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- PROPOSED USES:
PROJECT LOCATION MAP RESIDENTIAL (APARTMENTS) 102 TOTAL UNITS
SCALE: N.T.S.
" *.�f�` r. .� ` _ . *� CITY OF SARATOGA SPRINGS STANDARD NOTES
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NYS ROUTE 50 _ 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND
► REGULATIONS.
� � �,�..� -. � �i Z- 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929.
% _� , �. �� PARKING REQUIREMENTS REQUIRED:
� PRo�ECT SITE � �• _ � _ � 3. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND
� '�• � r � APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON
Z 'Y�. �w � `'� RESIDENTIAL REQUIREMENT (1 .5 SPACES / UNIT) 102 UNITS = 153 SPACES REQUIRED FINAL PLAN.
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G ,� // � � * �' TOTAL PROVIDED: 153 SPACES 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION.
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� '� �'.� '" _ '� •. ; �, CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE
REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.
EXCELSIOR AVE
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' ` ''`�- • �'F � 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR
� TO CONSTRUCTION.
SARATOGA QUALITY �
HARDWARE �..,.�
ALLERDICE EMPIRE '�� 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE
RUN �
. � TRUCK THAT THE FIRE DEPARTMENT DESIGNATES.
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EB� � 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK
• -:�'� -,� �_ ` � .* � "'� ,. �; _ . ., IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY.
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8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED.
PROJ ECT VICI N ITY MAP 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF
SCA�E: N.T.s. SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY.
10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE
CONTRACTOR PRIOR TO SUBMISSION OF THE AS-BUILT DRAWINGS.
11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE
APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS-BUILT" DRAWING HAS
BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
APPLICANT OWNER: PREPARED BY:
' � Conifer, LLC The LA
� � � I � � 1000 University Avenue � P 518/587-8100
REAL ESTIT€ OEYELOPMEk4, CQN3TQIICTION h .M�Nd6EM{NT Suite 500 G ROU P F 518/587-0180
Roehester, NY 14607 Landscape Architecture&Engineering P.C. �W•thelagl"OUp.001`Tl
PeopCe.Purpose.PCace. 40 LOng A��2y Sal"atOga
Planning Board # xx.XX www.thelagroup.com Springs, NY 12866
Approval PROJ ECT ARCH ITECT:
Approved under authority of a resolution adopted
by the Planning Board of the City of Saratoga Springs.
P 609/883-8383
Chairperson ■ www.clarkecatonhintz.com
. 100 Barrack Street
DateSigned: �I���� ����� ����� Trenton, NJ 08608
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1. "MAP OF A PORTION OF EXCELSIOR PARK,SARATOGA SPRINGS,NEW YORK OWNED BY HENRY LAWRENCE"PREPARED BY L.H.CRAMER,CE DATED 1875 »3' ��S°S�33„ ��o�� '� a ° � �' �
AND FILED IN THE SARATOGA COUNTY CLERKS'OFFICE AS MAP NO.BB-48. ���= � ��MH � _ �� a �an w o Z Z Z
LANDSN/FOF s.63 0 � / ��+..�7.o�s ���� /� � �_==_ == N o N o � � �
2. "MAP OF LANDS OF SARATOGA DAIRY,INC.L516P373:L668P13:L1024P241 SITUATE AT EXCELSIOR AVENUE,CITY OF SARATOGA SPRINGS,SARATOGA ., _ � �
COUNTY,NYS,TAX MAP NUMBER 166.30-1-1.2,2,3"DATED FEBRUARY 7, 1989 AND PREPARED BY RHINEBAULT SURVEYORS,P.C. THERE IS NO INDICATION CITY OF SARATOGA SPRINGS \ � _ �-�� ��- � W � �
�n ��� � � � �"'�- � � a
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THAT THIS DOCUMENT WAS FILED IN THE OFFICE OF THE SARATOGA COUNTY CLERK. IT WAS ACQUIRED THROUGH THE OFFICE OF THOMPSOM-FLEM WG BOOK NDF,PAGE NDF �� � � �.����\ q.� �`�`'��__�-___ - � �
LAND SURVEYORS,PC. � \ �325i oR� ��- �
TAX I.D.NO. 166.30-1-1.1 I � ��..� Q3� �� _
\ �\ 'c�•\!I`8+0' C16� ''�..__:..'
3. MAP ENTITLED"APPROPRIATION OF PROPERTY BY THE PEOPLE OF THE STATE OF NEW YORK,DIVISION OF REAL PROPERTY,MAP NO.117,PARCEL 136, \ �
CIRCA1967". 1 \ �� �� _ c.r.x.s. F�ej�o� N<zoweW�rc
�` \ z�a,ss � � a e1a) `�y��W WUNa�. ��JN�mFI/1
27916 � \ � \ • ` jyJNy�y3 �wm?�mw
4. "FLOOD INSURANCE RATE MAP,SARATOGA COUNTY,NEW YORK,COMMUNITY PANEL NO.360728 0434 E"PREPARED BY THE FEDERAL EMERGENCY � `< � �Y g � � �� $
MANAGEMENT AGENCY,HAVING AN EFFECTIVE DATE OF AUGUST 16,1995. W // \ \�M/ �� 8�igic�� ae���'"oo
� 1�. 77.79 � \ \ .:.. � rcFm;< Qi� g��d`rc�
\ 282.01 N � J'.� �F�d� �w[� �Ky� �w�
5. SITE PLAN MODIFICATION ENTITLED"OLDE SARATOGA BREWING CO."PREPARED BY MILLER ASSOCIATES-NACE ENGINEERING P.C.DATED MARCH 21,2008, / oo� � �` � DRAINAGE EASEMENT �om�o"w W J}(�>�Yy O
AND LAST REVISED APRIL 27,2008. 2so.ea ° � oI /� \ ' �� MAP NO.127,PARCEL NO.147 ��a�<�� ����<���
ENCLOSURE WITH �' .� \ 4g„ �p s n �j
289.73 CONCRETE WALLS \ I ` ��\��\
6. "AS-BUILT SURVEY OF 130 EXCELSIOR AVE.PLANNING BOARD NO.15,006 MADE FOR 130 EXCELSIOR AVE.,LLC"PREPARED BY VAN DUSEN AND STEVES zes.s� 265'�� � S 4.93
LAND SURVEYORS DATED DECEMBER 19,2016. �
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7. "ALTA LAND TITLE SURVEY AND TOPOGRAPHIC SURVEY OF LANDS OF SARATOGA DAIRY WC.PREPARED FOR NORTH SPRING RUN,LLC,DEED BOOK 668, _� � � � / � 2�3.�� 273.32 � �� �� ,
PAGE 13/TAX I.D.NO.166.30-1-3,NO.131 EXCELSIOR AVENUE,CITY OF SARATOGA SPRINGS,SARATOGA COUNTY,NEW YORK"PREPARED BY NORTHEAST LAND ( Iri � � � � � /�/ LlMIT$ pF ��6`�°3 , ` \� \� ' � W
SURVEY&LAND DEVELOPMENT CONSULTANTS,P.C.DATED MARCH 05,2019 AND LAST REVISED MAY 01,2019. 8'aav� o °p �' i � .�,` LOUGHBERRY / 64I" �� `�� (/j �
-�- - es.e / r � � LAKE PROTECT/QN D/STRICT � � ` �( ~7 J
^ // ,y� 273J6 � � �� - '� �� �\
N MH I 26),9b �n � � � � ` �\ �\ "" L �
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MAP NOTES: � RIM�LEV.=285.84 � � I � � Q z o
� IN�F IN=269.64 / � � •7�� � \�<p � � ��t
vP � IN/V.OUT=267.64 � � // �. � � �`� � � �� W J U�
1. NORTH ORIENTATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983(NAD83)AS ESTABLISHED UTILIZING TRIMBLE GPS AND IS COMPARABLE 269.59 e�/� 114V.011T=267.44 �� / � � � �4� � � � � > � ��
WITH DATA DEPICTED ON MAP REFERENCE N0.7. ze�fi� / / � � `tn ��' w m
\�262.36 . �I (/)
�� 264.69 / � � � � p�J
�� � 264.50 \�`'C � `� � Z �cp
2. THE DATUM FOR THE ELEVATIONS AND CONTOURS DEPICTED HEREON IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 b � / ���� 2�sfs 274�06 2�a.ae _ C� Q -
(NAVD88-GEOID 12A)AS ESTABLISHED UTILIZING TRIMBLE GPS AND IS COMPARABLE WITH DATA DEPICTED ON MAP REFERENCE NO.7. / � 1 /� � / 27302 2�2si .�-'" � � ry / O � _n
�V � � � / /' � .� �2 �. i/ � � O X
3. REFERENCE IS MADE TO A COMMITMENT FOR TITLE INSURANCE PREPARED BY LEMERY GREISLER LLC AS ISSUING AGENT FOR CHICAGO TITLE INSURANCE D•/ 1 2 e a.o 2 / / /`� m /ryb' � � Z � O;L
COMPANY BEARING NUMBER CT19-73064,DATED APRIL 30,2019. b�b� _ ( �- / , LANDS OF roP oF saNK � �P /f
� � � , 1 W,E�E�. . ,. �' Q z - �
4. THE HIGHWAY BOUNDARY OF NEW YORK STATE ROUTE 50,AKA THE NORTH-SOUTH ARTERIAL HIGHWAY,WAS ESTABLISHED BY APPROPRIATION CIRCA � o � �/ // S A R A T O G A D A I R Y I N C. ( ; ' /j=�-� � eox � / W z�
1967. IT WAS APPROPRIATED IN FEE WITHOUT THE RIGHT OF ACCESS TO ADJOINING PROPERTY. �4 � o � � �;, �° 2�s.s� � DEED BOOK 516,PAGE 373 ' �/ � w��o�o A�FA � / � � �
� .� 13 , � TAX I.D.N0.166.30-1-2 ���- _ �e � . ��,' ,�` Q � ��
5. IN REGARD TO FLOOD HAZARD,THE SUBJECT PROPERTY IS DEPICTED ON MAP REFERENCE NO.4 AS LYING WITHIN AN AREA IDENTIFIED AS ZONE X,WHICH ��b`/ zse.oi ^ 1 �� // 2�3,92 I /�/�� �'� � /� /� w O � ro
IS DEFINED AS BEING AREAS OF 500-YEAR FLOOD OR AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN ONE FOOT. � / N \ 264.69 � /� MH „ �3�6 ��// ��� � ` �w`�-� ,� a/ � J -
ry� °� � � �NV.EN V 261.66J6 AREA=1.834±ACRES �/��/�� i�,,.... ��... \-tl., , ��� � �� � �J.J ���
269.57 '� �� 1 / INV.011T=161J6 � /�� ��'�r � � \\\-��� � � � ��
6. UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM DATA OBTAINED FROM PREVIOUS MAPS AND RECORD DRAWINGS AND FIELD � 'Z � I � 2�32� z�l�� � �� �/ � � t`� �-\��� � �/,+ �� � w N z�
SURVEY. THE LOCATION OF SURFACE FEATUERS SUCH AS CATCH BASIN RIMS,MANHOLE COVERS,WATER VALVES,ETC.AND ELEVATION DATA SUCH AS I � I / �/ / 1 / � O
COVER ELEVATIONS AND PIPE INVERTS ARE THE RESULT OF FIELD SURVEY UNLESS NOTED OTHERWISE. THERE MAY BE OTHER UNDERGROUND UTILITIES, . N89°12'36"E � � I /2�a.ao //I I � I l �"� � / � / s� p Z � m
15 PINE �n
THE EXISTENCE OF WHICH ARE NOT KNOWN TO THE UNDERSIGNED. THE SIZE,LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND ���"���, s � 2�2.3a � � � � /
STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES. THE"UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION"MUST BE NOTIFIED .o' 33.00 I.R.F. � I I � � ° f � f I ` � j � � � � � O
PRIOR TO CONDUCTING TEST BORINGS,EXCAVATION AND CONSTRUCTION. CALL 811. �yl �ht,�a� �74, zeb.ae ` 2B476 � 1 % { ` �oy�/ / �t���`..� �
� i� � I 1 � / I R ��"� ✓�,,/ Q
7. IN REGARD TO ZONING,THE SUBJECT OF THIS SURVEY LIES WITHIN A ZONING DISTRICT IDENTIFIED AS T-5(TRANSECT ZONE 5 NEIGHBORHOOD CENTER). �" �� I � 1 �< � � ` /,�� ���� J
IT IS BOUNDED ON THE EAST BY PROPERTY ZONED UR-1 (URBAN RESIDENTIAL-1). � I � � �1 , AREA NOT IN�UDED IN �/ �� ��;�� ��pE� T I �~y
� 1 1 E7312 - 27.91 � ��
266,5 I I^ � 284J5 � i� T I T L E P O R T TVP/.�OF 7�� /� i.��%' /'-P ,-
� •,l ,(� v�C O V E R �/ � N
' 268.84 �.266.46 � � 1 273�96 272.73 � %...... . J\'`//�' LIFT a�y0 �
� � � � 1 i . � .�271J3 �� . INV.OUT J ..� �f';h• 'O = 4� � �
V I V I 1 I . 272.32 �' . ,.I � � � I =25318 <r�`.,��/t'�. �L � `/ I �L�-��
� I Z^N I I I I I I � INV.OUT '.''.�R.�' i � �
�� �' N 5
'--' 10"PINE N^ � I � ' � � =256J9 �� O
� � I I INV.OUT � 0 Q ��
{ ��W O ' � 264.47 I 271.54 ' '�.. . a N/ELL
O Q¢� � \ I / ' I I =zssso con�,Ro�
Z 0��O � � 263.64 � � � � � �F3,
Q a o� ( I I I � � { � 8"VERT.PIPE ' /
. Z�Y� � � �� � � � � . . � � � � "_��/�����:
!J
zs�,sz �12"PINE a Q O� I \ ��\ \ z�ase �,^,/ 1 Z a 2�� � f �/�`; /
a°'� �� � � z�z.zs fJ�` z �� / � ' s ''��j /` �
� '� � a-' � �o �r wcooeo ar�n -� � o� �`j� / �/. �,�
I zn.ea / z ��� �
28Z52 \ 284.87 263.6 ' MH � ,o� �O Q�Q ��' / ` < �� ,�
�AREA=0.109±ACRES� � I RIMELEV.=270.97 � ��, ��o a� / � Qe
1 1 � � � iNv.ourzeobo�s� '� �os� � Y� 1 a `° ,�o ��;� /�'� r � wco�eo n�e� ���e
� zes.�� � O 0 m p '
� j z�o.aa � m� p �� �/ / !
w /
�Ot� zs -rr�.ve-z�a.za 272.33 / a o f��/ � �
tc, y / 0 / / .3 �%/ � � `� I SARAfiOGA DA RY INC.
� 2�.ae � c,�P / / �/ f � � " � BOOK 66�,PA�E 13
�� � � TAXI.D.NQ. 16 30-1-3 cnaiNu,vK
�es.e, �- N �, TOTAL SITE AREA = 1.943±ACRES �^� i ' I � �'� FEN�F
� �
` � // �� % �P 2n.ss �/ / / MAP NO!127 PERCE�NO.147 �
� / �� / � � / • �
.��,_-1--� IZ ��' / e /
� ,`Q� z�o.�s � / I
� z�o.se �
264.35^I `�� � 270R4 i�/ � � � . ...,: t �F � G� ELEC.
� ;T0.5• .�� �
�� 263.99 �'�0� . ����� � ��� � � . . � ������f' TRANS. EL
o� � i N89°43'26"W Z;o�' zbe.�a �� i � ' ' r�l�l��� PP �
h 27 6�0.00� .. // . �� rti' ��� r/f� .� ' :,�(dl�l� � UGC
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1 � '
�3.00' � /
C.LR.F. // �� h ��I P� o
(hela) � zn.16 ��i� � .� l.�ry '� J� e
q �i �, o
� � /�" ���� , I�COOED AR.EA � .. �O
�, /� �3 2�0.�2 2�o.i6 (�`� -� 2 STORI
� �a ON CONC
� � �
28g.Jb� a � 269�80 . .. �'' �
j / ' /_��_ . . .�
� 272.63 � � 269.42 � �, � � ' ' t `: � Q 1 o
� � �/ � .: 69.97 266.30 � �P�� ���-� ' .... I /
�z�p/ �F, / MH BENCHMARK SPIKE SET IN � / �' f ��� �
MH �P / RIM ELEV.=269.97 UTILITY POLE N0.32-i �� ' Q�= � C � BLACK TOP ���
RIM ELEV.=279.4 (> . INV.IN=261.97 ELEV.169.39 � � ' G �� �(�
INV.IN=267.03 _ • Q� /�V INV.IN=159.97 I� W :l s �
INV.011T=266J3 /� �' �' 2�165 � INV.011T=259.97 N�^ �. ' -
272.37�'t � 12"CLAY-� / 9.53 i-6 0 N
t, ,,p�.�(� 266.93 1 e�\ ^ M o 5.. '__ _�_
�C' \ 1 MAPLE'
HY�79.46 276.46 �v�C1�P�\ / � . 266.34 � ��O�CG�^f O INV.� � CB ' '_'___'_"-��AA
NT /� (� �'� � a p � �LF� Z " P�E -25 6 � RIM ELEV.-266.80 y �
/oO� �'��Q- / `° ^o� �//////������` '�'r\IZ \OES`� � 12"NDPE �-E7 BRICKWA
�1 �QP � ASPHALT PAVEMENT ��"���'56 �270.1y�. . . .� i( �. 267.60 / \ r "i� ' � . ��'- INV.011T=263.10 ....
� J � �269.64 . . .., .. / . � ` � PP . _______
INV.011T�.�� �
Q 268�7� .-�bB,6.3 .' � , � 266.02 -262.09 PA K
„�0 � � en.4z � -- _ � iNv.our S$ �4'25W 75.80' 2-'
-c.�+rr-�s���� - - - - - -�- - - - - - - - 256.01
e�ze� .,1�� 93 / n.s� / M ' 154.21' S88°16'26"E HIG�Y-gaUNDARY�--�- - - �- - - - - - -
� q $� t� ,� �79' c.r.x. .S88°54 25W �°
����. ��' ��66.46 .d) G�, � �- o�' MONIT
�� .��'WA�gpUND Y � p�ee.oe r-- �
��:�,;- :271�3`,�.� }�"���jH / .. 68.95 ; �-� INV.OUT 12„ i RIM ELEV._:
� eia) S82°50'29 �N e�ose � ro" •� � , zbz.s6 "
. PY Rl,!A ELEV.=268.95 268�59 p�67J2 267.ffi� ,..�"�� ' V 1 ! � 1 C�� MAPLE U [AWN
- �' LL ASPHALT PAVEMENT �
��2 INV.IN 262.35 ��. 1 • � U ; ��d
� .53 � �o INV.IN=259.95 ASPHALT PAVEMENT . p�67.64 STOP �`�- � ; � . ,o TpP pF gANK __ _
AHEAD �- � � 1_--+----"- 0 5'WIDE CONCRETE SIDEWALK
271.35 -
IN V.OUT=259.85 SIGN �----��-- `"
� � � R=77..3� � ��69.36 ., I ' ' I � ��`
�I1 r L=1 7•99 /I � 267.13 267.09�. � ' ' GUARDRAIL \\ MAPLE CONC.CURB.TYR �� � LP
27`.� C=17.95 � � 266.37 � . � � ___.._._ .. . . 12"CPP STORM SEWE!
