ytheLAGroup2017
— .� . � �1J � � � �i��� � .I—� �9`J�;
t l Z
i� I �
� o�ST � I Prepared for
� LoRniN �.
_ � � �,�� ,�„� ��°;��' n F,: �_ " 353 Broadway
�-- I ST sr _ ' ��I F �V -' � Acquisitions,LLC
_- � � �
� 353 Broadwa
I � y
—� I � � � =I= o Saratoga Springs,NY 12866
I I � m�m \
� � — —----------- I a�".0. S�.
� —
�
I I � . � I 6"W.L �,_..
I J;_..... ... � �
�_ � I
e ' I I � �s'sr �[wER ST�MF..
I I
� , I I �
... ' 1 I I I I � . �st.(�PRax�ocl ST` 1F.'
\c
'N�--�S' � WJ'T
� I _I� i I , � —MH —�'w �.
I � i i' J Tivv(S),693.0 ���
I �
� �:�1II.6 V,W:293.0
�I I I I IN��
I I '� � "V INV:,(,E):2928 WV
�
—'--——----——--------—-— � .,.�orcRUNE�REcoRo) .
i I Wi i _. _—i I `� �
I � � I � I
�) � � N �
a �
� .. I a' I I �.,:I EXISTINC
I .. ' I i ' ~ .. �� I HYDRANI
- I � ti � m
UNDERGROUND
I I I
TRANSFORMER ' � i
N
� .I � .. .. .. .. .. , wv
2,,_ � . 7 _ .._ .._— . __ .. ._ .. � � I
i � - , � �
� PROPOSED UNDERGROUND
i���"�):�„�F 1'�'�I 5' ELECTRIC,REFER TO MEP � I I
i�.e'r2)304,� ;"�,^_ � � � � -
' I �
.�'��l'.3004'q"�v�- .
I PLANS,TYP. � I
[I �—I � � O i�
i �
� L r.5a5�— � � I m
�i,v r��•i:sou.v.a..;oaE � � �
I I �
�(z)�zc9.e.�e�NOPE I � �
�3�299,y,,e^HOPE I NEW WATER VALVE
BOX,MUELLER H-10334, I I
l: s tPF srEPs - I rSIZE AS REQUIRED FOR � INV.(BLDG):±2gq,6
,Eas i I I
i ' � 1� EXISTING LINE. 6"PVC SEWER I I
� � LJ LATERAL @ 20% �
I ' STEP � 6"DIP WATER SERVICE ' N I
I I 15 I
� Q REFER TO TEST PIT NOTE I � P�ojecr Tirle�
II_--_II_--_IL--_II
� " THISSHEET. � ; I �I I�
�� — � � ; �——��—��——�� PROPERTY LINE � � �� �� �Q� W W
� �
j `� 19 Washington
�: ;' REFER TO TEST PIT Q
#o —�i -- i,�- NOTE,THIS SHEET. i�- N �
.:..:: 5',%; I
"____________________________________________________________________________ ---- I
___________ ------------------ 19 Wash i ngton
—- — —— _- ___ -- —_ 3 � Saratoga Springs,NY 12866
\ �ST�ST�ST p ST�ST�ST� T�ST�ST�ST�ST�ST ST�ST�ST�ST � ST�ST D I
\ 8"PVC INV:2985 INV:298,6_ �
. RT______________________________ .
'____________'_________'____
_____'______ ________________.
sT W sT W sT sT MN�__ST- sT p � a wA1nTIE�uNE
W �r:3oa,z W W �, (RECORD) I
----------------------------- WASHINGTONSTREET 3 ��;,
EXISTING FIRE HYDRANT ,� L-6.3 CONNECT TO EXISTING 10"VVATER MAIN '���3 I
_�,/
_ ,� < � �
&INSTALL A 10"X 6"TAPPING SLEEVE, � I
� �_� ��� �-� �� 6"GATE VALVE AND THRUST BLOCK �a��I'� MH
h 1F-29b.3
�f NOT OPENED
EXISTING�VATER SERVICE AND �� I
�—————————— ...—.. ., ... EXISTING:.FIRE HYDRANT :..—.......' /I ,.
VALVE TO REMR PROSEN A�TIV�E. RE ETRN 0 TESTAPIT NOTE. SANISTAIRY SEWER 6 � �
TO VERIFY SIZE OF LINE AND EXISTING 8"VCP STORM SEWER SANITARY SEWER I
REPORT FINDINGS TO OWNER'S -� - -� .
THIS SHEET. L-6.3 �� �
SERVICE CONNECTION � � �� I'��wv � I
LATERAL INV.293.9± I �� ���� I .
I
Il , Project No.: 2020049
Design: I<LT
WATER SYSTEM NOTES UTILITY NOTES TEST PIT NOTE LEGEND °raw� K�T �"'k'd °B"
Date: 3/X/20�1 Scale: 1"=20'
20 10 0 5 10 15 20
1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER 1. THE CONTRACTOR SHALL CONTACT U.F.P.O.(1-800-962-7962)AND THE PROPER LOCAL 1. CONTRACTOR TO PERFORM TEST PIT TO VERIFY EXISTING UTILITY LOCATIONS,SIZES, ������� PROPERTY LINE rtev �escription: oate:
BELOW FINISHED GRADE OF 5'-0". AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE AND DEPTHS.REPORT FINDINGS TO OWNERS REPRESENTATNE.
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.ANY COSTS UNDERGROUND ELECTRIC Scale:1"=20'
2. CHLORINATION,PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER EXISTING TELECOM
CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A.STANDARDS AND AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER.BACTERIA EXISTING GAS LINE
EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE 2, LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL
PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. BUILDING FOOTPRINT CONFIGURATION. --ST-- EXISTING STORM DRAIN
WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. - —W EXISTWG�NATER LINE
3. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC
3. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET(EDGE TO EDGE) FOR INFORMATION ONLY,AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO EXISTING SANITARY LINE
BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SE�NER.THERE SHALL ALSO CONSTRUCTION.ALL UTILITIES MAY NOT BE SHOWN.CONTRACTOR SHALL COORDINATE
BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN D�awing Title
LOCATION OF ALL UTILITIES(LINES,DUCTS,CONDUITS,SLEEVES,FOOTINGS,ETC.)N/ITH ��ST�� PROPOSED STORM DRAIN
AND ANY SANITARY OR STORM SEN/ER. LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS(VVALLS,FENCE,FOOTINGS,TREE
ROOTBALLS,PROPOSED LIGHTWG FOOTINGS,ETC.)AND IMMEDIATELY REPORT ANY W PROPOSED WATER LINE plG�nnln6 PjOf�.Td�XX.XXX
4. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT(CLOCKWISE). DISCREPANCIES TO THE OWNER'S REPRESENTATNE.ANY DAMAGE AND INCURRED b U ti I i t i es P I a n
COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE SAN PROPOSED SANITARY LINE Approval
5. WATER VALVE BOXES,EXISTING STRUCTURE RIMS,NEW STRUCTURE RIMS,ETC.,SHALL BORNE BY THE CONTRACTOR.
BE ADJUSTED TO CONFORM TO NEW FlNISHED PAVEMENT GRADES UNLESS OTHERWISE � TEST PIT LOCATION Approved untler authority of a resolution adoptetl
NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATNE. 4, EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. by the Planning Board of the City of Saratoga Springs.
5. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY o�a�vi�9 No.
WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. Chairperson
6. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING L-4.0
UTILITIES,STRUCTURES,EQUIPMENT ROADWAYS AND DRNEWAYS FOR THE DURATION Date Signed:
OF CONSTRUCTION.
PLANT LIST �
SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING �
DECIDUOUS TREES
CK 2 Cladrastiskentukea Yellowood 4"cal. B&B The LA GROUP
+ `-=_-�
f"y `'�-�- CO 1 Celtis occidentalis Common Hackberry 4"cal. B&B
-
� �
, y;; � _,..,,_ GT 3 Gleditsia tricanthos'Christie' Halka Honeylocust 4"cal. B&B Landscape Architecture�Eng�neering P.C.
;� '�� �% � -_=_
� .: r` ORNAMENTALTREES P ple.�rpore.Pl�.
r �y ` � � AG 4 Amelanchier x granditlora'Autumn Brilliance' Autumn Brilliance Serviceberry 3"-3.5"cal. B&B(Tree Form) 40 Long Alley p:518-587-8100
� y p '-�- / � SHRUBS saratoga sPrings �sis-sa�-oiao
f � '`--�- -
�`( ��;�� . `, � 1 IG 35 Ilex glabra'Shamrock' Sharmock Inkberry 24"30"ht See Plan I�iY 12866 www.thelagroup.com
�� � L PERENNIALS/GRASSES/VINES
�'""� �' Unauthorized alteration or addition to this
�� ______�' I�Y x PV 12 Panicum virgatum'Shenandoah' 'Shenandoah'Switchgress #2 cont. 24"O.C. document�s a��olat�o�of 5ecc�o��zo9 of the
� � ��.!'_ , .�.� �� � ���� VM 324 Vinca minor Myrtle(Periwinkle) #1 cont. Stagger 12"O.C. Newvorkstate Education Law.
il � , �
_
:,..:;:. -- --�� - "-..- .
< .:..
` ,__; 4"-6"ROUNDED DECORATIVE � `----- --"-I
� r � � �I •� �theLAGroup2017
COBBLE STONE � -,���x, I � i
�- _� t �_� l
� -- � � J I Prepared for
-- ,�tt �� ;- � �" "� 353 Broadway
� _ ;-�
�-- � ��_ �, � __� � � � �� � Acquisitions,LLC
__ I � i i �
� - � I 'I 353 Broadway
i � � Saratoga Springs,NY 12866
-- ---------------- �
I - --- I I
� I
i � I I
� �
I ` I SEASONAL PERENNIAL
� � � I
� � I;
�� � PLANTINGS � I ,� I�'I
I ' � I i1
�� i� � �
� � , , =�;.
� � i !
� i �i � '�
II � _. �-------------------- I
I . w'�� � I EXISTING
z i ' .. �_ --'
I �7�7�y-p�7 ❑ �"i
� ��j����7�
� s�.�.� `�-[1-�/ � - SEASONAL PERENNIAL
o PLANTINGS PER CITY DPW
� I �i
a
I,
� � -
�F��,.-� � 2
8.9a5, II I �� CK
I _
� g
IG
I� I '. I I"';�::�_ ,
SEASONAL PERENNIAL
' 324 ! � I PLANTINGS PER CITY DPW
vM j - , � _4 _ �
I � �_�: �
9
� rl �- I --- I-- = IG �
� 12 j I Q
� I ' 3 -I---.. Pv � � 1 �'
I IG -I ����_ _ �� m
, . � 11 II � ---- --
�
1 IG ' I ' 4
I � ,I I I r l I � AG
L
� 3 .0 OU. --- _
.. ..
