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INDEX OF SHEETS RECORD OF SUBMISSION
COVER C-001 t,,�,. , PRELIMINARY SUBMISSION JULY 26, 2021
NOTES & LEGEND C-002 '�' �"��'J� �� �� �'� �'� °��� SECOND SUBMISSION OCTOBER 14 2021
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EXISTING CONDITIONS PLAN C-100 � � ���Q';� � � �'`�"�'°�� ��`°��� THIRD SUBMISSION JANUARY 20 2022
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REMOVALS PLAN C-110 � `�A1�`�����+ �� � � � �"`��cL FORTH SUBMISSION FEBRUARY 25 2022
� 3:�,�•:;���r � �
LAYOUT PLAN C-120 � �� ��"°���� ° `' � FIFTH SUBMISSION MARCH 30 2022
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GRADING & DRAINAGE PLAN C-130 � � �. =- � ` .�; ° 3
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SPOT GRADING PLAN C-131 J "' �� 4� � � c� � � ��-
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UTI LITY PLAN C-140 " " �� � r .� " � �°
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LIGHTING PLAN C-141 .�; � � �,���;=� '�� r`,� �'
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EROSION CONTROL & LANDSCAPING PLAN C-150 � � �,t,��� �a
PARKING LAYOUT TURNING MOVEMENT PLAN C-160 � �, �{�'��` � ��r'���` �- � ��,� �
- �� � � �;:,,�.;x �+st
HAMILTON/W CIRCULAR INTERSECTION PLAN C-161 ���'" � �, . .., S'TE -.�. ,,.�� �:,
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WORK ZONE TRAFFIC CONTROL PLAN MPT-1 ��r�� � `� �` ¢'�'� ��.���
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WORK ZONE TRAFFIC CONTROL PLAN MPT-2 �� rt �` -� rf`��°�' �f�"�
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SITE PLAN DETAILS C-500 � �,�`"��ar�t � � '�'x �
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SITE PLAN DETAILS C-501 ` A� � � g ��='i P �V �1���'yy� �
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SITE PLAN DETAILS C-502 a
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SITE PLAN DETAILS C-503 ��
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CITY OF SARATOGA DETAILS C-504 �:,, �, ,�-,,��t � � �t,,�nt�Y�--
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CITY OF SARATOGA DETAILS C-505 -- -�� ry - - �'=� `�
CITY OF SARATOGA DETAILS C-506
LOCATION MAP
SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL �,�4'��,�' P� j ANY WAY, UNLESS DONE UNDER THE . . MJ PROJ. No.:987.04
DIRECTION OF A COMPARABLE
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: A,1W h U� �� PROFESSIONAL, (I.E.) ARCHITECT FOR AN E n g i n e e ri n g a n C OV E R �ATE: JU LY 2021
2 1 1/1 6/2 0 2 1 D P S C O M M E N T S A B W L 1 1/1 6/2 1 D E S I G N E D B Y: A J W � ,� , r Z A R C H I T E C T, E N G I N E E R F O R A N E N G I N E E R '
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� � � -�, `;� .�", � OR LANDSCAPE ARCHITECT FOR A �a�� �U�V����g i �•�•
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `'�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION C�OO �
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-001 COVER.dwg (Layout: C-001 )
Date: Wed, Apr 06, 2022 - 5:57 PM (Name: aborza)
GENERAL CONSTRUCTION NOTES: GENERAL NOTES (CONT.L
1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STAlE, AND LOCAL LAWS, RULES AND REGULAlIONS, INCLUDING BUT NOT �0. ALL WASTE AND DEBRIS TO BE REMOVED TO APPROPRIATE LANDFlLLS. L EG E N D
LIMIlED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT (SEQR), FRESHWATER WEILANDS PERMIT REGULATIONS, THE MUNICIPAL LAWS,
INCLUDING FLOODPLAIN MANAGEMENT LAWS. 11. ALL EARTHWORK GRADING SHALL BE BLENDED SMOOTHLY AND EVENLY INTO EXISTING CONDITIONS.
EXISTING PROPOSED V r � � ���5
2. THE APPLICANT SHALL BEAR 1HE SOLE RESPONSIBILITY FOR ENSURING THAT ALL IMPROVEMENTS ARE COMPLElED AND MAINTAINED IN SNOW REMOVAL NOTE: p
ACCORDANCE WITH APPROVED PLANS, SPECIFlCATIONS, AND STANDARDS. � BENCHMARK Q SANITARY MANHOLE �
9. SNOW WILL BE TRUCKED OFF SITE SHOULD THE AMOUNT OF SNOW PRESENT EXCEED AVAILABLE STORAGE SPACE. �p
0 CONTROL BASELINE i SANITARY CLEAN-OUT VALVE _
3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADJACENT LANDS FREE OF DEBRIS, SOIL, AND O1HER � � • �
MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUC110N RELATED TO THE SITE. WATER M AI N N OTES: O C.I.R. CAPPED IRON ROD � CATCH BASIN 7 ��� b+�,�•�*�,.� �
O I.P. IRON PIPE STORM MANHOLE � ' ' � � ' � � ' � '
1. CONTRACTOR TO COORDINATE WITH MUNICIPALIN FOR lEMPORARY SHUTOFF OF MUNICIPAL WATER MAINS. � ����������'_�s/°'\���n
4. ALL PLANT MAlERIALS INSTALLED PURSUANT TO THIS SITE DEVELOPMENT PLAN SHALL CONFORM TO THE AMERICAN STANDARD NURSERY STOCK Q SANITARY MANHOLE '� WATER SHUT-OFF VALVE e s . . ��1� �'�
(ANSI Z60.1-1986) OF THE AMERICAN ASSOCIATION OF NURSERYMEN OR EQUIVALENT RECOGNIZED STANDARD, AND SHALL BE INSTALLED AND 2. ALL WATER MAINS, HYDRANTS, VALVES, AND SERVICES MUST BE INSTALLED IN ACCORDANCE WITH MUNICIPAL LAW. n ��`����•�•�•+ � ������
�a CATCH BASIN � LIGHT POST � � • • ��� � ` �'
MAINTAINED IN ACCORDANCE WITH ACCEPTED INDUSiRY PRACi10E. ���_�g�� �m'p���.����..` J P �
3. 5'-0' MINIMUM COVER TO BE PROVIDED OVER ALL WATER MAINS. 0 STORM MANHOLE ❑ WALL MOUNTED LIGHT m �, � . (yQ . . , , G
5. ALL REQUIRED EROSION CONiROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE NY STATE STANDARDS & SPECIFlCATIONS FOR � UNKNOWN MANHOLE O � li2EE UJ�� •�•`��•������� `•p \� �
EROSION AND SEDIMENT CONTROL. 4. PIPE SHALL BE RESTRAINED 50 FEET IN BOTH DIREC110NS OF ALL FILL AREAS WI1H "FlELD LOK". F" Q � S O � � ` � � � � � s�
� FIRE HYDRANT O � SHRUB p � • � a � � *
� . . � . . � ��� o `/
� � � �s+♦ •e o.s�►`� 9p \
6. BACKFlLL USED IN TRENCHES EXCAVAiED IN EXISTIN6 ROADWAYS SHALL BE PLACED IN MAXIMUM 6-INCH LIFTS AND COMPACTED BY MEANS OF 5. ALL PIPES TO BE C-900 UNLESS NOlED OTHERWISE. � GATE VALVE SINGLE POST SIGN Q ,� s � „ „
s ♦ w ♦ s �
A MECHANICAL COMPACTOR BETWEEN LIFTS. ❑E ELECTRIC METER �L DOUBLE POST SIGN �� S� ���•+e�•e�+� S I T E
(�' e � � s • o
STORMWATER DRAINAGE NOTES: � ELECTRIC JUNCTION BOX 0 BENCH '•'•'�°- �
7. BACKFlLL MATERIAL AROUND PROPOSED OR EXISTING STRUCTURES SHALL BE PLACED IN MAXIMUM 6-INCH LIFTS AND COMPACTED BY MEANS OF e�j,•v"
A MECHANICAL COMPACTOR BETWEEN LIFTS. 1. ALL STORMWATER PIPES TO BE SICPP OR CMP UNLESS OIHERWISE DICTATED ON PLANS. STORMWATER PIPES TO HAVE A MINIMUM SLOPE OF QP TELEPHONE BOX I� INLET PROTECTION _ •�•�• y/
0.5�a �I (IN-PAVEMENT) -
� UTILITY POLE - �
8. STREETS AND STORM SEWERS SHALL CONFORM TO iHE MUNICIPAL LAW. INLET PROTECTION , �
2. SUMPS IN DRAINAGE STRUCTURES TO BE A MINIMUM OF 6". � DECIDUOUS TREE � (OUT-OF-PAVEMENT)
A
9. WETLANDS IDENi1FlED ON THESE PLANS MAY NOT BE DISTURBED WITHOUT APPLICABLE APPROVALS FROM THE U.S. ARMY CORPS OF ENGINEERS � SINGLE POST SIGN X ELEV. SPOT ELEVATION ���j�O � � q� � /� �
AND/OR NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. THESE AREAS MAY BE SUBJECT TO PERIODIC OR PERSISIENT 3. STORMWATER MANAGEMENT SYSTEM TO BE DESIGNED FOR A 10 YEAR STORM EVENT MINIMUM. -�� DOUBLE POST SIGN X OBJECT REMOVAL �P Q ,`� A� _
STANDING WATER CONDITIONS. � TRAFFlC CONTROL BOX PULL � SANITARY LINE � � Q �
4. ALL PIPES TO HAVE A MINIMUM OF 2 FEET OF COVER OVER THE TOP OF THE PIPES UNLESS OTHERWISE DICTATED ON PLANS. �
10. THE FLOOD PLAIN AREA IDENTIFlED ON THESE PLANS MAY NOT BE DISIURBED WITHOUT MUNICIPAL REVIEW AND APPROVAL. � TRAFFlC CONTROL SIGNAL POLE � STORM LINE �
5. NO SUBST1TUTlONS TO DRAINAGE STRUCTURES AS SPECIFIED ON THE PLANS AND DETAILS TO BE PERMITTED UNLESS DIRECIED BY THE DESIGN BO� BOLLARD N► WATER LINE �
11. PRIOR TO CONSIRUC110N, THE CONTRACTOR SHALL STAKE-OUT ALL IMPROVEMENTS, VERIFY GRADES, AND ANY DISCREPANCIES SHALL BE ENGINEER.
BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER. ALL GRADING SHALL BLEND INTO THE SURROUNDING GRADES AT THE EDGE C GUY WIRE E ELECTRIC LINE ZO N I N G MAP
OF THE CONSTRUCTION LIMITS. 6. WHERE PLANS INDICATED NYSDOT STRUCTURE TYPES ARE CALL OUT ON PLANS DUE TO LIMITED COVERAGE OR TO HAVE CURB INLET BOX. THE ''� CURB STOP G GAS LINE
CONTRACTOR MANY SUBSIITUTE 1HESE STRUCTURES BASED UPON APPROVAL OF MUNICIPALITY. BENCH BENCH MINOR CONTOUR
�
12. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL IlEMS DAMAGED OUTSIDE OF CONSTRUC110N LIMITS, OR ANY DISTURBANCE ON THE �❑ GAS METER MAJOR CONTOUR ; I N S T-E D: I N S TI TU TI 0 N A L
SITE WHICH ARE NOT PART OF THE IDENTIFIED WORK OF THIS CONTRACT. GRADING NOTES: � E D U C A TI 0 N A L
� GAS MARKER RAILING '
1. IN AREAS OF PROPOSED FlLL, ALL EXISTING VEGETATION AND OTHER ORGANIC MAlERIAL, INCLUDING 1HE ROOT MAT, SHALL BE REMOVED PRIOR ____ I
13. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE ALL EXISTING SITE CONDITIONS PRIOR TO THE START OF WORK. TO PLACEMENT OF 1HE FILL THE MATERIAL SHALL BE DISPOSED OF IN AN APPROPRIATE OFF-SITE FACILITY, OR PROCESSED FOR REUSE ' UTILITY MARKOUT POINT SF SILT FENCE
ON-SITE IN A MANNER THAT WILL NOT BE CONDUCIVE TO ADVERSE EFFECTS OF DECOMPOSITION, SUCH AS 1HE PRODUCTION OF ODORS OR THE � GAS VALVE FEAlURE LINE REMOVAL
14. CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS AND PERMITS PRIOR TO BEGINNING WORK. CONCENTRATIONS OF NOXIOUS OR EXPLOSIVE GASES, OR THE CREATION OF UNSTABLE SUBSURFACE CONDITIONS. THE PROPOSED METHOD OF � T-6: TR A N S E C T Z 0 N E 6
LIGHT POST x x x x x x x x x UTILITY REMOVAL U R B A N C 0 R E
ON-SITE PROCESSING AND REUSE SHALL BE SPECIFlED IN THE GRADING PERMIT APPLICATION AND MAY REQUIRE CERIIFlCATION BY A LICENSED i
15. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY DURING CONSTRUCTION. HE SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROFESSIONAL ENGINEER AS A SAFE AND EFFECTIVE MEANS OF DISPOSAL. BUILDING LINE �
PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ASPHALT PAVEMENT
+9 0 0 SPOT ELEVATION
2. NO VEGETAl10N OR OTHER WASTE MAlERIALS SHALL BE BURIED ON THE SITE. 297- - - - MINOR CONTOUR -
16. CONTRACTOR TO PROVIDE RECORD MAPPING TO THE MUNICIPALITY FOR ALL INFRASIRUCIURE THAT WILL NOT BE OWNED, OPERAlED, AND RADIANT HEATED CONCRETE SIDEWALK
MAINTAINED BY THE MUNICIPALIN. 29a- - MAJOR CONTOUR SITE INFORMATION
3. ALL FlLL PLACED ON THE SITE SHALL BE AS FREE OF ORGANIC MATERIAL AS IS PRACTICABLE. �
SEATWALL ZONING- T-6 TRANSECT ZONE 6 IN OVERLAY DISTRICT
sr STORM LINE
17. ALL EXISTING UTILITY LOCAlIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. CONTRACTOR TO CONTACT UFPO AS REQUIRED. 4. A GEOTECHNICAL ENGINEER WILL BE REQUIRED TO EVALUATE POTENTIAL SETTLEMENT ISSUES AND MOISIURE CONTENT OF NAl1VE SOILS USED AS SS SANITARY LINE PROPOSED USE: RETAIL, OFFICE AND RESTAURANT
FILL. PLANIING BED ALLOWED USES IN T-6 ZONE
18. ALL FlLL AREAS REQUIRED FOR PROJECT SHALL BE CONSTRUCTED IN THE FOLLOWING MANNER: E ELECTRIC LINE REQUIRED PROPOSED VARIANCE REQUIRED
18.1. REMOVAL AND STRIPPING OF ALL ORGANIC MATTER FROM FILL SHALL BE DONE. w WATER LINE � PLANIING BED (SECOND FLOOR) MAXIMUM HEIGHT: 70 FT 70 FT NO
18.2. FlLL WILL BE DONE IN 6° LIFTS WITH NAi1VE OR IMPORT CLEAN FlLL WITH NO ORGANIC MATERIAL ABBREVIATIONS MINIMUM % BUILD OUT ALONG FRONTAGE: 80% 99% NO
f j� ELEC., TELE., COMM. LINE W W �r
18.3. THE FILL SHALL BE COMPACTED TO 95� MODIFlED PROCTOR iEST AND VERIFlED BY CONTRACTOR. SPOT ELEVATION X ELEV. �, �, GREEN ROOF AREA CIN SETBACK REQUIREMENTS REQUIRED PROPOSED VARIANCE REQUIRED
TOP OF STAIRS TS G GAS LINE FRONT BLDG. SETBACK: 0' MIN TO 12' MAX 0 FEET NO
BOTTOM OF STAIRS BS �k� SIDE BLDG. SEIBACK: 0' 0 FEET NO
19. HANDICAP ACCESSIBLE PARKING STALLS AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% SLOPE. FINISH GRADE FG -o o � METAL RAILING ��Y�d ASPHALT REMOVAL REAR BLDG. SETBACK: 0' +/- 2 FEET NO
SMOOTH INIERIOR POLYETHYLENE PIPE SICPP
FINISH FLOOR ELEVATION FFE PROPERTY LINE F/%/%/�� PARKING
GENERAL NOTES: TOP OF CURB TC �u CONCRETE REMOVAL REQUIRED
BOTfOM OF CURB BC - - ADJACENT PROPERTY LINE
1. DI6 SAFELY NEW YORK TO BE CONTACTED PRIOR TO COMMENCING 1-800-962-7962 BOTTOM OF WALL BW CONSTRUCTION ENTRANCE SITE IS LOCAlED WITH T-6 ZONE SO PARKING PER SECTION 6.2.2 REQUIRES Q PARKING STALLS
TOP OF GUTTER TG VARIANCE REQUIRED
2. THIS PROJECT MAY REQUIRE THE USE OF BLASTING FOR EXCAVATION. CONTRACTOR TO COORDINATE WITH THE VILLAGE OF VICTORY AND CITY BOTTOM OF GUTTER BG PROPOSED 70 PARKING STALLS (UNDERGROUND) NO
FLARED END SECTION FES
ENGINEER FOR SAFETY PROTOCOLS AND PROPERTY NOTIFlCATIONS AT LEAST TWO WEEKS IN ADVANCE.
3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE
ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW YORK STAlE LICENSED LAND
SURVEYOR.
4. CONTRACTOR TO TAKE CARE TO PREVENT DAMAGE TO EXISTING UT1LITlES. DAMAGED U11LITlES SHALL BE IMMEDIATELY REPAIRED BY THE
CONTRACTOR AT THE CON1i2ACTOR'S EXPENSE.
5. ALL UTILITY WORK INVOLVING CONNECTIONS TO THE EXISTING SYSIEMS SHALL BE COORDINATED WITH THE ENGINEER AND THE U1ILITY OWNER.
NOTIFY iHE ENGINEER AND THE Ui1LITY OWNER 72 HOURS BEFORE EACH AND EVERY CONNECiION TO AN EXISTING SYSTEM.
6. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR TEMPORARY POLE SUPPORT DURING CONSTRUCTION AS NECESSARY. CONTRACTOR
IS RESPONSIBLE FOR ALL COSTS ASSOCIAiED WITH TEMPORARY Ui1LITY SUPPORT.
7. CONTRACTOR SHALL EXERCISE CARE IN HIS REMOVAL OPERATIONS SO AS NOT TO UNDULY DISTURB UNDERLYING MATERIALS WHICH ARE TO
REMAIN IN PLACE. SHOULD THE CONTRACTOR DAMAGES ANY MAiERIALS WHICH ARE TO REMAIN, THE DAMAGED MAiERIALS SHALL BE REPAIRED
OR REPLACED IN A MANNER SAi1SFACTORY TO THE ENGINEER AT NO ADDITIONAL EXPENSE TO THE OWNER.
8. DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT DROP WASTE CONCRETE, DEBRIS, OR OTHER MATERIAL IN THE SEWAGE AND/OR
STORM SEWER COLLEC110N SYSTEMS EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT 1HE DROPPING OF MATERIAL. PLATFORMS, NETS,
SCREENS, OR OTHER PROTECTION DEVICES SHALL BE USED TO CATCH MATERIAL. SHOULD THE ENGINEER DETERMINE THAT ADEQUATE
PROTECTIVE DEVICES ARE NOT BEING EMPLOYED, WORK SHALL BE SUSPENDED UNT1L ADEQUAlE PROTECTION IS PROVIDED.
9. CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC OR PRIVATE PROPERN DAMAGED OR REMOVED TO AT
LEAST AS GOOD A CONDI110N AS BEFORE. ANY DAMAGED TREES/SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTORS
EXPENSE.