�� N69°08'S9"E 269R3 zs�.00 � __._ w-
270.54 ` W W_ W 12"DIP WATER MAIN W W W � I W CB W S T W �T
� � , ' ' � �IO TITLE BOUNDARY ��NU,�\ TE ROUTE 50) ,N b"WATERMAIN W W W � --� � - - iNv.our�263J7 1" 4V W W
EDGE OF PAVEMENT � N w
, _ . m YORK�STA� _ _ -G- - - - - - - - - - TITLEBOUNDARY 26766 13219 � - - - - - - - - � - - - - PnvEnnENT
� 18"SANITARYSEWER _
xC�LSTQ� - - N89°16'46"W - - - '° � - -� �i
VENL'F�FORMERLY NEW _� _ - �67•��69�42 zes.ao Mr; • � . ' � ��
ens�1� 1 N AS SPRING A � RIM ELEV.=267.73 � � I �
, � - - _ _TITLE BO�NDA�%i=- - - - �i INV.IN=160.33 �_ F ,
,� (HISTORICALLY KNOW �.,, 6"WATERMAIN ! � � 1 �
0
/ I NV.011T=260.28 w w `N w w
Q I / i8 � � 16"SA TARY FOR MAFM FM
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on oH
� PP I �' � � �' � oH p
_ YP 32 1 ��
w/w............................. wlrH w9Re � � �� LURB NNI i�/z 32�/z
C I RS ......................... CAPPED IRON ROD SET 2�2,34 � � �pNCRETE �� � oH � � � �
I P F. ............................ IRON PIPE FOUND / .. --_ ... .\PP oH aH , ' ' ' I ;�
C I R F.......................... CAPPED IRON ROD FOUND � �
LR.F. ............................ IRON ROo FOUNo ' � � � I � � .• ..,.. �.. 272.00 ��9 oH INV.OUT� � ! J�N253.o86
I 1 bD0-2-39 ............... TAX MAP SECTION-BLOCK-LOT � � � � ' =154.40 L
B.769 P.986 •••••••••••••••• DEED BOOK&PAGE � 0� J L
N/F NOW OR FOR�ViERLY 27200 0
�1765�._._._........_._... DEEDINFORMATION i'Y o�
eH OVERHEADUTILITYLINES N11�28 0�
\(� TYPICAL LOT NUMBER PER MAP REF.NO.I �� •
OH- �
��PQ- p� A
� I �����0`,�� ,�p�
GRAPHIC SCALE Q� �OS������
20 � ,� Z� 40 BO .
MH `O�0��
RIM ELEV.=270.58
( IN FEET ) INV.IN=257.
1 inch = 20 Yt. INV =257.08 0
EROSION AND SEDIMENT CONTROL NOTES:
1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENT FOR PERMIT COVERAGE �
UNDER THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) Th e LA G ROU P
STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM 'SPDES GENERAL PERMIT FOR
STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY GP-0-20-001'.
Landscape Architecture&Engineering P.C.
2. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STORMWATER POLLUTION peopCe.Purpose.PCace.
PREVENTION PLAN (SWPPP), AND GENERAL CONSTRUCTION SEQUENCING PLAN. PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL REVIEW THE PROJECT SWPPP FOR SPECIFIC 40 Long Alley p:518-587-8100
NYS ROUTE 5O - REQUIREMENTS REGARDING EROSION AND SEDIMENT CONTROL AND STORMWATER Saratoga Springs f 518-587-0180
MANAGEMENT.A COPY OF THE SWPPP MUST BE MAINTAINED ON THE PROJECT SITE IN AN NY 12866 www.thelagroup.com
��rHB�UND ACCESSIBLE LOCATION AT ALL TIMES DURING CONSTRUCTION.
3. PRIOR TO ANY SITEWORK, ALL CONTRACTORS AND SUBCONTRACTORS RESPONSIBLE FOR Unauthorized alteration or addition to this
document is a violation of Section 7209 of the
CONSTRUCTION, REPAIR AND MAINTENANCE OF ANY EROSION AND SEDIMENT CONTROL OR New York State Education Law.
NYS ROUTE 50 - STORMWATER DEVICES MUST SIGN/CERTIFY THE SWPPP AND IDENTIFY A'TRAINED
CONTRACTOR'. �O the LA Group 2017
� - N�RTHBD�ND
� 4. PRIOR TO BEGINNING EARTHWORK ACTIVITY,THE CONTRACTOR SHALL SUBMIT A MOBILIZATION
�,.
PLAN SHOWING PROPOSED STOCKPILE AND STAGING AREAS, HAUL/ACCESS ROADS, FIELD P�eparedfor.
� �- `� OFFICES AND EQUIPMENT STORAGE AREAS, AND A SCHEDULE DETAILING THE STAGING OF
�� CONSTRUCTION TO THE QUALIFIED INSPECTOR(SWPPP INSPECTOR)AND OWNER'S
` �, Conifer LLC
__.
a�_.
"�� ---�__ REPRESENTATIVE FOR APPROVAL.
�,� '- - 1000 University Avenue
--���
\ � �'"" -Y-�, w- �x � 5. ANY DEVIATIONS FROM OR CONSTRUCTION CONFLICTS WITH THE PROJECT SWPPP SHALL BE Suite 500
� , \ � � ,���Y�� ���,,\ _ __------ --- -� IMMEDIATELY REPORTED TO THE OWNER�S REPRESENTATIVE. IF THE CONTRACTOR PROPOSES Rochester, NY 05420
, � �"-�,2�5 - ���� _a; -- -� ,- - A REVISED STAGING, SEQUENCING AND/OR MOBILIZATION PLAN, A MODIFIED PLAN MUST BE
\
� � � � ��� � �� � - �� � ,�. -___----�
� - -_ � � SUBMITTED TO THE QUALIFIED INSPECTOR FOR APPROVAL.
r _ _ -.
. _ , , _ ,,� - - _ - _ _
� � ��.. . �--� - �z�-� `
- - � _ _��_�
- - � -�---_ __ , � __ � � �-�- �
� � ���-- --°� '' 6. ANY CHANGES TO THE SWPPP PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE
� � \ �� � PROPERTY LINE '----
\ � �J � -` � \� �` QUALIFIED INSPECTOR AND INCORPORATED INTO THE SWPPP PRIOR TO IMPLIMENTATION.
� � - - - - - - - - - - - - - - - - - - -- _ - - =- - � � �� ti� ISSUED FOR:
��' � �� �`� -- REPUTED EXISTING UNDERDRAINS ALONG �� �' � � - �� � � ���� � � �'�� �� �
__. ''�� �, i�
- � �
���"'- - � �� ���_ `- �� � ���, �`'� 7. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED
� �__ ���
�"��-� � ' � � SLOPE SHALL BE MAINTAINED. IF CONFLICTS � � �� �., � ��� , � � - � � ��;, � AND MAINTAINED IN ACCORDANCE WITH 'THE NYSDEC STANDARDS AND SPECIFICATIONS FOR SITE PLAN�SPECIAL USE
���,� . ��� ��._.� . ,�_;��
~ � �, - - WITH NEW WORK, CONTRACTOR SHALL �. " � � `'/�
_ _
_ _
� _
° - ♦ ``� �. ` - - - � ��,- --- � � "s� � EROSION AND SEDIMENT CONTROL', MOST RECENT VERSION, AND THE CITY OF SARATOGA APPLICATION
- ♦ � < - _ _, COORDINATE WITH CITY ENGINEERING EXISTING STORM � � EXISTING TREE
"�� `� --� DEPARTMENT FOR REQUIRED REMEDIATION _, `'�� „ LINE,TYP. I SPRINGS REQUIREMENTS.
� , \ __� - STRUCTURE TO REMAIN
�� � - -- - - -- - - �_. � , � ����1�
, � � - - - - _ _ _ - - - - � �" ` � ,., ��>, %Z � 8. PRIOR TO ANY SITEWORK, STONE CONSTRUCTION ENTRANCES MUST BE INSTALLED IN
1 1 � + � � ,`� ' ACCORDANCE WITH THE SWPPP. PAVED AREAS WITHIN AND OUTSIDE THE LIMIT OF WORK
1 � � r`�v� ', SHALL BE KEPT CLEAN AT ALL TIMES AND AT THE END OF EACH WORK DAY.
,, � '�v ' 1
� � __
�� �, ��-���� �t ' � I 9. EROSION CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED TO ENSURE
, ' EXISTING STORM - � !Q ' � � SATISFACTORY PERFORMANCE AND COMPLIANCE WITH THE SWPPP.
REMOVE AND �;.� 'Z � � I � I
�j INFRASTRUCTURE TO
DISPOSE VEGETATION �� � REMAIN - -� ' �`�� /�� I I �
� �. � � _ -�-�-� ' - ,= O � � � � � I � 10. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER
� -- ` - - ` I RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES.
: --� �
.'��_. �z. . _� - ,,� � i � 1
,.,, '� � '�,� �" � �
__.,
� �'� ` � � � I �, ' 1 I 11. THE CONTRACTOR SHALL INITIATE TEMPORARY AND PERMANENT STABILIZATION MEASURES AS
�� � REMOVE AND �� �� �� �
� �� �'� \ REMOVE AND DISPOSE I � i �� SOON AS PRACTICABLE IN ACCORDANCE WITH THE SWPPP.
� ' 1 i� EXISTING STORM ,� � � i z
�
� � � � � i INFRASTRUCTURE � � I � �
..
�% " , DISPOSE ASPHALT � I I � I `� 1 } 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE SWPPP FOR WEEKLY INSPECTION
, ,r , �" � - ` I � �� REPORTS,AND IMMEDIATELY MAKE CORRECTIONS NOTED.
� � � �w
f . , , .�. - � ; I ! �i
I _. I
.l �
/ '' "� � 13. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED IN PLACE
I �� I\ , S,�. ,..j// EXISTING STORM - - '� I � � � � UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED AND APPROVED BY THE
/ ,-
_ . - - _
� ��� ,E�� STRUCTURES TO REMAIN � � ! � ' � � �
STORM PIPE TO REMAIN. / QUALIFIED INSPECTOR.
CONTRACTOR TO PROTECT ' � �/ t � ;� � ' �,�x � I
DURING CONSTRUCTION �� _, � ' --/� T s�' � X������ s '�' ' � �� � �� � I
/ �.� �'
r � � �,, � , �� i
j � 1 � ,
/ i � F ,` _ .-< - - � _,
' � ' � ' � - SITE PREPARATION NOTES:
� 5
,
'�/ � I � °; ; � _ � �I � �
_ / , �T ,
,` /
�
�' 1 ,i i� ' � 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH
� � / <v ' , ."
� � � _
I �` ' � '� � �
� � ` �, � ; _ ' OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE
i / i
, ,
� � l � I � � ��� � �` � � � �� �� �� � ' � CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE.
C9 1 � 7\ ' �i, r ' - ;� �_� ��.-- ' �`�- � 1
;
'� �� � �2� � �� /�/��,.= � � ' , �� � % ❑ � � � ��'�' � ���� � � 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES
� %� � � � AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL
� � ��. _ _ -�
�� � � � � � � ;� � �
� I I �� I � �� "� : � � � ,� I � _� UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED.
'� N �„ ,"`� �.; � /
� � �
� j-� F ; � � � ' � REMOVE AND 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING
�[/ 1 � �
�
> I
� �� I � I � ,' i � �� I �'� � _ � �, /-� ��, � � � / � / � DISPOSE VEGETATION � ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS.
�� I I � � ;� � ! � �� ' %t�� � REMOVE AND '
� �
F i / / / , �
Q � �, �<v`� - DISPOSE � _ � ''- 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF
�I � ;' �Q , BUILDING � UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. Project Title:
� .
_ I�
Q 2 SILT FENCE, / �<v � �r � ��
r
`l �-7.o TYP. i:�� ' i �'� ' PROTECTION NOTES: North Spring Run
� � ,f � / : a� , �, � � ` � �� � �� , � 131 Excelsior Avenue
� / ` � �� � � � � �� i � � Sarato a S rin s NY 12866
� l- - %� /�/ /t 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK J p g �
,
;
%� ,�i�//� �� '%���<;� � - DUE TO THEIR CONTRACT OPERATIONS,
i � �,�� I
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,
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/�; � � � /� � ,y j ��� � � 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES,
/ ��� ; / , l� '����/ � � � ; � ' � �� �' �� �`- � �� � ' �� � � INLET PROTECTION FOR 5 � STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS.
/ ! �� / , , � �
�' /
��
PROPOSED DRAINAGE
/� �� /;� � ; � l r � : STRUCTURES, TYP. L-7.0 I 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS,
I �:% / ' � � DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION
EXISTING UTILITY POLES TO��BE ���-- � I I � � OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT,
R E M O V E D. C O N T R A C T O R T O ,� / � i � i P E R S O N S, A N D P R O P E R T Y F R O M D A M A G E.
COORDINATE WITH UTILITY COMPANY .�' � ��� 1`�� � � � � �
/ � h � � � I I I 4. BEFORE ANY CLEARING IS DONE,THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE
J �' � ,� �sroRve��rr_oiNr I I I SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR
; ; � � ON CONC_:RETE S• 8 � �
; , ��ji f / ; � _ � I I I REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO
/ �� ��� //�'� � / r � �- � � I 1 �'� �� � � BE PRESERVED.
, / / / //// . . t` !` BL K T P � . - I I \ \ � \
; ����/ 1 � � � � \ � 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND
`.. ,� �� ��.� l%!i;' i' j ,�"' , � � _ - - - -"" � ; i i � PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL,
, , � � J , , 5 __ - - �
�� f -' -- I A T A M I N I M U M, I N S T A L L T R E E P R O T E C T I O N F E N C E I N A C C O R D A N C E W I T H P R O J E C T P L A N S,
, .,-'� . : MA E „ , - - , .
` PROTECT EXISTING TREE ' t' l ` , AP� # � 6� � I ' REMOVE CONCRETE � DETAILS AND SPECIFICATIONS.VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR
e °K A� I f`�, WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL
TO REMAW / ,- SIDEWALK AND DRIVEWAY �
� � P K,"" A A A S�C � APRONS, TYP. ` NOT BE STORED BENEATH TREES TO BE SAVED.
' ; H ; HH( , HHHE Project No.: 2019013
`. ; �,
'. � � � �� �r. �c � � � � � � � � � � � � � � � � � ' � � � � � � � � � � � � ri:,
`�. �`>� � Desi n: DRC
'` ' ' ," � REMOVE AND DISPOSE EXISTING REMOVE AND DISPOSE � 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR g
INLET PROTECTION FOR WATER AND SEWER CONNECTIONS VEGETATION,TYP. - �, � APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK Drawn: BCS Ch'k'd: DBH
EXISTING DRAINAGE ,f' AND STRUCTURES 1 REMOVE LIGHT POLE AND �\o OPERATIONS. Date: 03/21/2022 Scale: 1"=30'
STRUCTURES TO REMAIN, .- �;, BASE, TYP. ` '��
TYP. � __ -
_ ..
7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF Rev: Description: Date:
' � - � �'�`���w THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND
I f� _� � SF F a � SF SF }i PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED.
�` r
w � -�; _ _ _ - --`rt - r � � � � � � � � � -� � � �
-
w �� ❑ , � - SAWCUT - �
, t-�- �« _ -��- � s, w -r�. � ` - �
,. „ � w-- ��a �v, � w-
; W
w REMOVE LIGHT POLE AND ` "' " ` _ ��� °'°- - �� , _ SAWCUT � �
, sA
,� �� �� W W- REMOVALS NOTES:
BASE, TYP. -�A `- SA- SILT FENCE, °' - '
�� ��� � � � � EXCELSIOR AVENUE � � REMOVE CONCRETE �� � � TYP. L-7.0
I "' rrl " l STABILIZED W W _ ;';f r, CURBINGrM rM 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S
� " CONSTRUCTION `" F"' `` - f SAW CUT ASPHALT FOR ��� __
L-,r7.0^
_ � � •
REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE
! � ,: � � ENTRANCE _ - - _ .� �>; -- CURB REMOVAL AND -
,�_,_ �,�_ .,-�� '
ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE
-''_� ' �{--- " - �`' � CAP AND ABANDON EXISTING � "'- "` - UTILITY INSTALLATION °H' ' �H `::� - --°'' - " SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL
' � I 4 CONCRETE SEWER LINE CLOSE GATE VALVE, INSTALL REMOVE CONCRETE AND ANY OTHER APPLICABLE REGULATIONS.
� I � L-7.0 WASHOUT / CAP AND THRUST BLOCK AND CURBING TO FACILITATE
Drawinq Title
/ REMOVE CURB BOX
; I NEW CURB RAMP 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE S ite P re pa rati o n�
' �� - MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED.
LEGEND Erosion & Sediment
3, EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED +
P I a n n i n g Boa rd # xx.XX AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. C O I1 l rO I P I a I1
� � � � PROPERTY LINE SF SILT FENCE xxxxxxxxxxxxx� REMOVE AND DISPOSE UTILITY
LINES AND CURBING Approval
4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING
�"'� EXISTING MAJOR CONTOUR REMOVE STRUCTURE � OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS,
REMOVE AND DISPOSE Approved under authority of a resolution adopted STUMPS,VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL
EXISTING MINOR CONTOUR by the Planning Board of the City of Saratoga Springs. OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER Drawinq No.
REMOVE PAVEMENT �
. EXISTING WATER SERVICE INLET PROTECTION TREES TO BE SAVED.
REMOVE VEGETATION Chairperson I _ �.0
EXISTING SEWER SERVICE 30 0 10 20 30 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF L
GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL
DRAINAGE EASEMENT � STABILIZED CONSTRUCTION Date Signed: NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE.
ENTRANCE
� Scale: 1"=30'
�
LAYOUT NOTES: The LA GROUP
Landscape Architecture&Engineering P.C.
PeopCe.Purpose.PCace.
1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE
REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 40 Long Alley p:518-587-8100
NYS ROUTE 50 - Saratoga Springs f 518-587-0180
SOUTHgpUND 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE OWNER'S NY 12866 www.thelagroup.com
REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS
MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. Unauthorized alteration or addition to this
document is a violation of Section 7209 of the
3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM New York State Education Law.
NYS ROUTE 50 - WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED.
- _ NORTHgp�ND �O the LA Group 2017
4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM
� OF CURB.
P�epared for.
_.� ..
� 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF C o n i f e r L LC
��-�. NECESSARY APPROPRIATE MUNICIPAL OFFICIALS.
1000 University Avenue
___.
��A � °'`�e• #`'�� � � • � � � � �. � �h =�u °� _ � 6. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE Suite 500
�`��,...�..�,.......� �,,�..>..._.,�._,_, 'b"'aa&.t �>A .. ^t��„���:'.,'.w..n m. �1€a v�: � ��.sas a k i Pi�i.�ii�i+.L�"rF i�'Y'Y'6�'Y'.�,F
' �'�''� BOOK 821,PAGE 467 � �
� MaP No. >»PaRCE�No. �sb,ciRca �96� STAKED IN THE FIELD FOR APPROVAL BY THE OWNER S REPRESENTATIVE PRIOR TO
�-,_ /sEEMaPNorENo.a� _ �-���"���� CONSTRUCTION. ROCh2St21', NY �542�
�.__
�� — — — — — ^� —�:�,�- �`��`' 7. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS,
- - ��`�`- =<---.__._ __ � CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE
I- � �`� y ELEMENTS WALLS, FENC ISS O
� �� PROPERTY LINE ``---�_ _.---����"�` ` � ' ( E, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING
��
``�-� �aN�s wF or- / � � � � � � � � � � � � � � � � � � � � I �� FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S
UED F R:
"` CITY OF SARATOG,4 S�R;t��;`r,� ""° � REPRESENTATIVE PRIOR TO CONTINUING WORK.
"- BOOK NDF,PAGF�rni=
3 t � �
` ��� i 3-5' HIGH ,
� r�x r.� v� ,��, ,� ; �� L-7.2 ' 2
- -_` RETAINING WALL ;�� 8. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS SITE PLAN/SPECIAL USE
" �♦ WOODED � rr� RESPONSIBLE FOR VERIFYING THE VERTICAL&HORIZONTAL POSITION OF EXISTING APPLICATION
_,,.
``'�����.... � UTILITIES PRIOR TO CONSTRUCTION.