IG I = - I
i
�
(� /� /� I� , -� � i P�oject Title:
SEASONAL PERENNIAL i i C� Lf � lf I I I� - ' -
� L
-� i i i,, 1 ."s(i _ i i'__ I ; . I ����+I
PLANTINGS , �� . i I i
-- -- -- -- - -- , �;..o�-. - � � , �� T �-- ��- , �-�-� _ , I,-� ngton
-- - , ' I ' ' i 19 Washi
' � � ' -------1��a �- �- � � r- � � , -
=1------------------------------------- ---_ ,
--___-----=---=-------------- ---__-_____
19 Washington
Saratoga Springs,NY 12866
3
LAWN GT I
WASHINGTON STREET
PLANTING NOTES: LEGEND
1. ALL NE4V PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED DEFECTS,AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME TESTING SEEDS"FOR PURITY AND GERMINATION TOLERANCES.PROVIDE SEED MIXTURE ---- PROPERTY LINE
BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN DURING PROGRESS OF WORK.CONTRACTOR SHALL REMOVE REJECTED TREES OR 17.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF COMPOSED OF SPECIES,PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY,
ASSOCIATION OF NURSERYMEN,INC.PROVIDE QUALITY,SIZE,GENUS;SPECIES,VARIETY SHRUBS IMMEDIATELY FROM PROJECT SITE. OTHER CONTRACTORS AND TRADES.MAINTAIN PROTECTION DURING INSTALLATION AND GERMINATION,AND MAXIMUM PERCENTAGE OF WEED SEED,AS FOLLOWS:
OF TREES AND SHRUBS INDICATED,AND ROOT BALL SIZE CO�APLYING WITH APPLICABLE MAINTENANCE PERIODS.TREAT,REPAIR,OR REPLACE DAMAGED PLANTINGS. + DECIDUOUS TREE 4
REQUIREMENTS OF ANSI Z60.1"AMERICAN STANDARD FOR NURSERY STOCK."ALL PLANTS L-6.2
PROPORTION GERMINATION PURITY
SHOULD 8E NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO 18.UPON COMPLETION OF ALL PLANTING WORK;THE CONTRACTOR SHALL REQUEST IN COMMON NAME BY WEIGHT MINIMUM MINIMUM
LOCALITY OF THE PROJECT. PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING N/ORK.IF
PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE,THE LANDSCAPE ARCHITECT � Project No.: 2020049
CREEPING RED FESCUE 50% 85% 95%
2. PLANT SIZES:MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES 10.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. � ORNAMENTAL TREE L-6.2 Design: Crv�l
AND TRUNKS OR CANES IN THEIR NORMAL POSITION.TAKE CALIPER MEASUREMENTS 6 AND PLANT BE�S FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE OR CHEN/INGS FESCUE
INCHES ABOVE GROUND FOR TREES UP TO 4-WCH CALIPER SIZE,MEASURE MAIN BODY OF COMMENCEMENT OF PLANTING. 19.FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE orawn: HSM Ch'k'd: M1T
TREE OR SHRUB FOR HEIGHT AND SPREAD;DO NOT MEASURE BRANCHES OR ROOTS CONTRACTOR,THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE KENTUCKY BLUEGRASS 25% S5% 90% O+� SHRUBS/PERENIALS ee Date: 3/18/2021 Scale: 1"=20'
TIP-TO-TIP. 11.WSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY PERIOD SPEqFIED IN THIS SECTION. L-6.2 L�.2
BORE TO PREVIOUS GRADE.NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF PERENNIAL RYE 25% 90% 90% � GROUNDCOVER rtev: �escription: oate:
3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND ROUGH GRADING. 20.ACCEPTANCE STANDAR�S AT END OF THE MAINTENANCE PERIOD: 25.TOPSOIL SHALL HAVE A SANDY LOAM,LOAMY SAND,OR LOAM TEXTURE AS DETERMINED
SIZE OF PLANT REQUIRED.PLANTS SHALL BE PREMIUM QUALITY,APPEAR'FULL',OR 20.1. PLANTS SHALL BE FREE OF FROST CRACKS;SUN SCALD;DAMAGE DUE TO INSECTS, gY MECHANICAL ANALYSIS(ASTM 422)AND BASED ON THE'USDA CLASSIFICATION SYSTEM' �� � � LAWN
'HEAVY'WITHIN THEIR CONTAINER,AND BE REPRESENTATIVE OF THE CONTAINER SIZE 12.CONTRACTOR SHALL PROVIDE LONG LASTWG,SLOW RELEASE STARTER FERTILIZER IN PESTS,AND DISEASE;STRUCTURAL DEFECTS;AND DAMAGE RESULTING FROM MAXIMUM CLAY CONTENT SHALL 8E 10%.TOPSOIL SHALL BE FERTILE,FRIABLE SOIL FREE �
SPECIFIED.PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT EACH PLANTING PIT FOR TREES,SHRUBS AND PERENNIALS. MACHINERY OR TOOLS.ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL
WILL BE REJECTED. HAVE A MINIMUM OF 75 PERCENT HEALTHY,BALANCED BRANCHING STRUCTURE WITH OF STONES LARGER THAN ONE INCH IN ANY DIRECTION,LUMPS,PLANTS AND THEIR
13.ALL PLANT BEDS SHALL RECEIVE THREE INCHES(3")OF SHREDDED BARK MULCH.MULCH A HEALTHY TERMINAL LEADER(S)WITH VIABLE TERMINAL BUD(5).TREES SHALL BE ROOTS,DEBRIS AND OTHER EXTRANEOUS MATTER AS�ETERMINED BY THE OWNER'S DECORATIVE STONE
4. ALL NEVV PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. REPRESENTATNE,AND TOXIC MATTER HARMFUL TO PLANT GROWTH,
OTHERWISE NOTED ON PLANT LIST. TREES AND SHRUBS,CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH 2O.2. LAWN AREAS SHALL HAVE A HEALTHY,UNIFORM STAND OF GRASS FREE OF�VEEDS,
COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK.SHREDDED BARK SURFACE IRREGULARITIES,WITH COVERAGE EXCEEDWG 90%OVER ANY 10 SQ.FT. TOPSOIL SPECIFICATION: 20 10 0 5 10 15 20
5. TREES SHOULD BE FRESHLY DUG DURWG THE SEASON OF PLANTING,MARCH 1ST TO MAY MULCH SHALL NOT EXCEED 3"IN GREATEST DIMENSION,AND SHALL BE DARK BROWN IN AND BARE SPOTS NOT EXCEEDING 5"XS"
1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. COLOR. GRADATION: D�awing Title
PLANTS KNO�NN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 21.IF PLANT MATERIALS AND�NORKMANSHIP ARE ACCEPTABLE,THE LANDSCAPE ARCHITECT Scale:1"=20'
14.PLANTS SHALL BE DELNERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. SIEVE%PASSING BY VVEIGHT CHEMICAL ANALYSIS 1 11
6. IN GENERAL,PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED.IF SPECIFIED ALL PLANTS ARE SUBJECTED TO WSPECTION AT DELNERY BY THE LANDSCAPE P1c1IlI11Tlg BO�lTd tt XX.XXX +
MATERIAL IS NOT OBTAINABLE,CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY ARCHITECT/OWNER'S REPRESENTATNE. 22.GUARANTEE:CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALNE MIN.MAX. S I Le La I1 d SCa pe P I a I1
TO LANDSCAPE ARCHITECT ALONG VVITH PROPOSED SUBSTITUTION.ANY PROPOSED AND BE IN A HEALTHY,VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL #10 100 PH RANGE 5.2-7.0 Approval
SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT 15.IF DISCREPANCIES EXIST BETN/EEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING ACCEPTANCE OF PLANTWG VVORK,AGAINST DEFECTS INCLUDING DEATH AND #20 78 95 ORGANIC MATTER 4%-6%
OVERALL FORM,HEIGHT,SIZE,BRANCHING HABIT,FLOWER,LEAF,COLOR,FRUIT AND PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST,THE PLANTING PLAN SHALL UNSATISFACTORY WORK. #40 67 87 MAGNESIUM 35LB.PER AC Approved untler authority of a resolution adoptetl
CULTURE,AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. GOVERN. 23.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25%DEAD OR,AS #60 48 78 PHOSPHORUS 75LB/AC by the Planning Board of the City of Saratoga Springs.
DETERMINED BY THE LANDSCAPE ARCHITECT,ARE IN AN UNHEALTHY OR UNSIGHTLY #100 40 75 POTASSIUM 85LBIAC
7. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFIqENT 16.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AN�SHALL CONDITION.CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). #200 28 63 SOLUBLE SALTS NOT TO EXCEED o�`"v"'g No.
TO COMPLETE THE PLANTING SHOVVN ON THE DRAWINGS. CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE 500 PPM Chairperson
SUBSTANTIAL COMPLETION,AND UNTIL FINAL ACCEPTANCE,WHICHEVER IS GREATER. PLANTWG LIST.
8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR MAINTENANCE INCLUDES PRUNING,WEEDWG,WATERING,FERTILIZATION,AND #270 22 55
SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS,WSECTS,INJURIES AND LATENT RE-SEEDING AS NECESSARY. 24.GRASS SEED:FRESH,CLEAN,DRY,NEW-CROP SEED COMPLYING WITH AOSA'S"RULES FOR .002 2 7 Date Signed: L-S.O
CONSTRUCTION SPECIFICATIONS: EDGE OF EXISTING ROADWAY INLET GRATE
CONCRETEAPRONSEE �
1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE CONCRETE SIDEWALK&APRON TYPE 1 AT CONCRETE SPECIFICATIONS
EQUIVALENT. NOTES: NON-VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE
1. INLET FILTER BAGS SHALL BE INSPECTED ON A TURF
2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. TRAFFIC AREAS
WHERE A 30 FOOT MIN.WOULD APPLY. �-�:�N 6"CONCRETE Th e LA G ROU P
3. THICKNESS-NOT LESS THAN SIX(6)INCHES. � STEEL FRAME FOR 8AG BAGS SHALL BE EMPTIED AND RINSED OR REPLACED TAPER CURB . CURB
4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT REMOVAL FROM INLET WHEN HALF FULL OR WHEN ROW CAPAqTY HAS (AS NECESSARY) �I
BEEN REDUCED SO AS TO CAUSE FLOODWG OR 5M> i.andscape nrchitecture�.Engmeermg P.C.
POINTS WHERE INGRESS OR EGRESS OCCURS.GEOTEXTILE-WILL BE PLACED - . ��� ,�
4 z BYPASSING THE INLET.DAMAGED OR CLOGGED BAGS EXPANSION JOINT TYP. � �Y � p p!e�rpore.Pl�.
OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. N� �- ( )
5. ALL SURFACE N/ATER FLOWING OR DNERTED TOWARD CONSTRIJCTION �.-.. .,� SHALL BE REPLACED.A SUPPLY SHALL BE FULL DEPTH OF PAVEMENT
ACCESS SHALL BE PIPED BENEATH THE ENTRANCE,IF PIPING IS IMPRACTICAL �� � `x�' � � MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. TRANSITION CURB 40 Long Alley p:518-587-8100
A MOUNTABLE BERM WITH 5:1 SLOPES VVILL BE PERMITTED. �� .+', ALL NEEDED REPAIRS SHALL BE INITIATED RADIUS 5' �NG � BOTH SIDES Saratoga Springs �518-587-0180
6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH N/1LL PREVENT�,o � '' IMMEDIATELY AFTER THE WSPECTION.DISPOSE OF ,.�p���� 22 OP�N 1-112"REVEAL PiY 12866 www.thelagroup.com
TRACKING OR FLO�VING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE - � ACCUMULATED SEDIMENT AS WELL AS ALL USED /"�� �. M�N'
REMOVED IMMEDIATELY. BAGS ACCORDING TO THE PLAN NOTES. �"�
7. WHEN WASHWG IS REQUIRED,IT SHALL BE DONE ON AN AREA STA8ILIZED 4� /��`V�Y/ '�;'� STREET� Unauthorized alteration or addition to this
WITH STONE AND WHICH DRAWS INTO AN APPROVED SEDIMENT TRAPPING \G�� document is a violation of Sectlon 7209 of the
25�-0° 5 � NewYorkState Education Law.
DEVICE. M�N. �
S. PERIODIC INSPECTION AND DEEDED Iv1AINTENANCE SHALL BE PROVIDED �2"THICK,50150 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATER AL WARPED PAVEMENT AREA
OVER COMPACTED SUBGRADE (TYP.BOTH SIDES) ;y the LA Group 2017
AFTER EACH RAIN EVENT.
,� STABILIZED CONSTRUCTION ENTRANCE ,�O DROP CURB AT VEHICULAR ENTRANCE
Prepared for
10'MAX.E TO E 36"MIN.FENCE POST SCALE:NTS SCALE:NTS
TURF HEAWBROOM CONCRETESIDEWALK 1/4"REVEAL(MAX.) 353 Broadway
CONCRETE SIDEWALK FINISH DETECTABLE HEAW BROOM
36"MIN.,2"HARDVVOOD FENCE POSTS, DETECTABLE 114"REVEAL MAX Acq u i s i t i o n s,L LC
DRIVEN MIN.16"INTO GROUND -- ( ) TEXTURE FINISH(TYP.)
w
FILTER FABRIC � z TEXTURE 6"CURB WARNWG 353 Broadway
� o Q � -- WARNING (TYP.) _! Saratoga Springs,NY 12866
�� a� `" ,,� � 6"MIN. 6'MIN. 6'TRANSITION
�O 2
o �O� �� �M�~� •�SITION CURB /��p� CURB
z FLOW_ INSTALLATION DETAIL 6'TRANSITION
���z z ISOMETRIC VIEW
°' w� CURB
`�a � INLET PROTECTION FOR PAVED AREAS
`° � PEDESTRIAN CURB RAMP-TYPE 1 PEDESTRIAN CURB RAMP-TYPE 2
��^yyy��� �y SCALE:NTS
� c�Y" EMBED FILTER CLOTH AT GRASS STRIP N.T.S. CROSS WALK N.T.S.
�� MIN.6"INTO GROUND CONCRETE 314"PREMOLDED
PERSPECTIVE FILTER FABRIC;FASTENED SECURELY SIDEWALK EXPANSION JOINT
S I LT F E N C E VIE�V TO FENCE POSTS WI STAPLES g�� 114"RADIUS MAX SLOPE IN MAIN RAMP MEASURED
SECTION FINISHED
2 GRADE � PERPENDICULAR TO CURB SHALL BE 1:12.
sca�e:NTs - PAVEMENT PEDESTRAIN DROP CURB
o (pl�,fAA\ Vv /^^, j�. ° . ,
"�I�,AIJ\IJV vV'� I �f� in �� SCALE:NTS
� U�IV i��.\i n�� /�CHAIN LINK ,?�yS� 8, POURED-IN-PLACE
0 o O UV�1vV- O .
p p o p � �- c88° • CONCRETE CURB SEE NOTES:
I CRITICAL i o , .e CONCRETE TOP COURSE-NYSDOT ITEM
;,�� d� 1. PAVEMENT SECTIONS SPECIFIED ARE NPICAL FOR STREET,
+ � PG-64S-22 402.1273QR,80
�ROOT ZONE '� SPECIFICATIONS DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE
�e,a SERIES COMPACTION
� •.����$ ;y°� TRAFFIC VOLUIv1ES AND LOADINGS ARE NOT EXCESSIVE.
GRAVEL COMPACTED BASED ON ANTICIPATED VOLUMES AND LOADS,THE CITY
z Y� �a�� £r TO 95%STD.PROCTOR
\/ Yo� � b; ��TACK COAT-NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION
�,�, �%,�%`;'; � 407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING.
DBH=X INCHES �T,;,,,,;�„' � o¢0 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE
SINGLETREE �ww BINDERCOURSE-NYSDOTITEM
SUBGRADE COMPACTE�TO 90% o� THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER
CHAW LINK a�� PG64S-224022579QR-80 COURSE.
STANDARD PROCTOR w�w SERIES COMPACTION PG
CRITICAL ROOT ZONE= NOTE:EXPANSION JOINTS LOCATED o m� 3. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO
WITHIN X FEET FROM TRUNK CRITICAL ALONG CURB 10"O.C.MAX. N BINDER(LIQUID ASPHALT) COMMENqNG PAVING OPERATIONS.
ROOT ZONE GRADE SHALL BE PG-64-22
NOTE:
MEASURE DBH OF TREE IN WCHES. FULL CURB AT SIDEN/ALK PAVEMENT TOP BINDER GRAVEL
THIS NUMBER IS THE MINIIdUM NUMBER OF FEET FROM + + COMPACTED GRAVEL- TYPE COURSE COURSE COURSE
THE TRUNK THAT SHOULD BE PROTECTED BY FENCWG PROVIDE CLEAN SQUARE CORNER NYSDOT TYPE 2 CRUSHER ALL
DETERMINING CRITICAL ROOT ZONE / wHERE elruMwous wa�rc nsurs �
RUN-STONE(SECT.304) ASPHALT 2 4" 12"
CURB i�i COMPACTED TO 95%
STANDARD PROCTOR "BINDER TO BE PLACED W(2)2"LIFTS N/ITH
MULTIPLE TREES FINISH GRADE 6„ FINISH GRADE;BITUMINOUS 6" 112"RADIUS SEPARATOR FABRIC(NYS DOT 207) TACK COAT BETWEEN.
0 ���� { 114"RADIUS OR LAWN,SEE PLANS
O /n�,�VVn-�O NOTE TREE PROTECTION ON FENCING SHALL BE ERECTED ��I IJ�d NI II� PAVEMENT 90%STAN�DARD PROCTORTO
VV-
O � 0 ��U AT THE EDGE OF THE CRITICAL ROOT ZONE OR .