10. ALL WASTE AND DEBRIS TO BE REMOVED TO APPROPRIAlE LANDFILLS.
' SCALE:
SUBMITTAL / REVISIONS ��oF NEW� THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL �,�4'��,�' P� j ANY WAY, UNLESS DONE UNDER THE . . MJ PROJ. No.:987.04
DIRECTION OF A COMPARABLE
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: A,1W h U� �� PROFESSIONAL, (I.E.) ARCHITECT FOR AN E n g i n e e ri n g a n �ATE: JU LY 2021
2 1 1/1 6/2 0 2 1 D P S C O M M E N T S A B W L 1 1/1 6/2 1 D E S I G N E D B Y: A J W � ,� , . -' ,, � � A R C H I T E C T, E N G I N E E R F O R A N E N G I N E E R La n d S u rve I I� P.C. N O T E S & L E G E N D
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: AJW � � i� :,-: �, � OR LANDSCAPE ARCHITECT FOR A y g i
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL `�t�' `x�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �,0��475��ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS C�002
FESSIO LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-002 GENERAL NOTES.dwg (Layout: C-002)
Date: Wed, Apr 06, 2022 -6:00 PM (Name: aborza)
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4 o W � � ! 16 �� 291.2 + � LANDS N/F w
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� 3 3 � l BOOK:2012 PAGE:16471 � �
o � TAX ID: 165.75-1-4.21 � �
� `�' � �/ ' � _ �
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� � � I GLOVERSVILLE FEDERAL SAVINGS
� � �y I AND LOAN ASSOCIATION O �
SAN. MH 8 W � BOOK:1040 PAGE:35 z Z
RIM=291.86 '` 3� " TAX ID: 165.75-1-4.1 �
� g �,nNacaaam I Q
INV(A)=283.80, 12"CLAY � ` 3 � PARKING� TYP. p
INV(8)=284.72, 12"CLAY � I I � �
��,� \ 2 91.4 + � � �
/ � w
I TCH BASIN 6 I �
/ � m M=291.81 I
// � \ 3 V(A)=289.55, 12"RCP 2-STORY
� ONNECTION NOT EVIDENT I BRICK BUILDING
,� 0 3 rq� I
Q � `B STORM MH 5 I ' I
(D) � \ RIM=292.35 �
S SUMP=289.18 �
(� I�' MAINTENANCE ACCESS � � CATCH BASIN 4 I
-� ,$�p FOR CATCH BASIN 6
STORM MH 7 � �- - - RIM=291.41 CATCH BASIN 3
RIM=292.27 � � 3 INV(A)=287.84. 12"HDPE RIM=291.25
O INV(8)=287.97, 12"HDPE
INV(A)=286.52, 16"RCP V h c� � INV(A)=288.32, 12"HDPE
INV(8)=286.67, 12"HDPE � � � � INV(8)=288.35, 12"HDPE
INV(C)=286.93, 16"RCP
INV(D)=288.92, 15"HDPE � 3 4,� I \��\T S7uo. FFE-2g2.8g ' STORM MH 2 I
� 3 � � \ �\S,T(q� � RIM=292.40
INV(A)=288.41, 12"HDPE '
� � � \ � - 292- - �B <e> �c iNv(e)=2ss.�o, �2"HDPE
d, ` � � � � `� ST �� / INV(C)=288.97, 8"PVC
�
9� �ST \ �
� 3 � I �� / � �292.0 ��st lA� `B �B> � RIM=92.89
3 3 � � � ASPHALT � S� / INV(A)=288.11, 6"PVC
GPS 1 � � \ - - - � INV(8)=288.26. 6"PVC I
N:1547061.090 / �h L� � � PARKING LOT � I'�_ �q� `
E:682398.419 � �9 � /� (c� I
EL:293.48'
2g� � i.P.F.� � �292- - ' � 292.5 +s ST�^ -293 -
G � � � � MPSIER GRAVEL l �ST //
G ; _ _ _ �yJ � i � / �
_COh/� • "' CANC C(/RB �
� \ � ��B� SS RIM=95.204
� � �r� �
� `' � �� � _� � -SS I FFE=295.42 ' -�
�' � � 'y I � �" INV(8)=290J0. 10"CLAY
� � 3 2 � COM � �°/T,u py��,,,, � I � � CONC ' �BJ INv(C)=29o.67, 1o"CLAY
h 3 h��1 � � i - , , - - � � ` - � �� � l \ �, .�
� � 4f'I ' �A,�/ SEE EASEMENT NOTE No.1 � _ � � � O � BRICK BU�DING ' � �� 3 y' `rS
� �h � 294.3 � � � ,� / / � � - + 296.0
° � A�`' `' ° / f _ � � `' �
� � C - / 9j ,�.� �
� p � 3 � � �; 2� `l'�� � �_ __ - � �,��K°�vCY"' � � �, m� �'� o 0
� � �
h � � � � �� �, TRANSFORMERS _ �� / � � �o p �
� �. NO PARICING' / �� 2c� �3 3�
� N �o I / � / � v �- �-
� � Z � ^� I I / � / Zg5 � T � ) ,297 - � DEED REFERENCES:
� � 3 � 295.3 � _ '�
I �� � � � ` 1. 519 BROADWAY, LLC TO 269 BROADWAY SARATOGA, LLC, DATED OCTOBER 15,
�'Lg� 3 4,� / 295.9 �� �264 02, \ � � ^� ;� 2019, AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON OCTOBER 18,
� I � � �� � � 3 2019 IN LIBER 2019 PAGE 29745.
�, / � � �s_ �,°�� + 2 9 5.4 c�►tass / � � � �AF,ryC,S� q
� � � A / � � � � ��E Fy 2. MARY J. COXE AND GEORGE F. JONES, AS TRUSTEES TO THE LAST WILL AND
�3 y �, / / / , � TESTAMENT OF MARY J. JONES TO ST. PETER'S CHURCH, DATED MAY 11,
� � +� � ' aW GRASS � 24" / P�G oT 6� � / / � �� 2g8 1907 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON MAY 29,
3 �
CATCH BASIN 14 � ' � , �2g � � � � /� \ �� 3 3 BECUTMINRK �2 1907 IN LIBER 261 PAGE 411.
RIM=294.f0 ;'� � � � I � HYDRANT NHOA
INV=289.53, �2"RCP B ^ I '�~ i � c�,°� / i o ELEV=300.18' MAP REFERENCES:
h � �z-�- a � i �
T �' � '� I � � � ��`" 1. MAP TITLED "BOUNDARY AND TOPOGRAPHIC SURVEY OF LANDS TO BE
� 3 � 3 � �,°�� 2`�N �4 269 BROADWAY ARATOGA LLC � � �/ � 2gg ' � CONVEYED TO 519 BROADWAY, LLC", PREPARED BY THOMPSON/FLEMING LAND
I \ BDOK:2019 PAGE:29745 � � / � SURVEYORS, DATED JANUARY 2017.
� .�TM�.,.,.,.-.,�, , 294.6 J TAX ID: 165.75-1-7 / � � 3 3 ?
BENCHMARK �1 NM16 � ,�!�, , , , , , , , , ,�� _ _ _ �M R � o� / � J 2. MAP TI TLED "MAP OF A PORTION OF THE PROPERTY OF ST. PETER'S CHURCH,
RR SPIKE IN WEST- FACE h +' S78' 2 �•�• N�g , I _ - ' ----. # � G,,,,.6 � `� / / � 3� o SARATOGA SPRINGS, N.Y.", PREPARED BY S.J. MOTT CE, DATED JUNE 13,
OF UTILITY POLE � � 3 b •, .•.� • • �.•29�•.�.•.• • • • • 4 yc7»���24 ¢�aw / �// // � / � � � 1923 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE IN CARD N0. 1,
ELEV=295.44' � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . POCKET N0. 7, FOLDER N0. 3, MAP N0. 4, FILING DATE IS UNKNOWN.
� 3 � . . . . . . . . . . . . . . . . . . . .�.�.�� � / � � °�
v �,, .�-• . . . � �. . � ��'.'.'.'.'.'+�.295.�• • • • • • • • • • • .� � i �� a3 �
� � , ,29`�,�, , , ,:, ,' , , , , ' , , ,', ,;,;,;,;, , , , , , , , , ,�,:,:,:,',',',',',',', , ,:,'�'� ,� _ � � � � / / / �� _ � 30� 3 3 � 3. MAP TITLED "PROPOSED PERMANENT EASEMENT TO BE GRANTED BY ST.
�°� � • • • • • • • • � � - - 296.1 � � PETER'S CHURCH TO 269 BROADWAY SARATOGA LLC', PREPARED BY M.J.
� / .' '�'�:'���'Q. . . .'.'.'.__�� � � / / � 'v, �
. � _ _
h � / . . . . . . . . . . . . . . . . . . . . . . . . . . . .f%'. . . . . . \ �'.�.'_ _ . . . . . . .'. . . . �. � � i , / �0 / .. ENGINEERING AND LAND SURVEYING, P.C., DATED JANUARY 15, 2020.
� 3� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [.�ass . . . . . . . . . .�_ 1
`' 296.6 � � � / � / '
3 �' `' ,� �.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�. �.�.�.�.�. . . . . . . . ..�.�.�. . . . . �A�i. . .�.�.� _ _ - � .+ � ' � � � � ,� � � � �' EASEMENT NOTE:
0
� � �/ ...�.._�....................�... .1.�...... .. ...... . . . .. . . . .......... . . . .. . . . . ..... -.B6VCy .r......... . .�.............`.. . .�.�--. � � / / / / /� I � � 1. UTILITY EASEMENT GRANTED TO NIAGARA MOHAWK POWER GROUP DATED
� -�' ' '%f,',' ' , ' ; ' ' ',',' ' ' ' ',',', ,',',', ' , ,' ' ' ' �,','�' ' ' ',',',',',',',',',' ' ' ' ' ' ',',',',' ' ' ' ' ' ' '%�,',',',�� ,�,� / atrt.F � � � `� NOVEMBER 13, 1979 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE
_ � . . .' - 8' 24
a � 3 ` � 296 ' � ' . ¢7�w.. ... . . .�.�.� .�.�.� .�.�.� .�.�� �.�. . . .. . .�. . ..�.�.�. . . . . . . .�T.r..-.-_._,'ti',�.'�.�.�. . . . . . . .�.�� . . . . ��26¢5�, � � ��� � �j j ON MARCH 7, 1980 IN LIBER 1004 PAGE 1148.
. . . . . . . . . . . .
� . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . .
� .� � ,�, . . . . . . . . . . . . . . . . . � � . . . . . . . .'.'. . . . .'.'.' . . . . . . . . .'.'.'. . . . . . . . . . . . . . . . . . . ..-. . .'.'. .'. . . . .. . . . � .� � O p �
� 3 � � � / . . . . . . ._ .�. . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . .298:4' . . . . . . �.�. . . . . . . . . . . . . . .�.�,26¢5��. . � � p � � `' GENERAL NOTES:
4 oj � �� / + 296.4 / / � . • --� . . . . . . . . . . . . . . . . . . . . . . . �. . . . : . . : . ... . . . . . . q MAN N�. . . . . . .� ./. ��%,�'. . .j . . . .T. . . . . • � � � 3
� ��a � _ � • •�•y• •. F,y�FNT . . . .' ' '. aENqy' ' ' ' ' al J'�•_ 1. NORTH IS ORIENTED TO GRID NORTH FROM GPS OBSERVATION.
�' V � ASPHALT � � � . . . . . . � . . . . . . . . . . . . . . . �M R 3) . . . � . . +. . . �. . . .. ,/. . �. . . -
rn � � / PARKING LOT -` •i• • • • • • • • • • • • • • • • ,jflQ:,j •/ • • • • f• • • • • • • • • • • �1 Z 2. HORIZONTAL DATUM REFERS TO THE NORTH AMERICAN DATUM OF 1983
FH h h � -2g� 29 7.3 � �� • • • • • • • • • • • • • • • • •f• • • • • •�• • • • • • • • • • • • • •�` • • • •�' ' ' ' ' ' ' ' ' ' � � cPs (NAD83/2011), NEW YORK STATE PLANE EAST ZONE (3101).
c� � � 3 � � / � / . . . . ..�.�. .� .�.�.�. ��`.���.�.�. � �.�.� `ti '.�.�. . . .. . . . . � , � � N:t�sss�.aso
w 3 � i � /. .�. . ��.�. . . . . .� ��.�. p� h� � E:s zsss.s»
STORM MH 15 .� _ ASPHALT � � � - - j . . . . . . . . . . . ! . . . . .�. . . . . . . ,/. . EL: 03.37' 3. VERTICAL DATUM REFERS TO NATIONAL GEODETIC VERTICAL DATUM OF 1929
c, � PARKING LOT {�} � (NGVD 29).
RIM=295.29 �u / i � . . . . . . . . . �,. . �. . . . M•I ��S. �
� � / � . .�. . . . . . ' 0.� eh� • 3 3
(UNABLE TO OPEN) O �. i / ' ' ' ' ' ' � e�
� �' _ / � + 298.4 � 26¢ 7 , . . . . �� . .� . . . . . .3 ~`� l
� � � h / - � � � � ���. �. . . . . 1 . . .�.,�0 . . . . .�.� ^�� 3p3_ - 4. CONTOUR INTERVAL = 1 FOOT.
�. � � � '� / • � 3 � o
�, � � �B� �� // .29 S /� / r,�j / ����.�.�.� � f � � c., 5. INFORMATION SHOWN HEREDN IS FROM A FIELD SURVEY COMPLETED BY M.J.
�+y' / � � r � • • •� • � � `'' ENGINEERING AND LAND SURVEYING, P.C. IN SEPTEMBER-OCTOBER 2019,
_ � S / - � � ' I � � �' \ 3 3 DECEMBER 2020 AND FEBRUARY-MARCH 2O21.
� `� g _
� / r � /\r / � 2g / � - - _ _ � / � -� 6. UNDERGROUND UTILITIES SHOWN HERON ARE BASED ON SURFACE EVIDENCE
SAN. MH 16 6 � \ � � � 7 / � / � _ -3�3` � � � I � AND INFORMATION RECORDED DURING CONVENTIDNAL SURVEY METHODS. THIS
RIM=295.68 g '�� � l ' `,
2 � 3 / / _ � - � \ � ❑ MAPPING DOES NOT PURPORT TD SHOW ALL UNDERGROUND UTILITIES ON SITE
INV(A)=288.28. 12"CLAY 4+ � FF � / � -3Q4 �
INV(8)=288.93, to"CLAY � � E=3�Q � -�3� � �`� AND IS SUBJECT TO FIELD VERIFICATION.
iNv(c)=2ss.as, �2"CLAY a � 298.0/+� / 62 4 � �� 4. � 3
�2" A�P � � � � �� -� 3 � 7. UNAUTHORIZED ALTERATIDNS OR ADDITIDNS TO THIS MAP IS A VIOLATION OF
(rzEc) h � / _ _ � �3Q � S �° � SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS
c��� � �v / � `5� � �° �° SURVEY MAP NOT BEARING THE LAND SURVEYORS SEAL AND SIGNED WITH
CH BASIN 17 � ,� 1 GRASS �( � � � INK SHALL NOT BE CONSIDERED TO BE VALID COPIES.
RIM=295.64 ^ � � � �
INV=291.41, t2"RCP � � � � 8. SURVEY WAS PREPARED WI THOUT THE BENEFI T OF AN ABSTRACT OF TI TLE.
` / � � � 305�3 3 SURVEY IS SUBJECT TO ANY INFORMATION THAT AN UP TD DATE TITLE
�f / � � I REPORT MAY DISCLOSE
� FFE=300.64
/ 299 7 / � zo' �o' o zo'
h � /
� � � i �� /
� �V � // �/ Ra rKSRi��ninir_
SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL �,�4'��,�' P� j ANY WAY, UNLESS DONE UNDER THE . . MJ PROJ. No.:987.04
DIRECTION OF A COMPARABLE
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: A,1W h U� �� PROFESSIONAL, (I.E.) ARCHITECT FOR AN E n g i n e e ri n g a n �ATE: JU LY 2021
2 1 1/1 6/2 0 2 1 D P S C O M M E N T S A B W L 1 1/1 6/2 1 D E S I G N E D B Y: A J W � ,� r A R C H I T E C T, E N G I N E E R F O R A N E N G I N E E R La n d S u rve I I� P.C. E X I S T I N G C O N D I T I O N S
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: AJW �� � � �_�,� `;� �" � OR LANDSCAPE ARCHITECT FOR A � g i
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR ��� LANDSCAPE ARCHITECT, IS A VIOLATION
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �,0��475��ti OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS C�1 00
FESSIO LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-100 EXISTING CONDITIONS.dwg (Layout: C-100)
Date: Wed, Apr 06, 2022 -6:00 PM (Name: aborza)
� /� 3 � I
� � \\ � / �
2g�
4 o W � � ! 16 �� 291.2 + � LANDS N/F w
� � 1L THE SARATOGA HOSPITAL 0 �
�` � 3 3 � l BOOK:2012 PAGE:16471 � �
o � TAX ID: 165.75-1-4.21 � �
� ASPHALT REMOVAL � h � � I / W O
� CONCRETE REMOVAL o �� � � � I � � � ~ �
�, `' � � I � Q w
"""""""" U1ILITY REMOVAL 3
/ � �
i � LANDS N/F � �
-X FEATURE LINE REMOVAL � / _ � � GLOVERSVILLE FEDERAL SAVINGS � �
� � � � I A BOOK.1040SP�GE•3ON O z
SAN. MH 8 t�
X RIM=291.86 '` 3� " TAX ID: 165.75-1-4.1 �
OBJECT REMOVAL INV(A)=283.80, t2"CLAY o `'' � 8 1�IANDICAPPED I w Q
INV(8)=284.72, 12"CLAY � �' 3 Q `� PARKING� TYP. I I � p
��,� \ `� 2 91.4 + � � � �
/ � w
I TCH BASIN 6 I �
/ � m M=291.81 I
// � \ 3 V(A)=289.55, 12"RCP 2-STORY
� ONNECTION NOT EVIDENT I BRICK BUILDING
,� 0 3 rq� I
Q � `B STORM MH 5 I ' I
(D) � \ RIM=292.35 �
S SUMP=289.18 �
(� I�' MAINTENANCE ACCESS � � CATCH BASIN 4 I
-� ,$�p FOR CATCH BASIN 6
U - RIM=291.41
STORM MH 7 �- '� - CATCH BASIN 3
� 3 INV(A)=287.84, 12"HDPE
RIM=292.27 � / RIM=291.25
O INV(8)=287.97, 12"HDPE
INV(A)=286.52, 16"RCP V h c� � INV(A)=288.32, 12"HDPE
INV(8)=286.67, 12"HDPE � � � � REMOVE AND RESET INV(8)=288.35, 12"HDPE
�Nv(c)=2ss.ss, ts"RCP HOSPITAL SIGN
�Nv(o)=2ss.s2, t5"HDPE � 3 4,� I \���T REMOVE AN REL CATE FF 8g ' I
s � E=292 REMOVE ELECTRIC TRANSFORMERS AND POWER LINES,
� \ (a� LIGHT FlXTURE � TEMPORARY POWER RELOCAl10N MAY BE REQUIRED BY
� 3 � � � ST NAl10NAL GRID UN11L TRANSFORMER/SWITCH IS �E �
� � � - 292- (e) �,,, _ INSTALLED IN PERMANENT LOCA710N. CONTRACTOR pE
v. �°�, �. �, � � ` `B REMOVE AND RESET PARKING SIGN(S) SHALL COORDINATE WITH NA710NAL GRID AS REQUIRED
� � � � _ � � - - SEE SHEET C-140
9� REMOVE AND RELOCATE
� \ LIGHT FlXTURE �� (q REMOVE TELEPHONE�
� 3 _ , ".�... ST J SAN. MH 1
CROSSWALK TO BE RE-STRIPED, SEE SHEET C-120 � \ � \ <e� BOX RIM=292.89 �
3 ,3 � _ � REMOVE AND RESET �B / ���� iNv(a)=2ss.tt, s"Pvc
� \ � - � PARKING SIGN(S) \� S m / iNv(e)=2ss.2s, s"avc REMOVE AND RESET PARKING SIGN(S) I
/ �'` c�,�� �� REMOVE AND ,I� REMOVE AND RELOCATE
�g \ LIGHT FlXTURE �
� RESET PARKING � ;r � REMOVE AND RELOCATE
REMOVE AND RELOCATE SIGN ,Lc�� P SIGNS 292- - � 292.5 +s ST � - � LIGHT FlXTURE
REMOVE EXISIING G MPS7ER A�- � � � i �
SIDEWALK, TYP. "�* 9J � � � EASEMENT, SEE SHEET C-170
� �B ��B� SS RIM=95.204
� `' � � � _� � � ss FFE=29 .42 � INV(A)=290.40, �o"CLAY
REMOVE CURB *��«-,� � � I � �Nv(e)=2so.�o, to"CLAY
� ' '�p ��M / ` ' I � �C ' �BJ INV(C)=290.67. iD"CLAY
MILL ASPHALT AREA � �I � / - 1 - - - � ` � / � N � �
/ SEE EASEMENT NOTE No.1 � 2-STORY c9 3 S
W -� I (,`RA� � � RICK BUILDING � p> 3 S
� �h ,� 294.3 � � � , / / � - + 296.0
� �-� c� � �
V � � � �/ C � � � �9� �
REMOVE/ABANDON SEWER LATERAL PER CITY 3 � o� � ��C
REQUIREMENTS � ^ 3 � �; 2 �, REMOVE SIGN _ � � !� � o 0
h � � � � �- �, TRANSFORMERS � � m � o �
DISCONNECT WATER SERVICE LATERAL � � �'NO PARK/NG' � � / f � W 3� ❑
TO MAIN PER CITY REQUIREMENTS. R = � 3 �'
REMOVE WATER LATERAL AND VALVE � � ^ I � g5- � / � � �" �
� � � � � / 2 T � ,2g7 - - �
REMOVE AND RELOCATE BUS SIGN �°, � 3 295.3 � �
�'L°� 3 295.9 +J � �264 p2. � ro
i
�� + 295.4 c�ass // / � � �AFF/C S�` 3
REMOVE/ABANDON GAS LINE, TYP. � '� � � � ��E � FH
CONTRACTOR TO COORDINATE WI7H �' / / , � �,
NAl10NAL GRID FOR REMOVAL OF o 2
LINE AND VALVE � 3 � ' ' +W �A� � 1 T g6' / / / � �� g8
� REMOVE EXISIING /2 � � i �h I �� BECUTM�RK �2
CATCH BASIN 14 eh PARKING LOT / i � 3 3
RIM=294.f0 ;'� , � � � I � HYDRANT NHOA
INV=289.53, t2"RCP B A ~ r c�°� / i o ELEV=300.18'
T � � `�' 3 �; ��±�� c� H LANDS N/F � / // `���
� �,°� 269 BROADWAY SARATOGA LLC � � � � 2gg ' �
C.�h.F.� � �
\ BDOK:2019 PAGE:29745 � � �
� 'TM�' ',',',',',� �" TAX ID: 165.75-1-7 / � 3 3 ?