�� LAWN � f � I
� �
Q
1 �
1 a�
O O O O O�6 O7 O8 O9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37
�
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� PROPOSED ASPHALT
N � � N
� r�n�i�n�r��T '` ._. � 103
�r-,,,�������� R9,
R5'TYP. � � k5 R7� _ TYP. 104 �
� O
POTENTIAL FUTURE , � �� � I
CONNECTIONTO 38 39 40 41 42 43 �� O OOO 12 � � � 10
� 44 45 46 47 48 49 50 51 52 53 54 55 56 57
NEIGHBORING PROPERTY � �` R5'
('�, �4 88 TYP. �
`��
LAWN �,'`,, 58 75 89 107 '
' LAWN �
# � 76 90 108 I
� END CYJRB - — -
�� 100' �o '�� �� 91 109 I
11 CONCRETE �
L-7.0 ASPHALT PAVEME T, TYP. g SIDEWALK 61 � 92 110 � N�
L-7.0 `"'
� , � 7g � 111 �o�
� 10 6}s`CONCRETE °H o�
L-7A f CURB, TYP. �� 1` � so 94 112 �z a z-
Z
� �zww�z
' 113 ¢ �o
_' �+ ,,� 7'TYP. 6 4 18' 26' 8 1 �8, 9 5 � 24 � � LAW N � -���,�
�� g 20-FT HT. LIGHT I; i
�/ L-7.1/ POLE, TYP. 1},, _ 65 ' ' 82 96 114 �'�
� � 66 $3 97 115 S ATION AND SIGNS G 2 �
� � �� RETAINING � � �� L-7.1 lo �
��; 3 , �� 67
84 9$ � r 116 TYP.OF 4 �m
1 � � L-7.2 WALL 4-7' � � �
�� H IG H � 68 85 99 117 � �
� ���'�� 26, TREELINE z
5 69 86 EV f E 0 118 m
�.SN�s N�F cr �� 20-FT HT. LIGHT POLE, 6 �
����,�Y=�'�GA DAIRY;i�xa�� =Q� L_7 2 GUIDERAIL �
�ooKs�b,Pa�Es�, ACCESSIBLE O O f O 119 (TYP.) L-7.1 �
� BOOK 1074,PAGE 241 Q � $7 EV EV 101
�,X I.D.NO. 166.3G� � 1 / 0� � PARKING,
/ PAVEMENT L_7 � (TYP.) 71 � 120 Project Title:
MARKING ARROW 72 � � � R9 8' 1 8'T Y P. � � 121 DUMPSTER ENCLOSURE L 7.1 L EG E N D N o rt h S ri n Ru n
W O O D E D p PROPOSED j n
4 STORY BUILDING COURTYARD i ��r. ■ ' � �
1 62 UNITS , � � - - - - PROPERTY LINE 1 3 1 Exce lsior Avenue
� TRASH ENCLOSURE ' 73 � N R5' '� �
-- N � I — — BUILD-TO LINE Saratoga Springs, NY 12866
TYP.
R18.5' 6 r � � FLUSH CURB � —x—x—x—x— FENCE
M
I � 122 123 124 125 126 127 128 129 130 _ �� �
� ' I
R�� �, R3'TYP. WALL
;` � -
I � T � T -- ACCESSIBLE PARKING, 1 I 6"CONCRETE CURB
�;� ' R5� 136 ACCESSIBLE 1 (TYP.) L-7.1 � — TRANSITION CURB
� ,, � �� PARKING, (TYP.) L-7.1 162' � �
137 VEHICULAR ASPHALT PAVEMENT
� ,'� R5'
, 13 � 138 TRANSITION 7
CURB L-7.0
` f 132 0, � CONCRETE 8
� 139 4 STORYPBUILDING ' PEDESTRIAN ASPHALT PAVEMENT
33 �3� PAVEMENT, TYP. L-7.0 �
� 40 UNITS �
� CONCRETE PAVEMENT
2 134 140 - BIKE RACK �6 2
L-7.1 FLUSH CURB � '
135 � , 141
' �
R5 R5
1 12' BUILD TO LINE %' 75' ±252� 12' BUILD TO LINE � (EXPANSION JOINT) (CONTROL JOINT)
f
/T� ,�I,'` 26, -- �`,
� l � � co� l �— SIGNAGE Project No.: 2019013
� � � � � � � � � � _ _ . _ .� — � � � � � � � � � � � � � � � � � � � � � � � � � � � � —
CONNECT TO 6'TYP. � 6'TYP. ���� Design: DRC
GREENBELTTRAIL Q LAWN *� �`� Drawn: BAS Ch'k'd: DBH
- o Date: 03/21/2022 Scale: 1"=30'
' 7' � � � � LAWN � Rev: Description: Date:
f � 142 143 44 � 145 146 147 148 149 150 151 152 153
11 ASPHALT ; 2 STOP �
L-7.0 SIDEWALK, (TYP.) ; L-7.1 SIGN 19.50' 22, PEDESTRIAN 4 DECORATNE STREET 5 ASPHALT �� CONNECT TO
- - - —,--- ,/�' 7 TRANSITION � 4 WARNING SIGN L-7.2 LIGHT, (TYP.) �-�•� SIDEWALK, (TYP.) L-7.0 GREENBELT TRAIL
��. �������N " CXCELSIOR AVENUE L-7.0 CURB, TYP. �. CROSSWALK L-7.1
�'
.,�-��,- �;_ ,,. _ _
__a � _ �
— ___ ����
o� ,�,. :, � °� _ _ �� —
y . c 30 0 10 20 30
_
CONCRETE g
MANEUVE ING EXISTING CONCRETE 4 PEDESTRIAN ` ```�,�` SIDEWALK L_7,0 Drawinq Title
SIDEWALK L-7.2 WARNING SIGN � -
Scale: 1"=30'
Layout &
Planning Board # xx.xx Materials Plan
Approval
Approved under authority of a resolution adopted
by the Planning Board of the City of Saratoga Springs. orawinq No.
Chairperson I _�.0
L
Date Signed:
GRADING NOTES:
1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 3/5/2019 PERFORMED �
BY NORTHEAST LAND SURVEYORS, LLC.
2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND Th e LA G ROU P
SUf2�/E�(�f2. Landscape Architecture&Engineering P.C.
3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE PeopCe.Purpose.PCace.
START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT 40 Long Alley p:518-587-8100
THEY WILL NOT BE DISTURBED BY CONSTRUCTION. Saratoga Springs f 518-587-0180
NYS ROUTE 50 - Sp�THB NY 12866 www.thelagroup.com
�UND 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A
MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL
SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE Unauthorized alteration or addition to this
REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. document is a violation of Section 7209 of the
New York State Education Law.
NYS ROUTE 50 - 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30'
NORTHgp�ND IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO �O the LA Group 2017
� THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.
�
\ P�epared for.
6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN
\ ACCORDANCE WITH ADA GUIDELINES. C O I1 I f e r L LC
� 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")ABOVE BOTTOM 1000 University Avenue
\ OF CURB UNLESS SHOWN OTHERWISE. Suite 500
� 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND Rochester, NY 05420
\ - GRADE OF THE EXISTING PAVING.
CB-3 - -
- - - - � �
RIM: 269.80 _ - - - - - - - � � � � 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME
INV. IN: 263.53 � � PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE
ADJUST FRAME AND ♦� INV.OUT: 263.43 PROPERTY LINE OUTLET CONTROL � � � � �`� �° TIGHT TO FACE OF CURB. ISSUED FOR:
� GRATE � � � � � � � � � STRUCTURE RAISE FRAME � � �
� � TW: 275.50 � � � 1
\ RIM: 270.40 �� - RIM: 272.15 AND COVER / � � � I 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. SITE PLAN/SPECIAL USE
- BW: 273.50
ADJUST FRAME AND TW: 273.00 - TW: 276.50 - -_- INV. IN:265.00 RIM: 274.00 � � � � CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES APPLICATION
� GRATE ♦ BW: 271.25 BW: 271.50 INV. OUT: 264.90 � � � I INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER.
I RIM: 269.50 � \
\ � 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN
I � EXISTING � I LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO
DRAINAGE TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER.
272.40 �'s2'' �� EASEMENT TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE.
� 275.00 2'S 8� BOUNDARY
ti 6"X 15"WYE TC 272.4 � 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM
_ _ _ 272.30 � ��, CONNECTION �� �� � COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO
^, �� BC 271.9 340 LF OF 48 CMP I GRAVEL LARGER THAN 2",AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT
UNDERGROUND 275.00 ! PLANS AND DETAILS.
� `� YD-1 12"Q1 \ TC 272.7 / I
RIM: 271.00 gC 272,2 DETENTION PIPES \ I
� 2j° INV. IN (4"): 268.50 INV. ELEV.: 265.25 ?�
271.90 \ INV. OUT(6"):268,25 R I I 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND
� � TC 270.1 �� / � ' �` � PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE
� BC 270.1 137 LF OF 12" � � � CHANGES.
� HDPE @ 1.0% � ��� �
271.30 TC 273.9 � I i 11 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE
2�� , B C 2 7 3.4 D O N E B Y H A N D. P L A N T M A T E R I A L S D A M A G E D B Y C O N T R A C T O R S H A L L B E R E P L A C E D I N
�
I
I 1
� � � ��� � KIND.
' �2e9 ... ..z�o::::• • TC 273.6 ' I � 1
.y....:
� �:'��:�;'.'•':•`:�;;c;c::�:%:::':��:�:�.'•::,�+�',.:� BC 273,1 /
> � �
' ' - - - J � 15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING
1
MH-2 -
EXISTING �� I � JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A
DRAINAGE RIM: 268.30 ��ROOF DRAIN WI � � I
EASEMENT O: �69 / ' SAFE CONDITION UNTIL COMPLETION OF BACKFILLING.
INV. IN N 262.30 , SPLASH BLOCK � I
BOUNDARY INV. IN (S): 263.50 � ��� ' i �
/ INV. OUT(12", EXIST.): 262.20 STORMWATER PLANTER(SMP-1) �, � � � 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS
� TOP OF PLANTER: 271.50' NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN
� HYDRODYNAMIC � BOTTOM OF PLANTER:270,50' HOLES, CATCH BASINS, HAND HOLES,WATER AND GAS GATES, HYDRANTS, ETC., FROM
SEPARATOR � CB-4 MH-1 MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY
W N 75 LF OF 12" � �
Z RIM: 268.25 � o RIM: 270.80 RIM: 271.70 DRAWINGS OR AS DIRECTED BY THE OWNER S REPRESENTATIVE.
� , � INV. IN: 262.10 � / HDPE @ 1.5/o INV. IN (E): 268.50 (n INV. IN: 268.20 ' I
� / INV.OUT: 262.01 INV. IN S :269.00 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING
� / / � � 40 LF OF 12" INV. OUT: 268.20
� I� I II PROPOSED 2�2•5� INV. OUT: 268.40 0 � VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES.
TW: 268.50 HDPE @ 0.5/o � I
4 STORY BUILDING CB-6 O
a , BW: 266.00 26 ST ST _ RIM: 272.15 � m 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL
8 �� FFE: 272.50' TC 272.9
CB-2 � 20 LF OF 12 0 INV. IN (6"): 269.35 � � TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS
� I I I �i / RIM: 267.50 26 a J HDPE @ 1,0% 272 2� �,�^ B C 2 7 2,4 INV. OUT 12" : 268,85 � SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING
� I I INV. OUT: 263.70 ,ti�`� � � � r
/ S� TC 273.0 z FROM CONCENTRATED RUN-OFF.WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING
TW: 268.50 / STORMWATER PLANTER(SMP-2) 70 LF OF 12" f BC 272.5 DRAINAGE PATTERNS ANDIOR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS
/ BW: 266.00 / TOP OF PLANTER: 271.50' . 2� `�'�' � HDPE @ 0.5% � PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE.
BOTTOM OF PLANTER: 270.50' � � TC 271.40 f ,��, �
� � J %j/�i � � ::;�� BC 270.90 �' � �" � � 19. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/SLOPES NO Project Title:
ROOF DRAIN WI
� �� � ti SPLASH BLOCK . � ti^� �' STEEPER THAN 1 FOOT(VERTICAL)ON 2 FOOT(HORIZONTAL).
�,�� '�� � 269 �::::�:_::::��:� I N o rt h S r i n R u n
/ , � 273.90 p g
/ „ ...� 271.75 95 LF OF 6" x_x i 131 Excelsior Avenue
� TW: 269.00 / RIM: 271.0 _ 271.75 HDPE @ 2.0% TC 273.65 I � Saratoga Springs, NY 12866
� / BW:267,50 / INV. IN(4"):268.50 •�'� HP 271.5 TC 272.45 BC 273.65 � � YD-2
,'i � RIM: 273.25
/ � j INV. OUT(8"):268,25 BC 271.95 TC 274.20 INV. OUT(6"): 271.28
/ / TC 270.8 „ BC 273.70
� � / , � HDPE @ 1.0/o �
/ � � 105LFOF6
�/ /� �/ �///, BC 270.8 � TC 274.40
� �>� � o
� � � �� 27 LF OF 8" HDPE @ 1.0% BC 273.90 �
/ �� �/�� /" � � �
� .� ��� ���l /,���� � 26 LF OF 8" HDPE @ 1.0% "° ti^�' � TC 273.00 � �
� j� �l � �;�� � 270.38 �^ BC 272.50 ti�Q � ti
1
� / ,�, � � � � ,!,;.� / T�2�0.7 Yo-5 �� � � � � � L E G E N D
YD-4 TC 273.78 �
/ � ,, BC 270.2 RIM: 270.00 RIM:270.10 BC 273.28
1 , / �/ �j � i.� � TC 269.55 N INV. IN 8" N 267.87 274.50 0
��i , � � )� ROOF DRAIN
�, /,���j �j / BC 269.55 INV. IN(6" E): 267.90 "° INV. IN (8"): 268.23 CONNECTION TC 273.40 TC 274.15
268.95 �� BC 273.65 � � � � PROPERTY LINE
INV.OUT(8 ): 267.77 INV.OUT(8"): 268.13 BC 273.40 - - - -
CORE INTO EXISTING TC 270.3 270.82 YD-6&7 TC 273.55 � PROPERTY LINE
� / f BC 270.3 270•90 RIM: 270.00 FFE: 275.0' BC 273.55 � `c: - EXISTING MAJOR CONTOUR
� STRUCTURE FFE:271.0' �
270.82 EXISTING MINOR CONTOUR
INV. IN: 263.88 166 LF OF 8" YD_8 INV. OUT(6"): 268.00
INV.OUT(12" EXIST.): 263.10 HDPE @ 2.0% RIM: 270.00 23 LF OF 8" � TS 274.88 I
HDPE @ 1.0% 27a PROPOSED MAJOR CONTOUR
268.90 INV. IN (8" N):267.64 BS 271.96 I
� TC 270.7 INV. IN(6" E): 267.90 24 LF OF 8" TS 274.88 TS 274.88
�'� '/� ' ' � � HDPE 1.0% TS 274.88 BS 273.72 274.88 �
BS 274.30 272 PROPOSED MINOR CONTOUR
� � /� ///� �/� �; � BC 270.2 INV. OUT(8"): 267.54 @ BS 273.13 Project No.: 2019013
v v V
T ST ST ST "' � 273.62 274.20 ST PROPOSED STORM LINE Design: DRC
� � � � � � � � � � � � � � � � � � � � � � � � � � � � � �
273,03 � ���������� �rawn: Bcs cn�k�d: �BN
269 269.75 270.84 270.45 270.75 271.86 273.30 273.88 274.60 �, o
a ; PROPOSED CATCH BASIN Date: 03/21/2022 Scale: 1"=30'
zso
�''0 270.45 270.58 �'> �'� 272.28 �� �> N, c,
TC 269.15 270.65 � � � p � �� 271.50 Rev: Description: Date:
BC 268,65 � 271.46 � � `''� 2�9 - , �PROPOSED SPOT ELEVATION
� 268 `��� ti � ti �ti �ti �ti�`' AO PROPOSED YARD DRAIN
_. ,
TC 276.90 �
� ����, " � �� � � MEET LINE AND GRADE � -- TC 268.90 � gC 270.20 CB-� � BC 276.40
� � � BC 268.40 SA rl �� RIM: 270.40
� ` � OF EXISTING CURB MEET LINE AND GRADE EXISTING STORM LINE
INV. OUT:267.10 EXCELSIOR AVENUE OF EXISTING CURB
YD-9 E ---
--- RIM: 270.00 - 35 LF OF 12"
-� HDPE 1.0% 30 0 10 20 30 Drawinq Title
� � I � � INV. W (8" N): 267.30 - - @
� I INV. IN (6" E): 267.80
���..�..
INV.OUT(8"): 267.20 ~CORE INTO Scale: 1"=30'
EXISTING I
10 LF OF 6" STRUCTURE G ra d i n g &
HDPE@2.0% INV. IN:266,75 Planning Board # xx.XX Drainage Plan
YD-10 I
RIM: 270.00 Approval
INV. OUT(6"): 268.00
Approved under authority of a resolution adopted
by the Planning Board of the City of Saratoga Springs. orawinq No.
Chairperson I _� .0
L
Date Signed:
UTI LITY N OTES
1. THE CONTRACTOR SHALL CONTACT U,F.P.O, (1-800-962-7962)AND THE PROPER �
LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION
TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK.ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO Th e LA G ROU P
CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF
THE CONTRACTOR. Landscape Architecture&Engineering P.C.
2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE PeopCe.Purpose.PCace.
SARATOGA COUNTY SEWER DISTRICT#1 IN ACCORDANCE WITH THEIR
RESPECTIVE REQUIREMENTS. 40 Long Alley p:518-587-8100
NYS ROUTE 50 - 3. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, NY 1286g prings W.f�elay8oup.com
SOUTHgpUND LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS.
4. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE
BY HAND. Unauthorized alteration or addition to this
document is a violation of Section 7209 of the
5. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE New York State Education Law.
NYS ROUTE 50 - UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS.
NORrHgp�ND 6. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING �O the LA Group 2017
� UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE
DURATION OF CONSTRUCTION.
P�epared for.
��..��
�-�� ; " 7. PRIOR TO CONSTRUCTION, CONTRACTOR MUST FIELD VERIFY GRADES OF
' EXISTING SEWER MAINS TO WHICH THE NEW SEWER WILL TIE INTO. C O I1 I f e r L LC
-___.
, _��___
�,,_ ----�3_
� _ 1000 University Avenue
` �. ` � �`�� - � WATE R SYSTE M N OTES Su ite 500
� \ ____ �
� - -- -� Rochester, NY 05420
\ _._ --- 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER
` \ `� _ _ _ - - - -°--�,� BELOW FINISHED GRADE OF 5'-0".
� � - - - - � -"�--___ '_��i
\ � - - -�._� ..���- 2. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE
-� _.� � �:�
�`"Y_.,,..._....� _d�=.T-__ .r,
� \ �� �� PROPERTY LINE .���:-�� ` '�; CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING.
� ` 3. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN ISSUED FOR:
\ , / � � � � � � � � � � � � � � � � � � � �
v,_
3..�
' ' ♦ � CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS
���`�-�- l' � AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER.
� BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S,D.O.H APPROVED SITE PLAN/SPECIAL USE
_�" �� , �� J,
� APPLICATION
-�___....� �.
'` LABORATORY WILL BE REQUIRED TO VERIFY SANITARY QUALITY.WATER SERVICE
� LINES ARE EXCLUDED FROM THIS REQUIREMENT,
� � � � � 4. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET(EDGE TO EDGE)
/ - BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL
/ ,, �.� ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY
`, �� ' WATER MAIN AND ANY SANITARY OR STORM SEWER.
- �, �� �� � '�� � 5. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE
�:� �
� _51� � ,J TRENCHING DETAIL.
� \ \� �5�� �5� 6. HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER CENTURION
�-..,. �
t ---- A-423 AS SHOWN ON THE DETAIL.
. �_�_- �� ;
� � 7. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT(CLOCKWISE).
�,
`,...
--" ;
l. `�� � � 8. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR
� � � \ j 1 %` INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN.THE CONTRACTOR
� �,� f r i '` SHALL CONTACT DIG SAFELY NY(1-800-962-7962)AND THE PROPER LOCAL
� % AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD
� � � VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY
� COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER
� � 1 �� '� AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
; � � � _._ ,
/ - _ - .