� � � � BEYOND PRIOR TO THE START OF ANY " ���,ci FINISH GRADE
FEN��N�POST CONSTRUCTION ACTNITY. �° '`'` �'° AS P HALT PAVE M E NT
TREE PROTECTION AREA 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH - -��1'4 000 PSI
CAST-IN-PLACE CONCRETE� y,�.;CAST-IN-PLACE 1 2
STOCKPILING PROHIBITED TREE SHALL EXTEND FROM THE TRUNK A MINII�AUM a�a� � a ��o . � Q SCALE:NTS
CONTINUOUS o- a a CURB SEE CONCRETE TE CURB
DISTANCE OF 1 FOOT FOR EACH INCH OF TRUNK g�. a� �°a SPECIFICATION �� �"'��
CHAIN LINK FENCING� DIAMETER OR 6,WHICHEVER IS GREATER. ��' e , .� u� ��
� 3. FENCE SHALL 8E MINIMUM 4'HIGH ON ALL SIDES, ���'$o GRAVEL COMPACTED TO ,��r, PROPOSED PAVING EXISTING PAVING P�oject Title:
AND BE CONSTRUCTED OF CHAIN LINK. � ��g 95%STANDARD PROCTOR
z a � COMPACTED APPLYTACKCOAT
� 4. FENCE SHALL 8E SUPPORTED BY VERTICAL POSTS �z �O� � � � g�� KEYED PAVEMENT TO BE FLUSH WITH
DRIVEN 2'(MIN.)INTO THE GROUND.POSTS MUST � o°pao�g SUBGRADE COMPACTED TO _ GRAVEL BASE TOP COURSE EXISTING PAVEMENT
AVOID MAJOR ROOTS,AND MUST BE SPACED NOT 90%STANDARD PROCTOR NYSDOT SECT.304,
MORE THAN 10'APART. NOTE�, TYPE 2 BINDER COURSE 1 9 W a s h i n gto n
5. NO STOCKPILING OF MATERIALS,VEHICULAR EXPANSION JOINTS SPACED 1-/2"MINIMUM DEEP KEY INTO
� TRAFFIC,OR STORAGE OF EQUIPMENT SHALL BE ALONG CURB 10'O.C.MAX. 6" 6" 6" EXISTING PAVEMENT 19 Washi ngton
II FULL CURB AT LAWN FWSH CURB IN PAVWG
U U `� ALLOWED WITHIN THE FENCING.FENCING SHALL � Saratoga Springs,NY 12866
NOT BE MOVED OR REMOVED UNLESS APPROVED
BY�'nF°RESTER. CONCRETE CURB(OFF BROADWAY) COMPACTEDBASEMATERIAL
6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN COMPACTED SUBGRADE
10'-0"MAX. A VISUALLY PROMINENT LOCATION. � SCALE:NTS
3 TREE PROTECTION
z�J01NTRLLERWHEN ,�3 PAVEMENT KEY
SCALE:NTS ABUTTING CONCRETE SCALE:NTS
��_Q��
FINISHED GRADE FINISHED GRADE D O �
CONCRETE -- '- �����I
8'MIN. WASHOUT SIGN � I I I I I II II I II i II I� i �
CONCRETE GRANITE C�JR@I——— � �
WASHOUT STAPLES(2 PER BALE) �i I�I I=I I I=I I I_I � _ , ����' 6"CONCRETE
WOODORMETAL III .� ,��Qa�� � v�
O O O O O STRAW BALE STAKES(2 PER BALE) I II I II I I ��Q 00��i—i� i—,! �����G WIRE MESH OR REBAR
ooQo 0 oD ��� ��� I I 1= G
10 MIL PLASTIC MIN 12"LONG,3000 — t;a���a _Y.S.D.O.T.SECT 304 1"TYP.
0 o LINWG PSI�NET MIX II I II I I� ��• �o �I I I=�TYPE 2,SUBBASE �
�; r-<..�O a� I� ��T� RAUPEX PIPE,3"TYP.IN
CONCRETE BACKING ;�oD R�a I=I� �� fi� � �
I I I <�>°°O �I I I I � MIDDLE OF SLAB Project No.: 2020049
- AT CURB JOINTS - I�— G i���� �
z o o � ���� ' � � . JQ,�\C`iePG�li I iV \ TIES Design: CMI
� y
� �=I I I �' °�°,.a�:. �� I I I ��3000 PSI DRY MIX ���(EC' �Yj�II/ � orawn: HSM Ch'k'd: MCB
� � �000 ��� ���� CONCRETE BEDDING, GE�' � J� 1 � Date: 3/18/2021 Scale�, 1"=20'
m
��I I oR 0 0��� I I I � CONTINUOUS ALONG i��I�� ^��
� ��� �J°O � � CURB ,� 1-1/2"TO 2"TYP..`.. �� Rev� oes<ription: oate:
NOTE: O a i I � �`1.�
� 10 MIL PLASTIC �— — i � � �j;
LINING COMPACTED OR I I I I I I I 1=I� I I; I � i� �
1. WASHOUT AREA SHALL BE SIZED BY THE �- �. �... � i
S T R A W B A L E S S T A K E D CONTRACTOR TO ADEQUATELY CONTAIN UNDISTURBED NYS DOT SECT 304 i �� �pO��G N OTE:CHE CK N/ITH IN SULAT I ON � l J
SUBGRADE TYPE 2,SUBBASE i 0 �.�� f
� �
O O O O O INTO GROUND C O N C R E T E C L E A N O U T. 6' 6" 6" �� MANUFACTURER TO ENSURE IT `�� !�` \
GRANITE CURB DETAIL /\ MEETS REQUIRED COMPRESSION �i:��`� r�� EDGE INSULATION
STRENGTH
4 C O N C RET E WAS H O UT POLYETHYLENE MOISTURE BASED ON DESIG�t' �y'�i
MAX.2 SCALE:NTS CURB JOINT DETAIL BARRIER,6 MIL TYP. �'
- y y y Q GRANITE CURB(TO BE USED ON BROADWAY) 6���'P�
'� W W W y y NOTES:
COMPACTED SUBBASE
1. AREA CHOSEN FOR STOCKPILING OPERATIONS V SCALE:NTS INSULATION D�awing Title
�' �' �' �' �' �' �' SHALL BE DRY AND STABLE.LOCATION SHALL CONCRETE
y y W W W W y y y y BE APPROVED BY THE OVVNER'S CURB 1' 6'(ADJACENT SIDEWALK)
� � � � � � � � � � W � REPRESE"T"T'�EPR'°RT°'"'T'"T'"��"'°RK. 3��A°�A�E"T`A"'", RADIANT HEATED CONCRETE DETAIL
�, �, �, �, �, �, �, �, �, �, �, �, 2. MAXIMUId SLOPE OF STOCKPILE SHALL BE 2:1.
MAXIMUM HEIGHT SHALL BE 12 FEET. 1 4 S i te Deta i I s
� W W W W W W W W W W W W W 3. EACH PILE SHALL BE SURROUNDED WITH a yL SCALE:NTS
�" �" �" �" �" �" �" EITHERSILTFENCINGORSTRAWBALES, � � � �a .oa P�anT11Tig BOaY�U tt XX.XXX
= INSTALLED PER CORRESPONDING DETAIL. � � � � °�� a Approval
- 4. A PERIMETER DIKEISWALE SHALL BE LOCATED
UP-SLOPE OF THE TOPSOIL STOCKPILE.
3/8"EXPANSION JOINT Approved under authority of a resolution adopted p��,,,;,,�No.
-' ADJACENT FINISH GRADE AT by the Planning Board of the City of Saratoga Springs.
BOTTOM OF CURB
� G TEMPORARY STOCKPILE ('� TRANSITION CURB Chairperson L-6.O
m�,LL J scn�E:Nrs �7 scn�E:Nrs Date Signed,
1'-5" CAST ALUMINUM FINIAL AND ROOF
SAME FINISH AS POLE �
BROOM FINISH PERPENDICULAR BROOM FINISH PERPEN�ICULAR NOTES: �
��TO WALK ��TO WALK � BROADWAY:6ARC22T5-MDL03 LED:96 WATT
4"CONCRETE-SEE 6"CONCRETE-SEE 1. WSTALLATION OF DECORATIVE LIGHTS SHALL BE
OFF BROADWAY-INNER DISTRICT: COORDINATED WITH THE CITY ELECTRICIAN AND
. �CONCRETs SPECIFICATIONS �CONCRETfi SPECIFlCATIONS s' � 3ARC22T5-MDL03 LED:53 WATf DEPARTMENT OF PUBLIC WORKS.(USE 120V The LA GROU P
6 X 6 NO 6 WOVEN WIRE 6 X 6 NO g WOVEN�NIRE 2200 COLOR TEMPERATURE,TYPE 5 POWER)
-..,�,`\,; MESH EXCEPT A.O.B.E � MESH EXCEPT A.O.B.E. 1.andscape nrchitecture�.Engmeermg P.C.
110° � DISTRIBUTION,120-277 VOLT DIMMABLE DRIVER
`���i�� 6"GRANULAR SUBBASE COURSE NYS 8"GRANULAR SUBBASE COURSE NYS `s' 2. THE OWNER I DEVELOPER IS RESPON518LE FOR P p!e Pw�pore.PGrce.
%���i����. .. ACRYLIC ACORN LENS pAYING CONNECTION CHARGES FROM NATIONAL
-i//��� DOT SECT.304,TYPE 2 COMPACTED DOT SECT.304,TYPE 2 COMPACTED 100°
�%��� o GRID.THE CITY OF SARATOGA SPRWGS TAKES 40 Long Alley p:518-587-8100
�TO 95%STANDARD PROCTOR �TO 95%STANDARD PROCTOR � 0 5T TWIST LOCK FITTER Sarato a 5 rin s 518-587-0180
Y o„ o OVER THE LIGHT ONCE CONNECTED. 9 P g F
SUBGRADE COMPACTED TO SUBGRADE COMPACTED TO `� i:, DRNER COMPARTMENT NY 12866 www.thelagroup.com
90%STANDARD PROCTOR 90%STANDARD PROCTOR �%ff�,,._ - 3. ELECTRIC SERVICE:SWEEPS AT CONCRETE
r f ��� ELECTRONIC PHOTOCELL BASES AND BETWEEN BASES USE 2"SCHEDULE 4� Unauthorized alteration oraddition tothis
rr f ;�', � (STREET SIDE) PVC NON-METALLIC CONDUIT.UNLESS UNDER document is a violation of Sectlon 7209 of the
h DRIVEWAYS VVHERE SCHEDULE 80 PVC IS NewYorkState Education Law.
NOTES�, NOTES�. �� 5.� NOTES: M 4"DIA.TAPERED POLE,.125 REQUIRED.FOR WIRE:THHN COPPER STRANDED
EXPANSION JOINT SPACING-20'-25'O.C. EXPANSION JOINT SPACING-20'-25'O.C. �' = ALL PAINT TO BE COLOR BLUE AND aS SPECIFIED - WALL THICKNESS;6061-T6 NUMBER 6 COLORED RED,WHITE,AND GREEN.
CONTROL JOINT SPACING-5'O.C. CONTROL JOINT SPACING-5'O.C. ����� STRUCTURAL GRADE ALUMINUM ,y the LA Group 2017
THE NEW SYMBOL DOES NOT MATCH THE LIGHTS ARE WIRED 120 VOLTS.PROVIDE A
N �
NOMINAL CROSS SLOPE-118"TO 114"PER FOOT(PAAX.SLOPE 1�50 TYP.) NOMINAL CROSS SLOPE-1/S"TO 1/4"PER FOOT(MAX.SLOPE 1:50 TYP.) �/�.. � o SEPARATE HANDHOLE,SYNERTECH
TOWARDS STREET OR A.O.B.E.MAX.SLOPE ALONG THE LENGTH OF THE TOWARDS STREET OR A.O.B.E.MAX.SLOPE ALONG THE LENGTH OF THE ��,., `�r� HISTORICAL ADA STANDARDS,BUT SLIGHT - POLE�VELDED FOR SINGLE UNIT SYN121212HH02,TO BE OWNED BY THE CITY FOR Prepared for
�VALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE VVALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE h '� VARIATIONS ON THE HISTORICAL SYMBOL ARE CONSTRUCTION THE DISCONNECT NEAR THE BASE OF THE
SUBMITTED AND APPROVED BY CITY ENGINEER SIDEN/ALK WIDTH TO BE 5' SUBMITTED AND APPROVED BY CITY ENGWEER SIDE�MALK N/1DTH TO BE 5' '�.;; �-,,rJ PERMISSIBLE UNDER SECTION 1D3 WHEREAS THE ELECTRIC POLE OR BOX AT THE BEGINNING OF 3 5 3 B roa dway
MIN.OR AS ORDERED BY CITY ENGINEER IdIN.OR AS OR�ERED BY CITY ENGINEER ��.a f,/,`� , %�.;/ SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND VERDE GREEN FINISH SERVICE.PROVIDE AND INSTALL(1)5/8 INCH
SIGNIFIES ACCESSIBILITY. COPPER GROUND ROD IN HANDHOLE.WIRE AND Acq u i s i t i o n s,L LC
TYPE1 NPE2 ACCESSIBLE PARKING SYMBOL CONDUITFROMHANDHOLETOPOLEORBOXPER
TYPICAL PEDESTRIAN TRAFFIC LOADING VEHICLE TRAFFIC LOADING ACCESS DOOR 353 Broadway
ACROSS DRNEWAYS /� NATIONAL GRID'S STANDARDS.IF CONNECTWG SdYdtO d S YiY1 5,NY 12866
T SCALE:NTS ONLY ONE LIGHT PROVI�E WATERTIGHT 9 p g
17"DIA.BASE WITH 0.750"FLOOR THICKNESS, FUSEHOLDER,FERRAZ SHAWMUT FEB-21-21 1 P
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHW SEE NOTES 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS
SARATOGA SPRINGS RIGHT OF WAYS: LETTER APPROX.SIZE M.U.T.C.D. FOUR ANCHOR BOLTS AND ONE GROUND STUD.
SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS'. �`�` TEXT PART FRZ FSB1 IN HANDHOLE FOR FUSING THE
SEE NOTES FOR SIZE TYPE OF SIGN N0.