BENCHMARK �1 NM16 �� ' ' ' ��REMOVE TREE(S), TYP. 4� ,
RR SPIKE IN WEST- FACE h . . . . . . ..�+.�.�.�.�.578• 24,•�• N1g , _ � � ___.,�M.R. #�� �.,�.6 � �� �/ / I 30'° o
OF UTILITY POLE � � . � . . ..•.•29,��.7.�. . . . . . . . .`f7"E��24 41"Nr � / / � / ' � �
ELEV=295.44' � `'� y' �, . . . � � . . . . . . . . . . . . . . . . . . . . . .�.�. . . . �. / / `'>
� 3 �, . . . . . . . . . . . . . . . . . . . . . .�� � � / REMOVE LIGHT FlXTURE �
v 4,� .�-g5�'. . . .�.�.�.'.'+� 295.�6• • • • • • • • -� � ' / `l,"�� / �a
� 3� �� . 2 . . . . . . . . . . . . . . . . . . . . . . .'. . . .'.'.'.'.'.'.'.'.'.'.'.'.'.'�'� •� � ' � / ,m 3�� 3 �'
,� � / . . . . . . . . . . . . . . . ..�.�.�.�.�.�.�.�.�.�.�.�.'.'�:�����Q.�.� � ��- - - - 296.1 � � ,� / � / tl, �\
,� � . . . . . . . . . . . . . . . . _._.f . . . . . . . . �.�.��•.-.�.�.�. ' REMOVE BENCH, TYP. � � / / �0 / � 1
`' � � 3`° � / .�.�.�. . . . . . . .�. �.�.�.�. . . . . . . . . . . . . . . . . �.�arass�. . . . . .�.�.�.�.�_ � 296.6 � � � � / j / ^ � �
3 ,�, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ _ _ _ �.-.-. `. .+ � � � � �0,� (q
o �,/ . . . . . . . . . . . . . ..'.'.'.'. .' '•�-'�'.'."'.'.'.'.'.'.'.'. . . . .. . . . . . . . . . -r.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . .-'"�� � � / 1 �
� �, � _� . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . REMOVE AND RELOCATE / / �-
� �`. . .�r. . . . � 8�24� .� . . . . ..�.�. �.�.�. .�.�.�. .�. . . . . � . . . . . . . . . . . . . . . . . . . . . • LIGHT FlX7URE. . . . . . 1� .�.� / � >. � b
� � 96 - � ��.�.�. . . . . �. . . . . . . . . .� . . . . . . . .�.�r.-:.=:.-.�. .� . . . �. . . . . . . .� / � � h w
� 2 47 . . . . . ' ' . . . . . . .�. . . . . . . . . . . . . . . � . . 264 • � �
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4 h m 7 / + 296.4 _ . . � . . . . P osFo . . .. . .. . . . . . . .,. . . . . . . .T.�. . . . �
o� �i �+ REMOVE AND RELOCATE � . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fRd4A/VEIyT. . . . . . . .� �' . � � 3
� �,�a LIGHT FlXTURE I � . . . . . . . . . . � . . . . . . . . • fASFbfFNT . . '/. . / . . . ,/. . . '�.l' .' ' ' ' ' m � �-
� � � � ASPHAI.T � � . . . .� . . .'.�.� . . . . . . . . . . I �M.R 3) . .�.���.REMOVE AND RESET SIGN . . . . . . . . - Z
a � �j / PARKING LOT REMOVE TEMPORARY ELECTRICAL SERVICE� • �`•'%'/ ' ' ' ' ' ' ' ' ' ' ' ' ' ' '•f•' ' ' ' ' ' '� ' ' ' •SI If I• 4 •/• • • • • � •
FH � 3 h ii / LIGH71NG CONNECTED TO SERVICE SHALL BE �� � � � � � � � � � � � � � � • • •' • • REMOVE AND RELOCATE • •� •
. . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .
W `� � �, � � 71ED INTO PROPOSED BUILDING. CONTRACTOR � ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '�'�' ' ' ' LIGHT FlXTURE ' ' ' �, ' ' ' ' ' ' ' ' ' � " �
3 `'' �SHALL COORDINATE WITH NAl10NAL GRID FOR ASPHAI.T � ' / . . . . . . --j . . . . . . . . . .� . . . - - - - - - - �. .. . � . . . . . . . . . :/ ' �' • � �
STORM MH 15 -� - REMOVAL � • • • • • • • • • • • � • • • • •i• • • • • • •
c> � PARKING LOT . . .i . � � � � 3 3
RIM=295.29 W / � I ' ' � ' ' M'I
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� � � � ` / / ' � � + 298.4 � � � � 26¢ 7�,.. . . .0 � . . . . . . � �• � p3- -
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RIM=295.68 29 V� 3 � / � � / / _ � _ � �., �
INV(A)=288.28. 12"CLAY � � , FFE_ � � / � � -3Q4 � ��
INV(8)=288.93. 10"CLAY � / / `3�Q.62 �`3�4 ` �
iNv(c)=2ss.as. �2"CLAY �2" ACP � / 298.0/+ � ---
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CATCH BASIN 17 / � // �'4� � V �' �
RIM=295.64 � � � �
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SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL �,�4'��,�' P� j ANY WAY, UNLESS DONE UNDER THE . . MJ PROJ. No.:987.04
DIRECTION OF A COMPARABLE
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: A,1W h U� �� PROFESSIONAL, (I.E.) ARCHITECT FOR AN E n g i n e e ri n g a n RE M OVALS P LAN �ATE: JULY 2021
2 1 1/1 6/2 0 2 1 D P S C O M M E N T S A B W L 1 1/1 6/2 1 D E S I G N E D B Y: A J W � ,� , r Z A R C H I T E C T, E N G I N E E R F O R A N E N G I N E E R
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� � � -�,� `;� .�", � OR LANDSCAPE ARCHITECT FOR A �a�� �U�V����g i �•�•
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION �-� � O
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-110 REMOVALS.dwg (Layout: C-110)
Date: Wed, Apr 06, 2022 -6:00 PM (Name: aborza)
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SUGGESTED SIGN RELOCATION, 0 '
SEE DETAIL 9/C-505 I / /
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TYPE 3 GRANITE CURB, TYP. � a� � � '�
SEE DETAIL 8/C-505 r� EXISTING HOSPITAL SIGN TO BE RESET j'
A D A A C C E S S I B L E C U R B R A M P, ' S E E D E T A I L 1 0/C 5 0 0 ,� �
SEE DETAIL 8/C-500 � �, I I
SWITCHGEAR PAD, TYP. .
38 LF WHITE TYPE LS CROSSWALK, �� SEE DETAIL 6/C-500 _....__.e � /;' �
SEE DETAIL 10/C-500 BOLLARD, TYP. �'
SEE DETAIL /C-503 `
NO
PARNYNG ' FRY GREASE RECEPTACLE =�
� LOADING AREA AND DUMPSTER "
I ENCLOSURE, SEE ARCHITECTURAL
PROPOSED "NO PARKING - �
ANYTIME" SIGN TO BE 2 I � PLANS I
MOUNTED ON UTILITY POLE TRANSFORMER PAD, I
MUTCD# R7-1, SIZE:12"x18" TYP. SEE DETAIL I
6/C-500
EXISTING SIGN S
PAVEMENT STRIPING, HATCH 7'_3» TO BE RESET O
11 LF 4" WHITE EDGE LINE
11 SF HATCH = �O SEE DETAIL
I��i 9/C-505 � _�-- � (/
SEE DETAIL 11/C-500 �-�u, . �'� ,„,,. I
SAWCUT ASPHALT PAVEMENT, N l,' --_ � I
SEE DETAIL 3/C-505 � �
NO FLUSH CURB THROUGH ; ❑❑ � �oRe• I ' EXISTING SIGN(S) TO BE RESET
PRRKING DRIVEWAY, SEE DETAIL - — ' v SEE DETAIL 9/C-505 I
� � Fs;
LOA�ING 1
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z� 6/C-505 � ;
PROPOSED "NO PARKING � '�, � �� � /"
LOADING ZONE" SIGN � �' ❑ F�
MUTCD� R7-6, SIZE:12"x18" � � � ! / � � _�
SEE DETAIL 9/C-505 Z J � _ � � ' r
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h � �� � ❑ S= �c � � ❑
PROPOSED NO LEFT TURN SIGN � _
MUTCD# R3-2, SIZE:24•X24• : 6—S TO R Y B U I L D I N G �
� 1
SEE DETAIL 9/C-505 Z 6_��. � PAVEMENT STRIPPING, � � � � 3_�+
g�_3„ ' , WHITE LETTERS, TYP. j
SEE DETAIL 15/C-500 i
— ,
PAVEMENT STRIPPING, �
� WHITE SYMBOL ��
STANDARD ASPHALT PAVEMENT, �� SEE DETAIL 16/C-500 -5 �' �
SEE DETAIL 5/C-505 48 LF 4" YELLOW SOLID \/\ � MERc,,,„.;� � �'
�f� DOUBLE LINE (FULL BARRIER) � \�'� \.�
MOUNTABLE CURB, SEE DETAIL 13/C-500 � �/ �
PROPOSED NO LEFT TURN SIGN \ �rt '�
FLUSH CURB THROUGH DRIVEWAY, � MUTCD# R3-2, SIZE:24"x24" "
SEE DETAIL 6/C-505 � � �SEE DETAIL 9/C-505 � �
� �X—CUT IN
CONCRETE DRIVEWAY APRON, t N j , HYDRANT NH�
SEE DETAIL 6/C-505 i
� i=Y —�
SUGGESTED BUS SIGN RELOCATION, _ ,' � °°�t��o=e� 4 DS N/F � �..
SEE DETAIL 9/C-505 '�-- 269 BROADWA GA LLC
J's�-4" � _� BOOK:2019 PAGE:29 �
ivu;,rvi,�cr�r; �zr 2� ' - � . BICYCLE RACK LOCATION, SEE m, I
Nr� 5' � DETAIL 12 C-500 TAX ID: 165.75-1—7
°?R SPIKE IN WEST— FACE t— — , � � �, � �
JF UTILITY POLE � °��•� �
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.
�._FV=295.44' � ; � _ SUGGESTED SIGN RELOCATION, ' �4 N �
SEE DETAIL 9/C-505 �
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I � � 7/C-500
LANDSCAPE GRANITE CURB, TYP.
' -- _ SEE DETAIL 14/C-500 j,
RADIANT HEATED �O o ` -- 'R- -• /`
CONCRETE SIDEWALK, TYP. � �y `� �
SEE DETAIL 4, 7/C-505 � �
� � 13' � �
— _ _ � � - � >. b
6� , 30� 13' 131:., 10' �ll
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SEE SHEET C-150 11/C-501 � '�� ;-
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SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL �,�4'��,�' P� j ANY WAY, UNLESS DONE UNDER THE . . MJ PROJ. No.:987.04
DIRECTION OF A COMPARABLE
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: A,1W h U� �� PROFESSIONAL, (I.E.) ARCHITECT FOR AN E n g i n e e ri n g a n LAYO U T P LAN �ATE: JU LY 2021
2 1 1/1 6/2 0 2 1 D P S C O M M E N T S A B W L 1 1/1 6/2 1 D E S I G N E D B Y: A J W � ,� , r Z A R C H I T E C T, E N G I N E E R F O R A N E N G I N E E R
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� � � -�,� `;� .�", � OR LANDSCAPE ARCHITECT FOR A �a�� �U�V����g i �•�•
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION �-� �O
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-120 MATERIAL & LAYOUT.dwg (Layout: C-120)
Date: Wed, Apr 06, 2022 -6:01 PM (Name: aborza)
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T _ RIM=291.41
� INV(A)=287.84, 12"HDPE
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✓(8j=2tfb.87, 12 HDPE � � � INV(B)=288.3:+, i2`i�,.
iNV(C) 286.93 16"RCP ' ~ST F j" � I
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-� � �-- ` � RIM=292�?!-
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g� STORMWATER PLANTERS, TYP. OF 2 2_ _ 29
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TF:293.30 ,i ___ � � � --
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INV OUT:290.50 � i , I �
SEE DETAIL 6�C-502 ��� �� ����` � ���Q ����. �
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22 LF OF 12" HDPE ' t '�' "' "' SEE DETAIL 2/C-502 `�' `�' `�' � � —
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1� -'� "' "' "' SEE DETAIL 6/C-503 19 PAC SEE DETAIL 2/C-502
�v ,rir�r�r, �� �� , � � w w w 165.7 �
'?R SPIKE IN WEST- FACE� -- 1 ( � (2) 45' BEND �
v� v� �v STORMWATER PLANTERS, TYP. OF 2
7F UT'r '_- ''�, � � �_ , _ -� _._ .v •v •v .v � ��� SEE DETAIL 2/C-503
'F' _ �
DMH4 (DOGHOUSE STRUCTURE) 3 W °� �
TF: 294.60 12" TEE — � �' �' �' •v r
INV IN:289J0 (16" RCP) �� � INV:291.22 � - ____ W W W GREEN ROOF AREA:4536SF
INV IN: 290.00 (12" HDPE) - _ v v v
INV OUT: 289J0 (16" RCP) � � �,, - �� ~ -- ,-.. .. �, �, �, �, �� �
(CONTRACTOR TO VERIFY ) �� � T 3o SEE DETAIL 1 C-503
. I
\ j 130 LF OF 12 HDPE � "` W W
SEE DETAIL 2/C-502 � � 1.00% —
ST
"�" ' � _ � � `n 87 LF OF 6" HDPE � 1.00%
�j \ � — �STORMWATER PLANTERS, TYP. OF 4 / / � - J,S �j h SEE DETAIL 2/C-502
� I SEE DETAIL 2/C-503 �� /� / '` — � Q � O
� DCB3: _ . 298 � �
TF:294.90 - - DC82: � , _ ls � � �j � 6 LF OF 6" HDPE � 1.00%
INV OUT:291.30 _ TF:297.00 � `_; _, _ J'�. SEE DETAIL 2/C-502
SEE DETAIL 6/C-502 INV IN:292.52 �' -' �� ,
INV OUT:292.52
� 17 LF OF 12" HDPE SEE DETAIL 6/C-502 _ _ ti �' -� ;�
C�D 1.00% — � y
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� DMH3: �, �
� ' � � TF:294J0 � � 36 LF OF 12" HDPE _ � — � o / ` ` ' ; ` , 3�¢
' � INV IN:290.22 , � � C�D 1.00% �' ///�� ` -'
' � INV IN:291.05 _ gg � — �' /�
� "' '�.r � % INV OUT:290.22 � 2 (2) 45' BEND 71 LF OF 6" HDPE � 1.00% - -�'��/ f� (2) 45' BEND
\ SEE DETAIL 8/C-504 � � � SEE DETAIL 2/C-502 �
� 5 LF OF 6" HDPE C�D 1.00%
� � � � � rL�J / I SEE DETAIL 2/C-502
� � �� � � STORM DETENTION SYSTEM
;/ \ � � , � r SEE DETAILS 3, 4 & 5/C-503 r`3� -' � DMH1
�� / ��' i � �� � � � TF:300.98
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/ '^�C INV OUT: 292.98
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1 SEE DETAIL 2/C-503
�l' �/ / � MATCH EXISTING SIDEWALK
;ATCH BASIN 17 /
RIM=295.64 v I y� � �
�=291.41, 12"RCP �
r / I �
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SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
� D• Pq ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL c�`� ti�' r � DIRECTION OF A COMPARABLE E n i n e e ri n a n d G RAD I N G & D RA I NAG E MJ PROJ. No.:987.04
Q' �ATE: J U LY 2021
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h ;� � � PROFESSIONAL, (I.E.) ARCHITECT FOR AN
2 11/16/2021 DPS COMMENTS AB WL 11/16/21 DESIGNED BY: AJW � � , r Z ARCHITECT, ENGINEER FOR AN ENGINEER '
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� i� , `; .r", � OR LANDSCAPE ARCHITECT FOR A La n d S u rveyi n g� �.�. P LAN
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION �-� �O
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-130 GRADING & DRAINAGE.dwg (Layout: C-130)
Date: Wed, Apr 06, 2022 -6:01 PM (Name: aborza)
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SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
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No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL c�`� ti�' r � DIRECTION OF A COMPARABLE E n i n e e ri n a n d S P OT G RAD I N G MJ PROJ. No.:987.04
Q' �ATE: J U LY 2021
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h ;� � � PROFESSIONAL, (I.E.) ARCHITECT FOR AN
2 11/16/2021 DPS COMMENTS AB WL 11/16/21 DESIGNED BY: AJW � � , r Z ARCHITECT, ENGINEER FOR AN ENGINEER '
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� i� , `; .r", � OR LANDSCAPE ARCHITECT FOR A La n d S u rveyi n g� �.�. P LAN
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION C�131
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-130 GRADING & DRAINAGE.dwg (Layout: C-131 )
Date: Wed, Apr 06, 2022 -6:01 PM (Name: aborza)
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SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL �,�4'��,�' P� j ANY WAY, UNLESS DONE UNDER THE . . MJ PROJ. No.:987.04
DIRECTION OF A COMPARABLE
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: A,1W h U� �� PROFESSIONAL, (I.E.) ARCHITECT FOR AN E n g i n e e ri n g a n U T I L I TY P LAN �ATE: JU LY 2021
2 1 1/1 6/2 0 2 1 D P S C O M M E N T S A B W L 1 1/1 6/2 1 D E S I G N E D B Y: A J W � ,� , r Z A R C H I T E C T, E N G I N E E R F O R A N E N G I N E E R
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� � � -�,� `;� .�", � OR LANDSCAPE ARCHITECT FOR A �a�� �U�V����g i �•�•
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION �-� �O
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-140 UTILITY PLAN.dwg (Layout: C-140)
Date: Wed, Apr 06, 2022 -6:01 PM (Name: aborza)
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5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �,0��475��ti OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS ��150
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SCALE: 1" = 20'
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SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
� D• Pq ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL c�`� ti�' r � DIRECTION OF A COMPARABLE E n i n e e ri n a n d PARK I N G LAYO U T MJ PROJ. No.:987.04
Q' �ATE: J U LY 2021
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h ;� � � PROFESSIONAL, (I.E.) ARCHITECT FOR AN
2 11/16/2021 DPS COMMENTS AB WL 11/16/21 DESIGNED BY: AJW � � r ARCHITECT, ENGINEER FOR AN ENGINEER La n d S u ry eyi n g� P.C. T U RN I N G M OV E M E N T P LAN
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: AJW �� � � _:�, `;� �" � OR LANDSCAPE ARCHITECT FOR A
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR ��� LANDSCAPE ARCHITECT, IS A VIOLATION
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �,0��475��ti OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS C�1 60
FESSIO LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-160 TURNING MOVEMENT.dwg (Layout: C-160)
Date: Wed, Apr 06, 2022 -6:02 PM (Name: aborza)
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SCALE: 1" = 20' SCALE: 1" = 20'
SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
� D• Pq ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL c�`� ti�' r � DIRECTION OF A COMPARABLE E n i n e e ri n a n d HAM I LTO N & W C I RC U LAR MJ PROJ. No.:987.04
Q' �ATE: J U LY 2021
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h ;� � � PROFESSIONAL, (I.E.) ARCHITECT FOR AN
2 11/16/2021 DPS COMMENTS AB WL 11/16/21 DESIGNED BY: A,1W � � r ARCHITECT, ENGINEER FOR AN ENGINEER La n d S u ry eyi n g� �.�. I N T E RS E CT I O N P LAN
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: AJW �� � � _:�, `;� �" � OR LANDSCAPE ARCHITECT FOR A
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR ��� LANDSCAPE ARCHITECT, IS A VIOLATION
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �,0��475��ti OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS ��161
FESSIO LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-160 TURNING MOVEMENT.dwg (Layout: C-161 )
Date: Wed, Apr 06, 2022 -6:02 PM (Name: aborza)
WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE TABLE NYl-A TABLE 6H-4 FORMULAS FOR DETERMINING TAPER LENGTHS
SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY BARRIER VEHICLE USE REQUIREMENTS
DESIGNATION CODE ROAD DESiGNATION CODE ROAD DESiGNAi10N CODE ROAD (LONG TERM, INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES) SPEED LIMIT (S) TAPER LENGTH (U
� � (MPH) (FTJ
E5-1 C ------- 72"X60" 72"X60" SPEE�Eo II aSED L = TAPER LENGTH
susPE�xE NYR9-11 B 24"X42" 48"X84" 48"X84" �o�p�,qpF""E"o� Rit-3a B eo°x3o�� 6o°z3o�� ------- 2 W = WIDTH OF OFFSET (FT.I
ROAD CL
%%MIL� nc ox� q,5 (40 MPH) OR LESS L = WS /60
p 'crcE�� Y USE REQUIREMENTS S = PRECONSTRUCTION POSTED SPEED LIMIT (MPN)
E�o .oRK�
„E„°,"'„,�Es czo-1 a 35°x1a^ 48^x2a^ 48^x2a�� �s NON-FREEWAY (45 MPH) OR MORE L = WS
� c2o-2 A 36^x1a^ aa^x2a" qs^x2a�� ���E= I � W1_41 CLOSURE TYPE EXPOSURE CONDITION1 (PRECONSTRUCTION POSTED SPEED LIMITI
Woqrc z�x� NYR9-12 B 24"X36" 36"X54" 48"X72" � WI-4R A 36"X36" 48"X48" 48"X48" FREEWAY STANDARD TAPER LENGTHS
F� c2o-a A 36"x18" o�F�i z 45 MPH 35-40 MPH � 30 MPH
------- -------
LATERAL SHIFT TEMPORARY TRAFFIC CONTROL ZONE POSTED SPEED LIMIT
a G20-5aP a 24��x18�� 36��x24�� 36��x24" WORKERS ON FOOT OR OF TRAFfIC
RUMBLE 3 3 3 2 FLOW PATH
STR�PS NYW4-17 A 36°z36�� 48��xaa° ae°zae�� �� IN VEHICLES EXPOSED REQUIRED REQUIRED REQUIRED OPTIONAL (25 MPH) (30 MPH) (35 MPH) (40 MPH) (45 MPH) (50 MPH) (55 MPH) (60 MPH) f65 MPH) (70 MPH)
MI-1 G I OR 2 �IGITS 36"X36" 36"X36" WI-4bL TO TRAFFIC
X XX pq��Xpq�� 4 45 60 85 110 ISO 200 220 240 260 280
WET NYWB-30 A 48"X24" 48"X24" 48"X24" �� W1-4bR A 36"X36" 48"X48" 48"X48" LANE CLOSURE NON-TRAVERSABLE HAZARD
PAINT (IE. EQUIPMENT, MATERIALS, 3 3 2 2 5 55 75 105 135 225 250 275 300 325 350
XXX M1-tt G 3 DIGITS q5"x36" 45"x36" sTA� �N REQUIRED REQUIRED OPTIONAL OPTIONAL 6 65 90 125 160 270 300 330 360 390 420
30"X24" LANE NYWB-31 A 48"X24" 48"X24" 48"X24" EXCAVATION) ONLY
NO WORKERS EXPOSED 7 75 105 145 190 315 350 385 420 455 490
�X XX M1-4 g 1 OR 2 DIGITS °°"°T WORKERS ON FOOT OR
2q"Xz4�� 36"X36" 36"X36" PA55 NYWB-32 A 48"X24" 48"X24" 48"X24" 8 85 120 165 215 360 400 440 480 520 560
LANE NYWB-33 A 48°x2n�� 48��x2a° 48°x2a�� ��� Wl-4cL IN VEHICLES EXPOSED REQUIRED3 REQUIRED3 OPTIONAL2 OPTIONAL2 9 95 135 185 240 405 450 495 540 585 630
ClOSED A 36��x36�� aa^xaa�� 48��xae^ TO TRAFFIC 10 105 150 205 270 450 500 550 600 650 700
W1-4cR
XXX A11-qt g 3 mGI7s rff NON-TRAVERSABLE HAZARD 3 2 2 2 li 1]5 165 225 295 495 550 605 660 715 770
3o"x2a" 45°x35�� 45��x35�� SHOULDER CLOSURE
� Ri-i D 36°x36�� 36��x35° 48°zae� (IE. EQUIPMENT, MATERIALS, REQUIRED OPTIONAL OPTIONAL OPTIONAL
NORTH M3-1 EXCAVATION) ONLY 12 125 180 245 320 540 600 660 720 780 840
EAST M3-2 SEE � RI-2 E 36"X36"X36" 48"X48"X48" 60"X60"X60" � W1_6L A NO WORKERS EXPOSED
SOUTH M3-3 NOiE 3 24"X12" 36"XIS" 36"X18"
:Pcco 24"X30" 48"X24" 60"X30" 60"X30'
`�"�r R2-1 B �R 36"X48" 36"X48"
WEST M3-4 XX 30"X36" � W1-6R A
UETOUR M4-8 A 24"X12" 36"X18" 36"XIB" (SEE NOTE 5)
A
eNo F�NESR R2-11 B 24"X30" 36"X48" 36"X48" � W1-BL MO
oeroue M4-Ba A 24"X18" 24"XIB" 24"XIS" zoxe BORDER)
A IB"X24" 30"X36" 30"X36"
� exo � WI-BR (NO
DE�uR Mq 9 PEED R2-12 B 24"X36" 36"X54" 36"X54" BORDERI
T
DETOUR DETOUR M4-9L A 30"X24" 48"X36" 48"X36" ��M�r
M4-9R '*`
� � NaT R4-1 B 24"X30" 36"X48" 36"X48" � W3-1 A4 36"X36" 48"X48" 48"X48"
. � PA55
DE,ouR � R4-7 B 24"X30" 36"X48" 36"X48"
M4-9a A 30"X24" 30"X24" ------- f R4-7c B 18"X30" ------- ------- "�`
. .