� 1 ,` 9. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC,,
,�'
� , I I I I � SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS
i i
OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE.
/ / / 1
1 � / 1 . � � -
� ` 1 ,� SANITARY SEWER NOTES
,
W � � J � 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES
? r`' �� / i SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH
�' / j ` � THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY SEWER DISTRICT#1
�' � I STANDARDS.
o � / / � I
2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD
a ,, / � � '� / �� SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST
�� ���� '���� I � � � REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION
' <,� I FFE: 272.50' �� SDR-26 WITH SINGLE GASKET PUSH-ON JOINTS.
� I � 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE
� ��'� � � f m SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE
f , / � PLACEMENT OF ANY ORDERS OF SAID MATERIALS. SUBMIT COPIES OF
' / f � APPROVED SHOP DRAWINGS TO SARATOGA COUNTY SEWER DISTRICT#1.
� 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE
� �� ;i��� � � Projec2 Title:
SARATOGA COUNTY SEWER DISTRICT#1, PRIOR TO INSTALLATIONS,
�;��� � � 5. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH N O r l h S p r I I1 g RU I1
/ OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM.
� � PROPOSED x� � LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 131 Excelsior Avenue
� / 4 STORY BUILDING � FEET AND SHALL BE IN ACCORDANCE WITH SARATOGA COUNTY SEWER Saratoga Springs, NY 12866
� " DISTRICT#1 STANDARDS.
� � ,�„- �
' 6. LOW PRESSURE AIR TESTING IS PERMITTED.TEST IS TO CONFORM TO UNIBELL
�o ' PVC PIPE ASSOCIATION, UNI-B-6-98.
/ ,
I
� T � �
;� 1
/� �
;
/ ' �
, � LEGEND
f FFE: 271.0' � � � �
PROPERTY LINE
' PROPOSED
1 � F BUILDING 4 STORY BUILDING 1 �° EXISTING WATER SERVICE
1 CONNECTION FFE: 275.0' BUILDING CONNECTION
INV. ELEV.: 265.00 �Nv. E�Ev.: 2s9.00 V EXISTING SEWER SERVICE
�� I SANITARY SEWER � w PROPOSED WATER SERVICE
SANITARY SEWER CLEAN OUT
� � c�EAN ouT ' SAN PROPOSED SEWER SERVICE
� �.,
`�, �'. r �_ -� _ ,
, , __ _- ,
r-� ._.
� co� PROPOSED SEWER CLEANOUT Pr��eCt No.: zoiaoi3
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �. -
Design: DRC
��EXISTING FIRE � 45° BEND AND �, � EXISTING AND PROPOSED Drawn: BCS Ch'k'd: DBH
HYDRANT > ' 56 LF OF 6"
'� 55 LF OF 6" 8" D.I.P. THRUST BLOCK Z SDR-26 @ 2.0%
STORMWATER INFRASTRUCTURE Date: 03/21/2022 Scale: 1��=30�
� 1 SDR-26 @ 2.0% -
1' f � � � � � EXISTING 12" Rev: Description: Date:
� � � � � � WATER MAIN _
,�,
, �
w W w w ' w wT W 5T- w w ST W ST- w�:_ � „,r 4�r_
W ,.,, w w w w w-
� - �_ ,��
-�W W�w w w w w w . w w , . - - ._ _ " *� , w N, w w w-
,. ,,.
sA s� -
� sA sA sA sA _.- ,;�. -� �. _.-:�
� � I -
� i � � . � EX�C��OR AVENI�E �
W
��-
�FM �M FM FM FM ;,,.- ,,., " M �e. ;,, :< EXISTING 18" PVC
ti
f SEWER MAIN
' � { �' � 8"X 12"TAPPING ��.,
' � I ' 18"X 6"SDR-26 SEWER � - SLEEVE WITH 8" *�'
' 18"X 6"SDR-26 SEWER
30 0 10 20 30
`' I I j SADDLE CONNECTION � GATE VALVE AND '� '`�_ SADDLE CONNECTION Drawinq Title
' I � 18" INV. (EXIST.): ±262.14 THRUST BLOCK
�y_
: �„ 18" INV. (EXIST.): ±264.15 „_ ,
._. _� ; 6" INV. ELEV.: 263.90 "� 6" INV. ELEV.: 267.88 Scale: 1 30
_ � Site Utilities Plan
�i -; Planning Board # xx.xx
Approval
Approved under authority of a resolution adopted
by the Planning Board of the City of Saratoga Springs.
Dra winq No.
Chairperson
L-4.0
Date Signed:
PLANTING NOTES: �
NYS ROUTE 50 - SpUrHB hp
�UND 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL 13. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: TI Il.. LA G ROU P
GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR 13.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; Landscape Architecture&Engineering P.C.
NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL PeopCe.Purpose.PCace.
NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR
NYS ROUTE 50 - VARIETY OF TREES AND SHRUBS INDICATED,AND ROOT BALL SIZE TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW 40 Long Alley p:518-587-8100
COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED Saratoga Springs f 518-587-0180
- ORTHBOU NY 12866 www.thela rou com
ND "AMERICAN STANDARD FOR NURSERY STOCK."ALL PLANTS SHOULD BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) g p�
BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND
THOSE IN THE LOCALITY OF THE PROJECT. SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. Unauthorized alteration or addition to this
13.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF document is a violation of Section 7209 of the
� ----.,,._ 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI GRASS FREE OF WEEDS, SURFACE IRREGULARITIES,WITH NewYork State Education Law.
_
__
^'��-"�, ``` ---- Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT.AND BARE
�_
��-- ��c���'������r��r�tir�sr�,F�IA NORTFf-50U7H ATERIAL Fi1t�HWA� POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND SPOTS NOT EXCEEDING 5"X5"
'` BOOK821,PAGE467 �O the LA Group 2017
� MAP NO. 117 PARCEL NO. 136,CIRCA 1967 FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF
��� /sEEMaPNorENo.a� _„_ TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE 14. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL
�`�� �— ��`�� BRANCHES OR ROOTS TIP-TO-TIP. TO REMAIN ALIVE AND BE IN A HEALTHY,VIGOROUS CONDITION FOR P�eparedfor.
,_ ._ __.
��`� �'�- — — — — — — — — — �_.�. A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING
� — — — Conifer LLC
� � � � �������"�� -+���-� 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY
-__
�� �� PROPERTY LINE �'�� �--��-_ ___, ,;,� +�-�"-"��� ,�`' ,; �� ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL WORK.
r:vosN�� >r ; 1000 Universit Avenue
�-,4 / � � � � � � � � � � � � � � � � � � � � � � BE PREMIUM QUALITY, APPEAR'FULL', OR'HEAVY'WITHIN THEIR y
4,.f'* �� ��RATO(��"� ���a���.��
_�±�F P� ,:r -�. � I CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE 15. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN Su ite 500
�������� � '�'�' ' �`' � '�' � �'� SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE Rochester, NY 05420
�,
. / I
��` LANDSCAPE ARCHITECT WILL BE REJECTED. IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL
� � �♦ WOODED BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS
`� -- � 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE
� GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. PLANTING LIST.
1
1 j``�� � ISSUED FOR:
' CK 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, 16. GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING
MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH WITH AOSA'S"RULES FOR TESTING SEEDS" FOR PURITY AND
� TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SITE PLAN/SPECIAL USE
— � DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, APPLICATION
85 ' GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED,AS
/ a PLS ' I 6. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY FOLLOWS:
��' 70 75 60 � LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO
PRF PPV � PAG AR ' THE LANDSCAPE ARCHITECT. PROPORTION GERMINATION PURITY
POTENTIAL FUTURE �. �� I COMMON NAME BY WEIGHT MINIMUM MINIMUM
CONNECTION TO Q � Q 7. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED
NEIGHBORING PROPERTY , PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE o 0 0
� LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF CREEPING RED FESCUE 50/0 85/0 95/o
2 2 ' PLANTING. OR CHEWINGS FESCUE
I,r' AR` GT o I 8, CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE o 0 0
KENTUCKY BLUEGRASS 25/0 85/0 90/o
, � �� � ,,''� ���� � STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS
/ ;, __ : - --. _ AND PERENNIALS.
TOP SOIL AND I PERENNIAL RYE 25% 90% 90%
3 3 3 SEED, TYP. I 9. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3")OF SHREDDED
I r'; BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS 17. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM
� j� CA GB HS ��^ MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422)AND
� 3 3 3 4=ry� SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK BASED ON THE'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY
HS GB GB �� Q°� MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL
z � �,��z o SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS,
]��z PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS
� ���o GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR.
�/ CA 3 2 '��x I MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND
a' G B I G ��¢ 10. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN TOXIC MATTER HARMFUL TO PLANT GROWTH,
� HS � � O N T H E P L A N T I N G P L A N A N D T H E N U M B E R O F P L A N T S I N T H E P L A N T
a �� LIST,THE PLANTING PLAN SHALL GOVERN. TOPSOIL SPECIFICATION:
I �
�TREELINE �� 11. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS
' 3 � PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING GRADATION:
/ / Hg r
/ � PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND
`��' �"````'��'`- �� 1 m SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS
.���,4T�G,4�ArR����y�a / 3 3 � UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE
aooKs�b,Pa�Es�s AR INCLUDES PRUNING, WEEDING,WATERING, FERTILIZATION, AND MIN. MAX.
&BooK�o�a,Pa�r 2^, � ��� /� � CA CA f � � �
�rx�.� n.n. ��.5�n � RE-SEEDING AS NECESSARY. #10 100 PH RANGE: 5.2-7.0
/ #20 78 95 ORGANIC MATTER:4%-6%
� /� 3 3 � Q 12. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS #40 67 87 MAGNESIUM: 35LB. PER AC
/ p CA IG � � Q AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN
� PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. #60 48 78 PHOSPHORUS: 75LBIAC
WOODED , / 3 3 COURTYARD GT —' I TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. #100 40 75 POTASSIUM : 85LB/AC
� / JH CA � #200 28 63 SOLUBLE SALTS: NOT TO EXCEED
� / � � '� � 3 500 PPM
/ CK x— Hg #270 22 55
, j` 5 � � � .002 2 7 Project Title:
, f �" �K � North S rin Run
� 2 2 p g
;' �'�� � 131 Excelsior Avenue
, CK IG DECIDUOUS TREE 1 Sarato a S rin s NY 12866
� PLANTING, (TYP.) L-7.2 � g p J �
�,i � CA 4 6 2 3 SHRUB PLANTING, (TYP.) L-7.2 '
� CA CA IG GB
f;' � PROPOSED 5 '
4 STORY BUILDING 3 PROPOSED JH
� f h 62 UNITS GB 4 STORY BUILDING �
� ,r , � 4o �N�TS 4 LEGEND
�l 4 2 � IG
2 2 2 IG JH
� IG HS IG 8 � � � � � PROPERTY LINE
1 12' BUILD TO LINE HS 12' BUILD TO LINE �
11��
i �.
� `�� TOP SOIL AND SEED
� 1 ' \ ,
- - - - - - - � —;- - - - 9 - - - - — - - - - - - - - - - , � F _
,
b 4 �
�
�� � "� + DECIDUOUS TREE PLANTING
___ '
, # , �- �- � \\
_ _ _ . _�_ �
Project No.: 2019013
r _. .. _, _�
i OOO Design: DRC
� SHRUB PLANTING Drawn: BAS Ch'k'd: DBH
3 2 ,�;� DECORATIVE STREET
CO GT f EXCELSIOR AVENUE LIGHT, (TYP,) GREENBELTTRAIL
Date: 03/21/2022 Scale: 1"=30'
;
� DECORATIVE STREET LIGHT
'�� Rev: Description: Date:
f �' SITE LIGHT FIXTURES
, _ �,; _ ,, � _
;� . _;
, - _ � .� _ — �_ � _ _ -
�
KEY QT BOTANICAL NAME SIZE CONDITION
TREES
AR 4 Acer rubrum e ap e 3-3,5"cal. B&B 30 0 10 20 30 Drawinq Title
CK 5 Amelanchier canadensis oney ocust 3-3,5"cal. B&B
CO 3 Cercis canadensis ac erry 3-3.5"cal. B&B
T strya virginiana e owwoo - .5"ca. B&B
Scale: 1"=30'
SHRUBS AND GRASSES La n d sca pe P I a n
CA 31 Cletheraalnifloria'hummin bird' Summersweetclethera no. �ont. Planning Board # xx.XX
GB 18 Ga lussacia baccata Black Huckleberr no. 3 cont.
HS 25 Helictotrichon sem ervirens Blue Oat Grass no. 2 cont. Approval
IG 21 Ilex labra'Shamrock' Inkberry Holly no. 3 cont.
JH 15 Juni erus horizontalis' lumosa com acta' Andorra Juniper no. 3 cont. Approved under authority of a resolution adopted
by the Planning Board of the City of Saratoga Springs. orawinq No.
BIORETENTION BASIN PLANTINGS
PAG 60 Andropogon gerarlii uestem no. con .
PLS 85 Lobella siphilitica ar ina ower no. con . Chairperson I _ � 0
PPV 75 Panicum virgatum'Ruby Ribbons' u y i ons e witc grass no. con . L .
PRF 70 Rudbeckia fulgida ac - ye usan no. con .
Date Signed:
�
NYS ROUTE 50 - SpUrHB
ovn►o The LA GROUP
� - _ _ ,� Landscape Architecture&Engineering P.C.
�_-
� 22 Lithonia Lighting 1 8268 �DSXO LED P3 40K T4M I QSXO LE�P3 40K T4M MVOLT 0.9 71 � PeopCe.Purpose.PCace.
�MVOLT I
Nl/ � _ 40 Long Alley p:518-587-8100
S �O�T A `-�-:� � Saratoga Springs f 518-587-0180
- � �O - N�RTHBOUND � I NY 12866 www.thelagroup.com
Mex:47QScd
1 Lithonia Lighting 1 B268 ��,D57(0 LED P3 40K T4M DSXO LE�P3 40K T4M MVOLT 0.9 142 {
Mvo�T I Unauthorized alteration or addition to this
,_� o I document is a violation of Section 7209 of the
--_.�_. g � �f��-; . New York State Education Law.
NEW YORK STATE ROUTE 50,FNA NORTH-SOUTH ATERIAL HIGHWAY �az:��oscd �O the LA Group 2017
'` BOOK 821,PAGE 467 -
MAP NO. 1 17 PARCEL NO. 136,CIRCA 1967
� � (SEE MAP NOTE NO.4)
�``� � /� P�epared for.
- �- -� - � -
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CONNECTION TO � '�c,� , , , T i i f
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J. . . . �
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BOOK 516 PAGE 373 6 �0.8 /�0.9 �0. '0.4 + + � + + + + + « «
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/ 1 Projec2 Title:
4 / 4 4 4 4 4 �4 � '
r 1.0' 1.4 1.9 2.0 . 0.8 �1.3 �1.7 �1.9 �2. � .0 �1.8 1.5 �1.0 �0.7 �0.5 �0.4 0. � � � ' .
` 0.9 1.3 1. 1.�.3 North S rin Run
� . . . . . p g
�1.1 �1.4 �1.6 � + + + + + + 4 + +
I � . I 0.7 1. 2 1.3 1. .3 1.3 1.1 + + + . 131 Excelsior Avenue
� 1. 1.1 1.0
�ff j Saratoga Springs, NY 12866
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0.5 0. 0.8 0.9 1.3 .9 * + + + + '
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PROPOSED
�.4 ��.2 ��. � . � 4 4 STORY BUILDING
� 40 UNITS
� ' ' ' PROPOSED '
� . 1.6 12 0. 3
� 4 STORY BUILDING '
� 22 �16 �11 •0���04 � � 62UNITS 3 � LEGEND
�
/ 22 �2.0 �1.5 �1.1 �0.7 �0.4 � .
.'f 1
� � � � PROPERTY LINE
1.4 �1.5 �1.3 �1.0 �0.6 �0.4 �p '
1 12' BUILD TO LINE � DECORATIVE STREET LIGHT
1 12' BUILD TO LINE � �
�� J . 1.1 0.9 0] 0.5 0.3 �0.
I f;'
} � 1 c co� � �
� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �'` �=r - PROPOSEDLIGHTFIXTURES
� � Q � � �
+,02 PROPOSED FOOT CANDLE
�
ti
� � � ��'�
1
° Project No.: 2019013
�
� � Design: DRC
Drawn: BAS Ch'k'd: DBH
, � DECORATIVE 5
� EXCELSIOR AVENUE STREET LIGHT, (TYP.) L-7.1 Date: 03/21/2022 Scale: 1"=30'
�f
'�� Rev: Description: Date:
f
�
30 0 10 20 30 Drawinq Title
Lighting
Scale: 1"=30'
Photometric
Planning Board # xx.xx Diagram
Approval
Approved under authority of a resolution adopted
by the Planning Board of the City of Saratoga Springs. orawinq No.
Chairperson I _6.0
L
Date Signed:
CONSTRUCTION SPECIFICATIONS: 3"
EDGE OF EXISTING ROADWAY TURF FLUSH CURB CONCRETE SIDEWALK FLUSH CURB
1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR 1l4" REVEAL (MAX.) JOINT SEALANT TO 1l2" DEPTH �
RECYCLED CONCRETE EQUIVALENT. CONCRETE SIDEWALK 1/4" REVEAL(MAX) 2'WIDE DETECTABLE
WARNING STRIP TOOLED JOINT WITH 1/4" RADIUS EDGE
2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE 6"CURB 6'TRANSITION
RESIDENCE LOT WHERE A 30 FOOT MIN.WOULD APPLY. CURB BACKER ROD Th e LA G ROU P
3. THICKNESS-NOT LESS THAN SIX(6)INCHES. (TYP.)
4. WIDTH-TWELVE 12 FOOT MINIMUM, BUT NOT LESS THAN THE ---------------- ------------
_____ PREMOULDED JOINT FILLER.CUT BACK
� � � � : - / , 4'-0" MIN. RAMP WIDTH 4'-0" MIN.WIDTH AS NECESSARY AFTER PLACEMENT Landscape Architecture&Engineering P.C.
FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS o 0 0 � `" • 3'TRANSITION CURB,
' � ��� ������ � ��"� 6'TRANSITION Pea Ce.Pur ose.PCace.
OCCURS.GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE - �� ���o��� ��q�o G` 2'WIDE DETECTABLE EXPANSION JOINTS TO OCCUR 30'O.C. MAX, p p
o z � ���� ��o�� TYP. EACH SIDE.
AREA PRIOR TO PLACWG OF STONE. � � p�� o oo� o WARNING STRIP CURB WHERE CONCRETE MEETS VERTICAL SURFACES
5. ALL SURFACE WATER FLOWWG OR DIVERTED TOWARD `" � ���� p � 3/8"JOINT 40 Long Alley p:518-587-8100
o�o o<- OR IMMOVABLE OBJECTS SUCH AS CURBS,
CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE � �o� o�o PEDESTRIAN CURB RAMP-TYPE 1 PEDESTRIAN CURB RAMP-TYPE 2 Saratoga Springs f 518-587-0180
ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM � ,� �`��'� �'� � WALLS, FOOTINGS ETC,AND IN LOCATIONS
�' �a- I�fY 12866 www.thelagroup.com
WITH 5:1 SLOPES WILL BE PERMITTED. ��,o �'' AT GRASS STRIP N.T.S. AT PAVED AREA N.r.s. EXPANSION JOINT SHOWN ON PLANS.
6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION �
WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT NOTES: 3 Unauthorized alteration or addition to this
INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED 1. RUNNING SLOPE ON CURB RAMP&SIDE FLARES SHALL BE 7.5% FOR TOOLED CONTROL JOINT. PLACE 5'-0"O.C. document is a violation of Section 7209 of the
IMMEDIATELY. 50'-0" DESIGN, 8% MAX. UNLESS OTHERWISE SHOWN ON PLANS. New York State Education�aw.