I I SPECIFICATIONS y'CHAMFER POWER WIRE.IF CONNECTING MORE THAN ONE
1.)SIDEWALKS MUST 8E PLACED IN THE PUBLIC RIGHT OF WAY AT THE 1.)ALL SI�EWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL LIGHT PUT A 30 AMP FUSE IN N/ATERTIGHT
PROPERTY LWE. ENGINEER.PLANS MUST BE APPROVED BY THE COUNTY COMM.OF PUBLIC ��Op SEE 12"x18" P4-6C FINISHED GRADE FUSEHOLDER IN HANDHOLE AND PROVIDE
2.)SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRNEWAY. WORKS. A M.U.T.C.D. 1.5 S.F. SEPARATE FUSE HOLDERS,BUSSMAN HEB-AA
3.)SIDEWALKS MUST NOT EXTEND ACROSS PLIBLIC STREETS OR ALLEYS. 2.)SIDEWALKS MUST BE PLACE�ON THE BACK SIDE OF DITCHES OR 8'(MIN.) � ZINC PLATED ANCHOR 80LT FUSEHOLDER WITH 5 AMP FUSE,IN BASE OF EACH
FROM THE EDGE OF SHOl1LDER. � ASSEMBLY PER MANUFACTURER'S LAMP.RUN#12 THHN COPPER,(RED,WHITE AND
3.)SIDEN/ALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH - RECOMMENDATION
DRAINAGE. GREEN)FROM BASE TO TOP OF LIGHT.USE
g �5�0� SEE 30"x30" Ri-1C 2"PVC SCHEDULE 40
M.U.T.C.D. 625 SF. q POLARIS CONNECTORS FOR CONNECTIONS IN
CITY OF SARATOGA SPRINGS N u NO DIRECT BURIAL HANDHOLE AND IN BASE OF LIGHTS.THE LIGHT IS
� TO BE MOUNTED DIRECTLY INTO CONCRETE BASE
CONCRETE SPECIFICATIONS OF THE PLANNING BOARD � GROUND ROD PER N.EC. USWG FENDER WASHERS,2 WCH OD 112 INCH ID
w GALVANIZED POST& 4000 PSI CONCRETE BASE WITH AND 1181NCH THICKNESS,AND LOCK WASHERS.
THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL Cl1RING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO � BREAKAWAY HARDWARE C SEE SONOTUBE FIBER FROM 20"�IA.
CONCRETE WORK WITHIN THE CIN OF SARATOGA SPRINGS INSTALLED FREEZE-THAW CYCLES AND�EICERS N/HEN SATURATED.THE EXACT APPROVED BY CITY 12"x18" P-1-1 UNDISTURBED SUBGRADE OR COMPACTED TO
WITHIN A CITY RIGHT-OF-WAY ANDIOR WITHIN THE APPROVAL AUTHORITY LENGTH OF TIME FOR Sl1FFICIENT DRYING TO TAKE PLACE MAY VARY M.U.T.C.D. 20„
TRAFFIC DEPARTMENT �a 90%STANDARD PROCTOR
MINIMUM SPECIFICATIONS. WITH CLIMATE AND WEATHER CONDITIONS.
ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL H I STO RI C STRE ET L I G HT
SHALL MEET OR EXCEED THESE COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE"NEW YORK w �
~ 30"x30" � SCALE:NTS
STATE DEPARTMENT OF TRANSPORTATION STANDARD SPEGFICATIONS O WS-iC
CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE CONSTRUCTION AND MATERIALS",1985. z 6.25 S.F. CONCRETE BASE TO BE FLUSH LIGHT POLE AS PER
AIR-ENTRAINE�OF DURABLE MATERIALS AND SHALL HAVE(1)A LO�i�/ N �' BASE POST DRNEN INTO IN ALL SIDEWALK AREAS SPECIFICATIONS
WATER-CEMENT RATIO(MAXIMUM 0.46),(2)A SW MP OF 41NCHES OR ANY CLARIFICATION,REVISIONS,MODIFICATIONS THERETO SHALL ONLY GROUND(CONCRETE PROVIDE EXPANSION JOINT.
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 SHALL NOT BE USED) ANCHOR AS PER MANUFACTURER�S
PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD. ELEVATION E 4"HT 30"x24" RECOMMENDATIONS
SURFACE,(5)ADEQUATE DRAINAGE WITH A SLOPE OF 1/81NCH PER 4.00 S.F.
NOTES:
LINEAR FOOT OR MORE,(6)A MINIMUId OF 7 DAYS MOIST CURWG AT OR "A SUPER PLASTICIZER MAY 8E USED TO WCREASE SLUMP AND FINISHED GRADE 1"CHAMFER IN ALL LAN/N OR PLANT
ABOVE 50 DEGREES F,(7)A MINIMUM COMPRESSIVE STRENGTH OF 4000 WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST SIDEWALK AREAS BED AREAS
PSI AT 28 DAYS,AND(S)A MINIIdUM 30-DAY DRYING PERIOD AFTER MOIST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE j�
C O N C RETE PAVI N G SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO /�" a FINISHED GRADE LAWN AREAS
FINAL PLANNING BOARD APPROVAL.PHYSICAL LIMITATIONS E �� SEE 30"x36" R3-5
'I AND/OR VISI8ILITY CONSIDERATIONS MAY REQUIRE SPEqAL M.U.T.C.D. 7.50 S.F. a� �
SCALE:NTS CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. z �� �
2. POST TYPE,SIZE AND NUMBER ARE BASED ON SIGN AREA AND � °° REMOVE SONOTUBE TO A
MOUNTING HEIGHT. `P � � MINIMUM DEOTH OF 6"BELOW
3. ALL STOP SIGN AND WARNING SIGN FAqNG SHALL BE AS NOTE:OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. PROPOSED FINISHED GRADE
DETAIL 1 1'-0" MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET SCHEDULE . �a��
A
THE LATEST RETROREFLECTIVITY REQUIRE�AENTS. � �
O° O° °O° O°O°O° = 4. SIGNS TO BE WSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF o . CONDUIT,BY OTHERS
�1 O. WAY SHALL BE REVIEWED AND APPROVED BY THE SARATOGA � SEE SPECIFICATIONS
OO a OO OO OO OO OO � COUNTY COMMISSIONER OF PUBLIC WORKS. °� �� �
° OO OO OO OO OO OO 10116"�HOLE THROUGH a � ANCHOR BOLTS AS PER
EMBEDMENTFLANGES C SIGN DETAIL/SIGN SCHEDULE � � a MANUFACTURER�S
B O° O°O°O° O°O°O° B� (2 PER FLANGE) �J scn�E:Nrs � � � RECOMMENDATION
°a g
e � POURED CONCRETE BASE,
Q������ SECTION A-A �DOME 300 PSI P�ojectTitle:
DOME �000000 -l_, °
FINIAL(SAME FINISH AS POLE)
O°O°O° O°O°O° -l�� NOTES: 6"COMPACTED GRAVEL BASE
I, 19 Washington
A LED-ROOF MOUNTED OPTICS 1. WSTALLATION OF DECORATNE LIGHTS SHALL BE
�-� HEAT SINK FOR HEAT TRANSFER COORDINATED WITH THE CITY ELECTRICIAN AND COMPACTED SUBGRADE 19 Washington
10116"fdHOLE THROUGH
INTERNAL EMBEDMENT DEPARTMENT OF PUBLIC WORKS.(USE 120V Saratoga Springs,NY 12866
PLAN-TILE SECTION B-B EMBEDMENT FLANGES(2 / THREE(3)EACH OLD TOWN STERNBERG � GROUND ROD,AS PER
FLANGE AT 3"CIC PER FLANGE) ORNAMENTAL FIXTURES-(2)MODEL A850SRLED/ POWER
ST/(1)A850SRLED/ST/PT 2'-0"DIA. MANUFACTURER�S
� 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR RECOMMENDATION
O O / � 66 WATf LED(4ARC22) PAYING CONNECTION CHARGES FROM NATIONAL
NOTES: 2200K COLOR TEMPERATURE GRID.THE CITY OF SARATOGA SPRINGS TAKES L I G HT P O L E BAS E/P E D E STAL D ETAI L
1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH �/ SEALED LED I OPTICAL ASSEMBLY OVER THE LIGHT ONCE CONNECTED.
MANUFACTURERS SPECIFICATIONS. � / SCALE:NTS
2.DO NOT SCALE DRAWINGS. PRECAST CONCRETE COPPING COLOR
LED DRNER WITH ELECTRICAL 3. ELECTRIC SERVICE:SWEEPS AT CONCRETE
3.FOR Cl1STOM SIZING CONTACT MANUFACTURER. BASES AND BETWEEN BASES USE 2"SCHEDULE 40 AMENDED BACKFILL, TO MATCH PRECAST OF ARCHITECTURE
QUICK-DISCONNECT 3"HEAW WALL CAST AS NEEDED
� ALUMINUM FITTER WELDED TO POLE TOP PVC NON-METALLIC CONDUIT.UNLESS UNDER
DRNEWAYS WHERE SCHEDULE 80 PVC IS MASONRY VENEER TO MATCH
�(WITH PHOTOCELL IN POLE SHAFT) 1 112"PVC WEEP SLOPE ARCHITECTURE
MODEL 478PM HEAW WALL CAST REQUIRED.FOR WIRE:THHN COPPER STRANDED @ 1/4"/FT-10'O.C.
DETAIL 1 NUMBER 6 COLORED RED,WHITE,AND GREEN.
ALUMINUM MOUNTING BRACKETS WITH _ CONCRETE,DIMENSIONS TO
D ET E CTAB L E WAR N I N G STRI P �, VERDE GREEN FINISH(ARM&FILIGREES SI PARATE HA DHOLE,SY�NERTEROVIDE A MATCH EXISTING CONCRETE BASE
2 ;� �CAST IN ONE PIECE) SYN121212HH02,TO BE OWNED BYTHE CITY FOR #4'S @ 12"OIC _
SCALE:NTS �n
5"DIA.FLUTED ALUMINUM POLE- THE DISCONNECT NEAR THE BASE OF THE
STERNBERG MODEL N0.5214-FP VERDE ELECTRIC POLE OR BOX AT THE BEGINNING OF
o GREEN FINISH 0.188"WALL THICKNESS SERVICE.PROVIDE AND INSTALL(1)5/8 INCH z J N �
COPPER GROUND ROD IN HANDHOLE.WIRE AND �a a Project No.: 2020049
6061-T6 STRUCTURAL GRADE ALUMINUM =N�
POLE WELDED FOR SINGLE UNIT CONDUIT FROM HANDHOLE TO POLE OR BOX PER � �Q I Design: CMI
CONSTRUCTION NATIONAL GRID'S STANDARDS.IF CONNECTING
NEW CONCRETE PAVEMENT orawn: HSM Ch'k'd: MCB
ONLY ONE LIGHT PROVIDE N/ATERTIGHT � EXPANSION JOINT Date: 3/18/2021 Scale�, 1"=20'
DECORATIVE BASE FUSEHOLDER,FERRAZ SHAWMUT FEB-21-21 1P • 2"CLEAR
12" 2'-0" � -Typ. SUBBASE COURSE,CRUSHED STONE
�P ACCESS DOOR WITH STAWLESS STEEL 600V VVITH 5 AMP FUSE WITH INSULATOR BOOTS = I I Rev� oes<ription: oate:
NP' ALLEN HEAD SCREWS PART FRZ FSB1 IN HANDHOLE FOR FUSWG THE - I I I ,� e� #4's 12"O.C.B�N.
POWER WIRE.IF CONNECTING MORE THAN ONE IIII�IIIL�L�m
N a NOTES: 17"DIA.BASE WITH 0.750"FLOOR LIGHT PUT A 30 AMP FUSE IN WATERTIGHT ����� �.
`� 1. ALL CROSSWALK MARKWGS SHALL BE WHITE THICKNESS 4 ANCHOR BOLTS AND 1 FUSEHOLDER IN HANDHOLE AND PROVIDE
2. CROSSWALK WIDTH AND ALIGNMENT SHALL � GROUND LUG SEPARATE FUSE HOLDERS,BUSSMAN HEB-AA 2x8 KEYWAY
MATCH EXISTING CONDITIONS:BUT IN NO CASE 3„ FUSEHOLDER WITH 5 AMP FUSE,IN BASE OF EACH
BE LESS THAN 6'WIDE. 4 CHAMFER - • 4;000 PSI CONCRETE FOOTING
3. CROSSWALK PAVEMENT MARKINGS MUST BE - � LAMP.RUN#12 THHN COPPER,(RED,WHITE AND _ '
�r FINISHED GRADE GREEN FROM BASE TO TOP OF LIGHT.USE 5#4's CONT.
ACCOMPLISHED THROUGH THE USE OF ) °
Z REFLECTIVE PREFORMED PERMANENT �-ZINC PLATED ANCHOR BOLT POLARIS CONNECTORS FOR CONNECTIONS IN
- _ � PAVEMENT MARKING PAINT WITH REFLECTIVE ? ASSEMBLY PER MANUFACTURER'S HANDHOLE AND IN BASE OF LIGHTS.THE LIGHT IS � COMPACTED OR UNDISTURBED
� W SPHERES APPLIED TO THE 4VET PAINT PER NYS � RECOMMENDATION TO BE MOUNTED DIRECTLY INTO CONCRETE BASE �a SUBBASE
_ � ¢ � y D�awing Title
DOT STANDARDS AND SPECIFICATIONS. USING FENDER WASHERS,2 INCH OD 1/2 INCH ID c�r
� o . FINAL LAYOUT AND INSTALLATION SHALL BE q ��ELECTRIC SERVICE-SEE NOTES AND 118 INCH THICKNESS,AND LOCK WASHERS.
� = COORDINATED WITH qTY DPS AND DPN/. �
� � ��,�.-4000PSIREINFORCEDCONCRETEBASEWITH SEAT WALL Site Details
� SONOTUBE FIBER FROM 24"DIA.(8 EA.#4 VERT.
- BARS EVENLY SPACED WI3"COVER) � SCALE:NTS
Planning Board#xx.xxx
�20„ �GROUND ROD PER N.E.C. A roval
��
�UNDISTURBED SUBGRADE OR COMPACTED TO
90%STANDARD PROCTOR Approved under authority of a resolution adopted p��,.,,;,,�No.
- by the Planning Board of the City of Saratoga Springs.