w's 1E NARROW 4
DET�R �' W3-2 A 36"X36" 48"X48" 48"X48"
R4-8 B 24"X30" 36"X48" 36"X48"
� R4-8c B 18"X30" ------
DETOUR
NARROW
~ M4-9b A 30"X24" 30"X24" ------- srnr � 4
� �N R4-9 B 24"X30" 36"X48" 36"X48" W3-3 A 36"X36" 48"X48" 48"X48"
DETOUR LANE
�
c5� � R5-1 E 36"X36" 36"X36" 48"X46"
DE;OUR
PcoesrreiAn cacPnaEo W3-4 A 36"X36" 48"X48" 48"X48" TABLE 6C-2 W20-1
M4-9c A 30"X24" 30"X24" ------ � R9-8 B 36"X18" 36"XIB"
� _______ TO STOP
DETOUR LONGITUDINAL BUFFER SPACE R9_lt. R9_l�
—► � R9-9 B 24"X12" 24"X12"
DETOUR M4-IOL usE orxca ssEo � PRECONSTRUCTION SIDEWAHEppLOSED R9-9 R9-9 SIDEWAHEADLOSED ROAD
~ R9-10L B 2q^zi2^ pq��X�p�� ------- X"' 'M3-5 4 POSTED DISTANCE � � � �
� X CROSS HERE CLOSED CLOSED CROSS HERE
A 48"X18" 48"X18" 48"XIB" R9-fOR A 36"X36" 48"X48" 48"X48" SIDEWALK SIDEWALK
SPEED LIMIT (MPHI AHEAD
DETOUR M4-tOR � 25 155 FT.
30 200 FT.
�� NS-1 NOTE 3 zl"X15" 30"X21" 30"X21" �oEwa��«o,E � wq_�� 35 250 FT.
a�E.o °
�� ~ R9-I1L B 24"X18" 24"XIB" W4-IR A 36"X36" 48"X48" 48"X48" 40 305 FT.
� � M5-2 NOTE 3 21"X15" 30"X21" 30"X21" � R9-11R � 45 360 FT.
s��,..,,�,�e��
""`"° 50 425 FT.
�
��� M�� 60 570 FT. �
�F.A�x«osFo SI EWALK
�� M6-2 s�o~p R9-11 R B 24"X12" 24"X12° ------- 65 645 FT.
� M6-3 NOTE 3 ZI"X15" 30"X21" 30"X21" �I W4-2L
� A 36"X36" 48"X48" 46"X48��
�,s� W4-2R
� M6-4 5T0P� I'" TRAVEL LANE
�REo� R10-6 B 24"X36" 24"X36" � �
�
� XX NYM3-1 B pq��X24" 36"X36" 36"X36" TRAVEL LANE � �
ROAD R11-2 B 48"X30" 48"X30" 48"X30"
CLOSED
XXX NYM3-2 B 30"X24" 45"X36" 45"X36" TABLE NYl-B
SHADOW VEHICLE USE REQUIREMENTS
XXXA NYM3-3 B 30"X24" 45"X36" 45"X36" (MOBILE CLOSURES)
WORK ZONE TRAFFIC CONTROL LEGEND SIDEWALK
USE REQUIREMENTS
TABLE NY2-B SYMBOL DESCRIPTION NON-FREEWAY
PLACEMENT DISTANCE FOR SHADOW VEHICLES CLOSURE TYPE EXPOSURE CONDITION (PRECONSTRUCTION POSTED SPEED LIMIT) $IDEWALK DETOUR
ARROW PANEL FREEWAY
PRECONSTRUCTION
PLACEMENT DISTANCE (FT.) � SHORT, INTERMEDIATE, OR LONG TERM STATIONARY
POSTED SHADOW VEHICLES•� � >_45 MPH 35-40 MPH < 30 MPH
2-LANE 2-WAY ROADWAY
SPEED LIMIT f18000 LBS.) (24000 LBS.) ARROW PANEL, CAUTION MODE (NOT TO SCALEI
(MPH) MINIMUM MAXIMUM MINIMUM MAXIMUM WHEN ANY WORKER, p�y 2�y z�y 2�y
>55 230 FT. 330 FT. I80 FT. 280 FT. iii ARROW PANEL TRAILER OR SUPPORT LANE CLOSURE VEHICLE, OR OTHER HAZARD REQUIRED REQUIRED REQUIRED REQUIRED
IS EXPOSED TO TRAFFIC
45 - 55 180 fT. 280 FT. 150 fT. 250 FT. WHEN ANY WORKER,
< 45 100 FT. 200 FT. 100 FT. 200 FT. H CHANGEABLE MESSAGE SIGN fPVMS) SHOULDER CLOSURE VEHICLE, OR OTHER HAZARD REQUIRED2'4 REQUIREDZ'4 REQUIRED2'4 REQUIRED2'4
IS EXPOSED TO TRAFFIC
■ CHANNELIZING DEVICE
COLOR CODE LEGEND
CODE DESCRIPTION � CRASH CUSHION/TEMPORARY IMPACT ATTENUATOR
A BLACK LEGEND AND BORDER �
ON AN ORANGE BACKGROUNU DIRECTION OF TEMPORARY TRAfFIC DETOUR
B BLACK LEGEND AND BORDER
ON A WHITE BACKCROUND TABLE 619-4 � DIRECTION OF TRAFFIC
� WHITE LEGEND AND BORDER FLARE RATES FOR POSITIVE BARRIER
ON A GREEN BACKGROUND
POSTED SPEED LIMIT r� FLAGGER
WHITE LEGEND AND BORUER �
� ON A RED BACKGROIJND TYPE OF POSITIVE BARRIER 30 40 50 55 65
MPH MPH MPH MPH MPH FLAG TREE
E RED LEGEND AND BORDER TEMPORARY CONCRETE BARRIER 8:1 11:1 14:1 16:1 20:1
ON A WHITE BACKGROUND BOX BEAM OR HEAVY POST CORRUGATED BEAM 7:1 9:1 11:1 12:1 15:1
BLACK LEGEND AND BORDER
�� LUMINAIRE
F ON A FLOURESCENT YELLOW
GREEN BACKGROUND
WH[TE LEGEND AND 80RDER TABLE NY6H-3 ""` PAVEMENT MARKINGS THAT SHALL BE w2o-7a w2o-4 w2o-t
� ON A BLUE AND RED ADVANCE WARNING SIGN SPACING REMOVED FOR A LONG TERM PROJECT NYR9-11
BACKGROUND
DISTANCE BETWEEN SIGNS SIGN LEGEND h SIGN, TEMPORARY ONE LANE
• ROAD LICENSE
ROAD TYPE A (FT.) B fFT.) C fFT.) XX YY �
SUSPENDED
o TEMPORARY BARRIER G20-2 ROAD WORK pFTER TWO
AHEAD AHEAD woax zoxe
ISEE NOTE 6l SPEEDING
URBAN f<_ 30 MPH•) 100 100 100 AHEAD AHEAD L/3 SHOULDER iICNETs
URBAN (35-40 MPH+) 200 200 200 AHEAD AHEAD � TEMPORARY BARRIER WITH WARNING LIGHTS ROADNWORK EE TABLE 6H-4 (SEE NOTE 9) soo� -500'POSTED
URBAN (>_45 MPH•) 350 350 350 1000 FT. AHEAD AND NOTE 11 SPEED LIMIT <45
FLAGGER LOCATION A 6 C MPH
RURAL 500 5O0 $00 1500 FT. 1000 FT. o-�. TRAFFIC OR PEDESTR[AN SIGNAL 200'- 300' ISEE TABLE NY6H-31 EE TABLE NY6H- (EE TABLE NY6H- ��LIMIT�z 45 MPHE
EXPRESSWAY / FREEWAY 1000 1500 2640 1 MILE �/Z NILE nn I
I (SEE NOTE 8) ♦ � ♦ �
TABLE NY2-A SHOULDER ■
� � SHOULDER
PLACEMENT DISTANCE FOR BARRIER VEHICLES g WARNING LIGHTS SEE No7E t2 ioo' -_--_ CHANNELIZING DEVICES
TRAVEL LANE MINIMUM �SEE NOTE 4) � 100' EE N�S�TE 12,L, � TRAVEL LANE
- -
PRECONSTRUCTION PLACEMENT DISTANCE (FT.I �
WORK SPACE ------------------------------- MIN[MUM
POSTED BARRIER VEHICLES� ---■--�--�— --- -- -- -- ------ --------------■--�--}------
--------------------------
TRAVEL LANE � � � � � ��� �
TRAVEL LANE
SPEED LIMIT (18000 LBS.) f24000 LBS.I WORK VEHICLE � SHOULDER
(MPH) MINIMUM MAXIMUM MINIMUM MAXIMUM
>55 100 FT. 200 FT. 100 FT. 200 FT. SHOULDER �
45 - 55 100 FT. 200 FT. 85 FT. 165 FT. � WORK VEHICLE WITH TRUCK MOUNTED ATTENUATOR F F F F
< 45 85 FT. 165 FT. 50 FT. 100 FT. 300� - 500' A�2
POSTED SPEE� ISEE NOTE 8) A
LIMIT <45 NPH C B ISEE TABLE NY6H-31 100' SEE NOTE 1 ISEE NOTE 5l SEE NOTE 7 100'
1000'POSTED (EE TABLE NY6H-)(EE TABLE NY6H-) ONE LANE ONE LANE
SPEED LIMIT z 45 TWO-WAY TWO-WAY
MPH L/3 SHOULDER TAPER J TRAfFIC TAPER TRAFFIC TAPER
TABLE 6C-3 fSEE TABLE 6H-4 AND (TYP.I (TYP.)
TAPER LENGTH FOR TEMPORARY NOTE 1)
TRAFFIC CONTROL ZONES —
WORK DURATION DEFINITIONS LICENSE
TYPE OF TAPER TAPER LENGTH (L) susrerneo ROAD •
RFTER iW0 ONE LANE
LONG-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION MORE MERGING TAPER L WORNZONE WORK ROAD � FLAGGING OPERATION END
SPEEDING AHEAD AHEAD \ SHORT OR INTERMEDIATE TERM STATIONARY ROAD WORK
THAN 3 CONSECUTIVE DAYS. SHIFTING TAPER L/2 TICKETS
SHOULDER TAPER L/3 NYR9-11 LANE CLOSURE ON 2-LANE 2-WAY ROADWAY czo-2
INTERMEDIATE-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION (NOT TO SCALE) ISEE NOTE 6)
MORE THAN ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS, OR ONE-LANE, TWO-WAY TRAFFIC TAPER 100 FT. MAXIMUM w2o-t W20-4�SEE NOTE 9IW2�7a
NIGHTTIME WORK LASTING MORE THAN 1 HOUR. DOWNSTREAM TAPER 100 FT. PER LANE
SHORT-TERM STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION
FOR MORE THAN 1 HOUR WITHIN A SINGLE DAYLIGHT PERIOD.
SHORT DURATION IS WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR.
MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY.
SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
� D• Pq ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL c�`� ti�' r � DIRECTION OF A COMPARABLE E n i n e e ri n a n d WO RK ZO N E MJ PROJ. No.:987.04
Q' �ATE: J U LY 2021
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h ;� � � PROFESSIONAL, (I.E.) ARCHITECT FOR AN
2 11/16/2021 DPS COMMENTS AB WL 11/16/21 DESIGNED BY: AJW � � r ARCHITECT, ENGINEER FOR AN ENGINEER La n d S u rveyi n g� P.C. T RAF F I C CO NT RO L P LAN
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: AJW �� � � _:�, `;� �" � OR LANDSCAPE ARCHITECT FOR A
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR ��� LANDSCAPE ARCHITECT, IS A VIOLATION
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS M PT��
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\MPT-1 WORKZONEdwg.dwg (Layout: MPT-1 )
Date: Wed, Apr 06, 2022 -6:02 PM (Name: aborza)
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WORK SONE TRAFFIC CONTROL PLAN - SITE LAYOUT
SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
� D• Pq ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL c�`� ti�' r � DIRECTION OF A COMPARABLE E n i n e e ri n a n d WO RK ZO N E MJ PROJ. No.:987.04
Q' �ATE: J U LY 2021
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h ;� � � PROFESSIONAL, (I.E.) ARCHITECT FOR AN
2 11/16/2021 DPS COMMENTS AB WL 11/16/21 DESIGNED BY: AJW � � r ARCHITECT, ENGINEER FOR AN ENGINEER La n d S u rveyi n g� P.C. T RAF F I C CO NT RO L P LAN
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: AJW �� � � _:�, `;� �" � OR LANDSCAPE ARCHITECT FOR A
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR ��� LANDSCAPE ARCHITECT, IS A VIOLATION
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS M PT��
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\MPT-1 WORKZONEdwg.dwg (Layout: MPT-2)
Date: Wed, Apr 06, 2022 -6:03 PM (Name: aborza)
EXISi1NG PAVEMENT NEW PAVEMENT „ Y~ TOOLED JOINT 5' MAX O.0 GRANIiE WRB •
FOR GRADE SEE PLAN FOR GRADE SEE PLAN � � 3•� TOOLm mGE EACH WAY. OR AS SHOWN �" SS PEG WELDm TO » • • 5 D�OSm FACE
SCARIFY AND REMOVE (1/4"R x ON PLANS 1 4"R x . POST AND HANDRAIL, TYP. 1 � SCH40 (1.66 OD) 12 �
IXISTING PAVEMENT EQUNALENT TO I 3/4"DEEP) 3/DEEP) � T�""` 12• R��N� S� �BE (MIN.)
PROPOSm TOP COURSE THICKNESS • SAIMCUT DUSi1NG PAVEMENT & TAqC a � ��a a a�� � 1.5"W SMOOTH MIN. I --' - "-'��-�
12 FlXED OBJECT � ) I I / ��/�
SANfa1T IXISIING PAVEMENT COAT ALL IXISIING SURFACES ° °° O R E X I S I I N G �- �� � ° � BROOM FlNISH (YYP) � . �
� � 1 " SCH40 1.66' OD 6 =I I
3. SIDEWALK a a a a lEXiURED TOOLED mGE S AINLESS S1EEL lUBE � C O N C R E i E B A q C Fl L L T O� =� � I I=- �
� /, FlNISH (TYP) (1/4'R x 3/4"DEEP) RAWNG /
Z� 3M ,� ��.�� �� � /
�y y�F D�ANSION JOINT WI1H M LJMITS OF IXCAVA710N _ � /
MATCH IXISTING �'�`'w PREMOLDED RESILIENT JOINT ? ��•)
SUBBASE, IF GREATER SUBBASE �`A FlLLER AND SEALANT CONSTRUCTION JOINT CONTROL JOINT TOOLED EDGE � � � -I
THIW PROPOSED SECTION E X P A N S I O N J O I N T � � I I --I=I-I_I-I=I I=I-I=I-I_I
CONTRACTOR TO VIF 20'f -
�� NOTES: � DRY-MIX PORiLIWD CEMENT
10 20'MAX SETi1NG Bm TO ASSl1RE PROOF ROLLED SUBGRADE,
SECTION TYPICAL SPAqNG FOR EXPANSION JOINT 1. MAiERIAL AND MEiHODS OF CONSiRUCiION SHALL BE IN CONFORMANCE WI1H C�RE DRILLED HOLE,
FlLL GAP W/ 7.5X MAX. �-� PROPER GRADE AND OR SELECT GRANULAR FlLL
NOTES: � � � � ALJGNMENT.
5 MAX 5 MAX 5 MAX 5 MAX iHE NEW YORK STAiE DEPAR11dENT OF iRANSPORTA710N (NYSDO� WALKING SURFACE NON-SHRINK GRWT
1. APPLY TACK COAT BETWEEN ALL HMA PAVEMENT LJFTS PRIOR TO PLACING HMA MIXiURE REGARDLESS 1�2008, A D ALLCADDENDA iHERETO�UCiION AND MAlERIALS, DAlED MAY CONCREiE SIDEWALK LANDSCAPE GRANITE CURB
OF i1ME PERIOD BETWEEN LIFTS PER NYS DOT 402-3. oo BOTTOM RAIL FOR CURB OR SEE DETAIL ON iHIS 14 SCALE: N.T.S.
PAV E M E N T T RAN S I T I O N 2 ALL CONCREiE SHALL BE 5,000 PSI CONCREiE. CONCREiE MAiERIALS, BARRIER PROiECiION PER SHEET
PLACEMENT, AND CONSiRUC110N SHALL CONFORM WI1H SEC110N 500 OF iHE ADA 405.9.2
'� 2" O.D. SLEEVE FlLLED WIiH 7'-4'
SCALE: N.T.S. EJ CJ CJ CJ EJ ABOVE REFERENCED NYSDOT STANDARD SPECIFlCAiIONS. NOiES: NON-SHRINK GROUT AND SEALANT, 4. ��_8.
1X�" 125 MM F3 TOP COURSE HMA, 3. RONFORCING S1EEL FOR CONCREiE SHALL CONFORM WIiH SEC110N 556 - TYP. TO BE EMBmDED IN 10" X 14'
80 SERIES COMPAC110N (TYP.) RONFORCING S1EEL FOR CONCREiE STRUCTURES OF iHE ABOVE RffERENCm �' SiEELRi�l16E RALINGNSIST OF � �� �H40 (1.66' OD) STAINLESS DEEP lURNDOWN. � ��f-�-� �4.