7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 2. CROSS SLOPE SHALL BE 1.5% FOR DESIGN, 2% MAX. 1/4 THE DEPTH OF THE CONCRETE
AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 12"THICK,50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATER AL 3. DETECTABLE WARNING STRIP SHALL MEET ADA GUIDELINES. SLAB c0 the LA Group 2017
APPROVED SEDIMENT TRAPPING DEVICE. OVER COMPACTED SUBGRADE PRODUCT SHALL BE LISTED ON NYS DOT APPROVED MATERIAL LIST.
8. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PEDESTRIAN CU RB RAM P
PROVIDED AFTER EACH RAIN EVENT. Prepared for.•
STABILIZED CONSTRUCTION ENTRANCE
6 Scale: NTS 1/4�� C o n i f e r L LC
1 Scale: NTS 6'ADJACENT SIDEWALK TRANSITION CURB 1000 University Avenue
10' MAX. �TO� 36" MIN. FENCE POST CONTROL JOINT
FINISHED GRADE 3'ADJACENT LAWN SUIt2 SOO
36�� MIN., 2�� HARDWOOD FENCE POSTS, � CONCRETE JOINTS Rochester, NY 05420
DRIVEN MIN. 16" INTO GROUND FLUSH CURB
FILTER FABRIC Scale: NTS
w z
a > w � 1/4" RADIUS 6"
��
� o 0
N FULL HEIGHT FINISHED GRADE, TURF/ 1l4 RADIUS
`� � ¢ � REVEAL ISSUED FOR:
� C° � � ~ z FLOW PLANTED CONDITION
m � � � � � >I _�> - PAVEMENT(SEE PLAN)
� � z SECTION i:i `� C° SITE PLAN/SPECIAL USE
� � � TRANSITION CURB . _ '��� aPPucaTioN
`° 7 NOTE. � ° ° ° �
� " Scale: NTS EXPANSION JOINTS � I I II I II I I o
.�%� F�-� EMBED FILTER CLOTH SPACED ALONG I I I=I I I r-' CAST-IN-PLACE/SLIP FORM CONCRETE
MIN.6" INTO GROUND CURB 10'O.C. MAX. =I I II I II I I � d � g� CURB, SEE CONCRETE SPECS LISTED ON
PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY �.I I I ¢ ,� CONCRETE PAVING DETAIL.
,�r
TO FENCE POSTS W/STAPLES SECTION 4"CONCRETE PAVING WITH BROOM _ I=I I I ' COMPACTED GRAVEL(TO 95%STD. PROCTOR)
FINISH PERPENDICULAR TO PATH OF � ;I I I-I I I ~ NYSDOT SECT. 304 SUBBASE TYPE 4
CONSTRUCTION SPECIFICATIONS: TRAVEL.SEE SPECIFICATIONS BELOW. _I I I I-I I 1-
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL �I ,II
EITHER"T"OR"U"TYPE OR HARDWOOD. �-I I I I I I-I I I I I I-I I I-I I I-I I I-I I I- -1'I'�COMPACTED OR UNDISTURBED
SAWCUT CONTROL JOINT; SEE DETAIL I I I-I I I I I I-I I I I I I-I I I I I I-I I I I I I-I � SUBGRADE TO 90%STD. PROCTOR
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. �.-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 I I,- � )
FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING. EXPANSION JOINT.SEE DETAIL
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 6"x 6" N0.6/6 WOVEN WIRE MESH 6" 7" 6"
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. N WITH 12" LAP SPLICE AND 2" BOTTOM 1/4" RADIUS
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN"BULGES" DEVELOP IN THE SILT FENCE. � -------------�----------�--"--- -- - CLEARANCE EXCEPT A.O.B.E. 1/4" EXPANSION JOINT AT 6�� 1/4"RADIUS
6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. SIDEWALK, SEE JOINT DETAIL �
� - � '� 6"GRANULAR SUBBASE COURSE NYS CONCRETE SIDEWALK
DOT SECT 304, TYPE 4 COMPACTED
2 S I LT F E N C E TO 95%STANDARD PROCTOR. ___�__�__ ,
Scale: NTS MAX. 2 0 " PAVEMENT(SEE PLAN)
�, �, �, SUBGRADE COMPACTED TO 90/o STD. ° `�
� ���
��, �, �, �, �, �, PROCTOR. ��
�, �, �, �, �, �, �, NOTE: � `
�" �" �" �" �" �" �" �" �" �" TYPE 1 : PEDESTRIAN TRAFFIC LOADING ALONG CURB�1I0'O.0 MAX.D ��- =
�' �' �' �' �' �' �' �' �' �' �' I I I-i ` CAST-IN-PLACE/SLIP FORM CONCRETE CURB,
� � � � � � � � � � � � I I I-I I I- o �° SEE CONCRETE SPECS LISTED ON CONCRETE
� � � � � � � � � � � � � ���-���- a y
� � W � � W � � W � � � � � � SAWCUT CONTROL JOINT; SEE DETAIL I I I=I I I=I l f;; PAVING DETAIL.
� I I I-I I I-I � �' j COMPACTED GRAVEL °
6"CONCRETE PAVING WITH BROOM I I I=I I I (TO 95/o
FINISH PERPENDICULAR TO PATH OF I I I=I I I=I I I I-�� STD. PROCTOR)NYSDOT SECT.304
TRAVEL. SEE SPECIFICATIONS BELOW.
I I I I I I=I I I I I-I I-I I I I I I I I I-I I I I I I I SUBBASE TYPE 4
NOTES: I'-I I I I I I=I I I I I I=I I I= I I=I I I= I I I � COMPACTED OR UNDISTURBED
EXPANSION JOINT. SEE DETAIL i i= i�i-I I-I I I-I 1=1 I I-I I I _I I I-1 I I I�I-J
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.LOCATION SHALL BE APPROVED BY THE OWNER'S 6"x 6" N0.6/6 WOVEN WIRE MESH SUBGRADE(TO 90%STD. PROCTOR)
6„ �„ 6„
REPRESENTATIVE PRIORTO INITIATING WORK. � WITH 12" LAP SPLICE AND 2" BOTTOM CONCRETE CU RB
2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1.MAXIMUM HEIGHT SHALL BE 12 FEET. = CLEARANCE EXCEPT A.O.B.E. � O
� -------------------------------
3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. Scale: NTS
4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. IF DEEMED NECESSARY BY QUALIFIED INSPECTOR. 6"GRANULAR SUBBASE COURSE NYS
TE M PO RARY STOCKP I LE - _ DOT SECT 304,TYPE 4 COMPACTED NOTES:
3 '° 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET,
TO 95%STANDARD PROCTOR. TOP COURSE-NYSDOT ITEM DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE Project Tit/e:
Scale: NTS SUBGRADE COMPACTED TO 90%STD. 402.098302-9.5F3 H.M.A., 80 TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. •
8'MIN. CONCRETE�-CONCRETE WASHOUT SIGN PROCTOR. SERIES COMPACTION BASED ON ANTICIPATED VOLUMES AND LOADS,THE CITY N o rth S p ri n g Ru n
WASHOUT STAPLES(2 PER BALE) WOOD OR METAL ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION 131 Excelsior Avenue
STRAW BALE STAKES(2 PER BALE) . TACK COAT-NYSDOT ITEM TO BE INCREASED TO CARRY DESIGN LOADING. Saratoga Springs, NY 12866
� � � � o TYPE 2: VEHICLE TRAFFIC LOADING 407-0102 DILUTED 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE
10 MIL THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER
PLASTIC �n Q BINDER COURSE-NYSDOT ITEM COURSE.
LINING � v ��°o� 402.198902- 19F9 H.M.A., 80 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING
� � �, NOTES: Q 'o�.
� w ��?o SERIES COMPACTION PG AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS.
1. EXPANSION JOINT SPACWG-20'-25'O.C. � '`�� BINDER(LIQUID ASPHALT) ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER
0 0 2. CONTROL JOINT SPACING- 5'O.C.
z 3. NOMINAL CROSS SLOPE-1/8"TO 1/4" PER FOOT(MAX.SLOPE 1:50 TYP.)TOWARDS STREET OR A.O.B.E. GRADE SHALL BE PG-64-22 AND SHALL BE PAID BY THE CONTRACTOR.
NOTES: 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO
� 4. MAX.SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12.
� 1. WASHOUTS SHALL BE PLACED IN ACCORDANCE WITH THE PLANS AND AS COMMENCING PAVING OPERATIONS.
0 0 5. CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER.
DIRECTED BY THE QUALIFIED INSPECTOR. COMPACTED GRAVEL-
6. SIDEWALK WIDTH TO BE 5'MIN.OR AS ORDERED BY CITY ENGINEER. �`V�`V�`V��
2. LOCATE 100' FROM STORM DRAINS, OPEN DITCHES,WETLANDS, STREAMS AND � <�//�//�//' NYSDOT TYPE 2 (SECT. PAVEMENT TOP BINDER GRAVEL
0 0 �� �%%�
OTHER SURFACE WATERS. � ;�������� 304)COMPACTED TO 95% TYPE COURSE COURSE COURSE
\y\jAjA
3. PRE-FABRICATED STRUCTURES MAY BE USED IF APPROVED BY QUALIFIED GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHW SARATOGA SPRINGS RIGHT OF WAYS: %�/�//�/��, STANDARD PROCTOR __
INSPECTOR. \\� MIRAFI 500X GEOTEXTILE PEDESTRIAN PATH 4"" 6"
O O O O O 4. CONTRACTOR SHALL SIZE TO CONTAIN ALL LIQUID&CONCRETE GENERATED BY 1. SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE.
WASHOUT OPERATIONS 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. SUBGRADE-COMPACTED TO PARKING LOT 1-112" 3" 12"
5. INSPECT DAILY FOR SIGNS OF DAMAGE OR LEAKS& IMMEDIATELY MAKE 3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 90% STANDARD PROCTOR
10 MIL PLASTIC LINING NECESSARY REPAIRS. *TOP COURSE SHALL BE NYSDOT ITEM 608.020102 AND
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN COMPLETED IN (2) LIFTS.
6. CLEAN, OR CONSTRUCT NEW FACILITY WHEN WASHOUT BECOMES 75% FULL. SARATOGA SPRINGS:
STRAWBALES STAKED INTO GROUND REPLACE PLASTIC LINER WITH EACH CLEANING. ASPHALT PAVEM ENT
7. WHEN FACILITIES ARE NO LONGER NEEDED, REMOVE HARDENED CONCRETE, 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER.PLANS MUST BE APPROVED
CO N C RET E WAS H 0 U T SLURRY&WASHOUT MATERIALS&LEGALLY DISPOSE OF OFF SITE OR RECYCLE. BY THE COUNTY COMM.OF PUBLIC WORKS. Scale: NTS
4 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.)FROM THE EDGE OF SHOULDER. PROPOSED PAVING EXISTING PAVING TO REMAIN Project No.: 2019013
SCale: NTS 3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. Design: DRC
INLET GRATE
KEYED PAVEMENT TO BE FLUSH WITH Drawn: BAS Ch'k'd: DBH
NOTES: CITY OF SARATOGA SPRINGS CONSTRUCTION SPECIFICATIONS PROPOSED TOP 12�� EXISTING PAVEMENT TO REMAIN Date: 03/21/2022 Scale: NTS
1. INSTALL INLET PROTECTION IN ACCORDANCE WITH MANUFACTURER COURSE � 1 1/2" MINIMUM DEEP KEY INTO
INSTRUCTIONS. 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF / EXISTING PAVEMENT Rev: Description: Date:
2. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD.ALL PROPOSED BINDER TACK COAT TO BE APPLIED TO
STEEL FRAME FOR OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE.QUANTITIES MAY VARY DUE TO VARIATIONS IN COURSE / / EXISTING PAVEMENT BEFORE
BAG REMOVAL FROM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF'APPROVED / � � / �/ �
INLET TRAPPING ALL PARTICLES NOT PASSING A N0.40 SIEVE. EQUAL'MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. � / / � / / OVERLAY
3. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER SUBMITTALS FOR'APPROVED EQUAL' MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE(3) �
a EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED PREVIOUS JOBS. SEE ASPHALT
� WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT OR BELOW,A NON-CHLORINE ACCELERATOR IS PAVEMENT DETAIL \ � EXISTING BASE MATERIAL
o CAUSE FLOODING OR BYPASSING THE INLET. DAMAGED OR CLOGGED BAGS REQUIRED PER A.C.UI.SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT OR ABOVE,AN NOTE '�
o� INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I.305R-99.
� SHALL BE REPLACED.A SUPPLY SHALL BE MAINTAINED ON SITE FOR THIS DETAIL IS FOR NEW
0 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS AND SHALL CONFORM TO
Q REPLACEMENT OF BAGS.ALL NEEDED REPAIRS SHALL BE INITIATED BITUMINOUS PAVEMENT ADJACENT
� THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS"A"MIX(OR APPROVED EQUAL). COMPACTED SUBGRADE
m IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT NOTE:A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE TO EXISTING BITUMINOUS Drawinq Title
° AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. WATER-CEMENT RATIO.UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH PAVEMENT TO REMAIN.
0
N
�°' POZZOLAN. THE INITIAL SLUMP PRIOR OT THE ADDITION OF A SUPERPLASTICIZER IS APPROX.2-3 INCHES. PAVE M E NT KEY
' 4. ALL SIDEWALKS CONSTRUCTED FROM NOV. 1-APR.30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE
� SEALER PER NYSDOT ITEMS 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT � � Scale: NTS S ite Deta i I s
m�, INFILTRATION. PIaI1I1II1g BOard � XX.XX
5. ALL SLIP FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE
o' (OR APPROVED EQUAL).
� 6. ANY CLARIFICATIONS, REVISIONS,OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL BY Approval
� �, THE CITY ENGINEER.
o Q� _ _ Approved under authority of a resolution adopted
Z�� CONCRETE PAVEMENT bythePlanningBoardoftheCityofSaratogaSprings. oraw�nqNo.
(n�N
Q�� - - V
�N o ISOMETRIC VIEW INSTALLATION DETAIL
o,a Scale: NTS
�N�
m�,�, Chairperson I _�•
L
m� � INLET PROTECTION - FINISHED PAVED AREAS
�o �
� �Z
° �� 5
acnLL
Scale: NTS Date igned:
NOTES:
1. ALL FASTENERS TO BE STAINLESS STEEL �
3 RESERVED PARKING 3 NO PARKING SIGN. �
L-6.1 SIGN (ACCESSIBLE) L-6.1 LOCATE 2. SEE LAYOUT PLAN FOR LOCATION&ORIENTATION OF STRUCTURE.
NOTES: 3. PROVIDE SHOP DRAWINGS PRIOR TO ORDERING ANY MATERIALS Th e LA G ROU P
�- 1. CROSSWALK TO MEET DRIVE EDGE AT FLUSH CURB.
z 12„ 2, 2. CROSSWALK PAVEMENT MARKINGS SHALL BE Landscape Architecture&Engineering P.C.
Q REFLECTIVE PREFORMED PERMANENT PAVEMENT
a PeopCe.Purpose.Place.
�CONCRETE w MARKING TAPE OR EPDXY PAVEMENT MARKING PAINT
� WITH REFLECTIVE SPHERES APPLIED TO THE WET 40 Lon Alle 518-587-8100
SIDEWALK z PAINT PER NYSDOT SPECIFICATIONS. UPPER AND LOWER CROSS Saratoga Spr ngs �518-587-0180
� 3. CROSSWALK MARKINGS SHALL BE WHITE. SUPPORTS TO BE 3"X3" I�IY 12866 www.thelagroup.com
o EXTRUDED TUBULAR STEEL
C° SECTIONS
Unauthorized alteration or addition to this
FLUSH CURB 6"CONCRETE FASTENERS TO BE STAINLESS document is a violation of Section 7209 of the
CURB New York State Education Law.
STEEL BOLTS OF TYPE,SIZE,AND
TRANSITION CURB �, SPACING RECOMMENDED BY
FENCE MANUFACTURER �O the LA Group 2017
O O LOUVERED FENCEVERTICAL
PEDESTRIAN CROSSWALK Preparedfor.�
4"WIDE PARKING 4 COLOR:WHITE Con ifer LLC
� LINES Scale: NTS �
1000 University Avenue
NOTES:
POSTS TO BE 4"X4"EXTRUDED Su ite 500
CAST ALUMINUM FINIAL AND ROOF TUBULAR ALUMINUM SECTIONS Rochester, NY 05420
NYS STANDARD 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE SAME FINISH AS POLE
COORDINATED WITH THE CITY ELECTRICIAN AND WITH SOLID END CAPS-IMMBED
ACCESSIBLE STERNBERG ORNAMENTAL LIGHT FIXTURE 36" INTO FOOTING
ICON DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR
2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR TEMPERATURE,TYPE 5 DISTRIBUTION, 120-277
PAYING CONNECTION CHARGES FROM NATIONAL GRID. VOLT DIMMABLE DRIVER ISSUED FOR:
THE CITY OF SARATOGA SPRINGS TAKES OVER THE ACRYLIC ACORN LENS
LIGHT ONCE CONNECTED. SITE PLAN/SPECIAL USE
8'-0"TYP. 8'-0"TYP. NO-PARKING AISLE PAINTED 5T TWIST LOCK FITTER
WITH 4" DIAGONAL LINES 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND �� FINISHED GRADE APPLICATION
NOTES: BETWEEN BASES USE 2"SCHEDULE 40 PVC DRIVER COMPARTMENT
1. MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING ANDIOR STRIPED AREA SHALL
NOT EXCEED 1:50(2%) NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS ELECTRONIC PHOTOCELL
2. CENTER SIGNS ON PARKING SPACES UNLESS OTHERWISE SHOWN OR NOTED. WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: (STREET SIDE) �
3. PROVIDE'VAN ACCESSIBLE'SIGN FOR ALL VAN ACCESSIBLE SPACES. THHN COPPER STRANDED NUMBER 6 COLORED RED, � .
.��. .
WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. � • � � •�� .
PROVIDE A SEPARATE HANDHOLE, SYNERTECH M�� 4"-3" DIA.TAPERED POLE, .125 WALL ..�.e .: �. :e. �� •a� , .a�.
A C C E S S I B L E P A R K I N G L A Y O U T SYN121212HH02, TO BE OWNED BY THE CITY FOR THE °P THICKNESS, 6063-T6 STRUCTURAL GRADE :�• .I .
� ALUMINUM, POLE WELDED FOR SINGLE UNIT �I �� �� .. �, .�. 4000PS1 CONCRETE FOOTINGS.
1 Scale: NTS D I S C O N N E C T N E A R T H E B A S E O F T H E E L E C T R I C P O L E � o a� �,`., al ,� SLOPE TOPS TO DRAIN.
OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND CONSTRUCTION, BLACK FINISH � '.I
SEE NOTES INSTALL(1)5l8 INCH COPPER GROUND ROD IN � �� ��� � ` I " �a
T E X T L E T T E R A P P R O X.S I Z E M.U.T.C.D. I I
SEE NOTES FOR SIZE TYPE OF SIGN NO. HANDHOLE.WIRE AND CONDUIT FROM HANDHOLE TO � � e a � a � � '
.: :.u�.� �• .�� �
SPECIFICATIONS POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF . .. � , ;� � �
CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT �� °� � � �
PASRKN� ACCESS DOOR �° � ' � �°�� � �'
A SEE 12"x18" P-1-1 FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V °���� a�
� M.U.T.C.D. 1.5 S.F. WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ CATALOG NUMBER:
FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF PT-D650SRLED-5T-4AR22T5-
SEE
CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP MDL03-A-PEC/4214T4IBK 1'-6"
B � M.U.T.C.D. 12"x6" R7-8A FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND �oOO� E N C LOS U RE F E N C E AN D GAT E
PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA 17 DIA. BASE WITH 0.750 FLOOR THICKNESS,
FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH FOUR ANCHOR BOLTS AND ONE GROUND STUD. 7
� z SEE 30"x30" R1-1C LAMP. RUN#12 THHN COPPER, (RED, WHITE AND Scale: NTS
M.U.T.C.D. 6.25 S.F. 3��
o � � T P GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS 4 CHAMFER
z
w o NYSDOT STANDARD GALVANIZED CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN _
� POST&BREAKAWAY HARDWARE BASE OF LIGHTS.THE LIGHT IS TO BE MOUNTED `'' FINISHED GRADE
APPROVED BY CITY TRAFFIC a DIRECTLY INTO CONCRETE BASE USING FENDER z
DEPARTMENT SEE 30"x30" WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH � ZINC PLATED ANCHOR BOLT
p � M.U.T.C.D. 6.25 S.F. W11 2 THICKNESS, AND LOCK WASHERS. N ASSEMBLY PER MANUFACTURER'S
,..