_� PEDESTRIAN CROSSWALK TRIPLE HISTORIC STREET LIGHT Chairperson L-6.1
�-�E 3
_ SCALE:NTS 6
__ SCALE:NTS
"" Date Signed,
11� � NOTES: �
� ��� �' 1.ALL FASTENERS TO BE ST,4INLESS STEEL
d The LA GROUP
� � f f��T 2.SEE LAYOUT PLAN FOR LOCATION&ORIENTATION OF STRUCTURE. 5/S"�X 18"J-BOLT LATCH
.i
,o `�ti 1� �� 3.PROVIDE SHOP DRA�i�/INGS PRIOR TO ORDERING ANY MATERIALS W��NCHORS Landsca Architecture&En P.C.
o �/-Ci pe gineering
�• y/
�/ ���� \ �/ 8"DIAM.N/HEEL WISEALED P ple.Purpore.Place.
BEARINGS ANCHORED TO END
��� ��;=� �\ = �HRU BOLTS,WASHERS,NUTS 40 Long Alley p:518-587-8100
� �y ,�'� Saratoga Springs �518-587-0180
�� O O \� -�l,l i � &C O T T E R P I N NY 12866 www.thelagroup.com
��p ;,�/ r� y�-
� � � /_/� � NOTES: Unauthorizedalterationoradditiontothis
� y / -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE document is a violation of Sectlon 7209 of the
\�
� AS IN THE NURSERY.-THIN BRANCHES&FOLIAGE AS NewYorkState Education Law.
! ��a �/ r— DIRECTED WHILE RETAINING NOR�AAL SHAPE OF TREE.
�� � � / `�� NEVER CUT A LEADER. ;y the LA Group 2017
y -,�rY���'�� -TREE SHALL 8E PLUMB&STRAIGHT.
1225" s Zr_1, �.
t
' / 1"fd CAP IN PAVEMENT LATCH DETAIL Prepared for
PERSPECTIVE VIEW SIDE VIEW � STAKE AND GUY TREE-CONTRACTOR SHALL PROVIDE --�—�
METHODANDMANUFACTURERSAMPLETOOWNER'S j 353 Broadway
EQ. EQ. REPRESENTATNE FOR APPROVAL. i Acq u i s i t i o n s,L LC
72�� NEATLY WRAP ALL DEqDUOUS TRUNKS TO A HEIGHT OF
THE SECOND LOWEST BRANCH(FALL PLANTING ONLY) 353 Broadway
3"DEPTH PINE BARK MULCH(OR STONE);PULL MATERIAL I Saratoga Springs,NY 12866
AWAY FROM TRUNK. I GATES TO BE CONSTRUCTED OF 4"X4"TUBULAR METAL POSTS
TES: I W�3"x3"TUBULAR SUPPORT MEMBERS
.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH SEE HINGE&LATCH DETAIL ENLARGEMENTS
3"HT.PLANTING MIX SAUCER 5�_��� I
MANUFACTURER'S SPECIFICATIONS.
.DO NOT SCALE DRAWING. AMENDED PLANTING MIX,COMPACTED HINGE DETAIL(SEE ENLARGEMENT)
.THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, - CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER 4"X4"TUBULAR METAL POSTS(TYP)
ENGINEERS,CONTRACTORS,CONSULTANTS AND DESIGN ' BACKFILLING BUT BEFORE MULCHING.DO NOT REMOVE
PROFESSIONALS FOR PLANNING PURPOSES ONLY.THIS BURLAP. 1
� DRAWING MAY NOT BE USED FOR CONSTRUCTION. / COUNTER SINK NUT&WASHERS @ BOTH ENDS
.ALL INFORMATION CONTAINED HEREIN WAS CURRENT NATIVE SOIL DRAINAGE MOUND,COIv1PACTED TO 92%
AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED UNDISTURBED SUBGRADE �" 4"X4"TUBULAR METAL POST
AND APPROVED BY THE PRODUCT MANUFACTURER TO
BE CONSIDERED ACCURATE. NOTE:PROVIDE 3 HWGES @ EA DOOR,
.CONTRACTOR'S NOTE:FOR PRODUCT AND COMPANY D E C I D U O U S TRE E P LANTI N G SPACED 16"O.C.
INFORMATION VISIT www.treetopproducts.com AND SEARCH 4 LATCH DETAIL
THE STOCK-KEEPING UNIT(SKU)2ZK2046. scn�E:Nrs (SEE ENLARGEMENT) 3"X3"TUBULARSUPPORT MEMBER(TYP)
� 32.50" �� 32.50" I O SPACE SHRUBS AS INDICATED -
�` o � ON PLANS 4"X4"GATE POST
3/4"STEEL PIPE WELDED TO ANCHOR PLATE
�'' ^"�� ROOT FLARE SHALL BEAR SAME GATE DETAIL &BOLTED TO DOOR
FRONT VIEW `�
r a RELATIONSHIP TO FINISH
6'PAR K B E N C H D E TAI L �,w �W�' GRADE AS IT BORE TO 5'e°�"'"�E�-B°�T
1 c„�� PREVIOUS EXISTING GRADE
SCALE:NTS �,�� �^''
HINGE DETAIL
o Q 4,Y� �� p 3"DEPTH SHREDDED BARK
MULCH;PULL AWAY FROM
�^'o a°4f ROOT FLARE.
CUT AND REMOVE BURLAP
OVERALL WIDTH z FROM TOP 1/3 OF ROOT BALL UPPER AND LOVVER CROSS
38 98„ � SUPPORTS TO BE 3"X3"
ro PLANT SHRUBS IN EXTRUDED TUBULAR STEEL
9 84„ 9 84„ 1 7I8"O.D. _ z CONTINUOUS BED OF SECTIONS
�� �� SPECIFIED PLANTING SOIL
UNDISTURBED SUBGRADE
12 FASTENERS TO BE STAINLESS
MIN. STEEL BOLTS OF TYPE,SIZE,AND
� �r1 SHRUB PLANTING FENCEMAN FOCMURERDBY
w_ V SCALE:NTS
_(V
J(�
Q M
wh'� SET CROWN FLUSH VVITH EXTRUDED STEEL VERTICAL
o �� 3.94" TOP OF MULCH LOWERED FENCE
COLOR:WHITE
,i _ ----3"BARK MULCH R P�ojectTitle:
_ o - -- I
v
o z f�---PLANT PERENNIALS IN POSTS TO eE 4"X4"EXTRUDED
� CONTINUOUS BED OF TUBULAR ALUMINUM SECTIONS
FRONT VIEW � I 5' I SPECIFIED PLANTING SOIL WITH SOLID END CAPS-IMMBED 19 W a s h i n gto n
SIDE VIEW SURFACE MOUNT PLATE 36"INTO FOOTING
��
_��COMPACTED/UNDISTURBED 19 Washington
NOTES: � ji��'� ,— SUBGRADE Saratoga Springs,NY 12866
1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. '�IN:�
2.°°N°TS�A�E°RAW�N�. PERENNIAL PLANTING
3.THIS DRAWWG IS INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS,CONSULTANTS AND DESIGN �
PROFESSIONALS FOR PLANNING PURPOSES ONLY.THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.
4.ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND SCALE:NTS
APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
5.CONTRACTOR'S NOTE:FOR PRODUCT AND COMPANY INFORMATION VISIT www.treetopproducts.com AND SEARCH THE JOINT SEAL PER SPEC.
STOCK-KEEPING UNIT(SKU)7ZT7041. �
� -...
BIKE RACK(5 BIKE SYSTEM) TOOLEDJOINTW/1/4" TOOLEDJOINT5'O.C.ORAS •
2 RADIUS EDGES AS SHOWN ON PLANS&OTHER • ° tr
scn�E:Nrs .� SHOWN,TYP. . �� DETAILS OR TO MATCH EXIST. y���.I ����• ��'I I��a.� FOOTINGS TO BE 4000PSI
SCORE JOINTS.TOOLING
�e a�� � �� ' � +g � CONCRETE-SLOPE TOP OF
� PREMOULDED JOINT FILLER e°� � SHALL ALSO OCCUR AROUND _ '.I ..I a
� �o°a I FOOTING TO N/ASH
� � ENTIRE PERIMETER OF CONC. `•..,� • I,•':
TOP RING TOP RWG EXPANSION JOINTS TO OCCUR 60'O.C. I I PAVEMENT. '�J �:�:• I I'�':
JOINT STEEL PIPE Yz"JOINT MAX&AT ALL CURBS,WALLS,$WHERE L� �"JOINT U; iJ
SHOWN ON PLANS OR OTHER DETAILS
� y ProjectNo.: 2020049
SCORE JOINT
OUTSIDE RING 23�" EXPANSION JOINT oeawg�, Hsnn cn k�d: nncel
Date: 3/18/2021 Scale�, 1"=20'
MOUNTING BOTTOM
META�S�ATS PLATE OUTSIDERING 7 CONCRETE EXPANSION,SCORE JOINT ENCLOSURE FENCE&GATE
31"
9 Rev Des<nption Date
%s'MOUNTING HOLE SCALE:NTS
SCALE:NTS
%s"MOUNTING HOLE
� BOTTOM CHANNEL z4��
BOTTOM
TRASH RECEPTACLE OUTSIDE RWG D�awing Title
BASE PLATE
NOTES:
Site Details
� 1.WSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2.DO NOT SCALE DRAWWG. �� `iN �i� Planning Board#xx.xxx
= 3.THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS,CONSULTANTS AND DESIGN � Approval
PROFESSIONALS FOR PLANNING PURPOSES ONLY.THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. -
4.ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED 1"RIBS NOTES:
AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 1/2"X1"X114"THICK GRINDING �• SLOT WIDTH IS 114"MAXIMUId,MEETS ADA COMPLIANCE. Approved under authority of a resolution adopted p��,.,,;,,�No.
-- 5.CONTRACTOR'S NOTE,FOR PRODUCT AND COMPANY INFORMATION VISIT www.treetopproducts.com AND SEARCH PADS FOR LEVELINGTYP.4 2• TREE OPENING SIZE 24" by the Planning Board of the City of Saratoga Springs.
THE STOCK-KEEPING UNIT(SKU)4ZT4049. OR MORE PLACES. 3. STEEL ANGLE FRAME REQUIRED.FOR INSTALLATION USE MODEL M60X96F
`a 4. OUTER FRAME DIM.IS 3l4"±1l8"GREATER THAN GRATE.. Chairperson L—6.2
=��E 3 TRASH RECEPTACEL(OPEN RING TOP) 8 TREE GRATE DETAIL
SCALE:NTS
SCALE:NTS
Date Signed,
SAW-CUT EXIST.PVMT.IN TRUE LINE.KEY PVMT.AS SHOWN. �
TACK COAT EXPOSED EDGES OF EXIST.PVMT.PRIOR TO r\j t #30 ROOFING FELT � WATER MAIN �46" �
PLACEMENT OF NEW PAVEMENT. g• %���� ` GRAD THRUST BLOCK �� � (OR SEWER
�{r /r<< FORCE MAIN
LAWNRESTORATION PVMT.RESTORATION MIN. ;i�\t ����`�� � ���f�'��'� ���`�`�� ) TI I�LA GROUP
TOPSOIL&SEED KEy EXIST.PVMT. � •� /}:�., � � --�-�" �j�F
NEW PVMT.,SEE DETAIL ., �`.� �. CONCRETE
AS SPEGFlED �T. � r`:' �,= THRUST CIRCULAR FRAME AND COVER;
� � ��-� �r BLOCK HEAVY DUTY FRAME, 1.andscape nrchitecture�.Engmeermg P.C.
,�� �,� � SCHEDULE) NEENAH R-1795-J
� ,, ^;� SUBBASE MAT'L.;REFER f��rZ/��ti r��/ �` O � � {�/, ;,,� m,-� p. MANHOLE ORAPPROVED EQUAL p p
�'�T`�T"` 4,000 s.i. P!e�r ore.Pl�.
�f-I� 1 �� � TO NEW PVMT.DETAIL "�/T�/ �' -rti?j�, f'o r��
f�� �1 � � (�' 'h� ;�' TH�� HEAVY DUTY FRAME AND GRATE;
1�� ���;! �\� Yls UNDI9TURBED 40Lon9gAlPleyg �518-587-8100
r
I I�'� O �, ^� YI�� Sarato a 5 rin s 518-587-0180
�Ill_� -� z �_ " y SOIL .?b„ CAMPBELL N0.2816B WITH GRATE I�iY 12866 www.thelagroup.com
i i �_ y.�� SECTION A-A ��7 OPTION OR APPROVED EQUAL
-:�;%j� �_= BURIED IDENTIFICATION PLAN (NP) .� ALLOW 2"FOR FINAL
p 3. � ���a- WARNING TAPE < �` ADJUSTMENT OF FRAME
O �Uw"' ,� II�-,. ��.K Unauthorizedalterationoradditiontothis
� �.'z= - document is a violation of Sect�ion 7209 of the
� F �� �I � l ` `}` NewYorkStateEducationLaw.
I�p J � FRAME TO BE MORTARED TO
FINAL TRENCH BACKFlLL
m J q� �
¢J _�. , �.. � ' ,. TOP OF CATCH BASIN WITH
�� , � ` ( ) �._ `F `�__�:�L .�'t` �, � � , A
_�,
�� i�z I, SEE NOTE � < '' � CATCH BASIN _ . p
NON-SHRINK GROUT.ALLOW �the�A Grou 20�7
¢� � y,'.,; �r,,, � M6„. FRAME.
• 2"FOR FINAL ADJUSTMENT OF
> � o.�. . ::�.,.�, ,e�. . 2�_6�� p
>w Ili`� � �' ._.:
./�,�� � Pre ared for
x �.o z° (�. � ��:_ MIN.I.D.*" STORM SEWER PIPE TO
Q ��°���°�°�°� � � z�_;� = , � 353 Broadway
' i D� , ��- �► � z BE MORTARED IN PLACE
� _o Q�Qo V�' } PIPEZONEBACKFILL ^`>T\i�U\���'� /�\�i,\�,;��f � �� � � KNOCKOUTPANEL �
/\\/\' \/\ � r �r EACHSIDE 12"TYPE2CRUSHEDSTONE Acquisitions,LLC
O.D./2 ,., .. , ;�,:,,<,'� z _
. � = �� �-� � A� <o ON UNDISTURBED SUBGRADE 353 Broadway
6"MIN. `. _ ��----;, PIPE ZONE BEDDWG MAT'L NOTE:RETAINING GLANDS ACCEPTABLE _ �A A` � SdYdtOgd SpYiY1g5,NY 12866
FOR USE AS APPROVED BY CITY
7` � NOTES: ENGINEER.