APPLY TAqC COAT TO EXISIING NYSDOT STANDARD SPECIFlCA710NS AND AS SPECIFlCALLY CALLED OUT IN ,
PAVEMENT SURFACE , iHE DRAWINGS. , „ � „
EXISi1NG ASPHALT PAVEMENT E�kIXPANSION JOINT PLAN CONTROL JOINTS 5 MAX O.C. 2. MAXIMUM POST SPACING SHALL NOT IXCEm 6-0. 4
NOTES. C�kCON1ROL JOINT FJ1CH WAY 4. ALL EXPOSm SURFACED SHALL HAVE A BROOM iD(iURED FlNISH dc TOOLm
5,000 PSI CONCREiE SIDEWALK, 1.5X mGES. TOOL SHALL BE PROVIDE MAX 1-1/2" WIDE SMOOIH 1ROWEL FlNISH AC C E S S I B L E RAM P W I T H T U B E H AN D RA I L
1. MAiERIALS PREPARE EXISi1NG ASPHALT PAVEMENT IN ACCORDANCE WIiH N.Y.S D.O.T. SECTION 633 AT JOINT. 9 8"
'CONDI110NING EXISi1NG PAVEMENi" CROSS SLOPE AND 4.5X RUNNING .
6x6-W2.9xW2.9 SLOPE OR AS NOlED ON PLANS , SCALE: N.T.S. 4• • �
W W F 5. IXPANSION JOINTS SHALL BE LOCAlED A MAXIMUM OF 20 ON CENiER, OR
2 MILL EXISi1NG ASPHALT CONCREiE TO DESIRED DEPiH, CLEAN SURFACE TO BE REPAVED. APPLY TACK SEE PLAN FOR IMDiH AS INDICAiED ON PLANS.
COAT AND TOP COURSE. TOPSOIL, SEm AND IXPANSION JOINT IMiH �
• • MULCH mGE OF PREMOLDm RESILJENT JOINT :
ASPHALT PAVEMENT 3 , 3 s. JOINTS SHALL NOT BE SAW WT. �
N PA�M� FlLLER dc SEALANT, AT i
7. IXPOSED CONCREiE SURFACES SHALL BE iREAiED WIiH
2 M I L L I N G AN D R E S U R FAC I N G � - 6° Q a �,°� a 'SUREBOND"/'SAFEBOND' SB-7000 INiENSIFlER BRIqiT PROiECTOR AND � SIDEWALK ' . �� "'
SCALE: N.T.S. -_ �, SIDEWALK SEALER, OR EQUAL RAiE AND METHOD OF APPLJCAiION SHALL , ^ 4,000 PSI CONCREiE � 7 I � I �
�I I I I I I I=1 BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDAiIONS. � CURB � �1'� ----�--�i�
ACCESSIBLE SIDEWALKS AND CURB RAMP NOTES: � �,_4~
I I I I I I I�� 8. SUBBASE MAiERIAL SHALL CONFORM WIiH SECiION 304 OF 1HE ABOVE PAVEMENT
REF�2ENCED NYSDOT STANDARD. "'� •
1. DIMENSIONS SHOWN IN iHE DETAILS AS MINIMUMS AND MAXIMUMS ARE 1HE LIMITS FOR DESIGN AND i I- - - - - - - - - - - - I I -I I I-_ - �� SEC110N
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 I I-_ I=I I I-I I I I I SUBBnsE COURs� nrPE "-"' "� -
FlELD LAYOUT. FACILIIIES SHALL NOT BE CONSiRUCiED WI1H VALUES OUTSIDE 1HE LJMITS FOR VYORK � ��� � 9. WHERE IT IS NECESSARY TO PLACE FlLL FOR PURPOSE OF BRINGING iHE I I I O N LY PAV E M E N T M ARK I N G S
A(:CEPTANCE. SEE TABLE "DESIGN ELEMENT TOLERANCES'. 2 SUBGRADE ELEVAiION UP TO A SPEqFlED GRADE, iHE FlLL MAlERIAL PLACm � I I II 1 5 SCALE: N.T.S.
SECTION (�pACiED SUBGRADE OR COMPACiED �� BE IN ACCORDANCE WITH SECiION 203-IXCAVA710N AND �' Typ °^ _I a
2 TO CHECK FlELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADES IMLL BE EMBANKMENT OF iHE ABOVE REF�2ENCED NYSDOT STANDARD
MEASURm WIiH A 4 FOOT LONG DIGITAL LEVEL USING AT LEAST 1W0 READINGS. WHERE iHE SELECT GRANULAR FlLL TO BRING SpECIFlCA710NS. I I I <6" � 6'-4'
READINGS VARY, 1HE MEASUREMENTS WILL BE AVERAGED. GRADE (RUNNING SLOPE) WILL BE SUBGRADE TO CORRECT GRADE COMBINED TYPE LS I I I I 3-0
� .
MEASURm ALONG 1HE CENIERLINE AND OFFSET 1Y TO 18" FROM 1HE CENIERLINE. CROSS SLOPES CONCRETE SIDEWALK -� ° , .
WILL BE MEASURES PERPENDICULAR TO CENiERIJNE AT 5' TO 10' INTERVALS. 5 SCALE: N.T.S. ,� 0 CROSSWALK � I I II 9" 2-0
3. GRADES (RUNNING SLOPES ARE MEASURm IN iHE DIREC110N OF PmESiRIAN iRAVEL. CROSS SLOPES SCALE: N.T.S.
ARE MEASURm PERPENDICULAR TO 1HE DIRECiION OF PEDESiRIAN 1RAVEL =1 I 1=1 I I- 1=1 I 1=1 I 1= 1=1 I I o =�
PROOF ROLLED SUBGRADE, i �
4. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, lURNING SPACES AND ROADWAYS SHALL BE FLUSH AND � OR SELECT GRANULAR FlLL SUBBASE TO MATCH M `�
FREE FROM ABRUPT VERIICAL CHANGES GREAiER 1HAN �'. VERi1CAL SURFACE DISCONI1NUIilES PAVEMENT SEC110N
BEiWEEN �" TO �" SHALL BE BEVELm WI1H A SLOPE NOT SiEEPER 1HAN 1:2. 1HE BEVEL SHALL BE iHERMAL FlNISH NOSING/D�OSED END: 1/8' EASED EDGE 45' NOTES:
APPLIm ACROSS iHE EN11RE JOINT. 4,000 PSI CONCREiE PAD TO 2' BULLNOSE, TYP. (iHERMAL FlNISH) .
6x6-W2.9xW2.9 W.W.F. SPLIT FACE, T1fP. � 1. CONSiRUCiION JOINTS 10' O.C. MAX AND EXPANSION JOINTS 100' O.C. MAX. o * �
5. iHE CROSS SLOPE OF PEDESiRIAN ACCESS RWiES SHALL BE 1.5% MAXIMUM FOR DESIGN AND SEE PLAN FOR DIMS. � � . e� O°
LAYOUT, AND 2% MAXIMUM FOR VYORK ACCEPTANCE. TOPSOIL, SEED W a � �
3" 3' �D MULCH z � Q RffER TO 7 C�500 � 2 CONCRETE CURB SHALL BE INSTALLED IN ACCORDANCE WIiH SPEqFlCAiION SECiION 321613. N �"� �
6. iHE RUNNING SLOPE OF PmESiRIAN ACCESS ROUiES SHALL BE 4.5X MAXIMUM FOR DESIGN AND N a `�Q�5 : � 4' WIDE WHffE R2��
� } °O � PAINTED PARKING 3. PRECAST CONCREiE CURB MAY BE SUBS11iUlED, WHEN ALiERNAiE CONSiRUCiION DETAILS
LAYOUT, AND 5% MAXIMUM FOR VYORK ACCEPTANCE. --�- --•----- c� �3 . COMPACiED SUBGRADE OR
. �0 24 TYP. �j ARE SUBMITTED BY iHE CON1RACTOR AND APPROVED BY THE ENqNEER. �
, 6 W m COMPACiED SELECT GRANUUIR ��P� , . o ao
, � �w-------. �� � d 2-8 i I
7. iHE MINIMUM WIDiH OF A CURB RAMP SHALL BE 4. ---� � _____ _____ ��---- i m FlLL TO BRING SUBGRADE TO �d'
� CORRECT GRADE. ' ��• M O U N TAB L E ZV lV
8. iHE GRADE (RUNNING SLOPE) OF A WRB RAMP SHALL BE A MINIMUM OF 5X 1HE GRADE FOR „ � � ,� 3 CAST-IN-PLACE CONCRETE CURB
DESIGN AND LAYOUT SHALL BE A MAXIMUM OF 7.5% 1HE GRADE FOR ADA A(:CESSIBWTY AND NfORK °O � � _ _ _
A(:CEPTANCE SHALL BE A MAXIMUM OF 8.3X. 1HE MAXIMUM VERIICAL RISE OVER 1HE LENGiH OF iHE „ �� �"z�� SCALE: N.T.S.
CURB RAMP FOR A(xEPTANCE SHALL BE 6 . 18 MIN. BLEND� TURN ARROW
OF �1 & �2
9. iHE CROSS SLOPE OF 1HE CURB RAMP SHALL BE AS FlAT AS POSSIBLE AND Si1LL PROVIDE SUBBASE COURSE 812 STONE � • • �' DIRECTIONAL ARROW STRIPING
POSIi1VE DRAINAGE. iHE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5X MNUMUM FOR DESIGN AND CRUSHm STONE
LAYOUT, AND 2% MAXIMUM FOR VYORK ACCEPTANCE. NOTES: 1 6 SCALE: N.T.S.
10. WHERE A PmESiRIAN CIRCULA710N PAiH CROSSES A CURB RAMP, FLARm SIDES SHALL BE COMPACIED SUBGRADE OR COMPACIED
INSTALLED WI1H A MAXIMUM SLOPE OF 9.5% FOR DESIGN AND LAYOUT, AND 10% MNUMUM FOR NfORK SELECT GRANULAR FlLL TO BRING SIDE VIEW 1. GRANIlE CURB TO BE INSTALLED IN ACCORDANCE
A(:CEPTANCE. iHE SLOPE OF iHE FLARED SIDES IS MEASURED PARALLEL TO iHE CURB LINE. SUBGRADE TO CORRECT GRADE. �- IMiH NYSDOT STANDARD SPECIFlCAiION SEC110N
609.
DESIGN ELEMENT TOLERANCES 1. INSTALLA710N TO BE COMPLETED IN ACCORDANCE IMiH MANUFACiURER'S INSiRUCiIONS. DOOR FRAME
S O L I D G RAN I T E 2. CURB SHALL HAVE QUARRY SPLJT FACE AND TOP. ALUMINUM THRESHOLD
ELEMENT �FELD LAYOUT WORKFOR TRANSFORMER EQUIPMENT PAD SEAT/RETAINING WALL
LIMIT ACCEPTANCE 6 SCALE: N.T.S. 7 SCALE N.T.S. LOAD I N G 1/2' IXPANSION JOINT FlLLER 6" CONCREiE PAD WI1H �5
SIDEWALK CROSS SLOPE 1.5X MAX 2.09b MAX ZO N E STRI P I N G CONCREiE SLAB, SEE BARS AT 12" O.C. EACH WAY ASPHALT, RffERENCE
SIDEWALK GRADE - RUNNING SLOPE 4.59b MAX 5.056 MAX 11 FOUNDA710N PLAN 12 '/4� � qVIL DRAWINGS
SCALE: N.T.S.
CURB RAMP GRADE - RUNNING SLOPE 7.59� MAX 8.39� MAX S-1 EMBEDMENT
� O CURB, SEE PLANS FOR , , MODEL NO. PEAKS DIM"A" � � O O � "
-+N DIM A
� � 1 2 MAiERIALS � t2�2o 4 �t/2'�c.
»
2Q TACIILE WARNING �6', 5 1/4" 2 1/4" 24"� �6 BAR TOP AND BOT.
NOTES: 3Q SIDEWALK, SEE PLANS FOR
��6 MAiERIALS W �4 BARS AT 24' O.C. �4 BARS AT 24" O.C.
1. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, iURNING SPACES AND ROADWAYS SHALL BE FLUSH AND �/ ��-.� � � �
FREE FROM ABRUPT VERi1CAL CHANGES GREAlER iHAN �". VERIICAL SURFACE DISCONi1NUlilES P�� � N6 40 BROOM FlNISH PERPENDICULAR SEE ADJACENT \ � 3 •
� I� 4 TO SLOPE i �4 BARS AT 18
BETWEEN �' AND �" SHALL BE BEVELED WIiH A SLOPE NOT SiEEPER iHAN 1:2. iHE BEVEL SHALL BE �.0 ��� DETAIL-TOP OF "� � _- CONCREiE FOUNDAiION, 8" CONCREiE WALL
APPLJED ACROSS 1HE ENi1RE JOINT. � � m ! � � d O.C. (ALT HK)
0��� � �I( �h`� s�� g� RNI�p Q DROP CURB, �" MAX VERi1CAL FOOi1NG GRADE m REFERENCE FOUNDA710N PLAN
V E RT I CAL S U RFAC E D I S CO NT I N U I T I ES ,�,�P� s�aNc� .�� M� ELEVA710N CHANGE (2) �5 BARS AT TOP #4 BARS AT 18•
3 SCALE: N.T.S. ,��� �4`Q�"W � o �� 4,500 PSI : AND BOTTOM 8 O.C. (ALT HK)
"' 1'MIN 1.5" TO 2.5" �y� o.��N 6. RI� LAWN� � � CONCREiE N = �.
a a a a N --� � � M �� � v � 3 �� v 4� � v v ,,�,� � CHAMFER
a o aaaaaaaaaaaaa A�� � � � � � �"M�N �,vuN� � _� Eoc�
a° Qa aRAMP � � o000000000000 � � o � � v -
0000000000000 » > � V V
a o000000000000 24 3 � � � � v
� o00000000000o v �+(� p � � I . . � •
0000000000000 00 4 �
° a o 0 0 0 0 0 0 , � o00 0000o v � 12"�
000
' o000000000000 � . MIN y v oo°o°o ° 0 0000000000 00000 0
H DOME v o000 � \ o00000000000ra'
DOME SPACING PLAN 4 v °o 0 00 0 ��o � o 0 0 o c3��o NOlES: TOP OF FOOTING
FULL RAMP WIDiH . LAWN� v V 5 �..� �@g"`�%
�'� 50X TO 60X OF � � 5 1. INSTALLAiION TO BE COMPLEiED IN ACCORDANCE WIiH
PLAN �� � BASE DIAMEiER v � �C.'���e�� � � MANUFACTURER'S SPEqFlCAiIONS �3 BARS AT 18' O.C. REFERENCE FOUNDA710N PLAN FOR LENGiH �3 BARS AT 18" O.C.
NO AC11LE WARNING SiRIP SHALL BE ADA COMPLJANT I � • � I c,J�`0, o � 4'x4' CLEAR �� � 2 DO NOT SCALE DRAWINGS #3 BARS AT CONi1NUWS �3 BARS AT CONIINUWS
INCLUDING iHAT IT SHALL CONiRAST VISUALLY WIiH I�M�N�I �; e' LANDING AREA Pc�
ADJOINING SURFACES. 3. BIKE RACK TO BE COAiED W/ ZINC RICH EPDXY iHEN FlNISHm W/
DOME SECTION POLYESiER POWDER COAl1NG (COLOR TO BE BLACK)
TACTILE WARNING CURB RAMP - DROP CURB BIKE RACK SIDEWALK FROST PAD DETAIL
4 SCALE: N.T.S. SCALE: N.T.S. 1 2 SCALE: N.T.S. 1 7 SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL �,�4'��,�' P� j ANY WAY, UNLESS DONE UNDER THE . . MJ PROJ. No.:987.04
DIRECTION OF A COMPARABLE
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h U� �� PROFESSIONAL, (I.E.) ARCHITECT FOR AN E n g i n e e ri n g a n S I T E P LAN D ETAI LS �ATE: JU LY 2021
2 1 1/1 6/2 0 2 1 D P S C O M M E N T S A B W L 1 1/1 6/2 1 D E S I G N E D B Y: A J W � ,� , r Z A R C H I T E C T, E N G I N E E R F O R A N E N G I N E E R
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� � � -�,� `;� .�", � OR LANDSCAPE ARCHITECT FOR A �a�� �U�V����g i �•�•
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `'�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION C��OO
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-500)
Date: Wed, Apr 06, 2022 -6:03 PM (Name: aborza)
WOVEN WIRE FENCE (MIN. 14 GAUGE SHRUB IS SiRAIqiT AND PLUMB; TREE & SHRUB PLANTING NOTES:
10 MIL POLYEiHYLENE SHEEi1NG
SEE NOTE 4 BEST APPEARANCE SET AT ANGLE � DIG PIT WID1H TO DIMENSIONS SHOWN.
W/ MAX. 6' MESH SPACING) �g" OF HIGHEST VISIBILJTY
��,_0„ M�• 10' MIN
�EN1ER TO CENIFR 36' MIN. FENCE POSTS, FlLiER FABRIC 3�-�~ EXIST. PVMT. 2. REMOVE STONES 2" AND LARGER FROM EXCAVAiED PLANT PIT SOIL AND EXCAVAiED PIT AREA.
DRIVEN MIN. 16' INTO `--- - - - - --- --- --- --- --- -- --- - --- --,
GROUND � � i � ALL CONCRETE
-- -- - ------------- � TRUCKS SHALL N � .�_--_=-= ... • 3. DIG PIT DEPiH SAME AS ROOT BALL OR CONTAINER DEP1H.
� ;ot_ �_ o__ __o 0 0 0 �o i � ^ ---------------------------=--=---=-----= --- 3 DEEP SHREDDm VYOOD
� WASHOUT HERE MULCH BEYOND MULCH FREE
� MOUNTABLE BERM (OP110NAL) 6" RADIUS FOR MULCH FREE ZONE SHALL BE MAINTAINED 4. SET ROOT BALL (REMOVE ROOT BALL FROM CONTAINERS) IN CENIER OF PIT SO TOP OF ROOT BALL
I o o i , 5:1
; � � BLAqC LETiERS ON IXIST. GROUND `� ZONE AROUND ENi1RE ROOT
� � i i ' WHIlE BAqCGROUND FLARE 1'-2° FLARE VISIBLE iHR0UGH0UT MAINiENANCE WHERE ROOTS FLARE OUT (ROOT FLARE/COLLAR) IS 1-2 INCHES ABOVE FlNISH GRADE & VISIBLE
� o �� i � PROFILE � PERIOD. (NOT COVERED WIiH SOIL); iHE REST OF iHE REMAINING TOP OF ROOT BALL SHALL BE FLUSH WI1H
HEIGHT OF FlL1ER 18' �n � ; �' ''� i o ��5 GALVANIZm 'U" ABOVE FlNISH GRADE) AT �_ �
� � o� CHANNEL POST BASE OF S1EM 3 4 SOIL SAUCER FlNISH GRADE & COVERm WI1H PLANIING SOIL (TOPSOIL, SEE SPECS).
MIN. � ; ; BALES TO ; ' � m�
> � � � BUTT �; ! � 0 5. IF PLANT IS A CONTAINER: SLIGHILY LOOSEN mGES AROUND ROOT BALLS: IF PLANT IS BdcB: CUT
, ; � �� i � I OFF ALL WIRE/kOPE ETC. AROUND ROOT BALL dc DISPOSE OF PROPERLY; FOLD BAqC TOP HALF TO
; i i � w SEE NOlE 3 � 1W0-iHIRDS OF ROOT BALL LOOSENING ROOT FlBERS AT EXPOSm mGES; KEEP REMNNING BOTTOM
��v . � ' �= ' I 8 I I GRADE ________________________ PORiION OF ROOT BALL IN BURLAP INTACT; APPLY ROOT ENHANCER AND FERIILIZER TO ALL B&B
6 MIN. ' -. �o 0 0 0 0 0 0 0, ' o � I I i 12'-p• �� P�T TOPSOIL AS SPECIFlm AND CONTAINER li2EES, CLUMPS, AND SHRUBS.
! �----- ----- -------- -----J ; ;., W SIGN SHALL BE PLACm IN A EXIST. GROUND � MIN.
,���/ � I o I I PROMINENT LOCAiION AT WASHOUT ; B&B (BALLED dc BURLAPPm) 6. SET PLANT SiRAIGHT dc PLUMB FROM ALL ANGLES; MAKE SURE ROOT BALL IS NOT DRY-MOISiEN IF
�O�` �j `- -- --- --- --- --- --- --- --- -- - -- -J �' � AREA ------------------------ o OR CONTAINER; REMOVE MIN. PLANi1NG PIT DEP1H NEmED; INSTALL AS SPECIFlm; BAqCFlLL IMiH APPROVED TOPSOIL PARiIALLY; CHECK AGAIN TO
� ANCHOR BALES WI1H � „ PLAN i TOP HALF OF BURLAP LEAVING PLANIING PIT DIAMEiER ASSURE PLANT IS S112AIGHT dc PLUMB ADJUSIING AGAIN FOR APPROVAL; FlNISH BAqCFlLL WI1H
(2) 2"X 2"X 4' S T A K E 6 M I N D E P 1 H o B O T T O M H A L F I N T A C T 2 X M I N. R O O T B A L L D I A. A P P R O V E D T O P S O I L; S M O O i H O U T IX C A V A 7 1 0 N A R E A A N D C R E A i E 3-4 H T. S A U C E R F O R W A i E R I N G
PERSPECTIVE VIEW p� BA� AGGREGAiE ALL WASHOUT SIGN OR CONTAINER WIDiH ZONE
lERRAiEX SC, IVI 3611W WIRE BAqC AROUND CONSTRUCTION ENTRANCE SPECIFICATIONS: 7. INSTALL CONSiRUCiION FENCE (SEE SPECS.) TO PROlECT PLANIED AND S�ED AREAS IMMEDIAlELY
SILT FENCE, OR SILT SAVER PRIORITY 2 36" MIN. FENCE POST PLAN AFTER INSTALLAiION IS APPROVED.