V � RECOMMENDATION
z 2" PVC SCHEDULE 40
� NO DIRECT BURIAL
ELECTRIC 17" DIA. BASE, 12"DIA BOLT q
�' BASE POST DRNEN INTO VEHICLE 12,�X�8�, CIRCLE, DIAMOND PATTERN, � GROUND ROD PER N.E.C.
cHaeciNc SEE R7-111
GROUND (CONCRETE E PONLYG M.U.T.C.D. 1.5 S.F. FOUR 2"x 18"ANCHOR BOLTS � 4000 PSI CONCRETE BASE WITH
SHALL NOT BE USED) �
REINFORCING, 20' DIA.
� UNDISTURBED SUBGRADE OR
ELEVATION NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. COMPACTED TO 90% STANDARD
NOTES: SCHEDULE PROCTOR
1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS 20„
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE Pro�ect Title:
SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. � D ECO RAT IVE STRE ET L I G HT N o rt h S p ri n g Ru n
PHYSICAL LIMITATIONS ANDIOR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL
CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. Scale: NTS 131 Excelsior Avenue
2. POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. REFER TO
3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED ELECTRICAL PLANS Saratoga Springs, NY 12866
EQUAL AND SHALL MEET THE LATEST NYSDOT RETROREFLECTIVITY REQUIREMENTS. CONCRETE BASE TO BE AND SPECIFICATIONS
FLUSH IN ALL SIDEWALK FOR LIGHT FIXTURE
2 T RAF F I C S I G NAG E AREAS PROVIDE ANCHOR AS PER
Scale: NTS EXPANSION JOINT. MANUFACTURER'S
RECOMMENDATIONS
1.6"-2.4" DOME 0.3"MIN. FINISHED GRADE-SEE 1"CHAMFER IN ALL LAWN
��,' PLAN FOR MATERIALS OR PLANT BED AREAS
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� a a Project No.: 2019013
DOME SPACING - a
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GENERAL NOTES: _ ° a ° �-- ANCHOR BOLTS AS PER g
� ' MANUFACTURER'S Drawn: BAS Ch'k'd: DBH
1. NEW CONSTRUCTION: EMBEDDED PREFORMED TEXTURE WARNING DEVICES SHALL BE EMBEDDED IN THE CONCRETE PER NYSDOT �, --..� � a
ITEM 608.02. RECOMMENDATION Date: 03/2�/2022 Scale: NTS
2. WHERE TEXTURE WARNING DEVICES MUST BE RETROFIT, PREFORMED DEVICES SHALL BE INSTALLED PER NYSDOT ITEM 608.01. � . � �
3. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE,THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FIELD(THE a a -" 4000 PSI CONCRETE Rev: Description: Date:
DOMES AND THE ENTIRE 24"LEVEL SURFACE) IS FOR ILLUSTRATION ONLY. _ BASE WITH 15" DIA
4. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF ° ` , ° SONOTUBE FIBER FORM.
THE CURB RAMP OR FLUSH SURFACE, EXCLUSIVE OF SIDE FLARES. "- REMOVE FORM TO 6"
5. LOCATION OF DETECTABLE WARNINGS: DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE WARNING FIELD 6"COMPACTEG•••-• o BELOW GRADE AFTER
NEAREST TO THE ROADWAY OR STREET SURFACE IS 5"-9" (12"WHERE TRAVERSABLE CURB IS USED)FROM THE EDGE OF THE GRAVEL BASE � POUR. PROVIDE (6)#5
� ROADWAY/STREET,OR FROM THE FRONT OF THE DROPPED CURB,WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF _„re�•� °o � VERTICAL BARS EVENLY.
� THE SIDEWALK CURB RAMP. COMPACTED SUBGRADE � SPACED AND#4
0 6. DOME ALIGNMENT: THE ROWS OF DOMES SHALL BE ALIGNED TO BE PERPENDICULAR OR RADIAL TO THE GRADE BREAK BETWEEN GROUND ROD PER NEC HORIZONTAL BARS 12"
o� THE RAMP LANDING OR CURB RAMP AND THE STREET. REQUIREMENTS O.C. PROVIDE 3" COVER
; 7. COLOR REQUIREMENTS.THE DETECTABLE WARNING FIELD SHALL VISUALLY CONTRAST WITH THE ADJOINING CURB RAMP,OR OTHER ALL SIDES.
� ADJACENT WALKWAY SURFACES WHERE THERE IS NO CURB RAMP, EITHER LIGHT-ON DARK, OR DARK-ON-LIGHT AS DEFINED IN THE
Q
U
s AMERICANS WITH DISABILITIES ACCESSIBILITY GUIDELINES(A.D.A.A.G.SECT. 1100). SUBMIT COLOR FOR APPROVAL. 15"DIA. Drawing Tit/e
�
� 8. OMIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 24 INCHES OF SPACE BETWEEN THE DETECTABLE WARNING FIELDS.
�
�� DETECTABLE WARNING SITE LIGHT POLE FOOTING
�, 3 6 Site Details
� Scale: NTS Scale: NTS
� Planning Board # xx.xx
m,
� Approval
�
oQ�� Approved under authority of a resolution adopted
Z�o by the Planning Board of the City of Saratoga Springs. oraw�ng ivo.
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8"x8" P.T.WOOD
POST; 8'-0"O.C.TYP. �
�� �u4ar�s�u �n�sTrcaari MITER CUT TOP
�! j GALV.TURNBUCKLE >1 PER CABLE �---��r���a� m ncco�raNce --
,J 1 � �IT� Ji��d 68�J.661�, �� ��
se� rs�T�: s. 4 x12 WOOD RAIL
� p/ ��� ' P[[1F5fRIhN CR0551NIi SIGNS I"ll lNS7ALLE�• .t ���'� '���� �9��� __
� �f CONTRACTOR RESPONSIBLE FOR KEEPING sncK Ta �acK 7o a�. vrsi��.r ��n�a anrw � �� Th e LA G ROU P
� ��'� , , �f/ �l TREE PLUMB. IF STAKING, INSTALL 2"X2" �«HcrlaNs Murco ma. w�� z 3/4 GALVANIZED
I / , �� � . SQ. OR 3" DIA. HARD OR SOFT WOOD BOLTS WITH WASHER Landscape Architecture&Engineering P.C.
�\ ~ ` � ` "� RECTANGGI.Aft kAFlp FI.ASHtNG BkAGON tHIZF61—r. AT EN� NUTS TYP.
\ / / '�� STAKES, IN ACCORDANCE WITH THE A.>;�'Ma�Y w�7H �wc� �Eo ARRhrs riC�'t�� Fr�tiNT ANo PeopCe.Purpose.PCace.
` I l /J� SPECIFICATIONS. (3)STAKES REQUIRED a�eK ANa corrF�RMan�N ��cwts oN EncH s�oE � �
FOR TREES GREATER THAN 2"CAL. aR�aw �nME�s �zi i�srau.En BacK-- � 2 � ~COMPACTED NYSDOT 40 Long Alley p: 518-587-8100
� f�? BACK TO 6E VISIBLE IRON BOif4 �`'�t.. _._._�`-'�"
304-2.02 TYPE 4 Saratoga Springs f 518-587-0180
I�fY 12866 www.thelagroup.com
��`. -'1 � � /� / a3RECTIONS MUTC€} NQ. Wi5-7P r� - --�.__. # .
� � i .��� � ' � �i I I- UNDISTURBED
� � � ,l� �-,����� SUBGRADE
� � ' ��f� FLISHHl1TTaN 51CN
W� �'�' CURB FACE Unauthorized alteration or addition to this
�. ��� , ��� �urca No. ��o-zs
� � document is a violation of Section 7209 of the
� .�J '" ' NEATLY WRAP ALL DECIDUOUS TRUNKS �'
�
� New York State Education Law.
'� / l- ' � �usHBu7TotiiN aeco���KCE � � PLAN SECTION �
TO A HEIGHT OF THE SECOND LOWEST �`�. �
� � '` y� /�f � � BRANCH (FALL PLANTING ONLY) W�T AID UNf}ER RRFB � � c0 the LA Group 2017
� i T
� ��a / �/ rt-� ' PLACE 1:2 MORTAR CAP ���'�� ���I�'?`
�� � ��`-�� � ROOT FLARE SHALL BEAR SAME aFr�R Po�E �s PwM�
—T�/ ir � � RELATIONSHIP TO FINISH GRADE AS IT � � 8"x 8"WOOD POST, Prepa�ed for.�
' �� � �� TYP.
��/ �`�� � / � � BORE TO EXISTING GRADE IN THE �" � A:k _ ,
�.� � NURSERY COI1Ifer LLC
�� \\� � ,_,-,, - . � �4��x12��WOOD RAIL; 16� 1000 Universit Avenue
�\ 3" DEPTH SHREDDED BARK MULCH; PULL .` ' ` ;`°�-_�; c:,a`
_; ~ 1 MAX. LENGTH Y
� AWAY FROM TRUNK. '�� � Su ite 500
CUT ROPE SURROUNDING BOTTOM OF - �� Rochester, NY 05420
� c�aur�owiaE - � i i
REPAIA Gff I�fPLACE
TREE TRUNK AFTER BACKFILLWG BUT 'n s�FncE�`+ x��� aR rs ELEVATION
ANCHOR BOLT LENGTH, - � SFE�Ir3EQ Dh TNE ?LANS
BEFORE MULCHING. DO NOT REMOVE piaME��R nNo ao�r czRc�e
BURLAP. AS PER MANIl�ACTIJREft �.�����T � S�Ecut�n
3" HT. PLANTING SOIL SAUCER, rp�E FauNanT�oN zH acco�pa�c€ • - � 4� ��� ���s NOTE:
E . EQ. ' COMPACTED w�T�� �r�� Ea�.�oor ISSUED FOR:
Paio �Ha�� Rr�Fs SUBMIT SHOP DRAWINGS FOR
..--�..�.-. -...---.-.-. - - � � � � � I APPROVAL PRIOR TO CONSTRUCTION
IT i�-����I
SITE PLAN/SPECIAL USE
�_�__--- PLANTINGSOILASSPECIFIED � RrC7ANGULAR RAPID FLASr{1N� �EACO�d �SiE��LY WOODEN GUIDERAIL APPLICATION
- 45° 6" NATIVE SOIL DRAINAGE MOUND
_ -----'_�-- , I7EM a5�4.���1021� � Scale: NTS
_ --- COMPACTED TO 92%. (POORLY DRAINED �
SOILS ONLY) .
- - � . �
�� -�--'_�--�__`_ NtlTES:
I I ----- . _ . . - ,
UNDISTURBED SUBGRADE
2�-0�� 3< RECTANGULAR kAP7Q FLASFlMG a�ACON �RRFOI SYSTEM SHAL�. BE F€JRNISHEo ANn 11�S7k��f�
D E C I D U O U�N T R E E P LAN T I N G UNpER ITLM 68(7.82210LI Q AND MUST 6E IN CDNFORMANCE WITH THE LAfEST VERSIDN 'JF ThE
MANUAL 4F LIN1FUft�4 '�RdFFIC CON1RUL �EV10E5 (MiJTCUl STdN�AR�S ANO Gl�1QELIME4.RRF8
1 5YSTE� SHALL M1E�T [1R EXCE�f] 7HC MINIMUM REQfJ�t'sEMEN75 SPECIFiE[I TN FHI�d �#EM�7RSt�1pUAi
lA-il, +/-19-3/8„
Scale: NTS 4. RRF� SHALL 6E NORMALLY DAaK. RRFB SYSTEM SHRLL ]NTTIATE OPERk7CQf�5 ONLY UPah
PE�ESTRIAN AC'fIJpTION. FLASH CYCLE SHALL BEGIN IMMEDIATELY UP�N ACTUATI4N ANQ 41[L� � POWDER COATED BLACK STEEL
R�MAIN ACTIV� FaR �o sEcarra5, BIKE RACK,MODEL 4180-IG-P BY
Q SPACE SHRUBS AS INDICATED 5. llPON ACTIVATION BY ADA COMPLIhNT PUSHBLITTON, SYSTEM SHALL ACTII�A7E ALL IM1i�ICATO?5 3�i BELSON OUTDOORS OR
o ON PLANS BOTH SIpEs oF TH� ROAdwAY FOR TN� RRFB SYSTEAS. APPROVED EQUAL
� fi. T€;E P4LE5 PROVI�E� FDR THE RRFB SHALL &E COLORE� �ARK BR6Wh{ S6Eh�lAIdSN ht0!+PE
BRONZE`CONkJ A7 THE FAC70RY. CONYRACTOR TO SUBMIT COL(]R SAMPLE TQ 7H� CrT'! Fs�n - `
� �' � ROOT FLARE SHALL BEAR SAME APPROVAL PRIOR T(1 �R�ERING. M W
r'� ,� o RELATIONSHIP TO FINISH � + �
`"' �}-w W GRADE AS IT BORE TO ` ``�� `"° I I EXPANSION JOINT
c�-��;��� � PREVIOUS EXISTING GRADE (���oF 5arata�;a S��rings �-Ballstc�n A�.�c TraEfic In�j�,rovcments,Septc�rib�r � � CONCRETE wA�K
�,� U �^''' 2U14 '
;� 4�'� � � 0 3" DEPTH SHREDDED BARK y�_� �
MULCH; PULL AWAY FROM
�' o a° �.�' ROOT FLARE. � '
� � 'i� i� I
M �i
CUT AND REMOVE BURLAP I� li %°ACHOR ROD '
z FROM TOP 1l3 OF ROOT BALL I� ' I '
�
� PLANT SHRUBS IN CONTINUOUS �p'��- ��� coNCRETE Foorwc
� z BED OF SPECIFIED PLANTING �,� �,� coMPacrE�
� SOIL - -
y SUBGRADE
RE£TANGULAR RAP16 FLASHENG
UNDISTURBED SUBGRADE ��'�5���? r�crawcuu�sa�iu�i�c s�acao�s(r�eg)srn�oa�o o�a�
12" � � wn�r� N�C�n�t�0�5: NOTES:
MIN. 1. VERIFY DIMENSIONS OF BICYCLE RACK&STAKE LOCATION
W1�-2�34,x30,) ✓ PRIOR TO START OF FOOTING CONSTRUCTION&INSTALLATION
{6i18ROR GRAPHIC 1, SINq.f LAHE R�AUWAYS 1 LANE PER OIRfC71UN -OR- 2 LANE R4A6WAY5 2. INSTALL EMBEDDED ANCHORING PER MANUFACTURERS
FOR I�T s�c�}� � E2��°��c¶0����P�O����� SPECIFICATIONS
2 OTiE OF 1HE FOLLONINC WARRANFS IS hIET:
3.a.P�llESTRlp1!CROS5INGS GREAIEft AHAN 15 DURING PfAPf H�UR
SH R U B P LA N T I N G 3.b 7RpIL CR(155iNG IS PRE�NT
2 Scale: NTS � � 3. C(�l�DdRS 1HAT ARE CON96ERfD TO HAVE LOW VISIBIl9TY F�OR IAU'fORIS1S�R J
W16-7P 24'x12"�� " PfUES7RIANS Pro ect Title:
(AIiRROR NtROW FOR SIGN � *�F 1HfRE IS A HIGH PE�ESTftIAN CRqSH FREQUfNCY(piEA7ER 7HAN 3 PfR VEAR) B I KE RAC K
RT LEAST(MVE li�AIiAENT(EITH�!HIGH N5161LITY�H}SSWALaC,RRFB,PEUESiRIAH (�
PRECAST CONCRETE BLOCK RETAINING WALL, �����y.x��, R�rvc�s.o�cu�e�w��NS)SHOULD BE INSTALLEU " Scale: NTS N o rt h S p ri n g Ru n
REDI-ROCK OR APPROVED EQUAL. S��p�4,�a s�a� aeTa���
131 Excelsior Avenue
12��WIDE STRIP OF GEOGRID WRAPPED THROUGH pEOEsm�nn {��'�j �r�� Saratoga Springs, NY 12866
BLOCK AND EXTENDING FULL LENGTH (L)BACK �� -
28"TOP BLOCK INTO REINFORCE FILL ZONE, TYP.
TYPE A Sd(�I POST(SaUARE
(SEE NdTE 5� _ — - .
SETBACK= 1.625°
(5° BATTER ANGLE ON WALL) (*tiERAL NOTES
GROUND LEVEL
1. TWE AtINIMUAM HOR9ZDNTAL CLEARA�E(�FROM 1HE EUGE QF ASPHALT PAVEWIENT Ta 1�Y
� � PRO�CitON(MI THE SIGN R55fAiBLY PtlLf SNIUl 9E 2'-0'.
.-� . 2. THE PEIfESTRIhM WARNING SIGN ASSEA4�Y SFIALL BE PRO(�tAAlAlm SUCH THAT WHEN
—iii=lii=iii=iii=iii=iii=iif=ii�=iil=lli=iii=iii=lii=iil=iii=i
—I I — — —I I I I ONE PUSFI B13PfOti IS PRESSED,THE RRFBS C1N B�1N SIDES OF 601H PEOESTRIAM
II 1=111 III 111=111 III�IIII III III— III 11=i
i i I '— I i 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 I 1=1 I L WAi2NiNG S1GN R55EGIBLIES ASaOCIATE!?WITN THE q20S5WAL1f YMERE THE P115H
�� � I I I� � B1117C1N�'AS PRE55m SHALL BE ACTIVATED.
- _ iii PEQ�STRIAN WARNIhJG SfGN ASS��IBLY - DRIII�R VI�W N
3. MAfEAI AN RRFB IS USE[f IN CaN.AlNC130N N1iH A RAISED PfDESIitIAN I�AANO,A
��� I I III II I i (NOT FO SCALE} REAl67E PUSH BUTfON SHAiL BE Lf3CAlE�(7N AtE ISU1#D TO REACAVATENTHE SIGNAL
(LENGTH OF GEOGRID STRIP-TYP.) I 7II���IIC r�Q�v��E PEOESTRIAN IS UNABLE ttl COiAPLEl�1NE Gi�NG IH 1}iE
111=1111
MOVE BLOCK ;_ _ : 111=II 4. sanR POw�rr c,vr e€€�cEo►�n� u�NA�c euR�aT pow�souRc�
FORWARD DURING ,i��iii���ii - �'- 5 RffER TO YUTC-0 dc NYS AIUT(�}SUPPLEl1EN7 Fpft RftFB OIiJENSION
WSTALLATION TO = = _ -_ - _ -_ �� � 5
�I I Ili li lil I II I II I Ili li lil I II I II I II I II I II I il I II I II I II I II I li i II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II II III I li i il I II I II I III II III I r 6. PEDESIHIAN DE7EC110N SHALL C�IAP�Y w1TH FAUTCO SEG11oN 4E.�.
— i =i i� i i i i I I=i� i i i �i i i i i i i�=i i� i i i i 1=i i i i i i J I I I I I I I� �U S H 1. 1HE RI�B!.�OI11[7 BE PUf7ED ON 1ME R�GH7 SiDE OF 7HE PFIIE5TRiAtI FAdNG THE
ENGAGE SHEAR i � � � �� ii� � �_���_
KNOBS (TYPICAL) � ' � "
� � III S1REE7 TO PRE4ENT THE RRfB ASSFBLY FR(1AI BLOCKING hIE PEllESTRIAN'S 41EW OF
_ _ ���_ � i i i�i i i��i i_ B�ITTDN TO o�—caMiKc��c.