PIPEO.D.+Z4" � SECTION
MIN. 1.FOR REQUIRED eEARING AREA AN�DIMENSIONS L AND D, 5.APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: ���
SEE SCHEDULE BELOW.\/ALUES OF L AND D OTHER THAN Vt-LD(W+I.D.)-I.D. 3, �6 NOTES:
THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY �� �'�9jN 1. CONCRETE-4000 PSI @ 28 DAYS MIN.
YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT WHERE: 2. MIN.REWFORCMENT:6X6-10/10 WWM,ALL FOUR SIDES AND BOTTOM
ITEM DEPTH MATERIAL NYSDOT SIZE METHOD OF V=VOLUME IN CUBIC YARDS (CONFORM TO ASTM STD.A-615)
PLACEMENT REQUIRED. L=LENGTH OF BLOCK IN FEET
3. ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET
2 CONCRETE NOT TO OVERLAP ANY JOINT. D=DEPTH OF BLOCK IN FEET N.Y.S.D.O.T.HIGHWAY LOADING H-20.
PIPE ZONE BEDDING 6"MIN.+ CRUSHED 1&2 MECHANICAL W=WIDTH OF BLOCK IN FEET
PIPE O.D./2 AGGREGATE COMPACTION I.D.=WSIDE DIAMETER OF PIPE IN FEET
3.CONCRETE TO 8E PLACED SO AS NOT TO INTERFERE WITH MAN H O L E/CATC H BAS I N
PIPE ZONE BACKFILL 12'MIN. CRUSHED 1&2 MECHANICAL REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 6.REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE
COVER AGGREGATE COMPACTION SOIL BEARWG CAPACITY OF 2000 ps.i.(MEDIUM CLAY)WITH A � SCALE:NTS
FINAL TRENCH BACKFILL VARIES SELECT 203.07 MECHANICAL 4.BEARING AREAS FOR THRUST BLOCKS FOR WATER MAWS SAFETY FACTOR OF 1.7.PRESSURE OF FLUID FLOW IS BASED
GRANULAR FILL COMPACTION LARGER THAN 12"DIA.TO BE APPROVED BY CITY ENGWEER. ON A 300'HEAD.
7.IN MUCK,PEAT OR RECENTLY PLACED FILL ALL THRUST
NOTES: SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID
1. ALL PIPE ZONE BEDDING,PIPE ZONE BACKFILL,AND FINAL TRENCH BACKFILL SHALL BE PLACED IN FOUNDATIONS OR BY REMOVAL OF SUCH UNSTABLE
6 INCH MAX.COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT
COMPACTED TO THE SATISFACTION OF THE ENGINEER. STABILITYTO RESIST THRUSTS,ALL AS RE(1UIRED BY THE
2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. ENGINEER. CAST IRON MANHOLE FRAME AND COVER
SOLID COVER LABELED"STORM"
TYP I CAL T R E N C H REQUIRED BEARING AREAS&DIMENSIONS FOR CONCRETE THRUST BLOCKS CONTRACTOR TO GROUT TO FINISHED GRADE CONTRACTOR TO PROVIDE GRADE RWGS/RISERS
TEE 90°(1/4)BEND 45°(1/8)BEND 22'��2�(1/16) 11-1/4�(1/32) I
SCALE:NTS BEND BEND
PIPE AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS �
SIZE SQ. SQ. SQ. SQ. SQ. j
INCHES FT. D x L �, D x L F7, D x L �, D x L F7, D x L HYDRODYNAMIC SEPARATOR,CDS-4
4 1.4 1.0 x 1.5 2.0 1.0 x 2.0 1.1 1.0 x 1.5 .6 .5 x 1.5 0.3 0.5 x 1.0 I BY CONTECH OR APPROVED EQUAL
6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 24 1.5 x 20 12 1.0 x 1.5 0.6 0.5 x 1.5 j
FINISHED GRADE�
\� 8 5.7 2.0 x 3.0 8A 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 I
10 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 X 2.5 1.7 1.0 x 2.0
(
Z INLET PIPE,�` � ��OUTLET PIPE,SIZE
� THRUST BLOCK DETAIL INDICATED y" � ASINDICATED
� 4
� I I SCALE:NTS
L FULL LENGTH OF PIPE L
CENTERED ON SEWER LINE INSIDE FACE OF MANHOLE
❑ 0� I
MORTAR AFTER INSTALLATION FLEXIBLE NEOPRENE BOOT SEAL '
z HOLDING BOOT ASSEMBLY W CORED HOLE �
� SELECT GRANULAR
� WATER LINE �BACKFlLL
ALUMINUM ALLOY KORBAND STAINLESS STEEL r P�ojectTitle:
BAND CLAMP I
SANITARYSEWEROR � 19 Washington
STORM SEWER 2"PROJECTION INTO M.H.AT
PIPE SPRINGLINE �
19 Washington
•SEE NOTE � Saratoga Springs,NY 12866
I I � I I �
FORM NEW CEMENT -�-�- �
NOTE: INVERTFROM NEW PIPE TO I I I I I
(REFERENCE-"TEN EXISTING M.H.INVERT. INVERT
STATE STANDARDS") I
WHEN INSTALLED PARALLEL,ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10',EDGE TO EDGE.IF MINIMUM CANNOT BE MAIN- TOP OF BASE SLAB �� i
TAINED,WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER,WITH BOTTOM OF WATER MAIN ' :
18"MINIMUM ABOVE TOP OF SEWER PIPE.WHEN CROSSING,MAINS SHALL BE INSTALLED TO INSURE 18"MINIMUM VERTICAL SEPARATION BETWEEN PIPES, Iz I
OUTSIDE TO OUTSIDE.WHERE WATER MAIN IS UNDERNEATH SEWER,ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO o _____ _j
PREVENT DAMAGE TO N/ATER MAIN.WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS,THE SEWER SHALL BE DESIGNED AND CONSTRUCTED 3'-0"MAX. ---------
PRECAST CONCRETE � 18"MIN.CRUSHED STONE
EQUAL TO WATER PIPE,AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. co
BASE SECTION �
LL COMPACTED SUBGRADE
UTILITY CROSSING DETAIL CONNECTION TO EXISTING MANHOLE DETAIL ^7.� HYDRODYNAMIC SEPARATOR
2 SCALE NTS 5 SCALE NTS V SCALE NTS
1 PIPE LENGTH(18'-0"MIN.) PROPOSED FINISHED GRADE END CAP FOR FUTURE PROPERTY LINE,R.O.W.OR Project No.: 2020049
OR EXISTING GROUND LINE CONNECTIO EASEMENT LIMIT
6"SADDLE WITH STAINLESS STEEL Design: K�T
STRAPS PER MANUFACTURER � 45°OR 30°BEND AS REQ'D orawn: KLT Ch'k'd: DBH
(2)314"0 THREADED TIE RODS, TELESCOPIC PATTERN RECOMMENDATION,ROMAC Date: 3/18/2021 Scale�, 1"=20'
WASHERS&NUTS AS SPECIFIED; VALVE BOX PER CITY INDUSTRIES,INC.
� ------- 2"x 4"PRESSURE TREATED
APPLY(2)COATS OF COAL TAR OF SARATOGA SPRINGS � �STAKE rtev: oes<ription: oate:
EPDXY PAINT FOLLOWING STANDARDS I - ----F--
ASSEMBLY(20 MILS MIN.DFT PROPOSED 10"x6"TAPPING 12"SEWER MAIN BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY-
TOTAL),NP. EXCAVATION BACKFILL � SLEEVE AS INDICATED ON THE i 6"MINIMUM MIN.SCH.40 PVC
AND COMPACTION PER � PLANS � MIN.SDR 26 PVC
MECHANICAL JOINT RETAINER CITY OF SARATOGA o
SPRINGS STANDARDS EXISTWG 10"DUCTILE IRON
GLAND FOR DIP PIPE,AS REQ'D. ? PIPE WATER MAIN SEWER SERVICE CONNECTION-PLAN
�
- 3��+
6"0 DIP,CL 52,N/ATER MAIN PER FINISHED GRADE REVEA
- CITY OF SARATOGA SPRINGS
STANDARDS.AS INDICATED ON
THE PLANS. 3,000 PSI MIN. � D�awing Title
w
� CAST-IN-PLACE > SLOPE:2%MIN.(114"PER FOOT)
� ; CONCRETE THRUST 45°OR 30°BEND-z
: ..�,a AS REQ'D p 2"x 4"x L PRESSURE-TREATED STAKE
BLOCK � _------ SETPLUMBATENDOFLATERAL Site Details
7 . � UNEXCAVATED/ a � . PIPE BEDDING AS REQ'D
� � " �UNDISTURBED � __ �
� o EARTH
�� 45° / UNDISTURBED SUB-GRADE Planning Board#xx.xxx
+ �
t Approval
�. ....:1� .
=a� CRUSHED STONE PIPE BEDDING,AS 12"X 12"SOLID PRECAST MECHANICAL JOINT TAPPING VALVE&M.J. � �'���� . � � Approved under authority of a resolution adopted p��,.,,;,,�No.
� SPECIFIED CONCRETE BLOCKS(6"MIN.THICK) RETAINER GLANDS PER CITY OF SARATOGA ,�o by the Planning Board of the City of Saratoga Springs.
SRPINGS STANDARDS
�� SEWER SERVICE DETAIL L-6.3
CONNECTION TO EXISTING WATER MAIN DETAIL Chairperson
�mE 6
-N LL � SCALE:NTS
SCALE:NTS
Date Signed,
L HEATED CONCRETE PAVERS �
38 � GEOTEXfILE FABRIC ON TOP OF SLAB AND Th e LA G ROU P
FG
I AT EXPANSION JOINTS IF NEEDED.
HYDRONIC TUBING,6"MIN.FROM EDGE OF Landscape Architecture&Engineering P.C.
SLAB TO AVOID DRAIN HOLES.
58 I p ple.parpore.Pl�.
PV 1 1/2"DIA.DRAINAGE HOLES IN SLAB.SPACE 3'O.C. 40 Long Alley p:518-587-8100
I ALONG LOWEST EDGE OF PAVER FIELD.FILL WITH
RAILING TO MATCH ARCHITECTURAL BALCONIES PEA GRAVEL 2"MIN.CLR FROM EDGE OF SLAB Saratoga Springs �518-587-0180
— NY 12866 www.thelagroup.com
J �� � HEATED CONCRETE PAVEMENT
155 I .�. � EXPANSIONJOINTWITHDOWEL.REFERTOPLANS Unauthorizedalterationoradditiontothis
,'{ SS al��I�' document is a violation of 5ection 7209 ofthe
�� FOR LOCATIONS.FOR CONSTRUCTION JOINTS, NewYorkSt�te Education Law.
6 �� ° ���.�i�i��° .. CONTRACTOR SHALL SUBMIT PLAN TO OWNER'S REP.
F —
I °
G ,� �
FOR APPROVAL COORDINATE INTERFACE WITH
I2" RADIANT HEATING SYSTEM DESIGN. ,y the LA Group 2017
12"
I 6" 1/2"X 18"EPDXY COATED SMOOTH STEEL DOVVEL Prepared for
PRNACY PLANTERS AND COMPATIBLE WAXED SLEEVE.LOCATE 18"O.C.
I11/2"-2"INSULATIONBOARD 353 Broadway
1232 CONCRETEPAVINGSUBBASE Acquisitions,LLC
SS � I— SUBGRADE COMPACTED TO 90% 353 Broadway
+++++++++++++++ NOTES: STANDARD PROCTOR Saratoga Springs,NY 12866
CONCRETE PAVERS ON ROOF 11 16 1. THE DESIGN OF ALL RADIANT HEAT COMPONETS SHALL BE
qy PEDESTAL FG PV VERIFIED BY MEP ANDIOR PRODUCT MANUFACTURER
P� 591 PRIOR TO CONSTRUCTION AND PER CITY STANDARDS.
SS 2. HYDRONIC TUBING AND JOINT INTERFACE SHALL BE IN
ACCORDANCE WITH PRODUCT MANUFACTURER
RECOMMENDATIONS.
++++++++++
RA,�,N�TOMAT�HAR�H,TE�T�RA�B,���oN,Es 2 CONCRETE PAVER AND CONCRETE PAVING INTERFACE
SCALE:NTS
SS1 PERMEABLE CONCRETE UNIT PAVERS.3 g'MIN.
THICKNESS.FILL JOINTS WITH BEDDING STONE.
CONTRACTOR TO PROVIDE COLOR SAMPLES TO
� OWNERS REP.FOR SELECTION.
PRIVACY PLANTERS
54 2"BEDDING STONE,AASHTO N0.8
FG
4"COMPACTED STONE SUBBASE,
AASHTO N0.57 COMPACT TO MIN.
70 95%STAN�ARD PROCTOR
PV CONCRETE PAVERS ON ROOF PEDESTAL 4"PERFORATED PVC UNDERDRAIN
8"COMPACTED STONE BASE
COURSE,AASHTO N0.2.
——————— COMPACTED TO MIN.95%
STANDARD PROCTOR
�FILTER FABRIC,MIRAFI 160 N.