SILT FENCE PRffABRICAiED SILT FENCE � 1. STONE SIZE - USE MIN 2" STONE, OR RECWMm OR RECYCLED CONCREiE EQUIVALENT.
WIiH POSTS OR APPROVED EQUIVALENT �•t ,s•t S H RU B P LAN T I N G
� � BINDING WIRE I� 2 iHICKNESS - NOT LESS 1HAN SIX (6) INCHES.
I I 7 SCALE: N.T.S.
II o z S1RAW BALE (TYP) 3. WID1H - 1WELVE (12) FOOT MINIMUM, BUT NOT LESS 1HAN 1HE FULL WID1H AT POINTS WHERE INGRESS
I I `� � UNDISiURBm GRWND GRADE OR EGRESS OCCURS. 1WENTY FOUR (24) FEET IF SINGLE ENiRANCE TO SIlE. �
, � 10 MIL � 1REE'S CENIRAL LEADER IS
i � _ �_ _ _ �`�Pa��E N ,� � Z _ _ _ _ _ 4. LENGiH - NOT LESS iHAN FlFTY (50) FEET (IXCEPT ON A SINGLE RESIDENCE LOT WHERE A iHIRTY (30) SiRAIGHT/pLUMB & iRUE TO FORM; IF .
EMBm FlLiER CLO1H ' � � � 6 MIN MULCH Bm
� _ _ _ _ _ _� � FOOT MINIMUM LENGiH IMOULD APPLI�. CLUMP, MUL71-SiEM FORM IS SIRAIGHT, TOPSOIL, SEED
6" MIN DEPiH WELL BALANCED AND PROPORT10NAlE; AND MULCH FlLTER
MIN 6" INTO GRWND �, z SEASONAL HIGH . 5. FlLiER FABRIC - IMLL BE PLACED OVER 1HE EN11RE AREA PRIOR TO PLACING OF STONE. �- FABRIC
i � TAMPED � � A(�REGAlE ALL � � GROUND�lAlER 6 MIN � BEST APPEARANCE SHALL BE SET AT
EXCAVAiED iRENCH 4" , I BAqCFlLL � ARWND EMBmMENT (TYP) 6. SURFACE WAiER - ALL SURFACE WAlER FLOWING OR DIVERiED TOWARD CONSIRUC110N ENTRANCES ANGLE OF HIGHEST VISIBWTY
`✓I WOOD STAKE (TYP) SHALL BE PIPED ACROSS iHE ENiRANCE IF PIPING IS IMPRACi1CAL, A MOUNTABLE BERM WI1H 5:1
s�OPEs w�� BE PotMI�D. I I=I I I=I I I=I I I= I I=I I
SECTION - �� ���-���-��� ���
NOTES: I I I,;,I I I I I I I I I I I I
NOTEs: TYPICAL SECTION 7. MAINIENANCE - 1HE ENIRANCE SHALL BE MAINTAINED IN A CONDIiION WHICH WILL PREVENT 1RACKING
1. W'O V E N W I R E F E N C E T O B E F A S 1 E N E D S E C U R E L Y T O F E N C E P O S T S W I i H W I R E T 1 E S O R S T A P L E S. P O S T S OR FLOWING OF SmIMENT ONTO PUBLIC RIGHTS-OF-WAY. iHIS MAY REQUIRE PERIODIC TOP DRESSING MULCH FREE ZONE: 6" MIN -I I-I
SHALL BE SiEEL '1' OR 'U" TYPE OR HARDVYOOD. WIiH ADDIiIONAL STONE AS CONDI110NS DEMAND AND REPAIR AND/OR CLEANWT OF ANY MEASURES 3"-4" SAUCER WI1H COMPACiED � RADIUS FOR SHRUBS AND 8" I I I I I I- SUBGRADE TO BE
1. CONTAINMENT MUST BE S1RUCIURALLY SOUND, LEAK FREE AND CONTAIN ALL LJQUID WASiES. USED TO iRAP SmIMENT. ALL SmIMENT SPILLED, DROPPm, WASHED OR iRACKED ONTO PUBLJC RIM: DIAMEiER OF SAUCER MIN RADIUS FOR li2EES/CLUMPS -� � DECOMPACIED
2. FlLiER CLOiH TO BE FASiENm SECURELY TO WOVEN IMRE FENCE WIiH iIES SPACED EVERY 24' AT RIGHTS-OF-WAY MUST BE REMOVED IMMEDIAlELY. AROUND PLANT SHALL BE 3X I I I I -
2 CONTAINMENT DEVICES MUST BE OF SUFFlqENT QUANIITY OR VOLUME TO COMPLEiELY CONTAIN iHE LIQUID WAS1E DIAMEiER OF ROOT BALL OR 3" DEEP MULCH LAYER OF -� � - LANDSCAPE EDGING
TOP AND MID SECTION. FENCE SHALL BE VYOVEN WIRE, 6" MAX. MESH OPENING. GENERAiED. 8. WASHING - NMEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENIRANCE ONTO PUBLJC CONTAINER SHREDDED WOOD BEYOND I I I I I I=
RIGHTS-OF-WAY. NMEN WASHING IS REWIRm, IT SHALL BE DONE ON AN AREA STABWZED WI1H STONE MULCH FREE ZONE
3. WHEN 1W0 SEC110NS OF FlLiER CLO1H ADJOIN EACH O1HER iHEY SHALL BE OVERLAPPED BY 6" AND 3. WASHOUT MUST BE CLEANm OR NEW FAqlJ11ES CONSiRUCiED AND READY TO USE ONCE WASHOUT IS 75% FULL AND WHICH DRAINS INTO AN APPROVED SEDIMENT iRAPPING DEVICE. M U LC H B E D
FOLDm.
4. WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCA710N EASILY A(:CESSIBLE BY CONCREiE 1RUqCS. 9. PERIODIC INSPEC110N AND NEEDm MAINIENANCE SHALL BE PROVIDED AFTER EACH RAIN. PLANi1NG SOIL (AMENDED 9 SCALE: N.T.S.
4. MAINiENANCE SHALL BE PERFORMED AS NEmED AND MAiERIALS REMOVED WHEN "BULGES' DEVELOP TOPSOIL) (SEE SPECS.)
IN 1HE SILT FENCE 5. ONE OR MORE AREAS MAY BE INSTALLED ON iHE CONSiRUCiION SIiE AND MAY BE RELOCAiED AS CONSiRUCiION
PROGRESSES. STABILIZED CONSTRUCTION ENTRANCE
5. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT IXC� 1/4 ACRE PER
100 FEET OF FENCE. 6. AT LEAST WEEKLY REMOVE A(xUMULA710N OF SAND AND AGGREGAiE AND DISPOSE OF PROPERLY. 6 SCALE: N.T.S. PLANi1NG PIT DIAMEiER
6. SILT FENCE SHALL BE USm WHERE EROSION COULD OCCUR IN 1HE FORM OF SHEET EROSION. CONCRETE WASHOUT AREA 2X MIN. ROOT BALL DIAMEiER
7. SILT FENCE SHALL NOT BE USm WHEN A CONCEN1RAilON OF WAlER IS FLOWING TO iHE BARRIER. 4 SCALE: N.T.S. TREE PLANTING
$ SCALE: N.T.S.
SILT FENCE INSTALLATION
1 SCALE: N.T.S.
1" REBAR FOR BAG DUMP SiRAP
REMOVAL FROM INLET
SILT FENCE 2
�� �SE OR
y �, �� DUMP SiRAP NOTES:
�, �, �, �, �, 1. FlL1ER FABRIC SHALL HAVE AN EOS OF
/ SILTSACKO 40-85.
\ � .� � � .� j
2 CUT FABRIC FROM CONi1NU0US ROLL TO
� \ \ � � � � � j � NED�BRACES AS �EDED OVERLAP TO 1HE NEXT STAKE.
� �
3. STAKE MAiERIALS WILL BE STANDARD
\ - ------ - - ------ - � IVI 3617 SILT FENCE OR APPROVED
2°x4' WOOD OR EQUIVALENT, WIiH A �
EQUIVALENT 2'X4' FRAME MINIMUM LENGIH OF 3 FEET. �
��. \ _ _______ _ _______ / � '��N, S ECTI ON AROUND CREST OF "'
���.� �F � FABRIC 4. SPACE STAKES EVENLY AROUND INLET 3
ENTRANCE 24' WIDE AND FEET APART AND DRIVE MINIMUM 18"
SHALL BE ON UPSLOPE DEEP. SPANS GREAiER 1HAN 3 FEET
2'X4' Nf00DEN STAKES MAY BE BRIDGm WITH iHE USE OF IMRE
HAY BALES OR SILT FENCE MESH BEHIND FABRIC FOR SUPPORT.
NOTES: 70-3/4"
2 EACH DUMP 5. FABRIC SHALL BE EMBEDDED 1 FOOT
1. AREA CHOSEN FOR STOCKPILJNG OPERA710NS SHALL BE DRY AND STABLE. SiRAPS MINIMUM BELOW GROUND AND
IXPANSION RESiRAINT PLAN BACKFlLLED. IT SHALL BE SECURELY FRONT VIEW
2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2 HORIZ ON 1 VERT. � (1/4' NYLON ROPE, 2" FlLiER FABRIC FASiEN FASiENm TO iHE STAKES AND FRAME.
� ��� FLAT WASHERS) SECURELY TO STAKES � M
3. UPON COMPLEiION OF SOIL STOCKPWNG, EACH PILE SHALL BE SURROUNDm WIiH EIiHER SILT FENCING 6. A 2 x4 VYOOD FRAME SHALL BE
OR HAY BALES, iHEN STABWZm WIiH VEGETAiION OR COVERm. BACKFlLL �P�� ��ND 1HE CREST OF 1HE
BAG DETAIL FABRIC FOR OVERFLOW STABILJTY. �
4" WOODEN STAKES �----------------------------------------------------------------� 7. MNUMUM DRAINAGE AREA IS 1 ACRE i,
TEMPORARY SOIL STOCKPILE No�s: IXISi1NG ;--------------------------------a =
2 SCALE: N.T.S. O PROPOSED � j � 8. INLET PROiECiION SHALL REMAIN
1. PORE OPENING SHALL BE IN BEiWEEN 200 dc 700 GRADE �-------------------------------------------------1 IN-PLACE UN11L SIiE HAS BEEN
$IEVE. I
� STABILIZm.
MULCH LAYER OF COMMON HAY OR 2 INLET FlLiER IS TYPICAL FOR ALL RECTANGULAR -`==����:r�-�=�-�"}=���";��;=="` Z
STRAW, 2 TONS PER ACRE AND SQUARE YARD INLET'S ONSIiE. EMBED FlL1ER CLOiH `"""" �"""' �
TEMPORARY OR PERMIWENT SEED, SEE MIN. 12' INTO GROUND ;o eLAd�llE.� SIDE VIEW
SPECIFlCATIONS OF PLANS FOR MIX
PARK BENCH
5 I N L ET F I LTE R SiRUiURE N 11 �A`E` ".T.s.
TOPSOIL• NATURAL FERTILE, AGRICULTURE SCALE: N.T.S.
SOIL CAPABLE OF SUSTAINING VIGOROUS
PLANT GROWfH. DEPTH AS PER
SPECIFlCATIONS OR PUWS
SECTION
NOTES:
1. TOPSOIL, SEED, MULCH AND FERi1LIZER DISIURBED SOIL AREAS 1HAT WILL BE LEFT EXPOSm
FOR 14 DAYS OR MORE. OUT-OF-PAVEMENT INLET FILTER (FABRIC DROP)
2 SOIL PH SHALL BE lESiED, LIME SHALL BE APPLIm TO BRING SOIL PH TO 6.5. '� O
SCALE: N.T.S.
3. FERIILIID2: COMMERCIAL 5-10-5, 175 LBS PER ACRE.
TOPSOIL, SEED AND MULCH
3 SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL �,�4'��,�' P� j ANY WAY, UNLESS DONE UNDER THE . . MJ PROJ. No.:987.04
DIRECTION OF A COMPARABLE
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h U� �� PROFESSIONAL, (I.E.) ARCHITECT FOR AN E n g i n e e ri n g a n S I T E P LAN D ETAI LS �ATE: JU LY 2021
2 1 1/1 6/2 0 2 1 D P S C O M M E N T S A B W L 1 1/1 6/2 1 D E S I G N E D B Y: A J W � ,� , r Z A R C H I T E C T, E N G I N E E R F O R A N E N G I N E E R
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� � � -�,� `;� .�", � OR LANDSCAPE ARCHITECT FOR A �a�� �U�V����g i �•�•
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION C��O �
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-501 )
Date: Wed, Apr 06, 2022 -6:03 PM (Name: aborza)
5'-0"
i-�� EXTERIOR INTEGRAL INTEGRAL
I EXTERIOR BUILDING WALL BUILDING WALL 2�-0� "NEENAH" R-7506-E: LIQUID INLET OUTLET OVERALL HEIGHT INTEGRAL INTEGRAL �g��
SIZE TOP BASE BAFFLE
SQUARE SERIES FLOOR BOX FRAME LEVEL HEIGHT HEIGHT TOP BASE TYPICAL
I CLASS "B" CONCRETE GALLONS HEIGHT HEIGHT (LBS)
I DOWNSPOUT - REFER TO 13� AND LID, OR EQUAL 'L' 'I' ��� INSIDE INSIDE �NSIDE OUTSIDE (LBS) (LBS) 8"
i ARCHITECTURAL PLANS FOR �
EXACT LOCATION & 1500 4'-6" 5'-6" 5'-3" 2'-0" 3'-6" 5'-6" 6'-8" 11,400 13,400 3600 /�ii���
I I QUANTITY 11 1/2" 2000 6'-0" 7'-0" 6'-9" 3'-6" 3'-6" 7'-0" 8'-2" 15,000 13,400 4600
GRASS 2500 5'-2" 6'-2" 5'-11" 2'-10" 3'-4" 6'-2" 7'-4" 17,200 16,400 3200 .���� �
I I 6" FERNCO COUPLING CONNECT TO �, � 24"Q�OPENING �'.' � ���
I I �_HEADER W/ 6 x 3000 6'-2" 7'-2" 6'-11" 3'-10" 3'-4" 7'-2" 8'-4' 20,000 16,400 5800 (TYPICAL) � � � � I SEE
� �
FIN.GRADE - SEE TEE OR TEE WYE p � /��/��� �/�526AFID EIN I .� , i CHART
FFE I � i P L A N S F O R S U R F A C E CLEAN-OUT W/ a
�
� �W Z I S C R E W-I N P L U G s �, P�PE ������� 1 8" .�J
i +I ��NJ } EXTEND TO GRADE USING PRECAST 8�� / i���'� TYPICAL /��� L, I
a D OWN S P OU T - R E F E R � PVC SDR35 � � �� �
� I P�L A SC F O RC E X A C T �I ~-HEADER PIPE(6" 45' �� CONCRETE WATER 11GHT GRADE RINGS 'I'OR'O' � F � ����
I i I L O C A T I O N & 6" PVC �` OR 8" - REFER E L B O W W A N H O L E F R A M E A N D L I D, 8" W I T H 2 4" C L E A R 1 2' i Y _ ��.J , ��
I QUANTITY 45' BEND TO SHEET C130), � C O V E R, H E A V Y D U T Y H 2 0 L O A D I N G, M A R K E D � � I / � %'
I Z � 45' ELBOW "G R E A S E T A N K" (T Y P) 6" i j I I L � �
I �I I 5'-0" PVC SDR35 L A I D A T S L O P E �,E �a SEP17C TANKS SHALL BE i � � � �'�/ 6"
. � SPECIFIED ON WYE � � �
PLANS � �� 11'-0" TESTED WATER TIGHT I ��' � I I j�
I `O I HEADER PIPE(6 A i� �
iN i I OR 8" - REFER PLAN � FlNISHED GRADE � � I I �
I � S�LOPE�E L A I D A T FLOW LOW FLOW O \\\�`.1��.��� � I
i � I �� SPECIFIED ON � IN LINE AT BEND . - , . � vENnNG �� � �
MANHOLE � � 11'-0"
I // PLANS PIPE � I 1500&2000 GAL.
� � SCH 80C 6"� PVC 6'-�" � ) �g��
6" PVC „ NOTES: pipE 24" TAPERED PIPE$� TO MANHOLE 1500&2000 GAL. � (TYPICAL) 13'-0"
6 PVC HOLE AND PLUG ��_��� KNOCK-OUT 2500&3000 GAL.
90' BEND � �� 2500&3000 GAL.
SECTION 45' BEND 1. SEWER PIPE FlTIINGS TO BE ASTM D-3033 OR D-3034 SDR-35. N i .. FROM w �/4"/FT. MIN.
co - � BUILDING w NOTE:SEE ELEVATION VIEW �E � 1" STAINLESS STEEL
SEWER CLEAN OUT J AND TABLE FOR STRUCTURE BAFFLE : SECURING STRAP 4'-0• ELEVATION
2 BUILDING LEADER ROOF CONNECTION 5 sCALE: N.T.S. � DIMENSIONS �_� SPACING (TYP.)
SCALE: N.T.S.
J I N H I
� (TYP.)
INV OUT
PRECAST CONCREfE • STORM SEWER PIPE (SEE PLANS
4-0 DIA MIN COMPACTED SELECT FlLL TO 6" COMPACTED SAND,
MANHOLE RISER SECTION FOR INVERTS, DIA. AND LOCATION) GRAVEL OR PEASTONE
OR AS SPECIFIED ON PLANS BOTTOM OF PAVEMENT FlRST COUPLER TO BE 18 MIN
SUBGRADE FROM WALL OR BE ENCASED IN S E CT I O N
PRECAST CONCREfE FLOWABLE FlLL NOTES:
MANHOLE DOGHOUSE RISER SEAL ANNULAR SPACE
SECTION L. BETWEEN D06HOUSE 1. MANHOLE COVERS TO BE H-20 LOADING.
OPENIN6 AND EXISTIN6 PIPE STORM SEWER TO EXTEND
PROVIDE ARCH OPENIN6S ("D06HOUSE" SAWCUT AND REMOVE TOP WITH NON-SHRINK r � INTO MANHOLE, MAX OF 2" 2. TANKS AS MANUFACTURED BY THE FORT MILLER OR APPROVED EQUAL
OPENINGS) FOR EXISTING PIPE HALF OF PIPE HYDRAULIC CEMENT I I
EXISTING PIPE TO � 3. MINIMUM OF 0.25' INVERT ELEVATION DIFFERENCE iHR0U6H EACH TANK.
REMAIN EMBED BASE 2 IN
��
CONCRElE I -�` J`�
- - - - � - - I �OC I
�
� � � x �� � � �oc � 2000 GALLON TYPE II GREASE INTERCEPTOR
�
. � I ���+ SCALE: N.T.S.
COMPACTED CRUSHED STONE, - �, �
MIX OF N0. 1 AND 2 STONE��,, ! I I
TO SPRING LINE OF HIGHEST i �'. i
PIPE �!�'' I I CORED OR FORMED OPENING
; + ; L-- - _-- - -J FlLLED WITH NON-SHRINK CAST IRON COVER CONCRElE COLLAR IN FlNISHED GRADE
�------------------------------------ ------------------, FRAME/GRATE: E.J. C0. GROUT. � • UNPAVED AREAS
MODEL V4880 ASSEMBLY. MARKED WATER
MUST SPECIFY GRATE TO FlNISHED GRADE IN FlNISHED GRADE IN
UNDISTURBED� BE ADA, BIKE SAFE OR PLAN FINISHED SURFACE PAVED AREAS LANDSCAPED AREAS
SUBGRADE 4000 PSI CAST-IN-PLACE CONCRElE STANDARD GRADE (REFER TO
SECTION BASE S1EEL REINFORCING = �4 BARS i i .
PLANS) � � co TOPSOIL
� 12" O.C. EACH WAY i i
NON-SHRINK VALVE BOX (TELESCOPIC
GROUT MORTAR PRECAST TOP SLAB, i i 6° �
PRECAST CONCRETE SANITARY MANHOLE (DOGHOUSE) OPENING SIZE EQUAL ; ; z PATTERN)
2 TO GRATE OR COVER I i i � ^
SCALE: N.T.S. SPECIFlED � � TWO (2) PIECE CAST IRON o Z
z i I i VALVE BOX � �
� i i �
CONCRETE COLLAR IN ° MANHOLE FRAME TO BE g" o � � � DUCTILE IRON
CAST IRON COVER UNPAVED AREAS INSIDE FACE OF FORMED HOLE WI1H FLEXIBLE RUBBER MIN FULL BODIED TAPPING � i i M.J. RESILIENT WEDGE GATE PIPE
I SEf IN PORTLAND CEMENT CORED OR FORMED ?
MARKED "WATER" � MANHOLE a � BOOT SEAL ASSEMBLY CAST INTO SLEEVE, SEE PLANS � i � MJ TEE lEMPORARY CAP
FlNISHED GRADE IN a I MANHOLE WALL MORTAR. GRADE RINGS OPENING FlLLED WITH FOR SIZING A � � VALVE, SEE PLANS FOR OR PLUG
LANDSCAPED AREAS OPENING TO BE FlLLED SERIES 304 STAINLESS STEEL USED TO ADJUST COVER NON-SHRINK GROUT. N i �\i SIZING
FlNISHED GRADE IN TO REQUIRED ELEVATION APPLY WATERPROOFING � �fr �ii
WITH NON-SHRINK BAND CLAMP & SERIES 305 EXISTIN6 ��� ���
PAVED AREAS INSIDE AND OUT OVER
WATERPROOF GROUT STAINLESS S1EEL 30"X30" MIN WATERMAIN �
AFTER PIPE IS ° ADJUSTMENT SCREW. COMPACTED SELECT FlLL OR AS SPECIFIED ON PLAN GROUTED OPENING. ,
= INSTALLED TO BOTfOM OF PAVEMENT EXTEND WATER , -��_ _ � � ______
� � �o TOPSOIL i
� � 2°t PROJECTION SUBGRADE PROOFlNG 12 INCHES �� ��
i � i 6" INTO MH AT PIPE _ BEYOND CORE.