FREE DRAINING BACKFILL TO - - TURN ON
i�EXTEND AT LEAST 12" BEHIND WALL =_== WARNING -" --
. .����� �T�� ��i�i���
LIGHTS
\� Project No.: 2019013
-�NON-WOVEN ;'ii iliil iii iii iii i'
GEOTEXTILE FABRIC ,-i ii__ _= MUTG� R10-25 S[GN DETAIL 9"X12° .
- t�
_ _ _ _ _ = DRC
Desi n:
ii
- - � � ��II
_, ,_ , _ _ -�I�����I�I�I�I���I�I�I�I���I�I�I���ii (war To scn�.� 9
�— � �
GROUND 28" MIDDLE 'III���IIIII���III���IIII�����IIIiI������III������III������III������III������III������L Drawn: BAS Ch'k'd: DBH
BLOCK -I i�—�i�_�� i I� i I—I I I I I I—I I I I I I I I I—I i: Date: 03/21/2022 Scale: NTS
LEVEL � �� ��� ll1=��� ��� lli-
-_ _ �_ r� ���- ��� ��i iii iii iii iii i��
28�� BOTTOM :�,�������������������������������������������,, PEDESTRIAN WARNING SIGN Re�: oe=�r�pt�on: oate:
_-�,�,�, �,�,�,-�,�,�, �,�,�, �,�,�,_��
BLOCK - �i iii iii-iii iii iii _ 4
�nen � �r i��-,��-���-i i i-i io-i i-i��i i i i i i-i i i i i Scale: NTS
i i I�I I I� � �� �� 1� 1L ll1 lll
i-iii �i�-iii iii iii-ii
� - - - - � ill����l III III I�I-III I�I-I�� ��� ��I-i _
� .� - -- -- _
� ' �PERFORATED SOCK
J CRUSHED STONE�'
� LEVELING PAD DRAIN (AS SPECIFIED BY
o� ENGINEER)
0
�
J
� REINFORCED CONDITION
U
o Drawinq Tit/e
N NOTE:
�
�
�' PRECAST MODULAR BLOCK RETAINING WALL IS A DELEGATED DESIGN ITEM S i te D eta i I s
� REQUIRING SHOP DRAWINGS STAMPED BY A NYS LICENSED PROFESSIONAL ENGINEER
3 DETAIL PROVIDED FOR BIDDING PURPOSES ONLY.
m Planning Board # xx.xx
�
� PRECAST BLOCK RETAINING WALL Approval
o Q� � Scale: NTS Approved under authority of a resolution adopted
��o by the Planning Board of the City of Saratoga Springs. orawinq ivo.
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Date igned:
�
1 PIPE LENGTH(18'-0" MIN.) PROPOSED FINISHED GRADE
OR EXISTING GROUND LINE Th e LA G ROU P
(2)3/4"Q1 THREADED TIE RODS, TELESCOPIC PATTERN Landscape Architecture&Engineering P.C.
WASHERS&NUTS AS SPECIFIED; VALVE BOX PER CITY Pea le.Pur ose.PCace.
APPLY(2)COATS OF COAL TAR OF SARATOGA SPRINGS 1' 1'
EPDXY PAINT FOLLOWING
EXCAVATION STANDARDS 40 Long Alley p:518-587-8100
ASSEMBLY(20 MILS MIN.DFT BACKFILL AND PROPOSED 12"x6" FINISHED GRADE�
TOTAL),TYP. COMPACTION PER w TAPPING SLEEVE AS \� Saratoga Springs f 518-587-0180
CITY OF SARATOGA o INDICATED ON THE
I�fY 12866 www.thelagroup.com
MECHANICAL JOINT RETAINER SPRINGS v PLANS
GLAND FOR DIP PIPE,AS REQ'D. STANDARDS z Unauthorized alteration or addition to this
� EXISTING 12"DUCTILE
"� IRON PIPE WATER MAIN document is a violation of Section 7209 of the
z New York State Education Law.
6"�DIP, CL 52,WATER MAIN PER 3,000 PSI MIN. g
CITY OF SARATOGA SPRINGS CAST-IN-PLACE CONCRETE o c0 the LA Group 2017
STANDARDS.AS INDICATED ON THRUST BLOCK �
THE PLANS. ` FULL LENGTH OF PIPE
UNEXCAVATED/
a �UNDISTURBED EARTH
CENTERED ON SEWER LINE Prepa�ed for.�
0 0 ° a ° �
° ° Conifer LLC
1000 University Avenue
z
CRUSHED STONE PIPE BEDDING, 12"X 12"SOLID PRECAST � SUlte SOO
AS SPECIFIED CONCRETE BLOCKS(6"MIN. WATER LINE Rochester, NY 05420
THICK) MECHANICAL JOINT SANITARY SEWER
TAPPING VALVE&M.J. (GRAVITY OR FORCEMAIN)
RETAINER GLANDS PER CITY OF OR STORM SEWER
SARATOGA SRPINGS STANDARDS
WATER SERVICE CONNECTION *SEENOTE *SEENOTE
ISSUED FOR:
1 Scale: NTS SITE PLAN/SPECIAL USE
APPLICATION
NOTES:
6"SADDLE WITH STAINLESS (REFERENCE-RECOMMENDED STANDARDS FOR WATER WORKS, 2012 EDITION "TEN STATE STANDARDS")
STEEL STRAP PER 45° OR 30° BEND AS REQ'D
MANUFACTURERS 1. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT
RECOMMENDATION, ROMAC BE MAIN-TAINED,WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER,WITH BOTTOM
INDUSTRIES, INC. OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL
SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL
18"SEWER MAIN BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS,THE SEWER
� SEWER LATERAL SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO
O BACKFILLING.
� SLOPE: 2% MIN. (1l4" PER FOOT)
� 2. PARALLEL INSTALLATION
45° OR 30° BEND 2.1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER,
SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE.
2.2. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A
CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER.
� PIPE BEDDING
� � � � � �� �� �� �� �/���/���/���/�� ���� �� � � UNDISTURBED SUB-GRADE 3. CROSSINGS
� , / //A//A//A//A//A//A//A//A//A//A//A//A//A//A//A//A//A//�. ,
` /��/��\��/��/��/��/��/�/�/��/��/��/��/��/��/��/��/� ;�; , 3.1. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF
�/��/�! �����i��������%��!��/�f THE WATER MAIN AND THE OUTSIDE OF THE SEWER.THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE
� \ \
���/j����tti� � �; �ii��/� SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER.
,�,• V/
�r�!�������r���������� �����% � ,;�r�!��' 3.2. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE.
: '�/��/��/��/��/�� �/ o SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED.
��`'�i�A��A��A��A��A� �\�'`�5
`�;��<��<�i<���� �/'
2 CONNECTION TO EXISTING SEWER MAIN 5 UTILITY CROSSING DETAIL
Scale: NTS Scale: NTS
8„
#30 ROOFING FELT WATER MAIN
SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT.AS THRUST BLOCK (OR SEWER
MIN EXIST. PVMT. � �`� FORCE MAIN)
SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. KEY r' ti GRADE
PRIOR TO PLACEMENT OF NEW PVMT. �T• ,-;��� � � � � ���°
ITEM DEPTH MATERIAL METHOD OF < �� � �% ,%ti;%'`� ��` CONCRETE THRUST
LAWN RESTORATION PVMT. RESTORATION PLACEMENT ` � , , ��� „ , `'l ,.�A%
�,; � � ��� ,r, r�,�,�,,� l�ry ���� , BLOCK SCHEDULE
��`�� �� / � '� , : /� ,
TOPSOIL&SEED ti �; :, �
AS SPECIFIE �NEW. PVMT., SEE DETAIL PIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL %.;, j,�f�' �� ��,� 4,000 P.S.I
# 1 &2 COMPACTION � -f � %!z �'%'"
_ �A`j � A�j� �; Project Tit/e:
PIPE ZONE BACKFILL 12" MIN. CRUSHED STONE �` � � �'�' �A� ` �� �A��w ;'.
� COVER COMPACTION �~f' ; F/jjj�\`.� 'i�\ O //��/, � ` r '��: %� e " ,,,, '
North Spring Run
1 M ECHAN ICAL �f�r 4\�� /�\������1���; .��� � ' �'�,�\������\���r
�1� � FINAL TRENCH BACKFILL VARIES SEE NOTE �; r ,, _
_ ZN 131 Excelsior Avenue
, `��`` WID
� w SUBBASE MAT�L.; COMPACTION W� � Saratoga Springs, NY 12866
� � � � REFER SECTION A-A
� TO NEW PVMT. DETAIL �� UNDISTURBED SOIL
� o o BURIED METALLIC PLAN (TYP.)
� NOTES:
,,� c� c� IDENTIFICATION 1. FINAL TRENCH BACKFILL
z z WARNING TAPE �r
c�n � � 1.a. IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL , ,;
� o � FINAL TRENCH BACKFILL BE EXCAVATED MATERIAL WHEN DETERMINED ��� ��� �r � `"
� , � ��� ��
w X � v N z (SEE NOTE) SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE % /� ; � ���
� ¢ � � %`` �\j�y �, /r i', `\�� %\�'r
� �� IT SHALL BE STRUCTURAL FILL. MIN. MOD. PROCTOR > � /�/�/`� \ ,/� � ��f �� �
Q PLACE 5 MIN. CUSHION <�' .� � i ��
� o � � �� . DENSITY SHALL BE 85 PERCENT. `� �����%'��'�� �� � � �:�, � ,,� /�, �-
MATERIAL ON TOP OF � �--r-�' -=-�-� �—.=- ,,
"' `�' � 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE �"` ,�,�//�/j�r��` r
. ��� �. .�.��� �� �� � � � �� ,
o .. INSULATION �,, 1 l �,.,;� � �
. ..: ..:� . .
STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY ; ''�
� � ` � � � �� �� PIPE ZONE BACKFILL �� \ t ' ��'t`
� � � �� Q�Q ���� . SHALL BE 95 PERCENT. ://� � " � ' �
` �, � �
O� ��V� \ r �f/�% � � - �"v�r' ,j _ r
O• 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL /j�//�// ,,,,f-r, ,�,�,,r�---��- ` ,� ��j /� �' ���`
��t�i�A��\l 'r`��� ,, �, /,� ,,
TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. ✓%� r, ������������ , � f���j�
COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS %�!j�\/j�\/j��/j���j��/i � `�',%>�i�`�i'f�/�/��//�'`�'f'���j\/��
z SHALL BE MECHANICALLY COMPACTED TO THE NOTE: RETAINING GLANDS ACCEPTABLE
� PIPE O.D.+24" PIPE ZONE BEDDING SATISFACTION OF THE ENGINEER. FOR USE AS APPROVED BY CITY
C° MIN. MAT'L 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL ENGINEER.
TIMES. NOTES:
3 PI PE TRENCH SECTION 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK:
PIPE TRENCH SECTION SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V±= LD (W+ I.D.)-I.D.
THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY Project No.: 2019013
THREADED CLEANOUT PLUG WHERE:
YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT Design: DRC
FINISHED GRADE FOR UNPAVED 10" LETTERING ON COVER:SAN.SEWER REQUIRED. Drawn: BCS Ch'k'd: DBH
AREAS WITHOUT FRAME&COVER V=VOLUME IN CUBIC YARDS
FINISHED GRADE FOR PAVED AREAS WITH L= LENGTH OF BLOCK IN FEET Date: 03/21/2022 Scale: NTS
FRAME&COVER 2. CONCRETE NOT TO OVERLAP ANY JOINT. D - DEPTH OF BLOCK IN FEET
W-WIDTH OF BLOCK IN FEET Rev: Description: Date:
3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH I.D = INSIDE DIAMETER OF PIPE IN FEET
�l REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE.
-I I I I I I I I I I = , 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS 6. REQUIRED BEARING AREAS ARE BASED ON
�
, ALLOWABLE SOIL BEARING CAPACITY OF 2000 ps.i.
LARGER THAN 12" DIA.TO BE APPROVED BY CITY ENGINEER.
�, ) � SYRACUSE CASTINGS N0.4155 (MEDIUM CLAY)WITH A SAFETY FACTOR OF 1.7.
� ���� ,
�,� � CAST IRON FRAME&COVER, OR PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD.
Q ?� I ��� EQUAL
� `
� � �� � ��� 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL
� �� I THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO
� 1 SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH
o UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST Drawinq Title
�
� OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS
�, CRUSHED STONE —, 1/8 LONG SWEEP BEND REQUIRED BY THE ENGINEER.
° (NYSDOT#1)
� Site Utility Details
� 4"SDR 26 PVC REQUIRED BEARING AREAS&DIMENSIONS FOR CONCRETE THRUST BLOCKS
m Planning Board # xx.xx
�
� 6"BUILDING LATERAL TEE 90° (1l4)BEND 45° (1/8) BEND 2-1/2° (1116) BEND 1-1/4° (1/32) BEND Approval
� PIPE SIZE AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS
o a� INCHES SQ. FT. D x L SQ. FT. D x L SQ. FT. D x L SQ. FT. D x L SQ. FT. D x L Approved under authority of a resolution adopted
Z N p /
�'"N FLOW by the Planning Board of the City of Saratoga Springs. oraw�nq No.
N p'�
�N o � 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2•4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5
o�a
�� ..
m�,�, Chairperson I _�•
L
m� � SANITARY SEWER CLEANOUT THRUST BLOCK DETAIL
��z
� �� 6a�,,� 4 Date Signed:
Scale: NTS Scale: NTS
36" DIA.CAST IRON ACCESS COVER.
IN PAVEMENT LOCATIONS PROVIDE �
VALVE COVER LABELED "STORM"
4"SCH 40 PVC SCREW-IN CAP � The LA G ROU P
✓
I ,� I Landscape Architecture&Engineering P.C.
INSIDE FACE OF MANHOLE � � � i
FLEXIBLE NEOPRENE BOOT SEAL � � Peop�e.Purpose.P�ace.
MORTAR AFTER INSTALLATION ASSEMBLY IN CORED HOLE 4"SCH 40 PVC I � � � 40 Long Alley p: 518-587-8100
OF HOLDING BOOT HDPE INLET HDPE OUTLET � � � � Saratoga Springs f 518-587-0180
4"SCH 40 PVC INV(12")=262.10' INV(12")=262.01' � � I I I�fY 12866 www.thelagroup.com
STAINLESS STEEL COUPLING I I
BAND CLAMP 4"TOPSOIL 4"SCH 40 PVC SCREW-IN �
ALUMINUM ALLOY KORBAN 4"SCH 40 PVC I Unauthorized alteration or addition to this
CAP bo � document is a violation of Section 7209 of the
,; , UPPER RISE I � I New York State Education Law.
2" PROJECTION INTO =„'_ " `� ' 2' LONG#4 REBAR, AS REQUIRED I I
- �
M.H.AT PIPE SPRINGLINE M FOR LOCATING CORE 4.5"QJ HOLE W I c0 the LA Grou
INSPECTION PORT I p 20��
,,. � CHAMBER(4.5"
I I � I ��\ '�;-,. 4" PVC PIPE HOLE SAW REQ'D) MIDDLE RISER �
l � Prepared for.•
, _ HYDRODYNAMIC z WITH INTERNALS �I'
FORM NEW CEMENT INVERT — � — � — .� ��� -�� it 1 I �
� SEPARATOR � COMPONENTS �
FROM NEW PIPE TO EXISTING I I I I �- �� ' ' �� o A ���
�� � � � '�� ANY VALLEY OLDCASTLE MODEL � - - M INSTALLED yi C O I1 I f e r L LC
M.H. INVERT. INVERT r�' ��� ; ;��
`��� CHAMBER LOCATION DVS-48C � � 1000 Universit Avenue
TOP OF BASE SLAB �,., z � � ���� � INLET _ —�� I OUTLET y
� CONNECTION DETAIL � �;� � � SUIt2 SOO
� � z � ��� � � �� � Rochester, NY 05420
4 . `�
3'-0"MAX. � � �" INTERNAL � � �
PRECAST CONCRETE � �"�'��`'^��"��`'`��"��`'`��"'��`� ° � '�i � INTERNAL
BASE SECTION � ��COMPONENTS� � ,
� HDPE INLET HDPE OUTLET � COMPONENTS
PIPE PIPE
NOTE: � � � �� ��
1. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. ISSU ED FOR:
�
�
c�n BASE SITE PLAN/SPECIAL USE
� CONNECTION TO EXISTING MANHOLE DETAIL 4 INSPECTION PORT DETAIL $��#1 CRUSHED � APPLICATION
Scale: NTS Scale: NTS STONE
_ z
cfl �
.zw � 4 m 1 �
` � u��1 `` " �,} `. � .'.
4"MIN.WALL 36
FRAME AND GRATE THICKNESS 44"
TOPSOIL
ALLOW 2" FOR FINAL STORM SEWER PIPE FINISH GRADE
ADJUSTMENT OF FRAME TO BE MORTARED IN
BICYCLE-SAFE FRAME TO BE PLACE NOTES:
HEAVY DUTY FRAME MORTARED TO TOP OF � I I I 1. BOLTED&GASKETED MANHOLE ACCESS COVER
AND GRATE 3' '
�� �� CATCH BASIN WITH . SELECT GRANULAR BACKFILL ELEVATION MAY BE ADJUSTED TO GRADE.
�"`��`'r�" � NON-SHRINK GROUT � � - 2'-6°
<: < r {
`�'.��':>`l<>�c> ;•::e ALLOW 2" FOR FINAL 6° ` 6" ` MIN. I.D.**
� � `� `� HYDRODYNAMIC SEPARATOR
�c�`;' `' �'r,��'� ADJUSTMENT OF FRAME 2'-6" � I z �
**
� �
�� =
MIN. I.D. � � � Scale: NTS
A � z - I
KNOCKOUT *30" MIN.SUMP � � "
, ��
PANEL EACH � � � �` J � � -�`' ``'f EXISTING FRAME AND GRATE. REMOVE
`Q * � D�o AND REINSTALL FLUSH WITH GRADE.
SIDE ' p -
_ �, -�;; , t .� ����_�� � -- _ � � CRUSHED STONE ASPHALT PAVEMENT, FLUSH GRADE
A-A' B-B' �I I I=I I I—I I I=I I II I II I II I I�II��
—iTi—�i�—iT�—;j i__i�� COMPACTED SUBBASE
� � � 12"CRUSHED STONE ON CEMENT MORTAR ALL
� g YARD DRAIN � AROUND FRAME
o UNDISTURBED SUBGRADE � REMOVE AND DISPOSE OF EXISTING
SECTIONS Scale: NTS . < . . � �� GRADE RINGS. INSTALL NEW PRECAST
" CONCRETE-4000 PSI @ 28 DAYS MIN. N.T.S. �� � � . CONCRETE GRADE RINGS SET IN
� ���- REINFORCMENT-6x6- 10I10 WWM ALL NON-SHRINK MORTAR BED.
3:6„ 3 6 FOUR SIDES AND BOTTOM (CONFORM TO
EXISTING CATCH BASIN
g �/iy ASTM STD.A-615) 12-1/8"
� BOLT, BAR&STRAP GENERAL NOTES:
NOTES: CONNECTOR 10-1/4" 1. REFER TO CONTECH BAND SELECTION GUIDE FOR
1.ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. 14 GAGE STEEL � BAND WIDTH, GAGE,AND FASTENER TYPES.
PLATE(OPTIONAL) 12"WIDE 2. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS,
1/2"�BOLTS FLAT BAND 1 1/4"THK.7" RIVETS OR HAND WELDS.ALL ALUMINUM BANDS, BOTH `
CATCH BAS I N KN OCKOUT D ETAI L WIDE FLAT GASKET SINGLE AND DOUBLE BB&S,ARE FURNISHED WITH A 14
2 f� �-�� �; 7/8"Q1 BAR
GAGE ALUMINUM BACK-UP PLATE WELDED TO THE
- BA"°AN°T"ESTRAP. MANHOLE FRAME ADJUSTMENT DETAIL ProjectTitle:
Scale: NTS PRO-SILK SEALANT STRIP FLAT GASKET g
' � t::
CATCH BASIN FRAME AND GRATE, 3 FLANGE BICYCLE-SAFE. ' w FOR GASKET JOINT ONLY 3. REROLLED ANNULAR END CORRUGATIONS ARE Scale: NTS N o rt h S p ri n g Ru n
CURB GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC. RIM GASKETED NORMALLY 2-2/3"X 1/2".