CONCRETEPAVERS
EXISTING UNCOMPACTED
SUBGRADE OR ENGINEERED FILL
WITH MINIMUM PERMEABILITY RATE
�
POROUS PAVERS OFATLEAST10"IHR
SCALE:NTS
Q ROOFTOP GREEN ROOF
^ � � 36 �2ND FLOOR GREEN ROOF
� ------i
' � FG �-----------------------------ii i
i i i i
i i-. 'i
i i
i ��
i
� i
i �
i �
i EXISTING i
BUILDING i P�ojectTitle:
GREEN __if (ADELPHI HOTEL)i
ROOF- i i
PATIO GREEN ROOF i i
� , ; 19 Washington
� �
; � 19 Washington
' Saratoga Springs,NY 12866
�.� �--------------------- �-
/� GREEN ROOF i
~ TERRACE J GREEN ROOF GREEN i.-
LEGEND sE�ow RooF '' I
l:t.� i-', i AREADRAINI PLANTWG
"'-+' i - INSPECTION CHAMBER
3.5"ENGINEERED SOIL,
GREEN RO nOF PATIO i ZINCOBLEND E OR
6 � �APPROVED EQUAL
PERENNIAL �_g,2 i
SEDUM MIX BUILDWG i I�'�����T I i i—_.� — � — —""'-" FILTERSHEETSF
EXISTING i
��DRAINAGE LAYER,
(RIP VAN DAM)i i FLORADRAIN FD 25-E OR
i -,�1�I I I—I I I—I I I—I I I I I I—I I I—I I I—I I I APPROVED EQUAL
��EXISTWG i k�-11L=I1L-Lll-.111-. ._I1L-LIL-1J _.Il.-�PROTECTIONMATTSSM45
PLANT LIST
BUILDING ���� � �— 1, ROOT BARRIER WSF 40
i
SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/ (�1DDAINISTRATION !� BY OTHERS —___= ____= eY OTHERS
SPACING OFFICE) � � �;. � � �
�
PERENNIALS/GROUNDCOVERS EXISTING i
BUILDWG i �INSULATION
FG 145 Festuca glauca�Elijah Blue Blue Fescue #2 cont. SEE PLAN (STARBUCKS) � � WATERPROOF MEMBRANE
TERRACE BELOW I TERRACE BELOW i � �� Project No.: 2020049
Panicum virgatum i ; i - ROOF STRUCTURE Desi n cnni
PV ts3 , Red Switch Grass #2 cont. SEE PLAN ______________� �I g
Shenandoah' < - - '
� � ' ROOF DRAIN Drawn: HSM Ch'k'd: MCB
ss 4,059 Sedum Mix Sedum Mix ,s•o.c. KEY-LAYOUT PLAN oa=e: 3,18,Zo21 S�z�e 1=Zo
� . Rev: Des<ription: Date:
GREEN ROOF LAYOUT&PLANTING PLAN GREEN ROOF
1 SCALE 1=10' � SCALE NTS
BRICKSLOT 100 HEEL
SAFE GRATE BY ACO FRAME AND GRATE(G)
DRAIN,OR EQUAL OR FRAME AND COVER
TRENCH DRAIN (C)AS INDICATED ON FINISH GRADE
- THE PLANS
UNIT PAVERS
��
NOTES: D�awing Title
W 1.A MINIMUM CONCRETE STRENGTH
� �" •�=��� - �-��� ��--�- OF 4000 PSI IS REQUIRED.THE �
F CONCRETE SHOULD BE VIBRATE� 12"MIN. SELECT GRANULAR BACKFILL
a \ TO ELIMINATE AIR POCKETS. IN ACCORDANCE WITH THE S ite Deta i Is
� \ PVC INLET DRAIN z� SPECIFICATIONS
z `CRUSHEDSTONE �� Planning Board#xx.xxx
_ Q SUBBASE z �� Approval
-- �� 6"HDPE CAST IN FORM OUTLET, CRUSHED STONE A roved under authorit of a resolution ado ted
ACO DRAIN K100 OR EQUAL PP Y p ora�-���g No.
CONCRETE COMPACTED SUBGRADE by the Planning Board of the City of Saratoga Springs.
4"MIN 4"MIN SEE NOTE 1
_� TRENCH DRAIN YARD DRAIN Chairperson �—C.4
�-�E {^-�
— � SCALE:NTS V SCALE:NTS
"" Date Signed,
�
The LA GROUP
Landscape Architecture�Engineering P.C.
People.Purpote.Place.
40 Long Alley p:518-587-8100
Saratoga Springs f.518-587-0180
NY 12866 www.thelegroup.com
-- " I
, _,
. .-a-_-'_- �' _" ,�-�-="'� n7209ofthe
.Ar="'Y _ _ `
__---' `"' Ne v Vo k State Educat on Law
; _,. .__. ..-„ . � . -
_' '- -'-"-' ocuineit volat-
__
.- "
J. ,_ . _„ � ..
.,a-' ��____ �"�� .. _ _ _ �
_--_ - -_"-' ;". .. _-
i' ��; �; `-) ; _,_= � �'` .m_ ` l I� a ' � � oci,e�n���pzai�
� '-- - _, r ;� _ ' 3 ' I i.
i
- ' "�: (� ri � � :�i �,ii� ` ,
� i r � nx
._, .� -� .. , ��:% �f�_ � --
c�
.. e _a ... ,.,. ,..E _ - � .. --
'� - -� - ... ��� n,� ,���'�
'� ;:� 45 �..J . I - -� - -- _. - � - I � _� p iedfor
,i - �. �
-" �'r�s -<< -s
f -, . �i..�- �-� P _
�, c � - - � , �.� - �{ .�
, F � � � `� �I I d I ,<
p � ,I _ � . - � [ , , , __
� I
,,,
r
, q�4� - �- f���l ,a�3 �
„ I
/�i J Y _
i
• me z
Id h.
^ ,i�_ i' -� I��� ___ '.__. � _ _ _I
II . . ; � � _- - _
�
' _ - _ . - i � �..' � � .
i ,.F I� , . in I a. .✓.i - , ''.
i� _ _ _ �� 353 Broadway
, „ r�
— —
\ �I� �,� r � I I
� �_ � -��- � ��� ��� � � a � , � �� '' � �����_ I � i � ,r�� - - ��� Acquisitions,LLC
.9 ,� .. _ d-��� N29�� �'�'��� � �� � r=� �,�_ � -
, e �..
� . ., , o, �I ," � `� S53 Brgad pay
� i - Y 12866
I M 9 �
� ., t_ , - I � f
u , e ��,I.-_=a - I a a o a S rings,N
i�$ � d
, ,
�� �" ' I I
_ . ' = � ;a.� ` � . II . e I �e= - I �,_ ' �. m�A� `�I
'_
, . v
: I . . ., K .I.. _ I ', �,� � �j�
,,.. I � - �,io � I � � ,a� " [ , - � � �'•u �:�`W..I�.li;, I,�.
-_ _-_ �_-�_-_-"'-_ _ _ -_'�-- ._ ,... ..' ___- ,,, I���,,�.� ,,- '.-�.-r o ,°. :.. I .r., -`�.. %� �I.._. ..._I,_. _-. f�. �,�,�, � 1'�.
I {I a,� � �� '���.,a�. �l�Ya' .� ,,._� ��I/� .�a �1
.: �I '`;�� ' �`" I Lu 1 _�': _
I I '�. II i - �n -. - _. - I _
so , ozkad „, �I �: �, �-, h u;� I
-
� � � � ci
� _ : �, o � '� .» . , , � :;' . � - r
�����; F2�r.�F:��r 9z9� �i�, ii���_�� � �^ -. .I a d�'� III S"„ o: ��-f9'° II
i:-�� I I �I� �� ,<., ; ', "�..:�,...��T�� [__ � ' � TI���� �I n _ _ _ I,, ..
, � -�L
._ , �c��E� �i� �;3 yz,_.z 1, ,I , ., __ �L -- - .= IIrS r�� 141�... i , q I� �. .,:�. , �t _- _ t.e�l s[I!�
' � ,�, ., , . .. -_- - �_
„ ,„ �� ` -'- ', ��E I I �, _ _ _ �,rt y��
� � � � 9.�� ==
, --
F �
, r �; f��� u�� t� - -
.
�
� �I �_' C•.��-�i.. I�' _� �.i -. ,� � e� -E s�-- � �,_i - -�'`=%`��� .j� ii I Y� 9
y [ - -
�:.a,�.,�-� , � -� ��. �
������ I,`' �'� I ';�, -I--_—� _ I_ ,'y � �i. ..! .p - II�s �'��f I , H._ t z""': � ���i ��i z�.� -,�1Sc� � ((�°aRr�^ J�
,. _�. � ,; ��� �� -- , I:�.�. . ,�� � I� ,. �t _ �I`�, I �� ,� -_- �i �'`�8 .�. ��u<.II ".i'r'"� �'�, Il. �s.cc.�5 Y 'x;.,
„:
--
., , a I
;r� J. :� i I . � ��'k ��:�.W:- w I ii. r�� '<�� �o� {�;:I •' I�- - .�_,
,� � � I
.I.. �` � _� . . `� T� � '� s�- 6., '�.. r�r.�M �_-;�_ ._ _ {�i�I•-r-*�� f _LI _
i
�a„� i , � _ . � , �
.., �
� �-
,
� , . r ,
� I � I' �:n� � �� :s;��� �� w�r i s I�� `I I -
� � -�-- --—'� - - - -� .._ g a-...-. I � �.� �I�'� �. .'..- rn
w
Q.a�e� i �6 ; ,M1,� --
- � , l I,I�o`- �I �f la --
�
� fi
�. . �� �y' �-I"-'--- � . �,: ,.., .., , ,.=1 ��,,'� ��- _ �, - -- -- � - �� - ------- -
, � �. � � J� .�a �
=3. , � • ;� ° � �w � � � '� �; v '����� � ,_�."_I -Lr' ,� _� I'�' � �' M �� --
, � {
�,'I � �, ,: '��e ;
� � �
��
�r�
;
�� ; '�'��, ','��I�I `_ _ ri.E»oa-,c���e;:_;asl� � �I` -.�,,,._ �'� _ }_ ,=9.�� ..1� 9•� l�'P. � ,v�.:
_
u--__,i �23���F.A IEI U�I S _ ' .;,,,. . r.o.a.��^; . I �.. � .. i�+
� �Vlr � v
.�- .,,�r N i ':. "'. .m� I��.
a n_.F
�L: y 6294'."l� im�...�,.�� � y _, �8 ,. ;Is , - ,I ...��� l�� W� �I t�1+: �- _
�
I ,a. wl
�
, i - �
E.
��� � �,���—-,��f__ _ _r`! � � .,_z 35�� ��� „ _. I��� �� � „ �, 1 �� �� __
:
� �
A
, — -
_� m �n� � � �
II - --
"�' _IIlE/�. � . - '. 9�Ps>.�� � � �
I'
' .a.. r� ���
�',�TEO ._-�IL� '�. �i�- vr.c ,�.i I
1 T -�-
_-,_-_-_�__�-- �+_�_ . _ . ..,-�, li .... k `
S
f , ,�i I '�r . �,
�
.
� .e �� _. -.__ - _ .
I . .0 . � . -- -�. _�.. �_, _ �,c � �I y I _" I. I��
. . ]F, , 6v}L ' rµ
� 9 ��� J �
I , , i nMna�miEnTts _ i amatri.��n-rs � I � � I
-� ` 9v ..v. ,•v . �.z ,.�> •._ I� ��"` i; 1.MPAMF,NPI'Y18T�RAGP� (=)
� .li G' ` ' , _.., � .._ l � � '
1.1'd1ih1VG ` ( � C{J �'\ � C�� 2.UFANIF.NI7'Y GSTGRAGF.) ��) - I
�., 'nl � �, tI V
E�rna�F��ry II-NC s_urn.rivr�amsxm s.ca�rvrntnmsant
iLLC.;UIILPI] �r'�- - .kll�'14:LRU�M� 4.HGTELAOOhIS
4.HOTEL BOH 5.HORZ.&VCR'I.CIltCUI�AT10V 5.I I[)It'/,.k V1�:H'I'.G1R[;L L.A'I 1()N
i.ii(1R7,.�TRT.'iR,11.ATI V fi.OFFICF.S�➢ATIIlt0�395-A71�1��1'IVC G.\MEt�`IT7`
� LOWER LEVEL BUILDING LAYOUT 3 SECOND FLOOR BUILDING LAYOUT 5 FOURTH FLOOR BUILDING LAYOUT
Scale:1"=40' Scale:1"=40' Scale:1"=40'
Pr ject Title:
r= ,
�
,
' � - -- - ' __ ---- � ' --- ----- ---- — ' n g t o n
;
��
�����- 19 Wa i
' J/ "_ -a'- ,��,'.,���.:�-.: _ .... i i _,- �'" �— < 19 Washington
'
_ � � �+I
- "J �, '' ,�,� Fi :i �, � - " .�� ";�I' �A � Saratoga Springs,NY 1�866
_ ,.`I "� .. ..
.. _
—
�- �.� � - i' �I � � yi � ' � ... <_ � �I
.� .�
n�,
:.
.-m�r; ,� .r y tr � �ry�' � ..a,. � �. �, , .. I �� �l �z, � � �, �,' +� � �- -'` �'��' l�... .�:
m � n
: �- � , ; � T I `_L - I� _ � - � � .--
i _
' - '�� .:�� d..
� ,
� ... � . _ _ „� .
.� � . �`--�a � .� . ( ,.. ... "' i ,._ ' �- .� '7� IT`. �'7 '�` i�
... . .- -- -- " `���
k-=== - �I ^ ..,.�.-� ; �
� .� '303,4fi ,c._.�..�_...�i � °�'u� .:JIIJ I _�n I `� �I"� _ _ _ _- � � � �/_
��-' di 3- �� � .�r ��F� �- � _ �
I I II .,..., x = �r �J-6h� �,� .�� `,� `s i
� � =� -- ; I I , � � ��
I - -i u iK o =___-6 _ � 4 .,'� '�'� _ �^ �a� � ., �..� �A`. 'I'I - - II A': y � .� � --�
�- +-
_ ��':
�, "' _ .
_� _
e� '"°S � u C__ � �. i �n, � � "
-�. � � i - , ... ��� .�7: _' - -- �p��� � - e
I _ I I
_
I I. -- � °,�. '�, ,' � ', r,� �. %' ,, I_e u I,',� ',. , ,
� ` ______II $"o.i4U �� �� .� �I,SV Y =II � , 'I I,r i. I I. 'f, ; `"- ��
9_�� r�i i ��� � ��.� ,1 �'� I I
°! �,�s ,_ ��� � I, � �;_ h
____
_
� � �"� u�, I . I I _
�� _ � � _ _ �— � - � _ �—
� �
� � , �v �
' _ ' I�- - =F� ._, i' .� I �` -
�
, �
: I- - ,� ;r , ,� i � I �v - �b . �
� — - - -�V a,l - �_-
——� - M,o .. � . �� :-�
_ - �_ �, nLL , L y� � �
��-— - .
' L. _ ,I �, ! � I u_ �r.
, i
, .�,��4=�,T� p�
t.� �� - ,� i . _ q3C4s � 3 � Y � I'�.I I � ��. � Im
6
r � _
_ .