PRECAST CONCREfE � �� ;i BY OTHERS
I I I I 12 i � , ,�_ _ _ _ ______ MAIN �
i i SPRINGLINE MANHOLE (ASTM � �� �_- , �
i i � � � C-g5g) MIN �
� i i TVIPD (2) PIECE CAST Z I - �- I - ; I � GASKETS MJ GATE VALVE (PROVIDE
z i i IRON VALVE BOX � I I SEWER PIPE I I COMPACTED CRUSHED ; � � THRUST RESTRAINT AS
� I I R
ENTERING OR STONE, MIX OF N0. 1�i \ ...... � REQUIRED)
o i i M � � EXIIING MANHOLE � � AND 2 STONE TO �, - J ; � � NOTES:
v i I i BASE SLAB SPHIGHEST P PE i �, � `� i 1. WATER VALVES SHALL HAVE THEIR INTERIOR AND EXTERIOR SURFACES FUSION EPDXY COATED D U CT I L E I RO N S E RV I C E P I P E
z � � M.J. RESILIENT I �' �o ? � CONFORMING TO AWWA C550-81. WATER VALVES SHALL BE MECHANICAL JOINT, NON-RISING STEM 9
� � �� WEDGE GATE - - - - a - ° � ; �� � � RESILIENT WEDGE GATE VALVES. SCALE: N.T.S.
N � �� VALVE, SEE PLANS a a FLEXIBLE PIPE JOINT � i '� N f Z i
�(r� \u� FOR SIZING OR JOINT COUPLING o � � � � 2. WATER VALVES SHALL OPEN TO THE RIGHT CLOCKWISE WITH A 2-INCH OPERATING NUT AND HAVE
ii i i i i PRECAST (PER TABLE) � �----------------- ± � STAINLESS S1EEL HARDWARE. ( )
CONCRETE BASE N 1
SECiION I �
----- - � UNDISiURBED SECTION 3. WET TAP OF WAlER MAIN SHALL BE PERFORMED UNDER THE SUPERVISION OF THE ENGINEER, AND
------ - - - - - - - - + "A"DISTANCE PER TABLE � SUBGRADE THE FACILITY HAVING JURISDIC110N.
� � FLEXIBLE JOINT REQUIREMENT NOTES: 4. TAPPING SLEEVE SHALL BE SELECTED TO FIT EXISIING PIPE MAlERIAL AND OUTSIDE DIAMETER.
5. THRUST BLOCKING REQUIRED WHERE THE BRANCH OF 1HE TAPPING SLEEVE DOES NOT HAVE
SEWER PIPE FLEXIBLE JOINT TYPE "A" DISTANCE 1. ALL PRECAST CONSTRUC110N IN ACCORDANCE W/ASTM C478. RESTRAINED JOINTS.
NOTES: TYPE IN &OUT (FEET)
2. CATCH BASIN SHALL BE PRECAST CONCRETE DESIGNED FOR H-20 VEHICULAR LOADING. 6. MINIMUM DISTANCE TO JOINTS, FlTTINGS, OR OTHER WET TAPS OR STOPS SHALL BE 3-FEET.
1. WATER VALVES SHALL HAVE THEIR INTERIOR AND EXIERIOR SURFACES DUCTILE IRON STANDARD RUBBER GASKET PIPE �0[ MAX.
FUSION EPDXY COAlED CONFORMING TO AWWA C550-81. WATER JOINT ONLY 3. FRAME AND GRATE SHALL BE DESIGNED FOR H-20 VEHICULAR LOADING. 7. MAKE AND MODEL OF TAPPING SLEEVE, GAlE VALVE, AND VALVE BOX SHALL BE IN ACCORDANCE
VALVES SHALL BE MECHANICAL JOINT, NON-RISING STEM RESILIENT STANDARD RUBBER GASKET PIPE , WITH PROJECT CITY OF SARATOGA STANDARDS AND SPECIFlCATIONS.
WEDGE GAlE VALVES. PVC d01NT ONLY 3 MAX. 4. CONCRETE CATCH BASIN LID CLEAR OPENING DIMENSION MUST MATCH FRAME AND GRATE CLEAR OPENING
DIMENSION.
2. WATER VALVES SHALL OPEN TO 1HE RIGHT (CLOCKVNSE) VNTH A NOTE: TAP P I N G S L E EV E AN D VALV E
2-INCH OPERATING NUT AND HAVE STAINLESS STEEL HARDWARE. 5. BACKFlLL USING SELECT BACKFlLL, COMPACIED IN 6" LIFTS. 8
SCALE: N.T.S.
3. MINIMUM DISTANCE TO JOINTS, FITTINGS, OR O1HER WET TAPS OR 1. REFERENCE MANHOLE DETAIL(S) FOR REQUIRED INVERT CHANNEL
STOPS SHALL BE 3-FEET. CONFIGURATION.
4. MAKE AND MODEL OF TAPPING SLEEVE, GATE VALVE, AND VALVE BOX c STORM CATCH BASIN (SQUARE) - PRECAST
SHALL BE IN ACCORDANCE VNTH PROJECT SPECIFICATIONS. P�PE CONNECTION TO MANHOLE V SCALE: N.T.S.
TYPICAL UNDERGROUND FLEXIBLE RUBBER BOOT
GATE VALVE CAST INTO MANHOLE WALL
3 SCALE: N.T.S. 4 SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL �,�4'��,�' P� j ANY WAY, UNLESS DONE UNDER THE . . MJ PROJ. No.:987.04
DIRECTION OF A COMPARABLE
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h U� �� PROFESSIONAL, (I.E.) ARCHITECT FOR AN E n g i n e e ri n g a n S I T E P LAN D ETAI LS �ATE: JU LY 2021
2 1 1/1 6/2 0 2 1 D P S C O M M E N T S A B W L 1 1/1 6/2 1 D E S I G N E D B Y: A J W � ,� , r Z A R C H I T E C T, E N G I N E E R F O R A N E N G I N E E R
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� � � -�,� `;� .�", � OR LANDSCAPE ARCHITECT FOR A �a�� �U�V����g i �•�•
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-502)
Date: Wed, Apr 06, 2022 -6:03 PM (Name: aborza)
8" DIA. DOME GRATE �i �i 6"DIA. HDPE SYSTEM INSPECTION REQUIREMENTS: FlLL WIiH CONCRETE - CROWN 1"
HDPE YARD DRAIN TO i�i
GRASS & PLANTS ROOF DRAINS i AND TROWEL SMOOTH
INV:358.00 DMH1 1. NOTIFY ENGINEER A MINIMUM OF 48 HOURS
6" INSPEC110N PORT, SEE DETAIL 3/C-503 �i SEE DETAIL 6/C-503 PRIOR TO REQUIRED INSPECTIONS. INSPECTIONS
PLANTING SOIL: TF:302.00 SHALL BE PERFORMED BY THE ENGINEER AS
PLANTIN6 SOIL r'' S9�-�� INV IN:292.98 FOLLOWS:
INV OUT:292.98
PH RANGE 5.2 TO 7.00 - ------- A. SUBGRADE INSPECTION:
� ORGANIC MATTER 1.5 TO 4.0% „ „ . �� -- - -�- • THIS INSPECTION SHALL BE PERFORMED 6" O.D. 6ALVANIZED SiEEL
57 -0 6 DIA. HDPE PIPE - PAINT OSHA SAFETY
3/4" WASHED CRUSHED MAGNESIUM 35 LBS PER ACRE, MIN PRIOR TO STONE INSTALLATION ONCE a�
ANGULAR STONE PHOSPHORUS 75 LBS PER ACRE, MIN � YELLOW
� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� 12" 12" 6 DIA. HDPE SYSTEM AREA HAS BEEN EXCAVATED TO
������������������������� ��� �, POTASSIUM 85 LBS PER ACRE, MIN 6" CORRUGATED PE
THE PROPOSED BOTTOM OF STONE
� c c�`�c�`�c�`�c�`�c�`�c�`�c�`�c�`�c�`�c�`�c�`�c� c�`�c� SOLUBLE SALTS < 500 PPM . i _ ELEVATION. � ��
--- - --- - --- - -- - � 12 CORRUGATED PE �
CLAY 10 TO 25� i • GENERAL SYSTEM LOCATION, DEPTH AND
0O SILT 30 TO 55% � CONFIGURATION WILL BE CONFIRMED M �
40 MIL PVC IMPERMEABLE _J � SAND 35 TO 60% a _____ �i • FALLING HEAD PERMEABILITY TESTS WILL a
LINER ON SIDES AND BOTfOM ii BE PERFORMED AT THE SYSTEM SUBGRADE °
ROOF STRUCTURAL „ - ---- ------ i ELEVAl10N AS PART OF THE SITE SPECIAL
SUPPORT 6 OUTLET TO __�-_ ___� i INSPECTIONS. ° CROWN 1° AND
ROOF DRAIN i TROWEL SMOOTH
GREEN ROOF SECTION INV:357.08 a0 Ii B. FINAL INSPECTION. a a
1 SCALE: N.T.S. i 12" DIA. CORRUGATED FlNISH GRADE
DMH2 �PE MANIFOLD NOTES:
SEE DETAIL 6/C-503 � � a �
TF:297.90 a - ----- . 1. STONE PLACEMENT BETWEEN CHAMBERS ROWS
• O- � 6 DIA. CORRUGATED �
8 DIA. DOME GRAlE INV IN:292.98
HDPE YARD DRAIN W/ TO DOWNSPOUT INV OUT:292.88 � � i PE FEEDER, TYP. AND AROUND PERIMETER SHALL FOLLOW ' a � a i i I I I=�
INSTRUC110NS AS INDICATED IN THE MOST I I-�
ROOF DRAINS � i CURRENT VERSION OF THE MANUFACTURER S
o N �i CONSTRUCTION GUIDE. BASIS OF DESIGN IS R �UNDISTURBED EARTH
PONDIN6 LAYER ``� a0 -- i CHAMBERMAXX 2016 (WWW.CONTECHES.COM) � °
M
I I I I � PLANTING SOIL: �i 2. APPLY EROSION AND SEDIMENT CONTROL ° � V-I I I-�
I I i MEASURES TO PROTECT THE STORM WATER -I I I-I I I-
GROWING DEPTH PH RANGE 5.2 TO 7.00 6" CORRUGATED PE �i SYSTEM DURING ALL PHASES OF SITE
ORGANIC MATTER 1.5 TO 4.OX FEEDER, TYP. a i CONSTRUCTION.
a, MAGNESIUM 35 LBS PER ACRE, MIN � ----- I , ° ° a CONCRETE FOOTING
NON-WOVEN PHOSPHORUS 75 LBS PER ACRE, MIN ii 3. PLACE A MINIMUM OF 15 GEOTEXTILE FABRIC
GEOTEXTILE POTASSIUM 85 LBS PER ACRE, MIN i OVER FOUNDATION STONE FOR e a a
SOLUBLE SALTS < 500 PPM i SEPARATION/STABILIZATION AND SCOUR �
c�c�c�c�c� CLAY 10 TO 25% PROTECTION AT ALL CHAMBER INLET ROWS.
3/4" - 2" WASHED o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 : i
CRUSHED ANGULAR •' ••-�` `�• ' ` •"•: . . "` •' �' `-.. ������ �' SILT 30 TO 55� a �__ 0 i 6" 6" 6"
STONE ��� � � �������� ��������� SAND 35 TO 60� -
r
6" PERFORATED PIPE OUILET PIPE, REFER TO � 6° INSPECTION PORT, SEE NOTES:
PIPE TO MAIN STORM PLANS FOR SIZE AND DETAIL 3/C-503
SYSTEM SLOPE
SUBSURFACE STORMWATER SYSTEM PLAN 1. BOLLARD FlNISH:
- a. PREPARE GALVANIZED COATING TO RECEIVE PAINT.
STORMWATER PLANTER 5 SCALE: N.T.S. b. FINISH. APPLY (1) COAT OF RUST INHIBITOR PRIMER.
2 SCALE: N.T.S. c. APPLY (2) COATS OF GLOSS ENAMEL (COLOR TO BE SELECTED BY THE
OWNER.)
36" BINDER AND TOP COURSE ASPHALT 2. ALL CONCRElE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI � 28
SQUARE TO ESTABLISH FINISHED GRADE - DAYS.
CLEAN-OUT W/ NOT IN CONTRACT.
SCREW-IN PLUG, 13Y4� 4" OVERLAP 30" DIA HEAVY DUTY (H-20) 3. ALL CONCRElE SHALL HAVE A SLUMP OF NO GREATER THAN 4" (VNTH A TOLERANCE
PAVEMENT SUBBASE TO ESTABLISH
OR EQUAL ROUND FRAME AND COVER °�
INTERIM GRADE AS PART OF THIS I� MODEL R-1557 BY NEENAH FlNISHED SURFACE GRADE STORM SEWER PIPE (SEE OF 1 .
� � � � CONTRACT. � � �, FOUNDRY OR EQUAL(REFER TO (REFER TO PLANS) PLANS FOR IMIERTS, DIA. AND 4. ALL CONCRElE SHALL HAVE A 5% ENTRAINED AIR (WITH A TOLERANCES OF 1�)
I I PLANS FOR RIM ELEVATION) LOCATION) FlRST COUPLER TO CONFORMING WITH AS1M C260.
BE 18" MIN FROM WALL OR
I I NON-SHRINK GROUT MORTAR BE ENCASED IN ROWABLE FlLL
MAINTAIN FULL SUBBASE �2� #3 STEEL BOLLARD CONCRETE FI LLED)
THICKNESS UNDER i I I� � I i BARS �_ __ 7 � "
CONCRETE � � I 3" CLEAR MANHOLE FRAME TO BE SEf IN ° � �� SCALE: N.T.S.
6" DIA HDPE� _ _ _ J (TYp� PORTLAND CEMENT MORTAR. / �� STORM SEWER
GRADE RINGS USED TO ADJUST / TO EXTEND INTO
CLEANOUT COVER TO REQUIRED ELEVATION OPENING SIZE EQUAL PRECAST TOP SLAB �� MANHOLE, MAX
EXTENSION PLAN TO GRATE OR COVER ��� C-478) 5'-0' DIA. MIN �
OF 2"
HDPE HEADER PIPE OR SPECIFlED STORM MANHOLE / ,, , ,
CHAMBER OR AS SPECIFlED 1
1 1/2" BUM ROPE AS ON PLANS I ,% `` I
PRIMARY JOINT SEALER ; !_���5�+� , ,'
� � �� � ` _r- �� �
N '
UNDERDRAIN CONNECTION (WHEN � � MIN �
AND WHERE SHOWN ON PLANS) / CORED OR FORMED
�MIN PRECAST CONCREfE RISER \� ,� WIiH INONFlSHRINK
INSPECTION PORT DETAIL COMPACTED SELECT FlLL TO �,__, GROUT.
3 BOTTOM OF PAVEMENT� (�1� C-478)
SCALE: N.T.S. SUBGRADE 5'-0" DIA MIN
OR AS SPECIFlED ON PLANS CORED OR FORMED OPENIN6 30° DIA HEAVY DUTY (H-20)
POLYPROPYLENE FILLED WITH NON-SHRINK PLAN ROUND FRAME AND COVER
MANHOLE STEPS 6ROUT. APPLY WATERPROOFIN6 MODEL R-1557 BY NEENAH
CONCRETE PAVEMENT/SURFACE GRADE INSIDE AND OUT OVER FOUNDRY OR EQUAL(REFER TO
COVER EN11RE ISOLATOR ROW WITH 3/4" - 2" INCH WASHED CRUSHED ANGULAR PRECAST CONCREfE MANHOLE 6ROUiED OPENING. EXiEND PLANS FOR RIM ELEVATION)
GEOlEX11LE FABRIC FOR COMPACTED STRUCTURAL FILL IN 12" STONE AROUND AND ABOVE CHAMBERS WATER PROOFIN6 12 INCHES NOTES:
SEPARATION/STABILIZAiION (8' WIDE LIFTS(MAX), TOTAL DEPTH AS NEEDED TO TO INSTALLED LOOSE (TYP) ��� C-478� BEYOND CORE.
STRIP) SPEC SECTION 334914 OBTAIN GRADE REQUIRED FOR SUB-BASE . i � 1. ALL PRECAST CONSIRUCTION IN ACCORDANCE W/ASTM C478.
GRADE VARIES ACROSS SYSTEM FINISHED GRADE, VARIES SEE C150 M N I� 1 2. MANHOLE SHALL BE PRECAST CONCRETE DESIGNED FOR H-20 VEHICULAR LOADING.
? Q � � 3. FRAME AND COVER SHALL BE DESIGNED FOR H-20 VEHICULAR LOADING.
%\%" � � � /
°r\�f E L. 2 9 6.0 0 � � � N � 4. C O N C R E T E M A N H O L E L I D C L E A R O P E N I N G D I M E N S I O N M U S T M A T C H F R A M E A N D C O V E R
- � -- - - - - -- - - - - -- - - - - � N � � � PROPERLY COMPACT STONE CLEAR OPENING DIMENSION.
�j� �� INLET 6" FEEDER j j ��' io g � BENEATH PIPE
, -� INV = 292.98 � i , - _____-___ i EL 295.50 COMPACTED CRUSHED STONE, � ? 5. STRUCTURES HAVING A DEPTH GREATER THAN 48" FROM FINISHED SURFACE TO iHE
� �� � � %� ` MIX OF N0. 1 AND 2 STONE � ROOR OF THE CONCRETE BASE SHALL BE PROVIDED WITH STEPS.
�'' �� �` i ' j � � w TO SPRING LINE OF HIGHEST �
CO NON�WOVEN /�� -� -, �_�"� -, � '� *sA��%� = a P�PE � � 6. BACKFILL USING SELECT BACKFlLL, COMPACTED IN 6" LIFTS.
GEOTEXTILE � / � ��' � � V � ,�' � � � �� � ,�' � � �`�V' � _ >
' � � � � � i I � � � � � � 7. SUMPS SHALL BE 12".
�� % 5..6" ` �� �� I I / �� �� �, UNDISTURBED
i �--' � -- I � � - ! SUBGRADE 8. ECCENTRIC CONE TOP CAN BE USED FOR MANHOLES DEPTH GREATER THAT 7 FEET.
� NON-WOVEN GEOTEXTILE jl� � I EL. 292.98 SECTION
-- - - - - - - - -
-- - - -- _ �-`_ - - - -- - - - - - -, � - - -- - -
�� � ' �' ` � STORM SEWER MANHOLE
��
'i\'�, i i � EL_292.00 6
SCALE: N.T.S.
�
i
i
�
\��\�j\��i\�i��i\��j\\j �
/. / i�/\' �
�2� PLACE A MINIMUM OF 12.5' GEOTEXTILE FABRIC
TYP 57'� O.C. OVER FOUNDATION STONE FOR
SEPARATION/STABILIZATION AND SCOUR
PROTECTION AT ALL CHAMBER ROW INLET UNITS
SPEC SECTION 334914
N0. 2 WASHED CRUSHED STONE. PLATE
NOTE: REFER TO " CONSTRUCTION GUIDE FOR ALL PROCEDURES COMPACT OR ROLL TO ACHIEVE A 95%
INVOLVING CONTECH INSTALLAl10N OF THE CHAMBERMAXX UNITS STANDARD PROCTOR DENSIN.
(WWW.CONTECHES.COM.)
SUBSURFACE STORMWATER SYSTEM - SECTION
4 SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL �,�4'��,�' P� j ANY WAY, UNLESS DONE UNDER THE . . MJ PROJ. No.:987.04
DIRECTION OF A COMPARABLE
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h U� �� PROFESSIONAL, (I.E.) ARCHITECT FOR AN E n g i n e e ri n g a n S I T E P LAN D ETAI LS �ATE: JU LY 2021
2 1 1/1 6/2 0 2 1 D P S C O M M E N T S A B W L 1 1/1 6/2 1 D E S I G N E D B Y: A J W � ,� , r Z A R C H I T E C T, E N G I N E E R F O R A N E N G I N E E R
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� � � -�,� `;� .�", � OR LANDSCAPE ARCHITECT FOR A �a�� �U�V����g i �•�•
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-503)
Date: Wed, Apr 06, 2022 -6:03 PM (Name: aborza)
CAST ALUMINUM FINIAL AND
CAST IRON MANHOLE FRAME AND COVER - CAMBELL 1016 OR EQUAL, ROOF SAME FINISH AS POLE SALVAGE LIGHT FIXTURE
2�-6�� # EXISTING SEWER MAIN: ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR ONSITE
TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS CONNECTION EASEMENT LIMIT BROADWAY: 6ARC22T5-MDL03 LED: 96 WATT
CLEAR OP'NING SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED TOPBE AP ROVED BY D.P.W.
FINISHED GRADE 45' OR 30' BEND AS REQ'D
(FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF NEW SEWER MAIN CONSTRUCTION: 2"x a" x 2a" PRESSURE TREATED OFF BROADWAY - INNER DISTRICT:
o_ :o :. ._ . om_ o.,se;:.o;• b' o'� o .eB..�::oo� PAVEMENT AND FLUSH TO 1 4'� BELOW F.G. 45' OR 60' WYE OR TEE/WYE �
��
o,. . Q. . F�;'o o:�.:.... ..: ... .... ..,.