ELEV.AS INDICATED ON PLANS.CEMENT MORTAR ALL SECTION 131 Excelsior Avenue
AROUND FRAME. 14 GAGE STEEL PLATE 4. DIMENSIONS ARE SUBJECT TO MANUFACTURING Saratoga Springs, NY 12866
~� — � ', ' f—PITCH (OPTIONAL) TOLERANCES.
� i� �—�—I I I—I � 3"-4" ROUNDED STONE;
PRECAST CONCRETE GRADE AS REQUIRED; 5. ORDER SHALL DESIGNATE GASKET OPTION. YARD DRAIN
MINIMUM 18"WIDE AND 6" DEEP
� CEMENT RINGS, MORTAR SHALL BE PLACED CORRUGATIONS PIPE PRODUCTS PLANTINGS AS ON TOP OF FILTER FABRIC
O° f I— — �" I I � � SHOWN ON L 5.0
�--; i ^` BETWEEN SECTIONS AND ON ENTIRE
�� - —
o �' — — ,,,r ,� �� . .. " : � .: . � m �. °(��o �I I-1 EXTERIOR 2-2/3"X1/2" GALVANIZED
,_ _ _ �, � .. � ����j a�_ ALUMINIZED TOP OF PLANTER:271.50
.__
- - -- ---- -- - - -
� ��- � �� � 3 X 1 BITUMINOUS COATED PONDWG DEPTH
` — — � d I �—! CONNECTION DETAIL �
DOUBLE 5"X 1" SMOOTH-FLO BOTTOM OF PLANTER:270.50'
BOLT, BAR&STRAP 3l4"X314"X7-1/2" ALUMINUM
A. 3 FLANGE FRAME&GRATE ALONG CURB CONCRETE-LINER
CEMENT MORTAR ALL FRAME AND GRATE, EJIW MODEL 5419 OR APPROVED EQUAL. STEEL ULTRA-FLO 2" MULCH PER SPECIFICATIONS ` ` ` ` ` �
AROUND FRAME GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC. + + + + + + + � - - �
STORMWATER PLANTER SOIL MIX �
F.G. PAVEMENT
PITCH�� �—PITCH H-12 HUGGER BAND DETAIL -
6 CRUSHED STONE WITH FILTER
� PRECAST CONCRETE GRADE AS REQUIRED; Scale: NTS FABRIC, MIN 12" OVERLAP C°
� _ CEMENT RINGS, MORTAR SHALL BE PLACED
— �— a � BETWEEN SECTIONS AND ON ENTIRE 4" PERFORATED PIPE �
] I . .
o I— — I � .. �. �. � � m � � EXTERIOR -��� !
. . _ —
- �� � 45 MIL EPDM !I I I I I-
� I I — . . � � I- WATERPROOF LINER I I I
— 30" � Project No.: 2019013
° I REINFORCED PRECAST CONCRETE BARREL Design: DRC
��—� �` STORMWATER PLANTER
- 4'-0"DIAM. g�� = SECTIONS AS REQUIRED, MANUFACTURED IN
— ACCORDANCE WITH ASTM C478-85a Drawn: BCS Ch'k'd: DBH
— a . � � O Scale: NTS Date: 03/21/2022 Scale: NTS
I I I I °� � — SHIPLAP JOINT MADE WATERTIGHT WITH STRUCTURAL FILL
- _ a I N S P E C T I O N Rev: Descrip tion: Da te:
BUTYL ROPE BETWEEN STRUCTURE 12"STUB TO OCS PORT �
w I I �a =� SECTIONS APPLY BITUMASTIC JOINT INV.OUT: 265.25' $5� 48" 2' M EIRMEABLE LINE
¢ _— �, � _= COMPOUND ALL AROUND AFTER ASSEMBLY OVER TOP OF PIPE
� — — SELECT GRANULAR BACKFILL MIRAFI 160N FILTER
= PIPE SIZE 8c = FABRIC BELOW AND
� — ON SIDES OF STONE
� � � INVERTS AS ����
INDICATED ON N
� FLOVI/�� PLANS PIPE&SLOPE AS N -
� � �
, . . .. - , . � ., �. �
o, _ PER PLAN(TYP)
CRUSHED STONE
� I �— `�� SUBBASE
� �`' 30"DEEP SUMP
m i— 'f � � ��" ��'— BOOT TYPE FLEXIBLE MEMBRANE SLEEVE
� — a '�J � a� ' 12"STUB FROM MH-1 48"CMP SECTION
HUGGER BANDS TYP. D�awinq Title
� oo — � � . � � ° � � ° � � a �` �� ��� INV. IN: 268.10' DETENTION PIPES
,� = L � < � REINFORCED PRECAST CONCRETE INTEGRAL SEE DETAIL ASSEMBLY
�' _ _ �o�� �,� � � %� °�� '�, ���,,�'o�,�;���,o= WALL AND BASE SECTION LOADWG: H20/H25 SYSTEM INV=265.25'
�, T = � ��������o���� o������a _i_ MAINLINE PIPE GAUGE= 16 S ite Uti I ity Deta i I s
3 —; 12 CRUSHED STONE BASE WALL TYPE SOLID
m I — _ _ _ _ =I-��-=i I L- NOTES: ALT2FINISH = PIPEDIAMETER=48" Planning Board # xx.XX
�—� _
° � — �I�� COMPACTED SUBGRADE 1. ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. A roval
� -� � �-� � � I I 1=I I 1=1 I 1=� � �_ �
,� — 2. ALL FITTWGS AND REINFORCEMENT COMPLY WITH ASTM A998.
"' CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES 3. ALL RISERS AND STUBS ARE 2-2/3"X 1/2"CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. Approved under authority of a resolution adopted
�m o B.4 FLANGE FRAME&GRATE DEEPER THAN 4'; STEPS TO BE COPOLYMER • RISERS TO BE FIELD TRIMMED TO GRADE. by the Planning Board of the City of Saratoga Springs. o�awinq ivo.
��� POLYPROPYLENE PLASTIC ENCAPSULATED#4 ASTM • QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR
�N� A615 GRADE 60 STEEL DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR
�� ,
m m� CATC H BAS I N D ETAI L U N D E RG RO U N D D ETE N T I 0 N P I P E S CONNECTION TO EXISTING DRAINAGE FACILITIES. Chairperson L-7.4
m� � 3 7
°'�Z Scale: NTS Scale: NTS
o �.�
a�LL Date Signed:
C
ELEVATION KEYNOTES
OI 4" THIGK BRIGK VENEER Ol ENERGY EFFIGIENT VINYL SLIDING PATIO DOOR 14 BUILDING ENTRY LIGHT
OIA 4" BRIGK VENEER, ROWLOGK GOURSE GOLOR: BLAGK GOLOR: BRONZE
OIB 4" BRIGK VENEER, SOLDIER GOURSE 08 GELLULAR P1/G TRIM 15 ANODIZED ALUMINUM SUNSHADE GANOPY WITH
02 4-I/2" GOMPOSITE LAP SIDING GOLOR: WHITE ALUMINUM BRAGKETS � D
GOLOR: BLUE SPRUGE/SEASIDE GREY O�I ALUMINUM WRAPPED WOOD GORNIGE GOLOR: GREY B
2A 4" HORIZONTAL VINYL SIDING GOLOR: WHITE 16 FIBERGLA55 GARAGE DOOR
GOLOR: PAGIFIG BLUE/STERLING GREY 10 POLYURETHANE GORNIGE BRAGKETS GOLOR: TO MATGH SIDIN6
03 ENERGY EFFIGIENT SINGLE HUNG VINYL WINDOWS GOLOR: WHITE I� PREGAST WALL GAP
GOLOR: BLAGK II PAINTED WOOD PERGOLA 18 INDIVIDUAL STAINLE55 STEEL LETTER SIGNAGE
04 ANODIZED ALUMINUM STOREFRONT GOLOR: WHITE T,B.D. TO BE INGLUDED IN FUTURE SUBMISSION
GOLOR: BLAGK 12 II" VERTIGAL GOMPOSITE BOARD AND BATTEN IG ANNODIZED ALUMINUM GUARDRAIL F E
05 FIBERGLA55 ENTRY DOOR SIDING GOLOR: T.B.D.
GOLOR: WHITE GOLOR: BLUE SPRUGE 20 GOMPOSITE DEGKING
O6 HOLLOW METAL DOOR 13 UNIT ENTRY LIGHT 21 GAST IN PLAGE GONGRETE STEPS
GOLOR: TO MATGH SIDING GOLOR: BRONZE 22 BATHROOM/KITGHEN/DRYER EXHAUST,
GOLOR: TO MATGH SIDING AND BRIGK A
23 PARGED GONGRETE
11 08 12
10 09 22 pg 22 22 09 11 10
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A G. GRADE �,�� ��.� AVG. GRA
WER LOBBY � ��� \
,
21 05 17 14
1A 1A
04 FINISHED GRADE 04
02
A - SOUTH ELE�ATION
10
10 10 22 22 22 09
09 09
T 0. ROOF � � � T.0_RO�F
� �
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03 000 � � � � o o � r
o � � , 18 N
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. .
T 1 ST FLR. i i i i i
�� �� LOWER LOB Y
� i i i i i
FINISHED GRADE 06 16 06 06 01 1A 04
N
B - WEST ELEVATION
Clarke Caton Hintz
. �
� Arch itectu re
Planning
��� /� K �.. h � � � �� � � �../� L t . I � = I -� Landscape Architecture
, I
C
ELEVATION KEYNOTES
OI 4" THIGK BRIGK VENEER Ol ENERGY EFFIGIENT VINYL SLIDING PATIO DOOR 14 BUILDING ENTRY LIGHT
OIA 4" BRIGK VENEER, ROWLOGK GOURSE GOLOR: BLAGK GOLOR: BRONZE
OIB 4" BRIGK VENEER, SOLDIER GOURSE 08 GELLULAR PVG TRIM 15 ANODIZED ALUMINUM SUNSHADE GANOPY WITH
02 4-I/2" GOMPOSITE LAP SIDING GOLOR: WHITE ALUMINUM BRAGKETS � D
GOLOR: BLUE SPRUGE/SEASIDE GREY O�I ALUMINUM WRAPPED WOOD GORNIGE GOLOR: GREY B
2A 4" HORIZONTAL VINYL SIDING GOLOR: WHITE 16 FIBERGLA55 GARAGE DOOR
GOLOR: PAGIFIG BLUE/STERLING GREY 10 POLYURETHANE GORNIGE BRAGKETS GOLOR: TO MATGH SIDIN6
03 ENERGY EFFIGIENT SINGLE HUNG VINYL WINDOWS GOLOR: WHITE I� PREGAST WALL GAP
GOLOR: BLAGK II PAINTED WOOD PERGOLA 18 INDIVIDUAL STAINLE55 STEEL LETTER SIGNAGE
04 ANODIZED ALUMINUM STOREFRONT GOLOR: WHITE T,B.D. TO BE INGLUDED IN FUTURE SUBM15510N
GOLOR: BLAGK 12 II" VERTIGAL GOMP051TE BOARD AND BATTEN IG ANNODIZED ALUMINUM GUARDRAIL F E
05 FIBERGLA55 ENTRY DOOR SIDING GOLOR: T.B.D.
GOLOR: WHITE GOLOR: BLUE SPRUGE 20 GOMPOSITE DEGKING
Ob HOLLOW METAL DOOR 13 UNIT ENTRY LIGHT 21 GAST IN PLAGE GONGRETE STEPS
GOLOR: TO MATGH SIDING GOLOR: BRONZE 22 BATHROOM/KITGHEN/DRYER EXHAUST,
GOLOR: TO MATGH SIDIN6 AND BRIGK A
23 PARGE D GONGRE T E
03 2A 22 10 09 � � � � , 11 , ,
11 2A 03 09 10
T 0. ROOF - - - - - - - - - - - - - - - - - - ' ' T.0_ROQF
m o m � �
�
T.O. PLATE
- - - - i - + - i - i i i
11 � 2A � 2A T.O. PLA E
o �$ _ 0 0 0 0 - - � � - - � - - - - - - - �
� = 13
� � � � � � � 0 0 � � � � � 0 0 � � � 0 0 � � 08 02 -
19
08 O$ o
T 0. 4TH FLR.
- - - - - - - - - - - - - - - - - - - - �
2A T.O. 4TH FL .
03 mo � � o m � � � � � �
�� 2A 20
0 0 0 0 0 0 � � 2A
; �' 08 � = � �� ' � � � 0 ° . 0 19 � � � � � 0 � � 0 � � � 0 � � 0 � � 08 �� �� �
W � _
�; T 0. 3RD FLR. 08 2A 19 � _
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m m° � � ° m � � � 01 � � �$ T.O. 3RD FL . m
M� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
O =
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- - - - mo - - - - - o - - m - - - - � - - - � - - � � q � �
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03 �
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T 1ST FLR. i i i i i i i ,' �.
_ � .
� A G. GRADE
� � T 1TF
— - - - - - - - - - - - - - - - - - -r -
23 I I I I I \ �
06 07 23 23 06 ��LOWER LOB�Y
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I I H
C - NORTH ELEVATION
, � � � � � , �
09 03 10 22 � 09 10 11 � � � � � � �
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G. ROOF
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0
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� - -
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03 � 0 0 � � �0 0 � � 0 0 � � � � ��
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AVG�GRADE - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - - _ _ .
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AVG. GRA�E
FINISHED GRADE 2A , 02 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �
N
� � � � � � �
D - EAST E L E�AT I 0 N ' ' ' ' ' ' '
Clarke Caton Hintz
. �
� Arch itectu re
Planning
��� /� K �.. h � � � �� � � �../� L t . I � = I -� Landscape Architecture
, I
C
ELEVATION KEYNOTES
OI 4" THIGK BRIGK VENEER O� ENERGY EFFIGIENT VINYL SLIDING PATIO DOOR 14 BUILDING ENTRY LIGHT
OIA 4" BRIGK VENEER, ROWLOGK GOURSE GOLOR: BLAGK GOLOR: BRONZE
OIB 4" BRIGK VENEER, SOLDIER GOURSE 08 GELLULAR PVG TRIM 15 ANODIZED ALUMINUM SUNSHADE GANOPY WITH
02 4-I/2" GOMPOSITE LAP SIDING GOLOR: WHITE ALUMINUM BRAGKETS � D
GOLOR: BLUE SPRUGE/SEASIDE GREY OQ ALUMINUM WRAPPED WOOD GORNIGE GOLOR: GREY B
2A 4" HORIZONTAL VINYL SIDING GOLOR: WHITE Ib FIBERGLA55 GARAGE DOOR
GOLOR: PAGIFIG BLUE/STERLING GREY 10 POLYURETHANE GORNIGE BRAGKETS GOLOR: TO MATGH SIDING
03 ENERGY EFFIGIENT SINGLE HUNG VINYL WINDOWS GOLOR: WHITE I� PREGAST WALL GAP
GOLOR: BLAGK II PAINTED WOOD PERGOLA 18 INDIVIDUAL STAINLE55 STEEL LETTER SIGNAGE
04 ANODIZED ALUMINUM STOREFRONT GOLOR: WHITE T.B.D. TO BE INGLUDED IN FUTURE SUBMISSION
GOLOR: BLAGK 12 II" VERTIGAL GOMP051TE BOARD AND BATTEN Iq ANNODIZED ALUMINUM GUARDRAIL F E
05 FIBERGLA55 ENTRY DOOR SIDING GOLOR: T.B.D.
GOLOR: WHITE GOLOR: BLUE SPRUGE 20 GOMPOSITE DEGKING
Ob HOLLOW METAL DOOR 13 UNIT ENTRY LIGHT 21 GAST IN PLAGE GONGRETE STEPS
GOLOR: TO MATGH SIDIN6 GOLOR: BRONZE 22 BATHROOM/KITGHEN/DRYER EXHAUST,
GOLOR: TO MATGH SIDIN6 AND BRIGK A
23 PARGED GONGRETE
uy
10 09 03 � , 22 , � � 11
09
T�O. R00 �� _ i i i - - - - - - - - - - - - - - - - - - - - - - - - - - - T.0_R0�{
�� ��
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�.0. PLATE - - - - - - � - - - - - - 1� - - - - - - - - - - - - - - - - - - -
�� 0 0 � � p p � � 0 � 08
0
02 � � � � � � , 03 � � � � � � � � � �3 �
i �� �
� �� - - - - - - - - - - - - - - - - - - - T.O. 4TH FL�.
T�O. 4TH FLR. - - - - - - - - - - - - - - - - - - - - - �
�� -i ;
08
01 08 00 0 o m o0 0 ��
�,� . � � r � r � � q � � 0 0 � � 0 0 � � 0 0
� 19 � � � � � � � � � 03 � � 0 0 � � � � � � � �
�
w
' 1� - - - - - - - 19 - - - - - - - - - - - - - - T.O. 3RD F�
� �
J
� T 0. 3RD FLR. i i i _ - m
- - - - - - - - - - oo - - o o - - m o0 0 2A �
03 - - 2A - �
�°° �
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i � � � � � � � 0 0 � � � �
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rn
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T 0. 2ND FLR. - � - o 00 0 0 - - - - - - - �
_ � -
2A
'�°° 04 � � �1 � 0 0 � � �0 0 � � 0 0 ��
� � � � 03 � � ° ° � � � � ���� ���� �i� o, �
� � 0 �'� �.� 0 i ,�� � - - - - - - - - - - - - - - T.O. 1 ST F
�G. GRADE _ _
� - — -
_ � - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - 23 AVG. GR�
T.O. 1ST FLR. ° � ��
14
�T.O. LOWER 15 22
i� FINISHED GRADE � � � � �
E - BUILDING #1 EAST ELEVATION
� ,
os os
10 22 pg I 11 10
2A 02 �� 17
2A
A/G. ROOF - - - - - - - - - - - - - - - - - 11 - - - - - - - - - - -
i T.O. ROQF
�
08 � � �$ 08
11 = 03
�;� 19 03 = - - - - - - - T.O. PLA E
� � = 19 2A
= ,�� � � o o � � 03 -
.
0
T 0. 4TH FLR. 08 �3 �$ 08 �
- - - - - - - - - - - - - - - - - - - - — T.O. 4TH FL .
03 � � 02 - - - - - - - - - - - - 2A
��
2A 08
� � � O$ � . . � � � 03 ��
o� — O$ i
' 08 �
o T 0. 3RD FLR. _
19 '.,�
� - - - - - - - � - - - - - -� - - - - — T.O. 3RD FL . �
� _ 03 - - - - - - - - - - - N
�� 2A 03 - = 2A �
� O$ — 01 � � 20 � � 03 ^�
� �$ I 07 � ' �
. , a,
T 0. 2ND FLR.
16
- - - - - - - - � - - - - - -� - - - - — T.O. 2ND F R.
2A 03 - 03 — - - - - - - - - - - - —
0
��° — - 2A 03
� ' 08 = � 17 �A .'� � � � 13 � � � � ��
_ � _ �
_ � _ __ �.._ . .�- ; p
' 2A
�
T 1ST FLR. 23 .
A G. GRADE - - - �� - - - - - - - — `�� � .
T.O. 1 ST F OOR
AVG. G�ADE
03 14 04 1A 01 i i �
FINISHED GRADE
FINISHED GRADE 23
N
F - BU I LDI NG #2 WEST ELE�ATION G - PARTIAL BU I LDI NG #1 SOUTH ELE�ATION
Clarke Caton Hintz
�
� Arch itectu re
Planning
��� /� K �.. h � � � �� � � �../� L t . I � = I -� Landscape Architecture
, I