� �,�., - µ� v�+-- ----�f
n+ __ !� __— � --m--�— - � ; ,�� I {n. � �� o-, r -
__ � Y � � . L , A�
�
1 �
i ,I � . '�- , � � - ' �
II ��
t � `I ry�
�
. y SL" �.� � I i {e �E(� �� � ��i � Im
I'� I /i.: � n � . � . ., � I�
. F��� .�. LL �' � 1 V o
� -i -�_ � � 9 I �� x � L ��L�ll ��
� � ,i saa�Fl-,wT . « � �.-: l� I ^�;,. �.,., � k,. .... ,. 'krti '' ,I
I
�I� F�Ksi�.�uk a a� !,� ___ , ..a ;� -', � �-�o� o, .or� I _ '_� r •_',.. ,V,�P.�, :�.IB ,
� ��
FV=1 ` r
�'� .�V,P �i_' - • - � `I
I / e . �r-�
�I ' I� �y�oa..:n, . I� i I,. i,. .� i �.' '��ir-;.��y"-I�_ .��_ _ - ��m� I �"�n I�al _��li C_ . �ull-,�" .-', � - -„ s__'lil� A �
{� I i
I �„� ,� ; ,. _- � - -"� .I.
rn�_
� � ' ,. - �. _� I�1 .,,_� �� - I� u �
�F ; I _ ,.,.... _ �- aea . :.x.., ..�¢ ��,;I��� �*� ��I L� �.d��..
"�,� ,� � .' ' � I . i ���, �� ��
�ri'-�r�o, � . ,� .� ;, 4=un.� �; 3o.:,s .,.,�., , �-____��"� � J , p ��'c r�r. -_
. -�
,�
�,I F=ww ,., �I �,�,1�.. `C ' ' ; -,.n'"-' , s ;i �rP< ,�2#�� - C?,'� �< -
�_� �I � I 9` i i �
-� I Fi,-a---� ---3 ;, �, �- �-? I� .;�°. :, ... _ V,.""� ��i' �z,��
_ � � . � �-- ., ���iL . . `_ ��` I I �3"��-� � l �:�`�i �6 ,� ___ � _ _ I . �1 ,
,
��,' ,
.
,
,,
- .t . -_ . . � � _ '_'� _ __- I __ ,
I
� � ��� �- � � ��,„ w�� ��� b� ��°s � �v
�
n , _:
�
- , �o II . m
F �, i� r sz�s � . .,;o "�, c.-.� �-'- - , �1Q-.�r._ 0.1 - ra�,;� �i�.� _��,u I�. .� _ �_ m Pr�je�crv�: zozooa9
`�� �� � "` � �
. � I
, . �_
�, � , � �, �.� � . I
� .R..
I t^L '��:�i.� � -w
- , `` . ; . ��" __�' L,�_-, '� _ __-__-.__ � _ y� I . � � Des�g DR.4
I �� .. . "� � _
- � I I , �' I 1 �
. �..'','', `�',,, , r-. ,� .,�;,.-_ - .�.h --� .W ., ;-��- ,. � ._,,v�g ,.fll y-..--_i _ I� �,� ^ �_a,.Y .:�.,_,,.�I, _ � _ -,�r i, Dra�,vn'.� DRA Ch'k'd'. DRA
, :� n ...� � ; �. �. �r.-__ ' � � w,�_ .] i E,.. -ftl ��. u.Nm
, I � ': i .,,.i- 'I I , � ., i ,�i�,- �"fj''�' .i `. , ,�. �. _.- ___-
._ . ., I� . . _._-___
/ ..
��,. �. __ �II ��, ,..� 1 ;: � T�`.,,� k .., � �;.,. .] r`� ,I .%-ti 7 1 i� I _ `_ � �...F 1�-� .��e' -- oace: ,/is/zo�i s�ale:
���. ,� � � � , �:� :�� ❑" "- _.____._I � �$ I e�-�.� e�� I' ���'�_ ___�I-1 +le-:. �� ��,':��� I
. I i i � '�. . ��� .. . �� ` _
- I x�o�I� ��,,_r- a.�� n .. �,Ti� • ____ �d a � � .... ..� - R G Gt
1 i° '2l.W'� .l ,'s ' I�--- �, I � � ,�'.� •°:;�, a . _ „l_� ription:
�w I
I
x: , i f J �. .�� �� � s � �-r
, - - e�P . ...� , p n ' , . .,., .� .
e =� rv.l.�.g F ; V um � G,...�� _i. -_ � . eV'. e5c a e'.
/ P
c e.: d � ', � �...
�- . -�� � :I ,� .� . ���
I 4 � - ^
- (�' „�d`:�o� I,y��� � _ y 3»E __ _�l �1 � . ,I a I y - � i I � -t�, �_ _ I I � ���r,
II ,, tr.soo�i.a ;, �w .� �:,i _
; - , � ... ' _I = ' .. -- �a- �
_ a i
, �- ;m-.�- -m-- --e� � -� - - _ �-- - -�- -_ --_ ,
r - - �. �� ' a a' �:_. I `
Y�4r�j� 9� 3 II �`-.,_. .�.�i�� �5; I�
° � s -
�
��.;o� 6 i�,v � I - - I � � I
__ ..� � �.._ , H ou 1 L �� I .
; _� . � _. � I I I i..�m�zrmErvi� I - - ---1�`-L �
I
�e . .. a ' __"__' . I I �, _ -
I LYiAFTMF,VTB I V� � I C� L�
I PARRn,'G � t .,;� C) 4 NI�AMI?�I'IY1SI'011rGl�1 lr- lR L: CJ ��=' l�' _ �% '�-} 3.MFAbIEn1'ISr$]'pp,ACEJ ` " ` `. `
l b1FM1LV]'IS' ;L Il"Ill,l'IY!MND9IlDi 'f.UTiI,i71',�h4llll512M
3.ELEC./I77'�LI'C�YhSER�ff�E�'RFN1Mv S I�'Et a.Hl7ft,1�R�(ln1�C k.110'P1;LR001ffi
S.iif)7T[. "J 1 I L 5.I1Ul2L.S`4lill'l'.C'll1C'L'LA'f1UV �S.HCIR/,.fi.\�Y�21'.CIRfL:IA'110Y
i.Hf)li'/..&�'N'R'f.(:IRCIlf.�1'll(1N fi.3ML\ll'Y
Drawing itle�
� FIRST FLOOR BUILDING LAYOUT Scale 1��=40� � THIRD FLOOR BUILDING LAYOUT Scale 1��=40� � FIFTH FLOOR BUILDING LAYOUT Scale 1��=40� Arehiteetural
Design Plans
Drawing No.
L-7.0
�
The LA GROUP
Landscape Architecture�Engineering P.C.
People.Purpote.Place.
- � ,.._;....:..:��.=e--.=-'--' � - . . 40 Long Alley p:518-587-8100
�� \ ALUCOBOND '� Saratoga Springs f.518-587-0180
, PANEL OPTION � I NY 12866 www.thelegroup.com
\�' � - ' Unauthor�zedalterat �dd�itiontothis
I�, ����� � docuinent-savolat fs ton72o9ofthe
�`����� �I � � . Ne�vVo kstate Educaton Law_
` ���� �, 1 "��^ - �
. . � . � � � i� 1�_. I ..� ',\ � OO the LA Group 2a17
,-,-'_.._- I � � ' -
i1 a,-0
' �n rl � �� �.
9P.._ 6 �i
.�" � '� I,.��T� 7� _- � _
,_�__ -�� .n. W •� .al� -� i�� _ I —, �I � Preparedfor_
.-- � . " ��I ` � �
� _
_.- � oo- �� � ' �
� u
, .. i I I � _ Y�� [���'�� ��� �,t :Y,_� . 353 Broadway
= -� -�`` � � � _��` -
- � � � _ :�.. _ �.� �
, �� � ,��II�o , � �� Acquisitions,LLC
'"' �1�[-�—T� ' �� f i� 353 Broadway
�� � � : � "
�`. ' ° � � -� Saratoga Springs,NY 12866
i �
BLACK METAL COLUMNS&RAILINGS
�!�_ I= �
'� 1�'����il ���� a���i� �� �= e �, � � _- -�
� ���=' _ -, � � � �
; �
; -
.o � .
I �
- , � �
, � �� � CK
' -�1;� ��.^ � tt I �. � �-f ��,_ I �_ RED BRICK BLA ` _ _ ;��`--i' '�,�� ��--`-�_ � ��*
s,�-�� , , ���
,'' i� �� ,� ��J ��;._ ��, � s, `� �� wiN�ows� e ��l—��� ��i�—�lr ',,�-I�_ ,'�� �� � A B 9 �
��� _ , _ ��.,���_ ,� STONE SILL TO ��t--�1�'�^-�I
� � �.. � ��
�, _ u ��� � �� ,�,e__ ��_�._ ��� ��I����� � �,p P���'�91r--�I�..�.�I I� �'I�-111c�� � 9 a A �� �9 �`�=;� � -
i� � � � � _ -
��+ °r ^� � � ��_ '� �" �y ��> �� _ . � ; �p��� �''���j aA � 9 �9 � ' � :: -
_ � p
� ,,� ��, , i ., tia� o I�i�;l� � _ .
� �� _ I-�.-, _-
,� �
,�
� _ _. I:
� -.
, �,� _
- aa99
_� _
, � � � _ r��a_ ,��_� , � �a� � � �a ' � �' —� ��
� ,�.� � � �
�� °. � � � �' ���� '�' '� �� ...�ti � ' �,.. ����'� ��, �,�� � ,�,
:
�� �. �� �
� x,�,
. ,Y w.� ,
� ��: �� :C �-yr_a � � ���� - 1� � �
� .
a v ��:
� I I I �C"t� 1. -_�#� _ ����)!.-���_ r'" � ' ,� '�
^� ' ti�l -I 5 I� _ ' _� ��I ��I I�} ..��., � I ', _.I._.. '�
.,.. �1�.. ��
� n
_ �A.��
I I " _
I -
� - -
.,.� _:�,- _
� 1 �>�� �_� �r r� � �'�I � � NICHI
� ;�-, _.
-
HA PANEL
� �, �, �
� � F -�� � , - " - - OPTION
i � �� = �� ,�-�`�,�„ �,!� �.�, WASHINGTON ST.ELEVATION
�
�
�' • ,; . ,�.., scn�.r..;v.T.s. , _ .
:
� �= —�--�- -�-�-- �-�-�-, I �I •- -
�
.
�i_:_:� - - � �
,,,
. — ---
,
_ ... -.�-.� - ,
I '
.., � .
,_ , l �� �.-_ .,-�,.-x.�_ ...
i I ,
I `�
� � _ I .
I 4YlAl1'1�71V'I',S i�� �: �i s, � i�� (�) . I � ��`� - .
:� . _.._. . � .
r N4'AMk:NPl'Y(5'fOR�G'I? .� �., .� . ,_. .. '�; . � , _ ��_, .
3.uTT�'N�,+�nsnM -�.-;:.-�r.<- CREAM BffiCK LIMESTONE BASE&
,���LLR�o�iS � T ' OPTIONS WATERTABLE COLOR
s ni�irc.&�r;icr.cmauariov
�:L�iinrrr ,..i,x._....� -
��� � SMOOTH VS.TEXTURE OPTIONS _ _
� SIXTH FLOOR BUILDING LAYOUT
� Scale:1��=40� � WSAHINGTON STREET ELEVATION AND MATERIALS
Pr ject Title:
e__.
19 Washington
�� --� �
_.: � 19 Washington
-- ---- --- -
,.- o r - SaratogaSprings,NY1�866
. � �
'_ , ,..,� ,��i�'I �
L
�
II �r r —� � " �����r, ���.
u ��� i <
��. >.. �,,I�;
� ,,�
i E` ��.
o, I I �. i . ' . .
� ��
� � .� . i___�� .
�
,. T �
I ' �..� � �, Ir � �_� �� x
.,: _ I vf_ ,�F��.y .�a;y ' � �, ,I-y'
r' a .
, I I _. '�M'Y . . .
� �
T��e ,. F . ,n'
--- --- -------- ..i'' ,��I�i. �\�.
- �- - - —�'�I— - . �� . F • .. � .�
- � � �, ":ia�x6_ - �- �� ^�"�. F u���/'. �
..
/ - -�.s� �t I�� t E . ..% . ' �- =��-
�
I� �.�_ , . � �F't�` il � .
I I � �
. `�" � . . '�� ,
,
"_� �� � ,..� �_�< � � .
�'' � ,.:..� ,... F �.. / �
F , � �; J l
_ I � � I s,u, I � `4�l�x .l�''m� �: �� FF. ,f.v4it�k� j���"w y.0 J�1��1 T J .
I -_
� I� � rl }� 1 A' �J�J��
.,,I'II I I I' �-. �...��� �,Z`t,.�_\ .�E� y-�yth��)y�J r,v�Y�JjJ�j.
�I : ,J .., , � '��... ` -` I k �„j'-Yl4 1 � M-�hi!d •
I I
�
,�; I �-�`���, �"
J �. I I� ���`�t m, a�� �,,�'�- -"� FF°E d��'�" ���'� ��'g�
r j I I I .�� K.�� - �����t E� �iij i c�`�'�° � \Ji" � FEkEF i�ai'iij � �
- - .�j � ���il�<<ltjjj �1� � .� `Ei.-yi•: ., Pr�e�rrv� zozooa9
J--�---
E�kE-f� ! � .�' . i
-� - - - - - - - -5- - -'. - . �7 , -
r
F 1, � ��iFi���ji� ��� .� �.,.' iI� oesgn_ oan
, I i �. �E l k � ���*\\�C� . '`�/ Dra,vn�. DRA �h'k'd�. DRA
i /
1
'�I �'� 'i I�..� � � ���`\,`�1� . I ✓ DaT� 3/18/2021 Scal�
. .� � �t ✓���_-.I �
I, ____-_ „ _—_—_—_—_—_—_—_—_—_—_i J '__ ��Ij���.t u�
I
I II t:
� ��
I � I i � �, V \ \ �� Rev. Descriptioi Date'.
! — �, ti, �,
� � _ � --�—��' ' � ,�. �� ; I
, �
���o,a
�i .� .
� , .
�
. � � .. � i
� � �
i i � I
Drawing itle�
Architectural
2 ROOF PLAN BUILDING LAYOUT 4 PROJECT AERIAL VIEWS Design Plans
Scale:1"=40'
Drawing No.
L-7.1