SET PLUMB AT END OF LATERAL
o�,�o��;apo�gti;:�:p° ;;. ;o,:; :o �d:: $ TO BE APPROVED BY D.P.W. � 3ARC22T5-MDL03 LED: 53 WATT
�:'::'..j. � FLAGGED WITH FLOURESCENT COLORED
'� ' o��' �. ° PRECAST CONCRETE GRADE RINGS � SURVEY RIBBON FOR EASY IDENTIFICATION
o.....a .....
* AS REQ�D TO ADJUST CONE .� �'°O°° °�� � `•�'•�� ` � 2200 COLOR TEMPERATURE, TYPE �OOO�
8. �o X 8" /� 6"(MIN.) TO 20"(MAX.)
TO FINISHED GRADE. EXTENSION S � ¢ \�\�\� \ � 5 DISTRIBUTION, 120-277 VOLT
USE PRECAST UNITS � � ��\��� N � /��//�/�� � � //� NO CONCRETE BRICK SHIM COURSES SEWER MAIN BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY -
/��j/ . n \\�j\\//\\//�\\��� 6" MIN. SDR 35 PVC MIN. SCH. 40 PVC DIMMABLE DRIVER
\�j\�/ ��������\//�������\
������ ��iy�i\\��%, �%����
� ��\��� ��/���//\/��/��/��/�� CIn PROPERTY PRIVATE PROPERTY ACRYLIC ACORN LENS �
CON EN TR I C o ,/�\%��j/ . � , \/��%i��%i��%��%
j�/� PLAN ° 5T TWIST LOCK FITTER -�- 3/4" CHAMFER
SECTION � \�\� PRECAST CONCRETE SECTIONS - FINISHED GRADE
i� /�/ ,y�� �y/�y 3"f DRIVER COMPARTMENT z
��`Ci�/�/� 4,000 p.s.i. AT 28 DAYS, AIR- FINISHED GRADE REVEAL � aoe ZINC PLATED ANCHOR BOLT
���� ���`�\\�/j`\\�/j�`\\; ENTRAINED ELECTRONIC PHOTOCELL � ASSEMBLY PER MANUFACTURER'S
REINFORCED PLASTIC NON-SLIP ��/l�� ��y/��y//�y � STREET SIDE N RECOMMENDATION
STEPS PER NYSDOT 725-02.01 vjj � �y � FOR SANITARY MANHOLE, JOINTS w � �
\�j\� �` �\���\ BUTYL SEALED - INDUSTRY STD. 'z SLOPE: 2� MIN. (1/4" PER FOOT) TO 10% MAX. Z --"--- _-_____�� 2" PVC SCHEDULE 40
45' OR 30' BEND 2"x 4"x 24" P.T. STAKE �
� NO DIRECT BURIAL
o ��j/��\ � 12" O.C. jy/� OR A.O.B.E. AS REQ'D o o -----
RISER � j�j��� � � ' ����� FOR SANITARY MANHOLE, BOOT TYPE Q - GROUND ROD PER N.E.C.
�\��5 � 5� FLEXIBLE MEMBRANE SLEEVE FOR � ,:.-... . .> :.::..,,.._...:,:..,:::;:.;�:..:.......... :.:.•.:-
�
SECTION _ . ;. .. PIPE BEDDING AS REQ'D �
Q j�j/�\//�� o' 4'-0" I.D. MIN. � (SHOP D AW NGS T EQ'D�C. NO.C-923 �i�':: N,:o � � 0 45'' ; ,.,, � �/�/ UNDISTURBED SUB-GRADE ; . a
\�����/� Z�PER F007 /���\ . �� ° + ° T� �''� '� ��� . . =� a . 4000 PSI CONCRETE BASE WITH
/��/�� �� � • CIRCUMFERENTIAL REINFORCEMENT ✓ ,� � � � �"��� o � . SONOTUBE FIBER FORM 20" DIA.
��� �. � , ..., •:.;+ `::�; � ';:. - . :.:.;..:, r.,�
/���/���/ �. ..::s.•:�:.::. o :;n,•.:.,.. . 0.12 sq. in. PER LIN. FT. MIN. � a
� ��/� ' � � - ; :.. � � �� � ;� UNDISTURBED SUBGRADE
. ..•; . . . .. a a
/�/� ::..i":� �. .
� �\j�\ , ;. .:. .: ao :.� ;°<::.•.�: , 4000 PSI CONCRETE BENCHWALL FOR � � OR COMPACTED TO 90%
/�/ '`ti�•�;::.:o:: o �.':_�:�.�.- STANDARD PROCTOR
o ��� ,,:,.:,�.. ,� ,. , ;.,,i: SANITARY MANHOLE AND STORM MANHOLE
i� ����\� .. . `.;` ;`:.;�::.:`.:=.. . : =.`::.:�';;:'°-,..:: A.O.B.E. (SEE DETAIL SA-4) ' SECTION 2O
/ � ;.:...; ..::: :':,..: �,. .;:;�; ..; �::,::_�.�:.: , .
N. I.S. 0 4" DIA. FLUTED POLE
/`\\/� / ;�,:.;.,:'A..'�: �' .`�•�::.�::.:�'.:::�:�.'::,.:: NOTES:
�Y / �:�: :=.'..':�..x:'.�.:::.':.:-,::. ...:-. : :. .-;:..:: �/�i SIZE AND LOCATION OF PIPES
BOTTOM /�/��j • ' : ` ��/��i� 1. THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY.
SECTION _ ��/���� �j��j�j AS SPECIFIED � .125 WALL THICKNESS
� /� �/ °' ° .. . ° � ° ° /���/���%����\ 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 6061-T6 STRUCTURAL
��'\ �/�/�/� 8"-12" CRUSHED STONE - #1 OR #2
iy���� - o������ �� 3. A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. GRADE ALUMINUM
° � o::::o � , y �
/ \�������/�/� m�4° .00 0 0 _ .Q �'.:°:.` ° `�oop;�°oo.i/�//��/�i NOMINAL SIZE OR GRADATION A.O.B.E. 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. NOTES:
� . � � �:�:o: o �
�� �i iiii �.: : �.
/i///�/j/j j//�//�//•c�o-o:oe. g�Q, .�Q�;oo;�?:�o`;Q �o.a,r�//�/j�\ UNDISTURBED SUBGRADE OR ADDITIONAL �
�' POLE WELDED FOR SINGLE
%,�%/���j,�j��%/���/��%/�\ °$°o�o�°°x°�° RB8 st�o<,�F�a.'AomO°o�o.°°°�°o�'�/�%��/ FOUNDATION STONE A.O.B.E. UNIT CONSTRUCTION 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN
� � �`��" AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.)
NOTES: �j�\�ji\�/\�/\�/\�/\�/\�/\�/\�/\�/\�/\� , SA N I TARY S E W E R S E RV I C E
2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID.
1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. A VERDE GREEN FINISH THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED.
2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO �f SCALE: N.T.S. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE
HS20-44 WHEEL LOADING REQUIREMENTS. 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS
PRECAST CONCRETE MANHOLE 5FT DEEP AND OVER FINISHED GRADE � ACCESS DOOR REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND
GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH
1 \\�\\\/\\\�\\\�\\\�\\\�\\\�\\\�\\\�\\\�\\\�\\\�\\\�\\\�\\\�\\\�\\\�/\\�\\ SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE
SCALE: N.T.S. ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH
17" DIA. BASE, .750 FLOOR THICKNESS COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX
� \ FOUR ANCHOR BOLTS AND ONE GROUND PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT
2"t PIPE PROJECTIO z STUD SEE PG. 2 OF 2 FOR FOUNDATION
B � �INTO MH (TYP) � � � FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR
DETAILS) BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE
PIPE WASH 2"f PER FOOT o THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND
� STREET PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN
FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) PHOTOCELL
� N `O BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO
A 3 A 3 A CHANNEL DEP1 17" DIA. BASE 12" DIA. BOLT TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE
t 0.8 PIPE I.D. �CIRCLE, DIAMOND PATTERN, FOUR OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER
� �- � �- J ;."„"-; + ' ` 1�2" x 18" ANCHOR BOLTS WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS.
.:''. ::
INVERT
�N A 3
3 g /� SAWED HALF CONCRETE BENCHWAI ACCESS DOOR
FORM SMOOTH CURVE PIPE 4,000 psi MIN � Z CATALOG NUMBERS:
SECTION B-B
� � � BROADWAY:
B WATER LINE PT-A850SRLED-5T-6ARC22T5-MDL03-A-PEC/4210FP4/VG
OFF BROADWAY (INNER DISTRICT):
ONE-WAY INVERT MULTIPLE INVERT SANITARY SEWER (GRAVITY OR FORCEMAIN) PT-A850SRLED-5T-3ARC22T5-MDL03-A-PEC 4210FP4 VG
PLAN OR STORM SEWER
OFGDIFFOER NTPSZE FORM SMOOTH SEE NOTES SEE NOTES HISTORIC LIGHTING DISTRICT
,�2�° PER FOOT (MIN.) CURVE LED LUMINAIRE TYPE B AND POLE FOUNDATION
PIPES PITCH ACROSS MH INVERT IN
;:.•.,;,., N OTES: 7
;"; ;';..; 0.10'(MIN.) TO 2'-6"(MAX., SCALE: N.T.S.
o.s i.o. o.s i. � �_ r:':;:,::�::'_:•':; (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS")
, . : ..:. �: :., �. >::.,'*:'.',''. : ' ': INVERT OUT WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN-
.., � . .,
TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1009 OR EQUAL,
18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS
OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED
STANDARD INVERT SMOOTH DROP INVERT FILLET PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED E 2'-0" DIA.� (FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF
EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. F�N�sHEo GRADE CLEAR OP'NING PAVEMENT AND FLUSH TO 1/4" BELOW F.G.)
'� � ° � PRECAST GRADE RINGS (6" MIN. TO 20" MAX.)
- Q�000 �009': '°r000Dg °v000;'< oa".00. o. o....
°0���:&P�aB.o �. 9° . o � BRICK SHIMS NOT PERMITTED
BENCHWALL AND CHANNEL FOR SANITARY MANHOLE UTILITY SEPARATIONS: PARALLEL AND CROSSING COVER �°O�°U°% �a p � '
2 � %�/�° N� $�� e a .
// �: ^ � � ..o. a9: �.�
SCALE: N.T.S. SCALE: N.T.S. %\
v �\\��` n FOR SANITARY MANHOLE, JOINTS BUTYL
j\�//-,'- 4'-0" I.D. MIN. SEALED - INDUSTRY STD. OR A.O.B.E.
\
X �\�/�" " � , CIRCUMFERENTIAL REINFORCEMENT
¢ %�/ 12" O.C.
� /�//:.:.:. � 0.12 sq. in. PER LIN. FT. MIN.
SAWCUT LINE - SEE DETAIL SS-6 TRENCH WALLS LAID BACK PER OSHA REQ'MTS IF A BUILDING TRAP IS REQUIRED: BASE _ j\�/� � . �1 _ 5"
SEE PAVEMENT SECTION DETAIL SS-5 � OR SHEETING A.O.B.E. COVERED PERFORATED VENT OUTLET FRESH AIR INLET (3" MIN.) SECTION � �\��- - FOR SANITARY MANHOLE, BOOT TYPE
. z•+�-PeR FLEXIBLE MEMBRANE SLEEVE FOR
4" CLEANOUT PLUG '\
o. PIPE TO MEET ASTM SPEC. NO.C-923
WEARNNG COURSE(S) 12 IN PVMT IN TURF � /\/j�s F�=�N.
4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH � � / � ' ' 4000 PSI CONCRETE BENCHWALL FOR
PAVEMENT BASE COURSE . I /�// -
STRUCTURAL (SEE NOTE 3) 6� °�'° .. s°w . BORROW: WELL GRADED INORGANIC y , - - >\\/ � SANITARY MANHOLE AND STORM MANHOLE
SECTION SUBBASE COURSE� ° 4'(MIN.) REINFORCED PLASTIC NON-SLIP- //�// : - o - A.O.B.E. (SEE DETAIL SA-4.)
A.O.B.E. (SEE NOTE 4 �Z GRANULAR SOILS AND/OR ROCK, 3" MIN. STEPS PER NYSDOT 725-02.01 ��\/
) MAX. 1-1/2" SIZE, NOT MORE THAN � � FINAL GRADE W ' W ' W W 2'(MAX.) 4'(MAX.) j/�\�/„ � p SIZE AND LOCATION OF PIPES
z 3 20% BY WEIGHT PASSING #200 � _ /\// � � � � � AS SPECIFIED
� (PLUS BACKWATER VALVE) � / / - ' -,.,
ORIGINAL SUBBASE COURSE �, SIEVE.OR NATNE MATERIAL, A.O.B.E. T T IF NO WSIDE CLEANOUT: %\��j -
F ' ' � �USE VIBRATORY COMPACTOR WITH 12�� LIFTS� 4" WITH RISER TO GRADE 4�� CLEANOUT PLUG S �/ e�o o c�; o�q . 8 �.. PRECAST CONCRETE BASE UNIT -
,,, o � o0 0 � � ° 4,000 s.i. AT 28 DAYS, AIR-
_' '�N?' � N PIPE ZONE BACKFILL - GRADATION SHALL BE: �oo�Q o °�0�� oOo �� � -e °O�' ENTRAINED
CONNECTION o o v�cP o0o m:
�' - ' �.�� ` "WELL GRADED SAND WITH 3/4" MAX. PARTICLE / -°��o a`o$°� �o q4� � 8° o°o°o': :
OUTSIDE CROWN � � � � /� - o °
' � SIZE AND NOT MORE THAN 10% PASSING #200 TO PUBLIC SEWER ����`- /� 8"-12" CRUSHED STONE - #1 OR #2
SIEVE USE VIBRATORY COMPACTOR WITH 8" LIFTS �2� (1/4 INCH/FT) BUILDING DRAIN� i//j//j�/j�/�//�//�//�//�//�//�//� j NOMINAL SIZE OR GRADATION A.O.B.E.
PIPE SPRINGLINE � `` � �
�i%�i/ O /%i��i. (MIN. SLOPE) /\/\/ / / /�\/\ �
�����. o. �,i�ji. W PIPE ZONE BEDDING - FOUNDATION STONE \\`\\\\\`
BOTTOM O.D. �� ���:i%% a TO CONFORM TO N.Y.S. DOT. STANDARD (SEE DETAIL SA-3) NOTES: UNDISTURBED SUBGRADE OR ADDITIONAL
������� ���°�'���� ' SPEC. 703-02 COARSE AGGREGATE FOUNDATION STONE A.O.B.E.
IF REQUIRED: IF REQUIRED (SEE NOTE�: 1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER.
(SEE NOTE 2� COMBINATION "Y" AND 1 8 BEND APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP, 2.� ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO
I.D. + 3' MAX. UNDISTURBED SUBGRADE OR � WITH CLEANOUT OR RUNNING TRAP HS20-44 WHEEL LOADING REQUIREMENTS.
EXTRA FOUNDATION STONE A.O.B.E.
NOTES: FOUNDATION WALL THROUGH � FOUNDATION WALL
BASEMENT FLOOR PRECAST CONCRETE MANHOLE UNDER 5FT DEEP
1. STREET OPENING PERMIT IS REQUIRED 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. Z 5' d � SCALE: N.T.S.
DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 3
2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 2-1/2" SIEVE - PASS 100� BY WEIGHT ol FOOTING
SIZE DETERMINATION #1: 100� PASSING 1" SIEVE, 90-100% PASSING 1-3/4'� SIEVE - PASS 95-100% BY WEIGHT � a �
1�2" SIEVE, 0-15% PASSING 1�4" SIEVE 3�4" SIEVE - PASS 60-75% 6" BUILDING SEWER(TYP.) « � 4" BUILDING DRAIN(TYP.)
1/4" SIEVE - PASS 25-45%
OR #40 SIEVE - PASS 10-25%
SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING #10� SIEVE - PASS 3-12%
1" SIEVE, 0-15� PASSING 1/2" SIEVE. 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING
GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON N.Y.S. DOT STD. 304, TYPE 2. CODE FOR ADDITIONAL INFORMATION.
FIELD CONDITIONS.
PIPE TRENCH SECTION c BUILDING DRAIN LAYOUT
3 SCALE: N.T.S. V SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
� D• Pq ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL c�`� ti�' r � DIRECTION OF A COMPARABLE E n i n e e ri n a n d C I TY O F SARATO GA MJ PROJ. No.:987.04
Q' �ATE: J U LY 2021
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h ;� � � PROFESSIONAL, (I.E.) ARCHITECT FOR AN
2 11/16/2021 DPS COMMENTS AB WL 11/16/21 DESIGNED BY: AJW � � , r Z ARCHITECT, ENGINEER FOR AN ENGINEER '
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� i� , `; .r", � OR LANDSCAPE ARCHITECT FOR A La n d S u rveyi n g� �.�. D ETAI LS
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-504)
Date: Wed, Apr 06, 2022 -6:03 PM (Name: aborza)
::. BROOM FINISH PERPENDICULAR TO WALK NOTES:
NOTES: -x�::x��:;:�::�::v. eRooM FINISH PERPENDICULAR TO WALK
��•,,.i;,X,.,,,,,,.,.,:.,. EXPANSION JOINT SPACING -
,,4*;=;';^.�:<;;<;;':,�;;5�,:><;;-;'i;;�::,,, o . . ' � 6" CONCRETE - SEE CONCRETE 20'-25' O.C.
1. CONCRETE SHALL BE 4000 PSI. SEE DETAIL SS-7 FOR 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: _ � 4" CONCRETE - SEE CONCRETE a - - -
>_.,.:..;4..,:..;....:.:-:.;;.,....-_.,,..:,�:: CONTROL JOINT SPACING �
�..�:;-;-,•<..>,�.-;<;;;-.,,•:;�{�;,_..,_..,,...:,.:,.
OTH R CONCR T SPECIFI ATIONS. _ - _ D_ ,a. SPECIFICATIONS DWG. SS 7
E E E C :'�:�:i�,:'.-:%`:��=:' _ _
t = - - - - a n SPECIFICATIONS DWG. SS 7 q.
V LD W + I.D. I.D. - a: 5 O.C. NOMINAL
� )
_ 4
a.
- " - - �.
;�'' -
y�4:`:�
:,.;�:��
_ - ~'t'
t. _
1
8 -
0
O. R P 1 T 1 4"
;;;
C OSS SLO E 8" 0
- � �
X N . 6 6 W V N WIR M H
6"
- 6" 6" 0 0 E E ES
O.
WHERE: o
�
2. FOR RE UIRED BEARING AREA AND DIMENSIONS L AND D
- o •
Q
. 'O
. . P R F T MAX.
Concrete
- . o
E 00 SLOPE 1:50 TYP.
_ �
�^�Ji'.'�'_,������ " �
r .1.. !.:::y.:e�':'�:c��'1:�::�.i`w'..:.!ie�i:xv v :+...+............Y.��.
:.�._.: :..,.,.�.,r.::.....,_........._..,,, ;�a'<a:�:'::�:��������::;�:,:. .. � EXCEPT A.O.B.E.
V = VOLUME IN CUBIC YARDS =�;s:�>:':;".�;_;.'.-:`.,:>";:-.::=n:r.,-::::;;:.�`ti:'.:":�-':"-=':;;"<:'•>"r;•.,.
SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN �•:,^�,,..;:--• ,:.:.,;::-,y�..:.,,::•.;...<:<.:.r:��: ' o TOWARDS STREET OR A.O.B.E.
: ,,,... , ,.,.:.,;,
.;: .
' ' Q
L = LENGTH OF BLOCK IN FEET Wire Mesh .,.:•,:.. `���'*'w,:;.=.:=:��,.:a...,.,......�,�.,.,,..,...., ,.:, ,. „
•. .• .. - 6 GRANULAR SUBBASE COURSE .
THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY "... . ,' ` ', " ` ` `� `,.'{`.
r;: -- MAX. SLOPE ALONG THE LENGTH OF
- 6" X 6" N0. 6 6 W V N WIR M
- - - �
0 E E ESH
r R -
o ebar
D DEPTH OF BLOCK IN FEET .
� � � �
YI L A BEARING AREA E UAL TO OR LARG R THAN THAT
- - NYS DOT SECT. 304 TYPE 2
O
E D E
Q -
- F'.';;:a;:`::`�'';=��<��.='�'�wa'
\ \ \ \ THE WALK SHOULD NOT EXCEED 1:12
- \ \ \ \
W WIDTH OF BLOCK IN FEET `"��
,�.:..`;:'....:..:•:...:.,•....,._..,; .r;�.�.:.'::.<r_a�`s'„:;i��;�:;:�:�?;:;�';.. ��..
. ....., �. . ' .
.:;;.,.�::��:'��::;t=:;;?;t�ti'J'`:?=;��'.:j.C;;;:.�..z...>�.r.:s,�.:oY::,..:,.;:,'t:?': � � � � �
Heat Piping ,.;..,.,...�;-,,,;,.,,�;F;,;_;,��_...;,.,,,;-..y,;._,.;.r.r-,;:; - .• . /� /� /� /�./ COMPACTED TO 95% STANDARD PROCTOR 8" GRANULAR SUBBASE COURSE CONSTRUCTION JOINT DETAILS TO BE
I.D. = INSIDE DIAMETER OF PIPE IN FEET `` . .-.�.:_-_•;..�;�-.h,,�:��:�;.x:LL;;^;.•.. � \� \� \� \� \� \� \�\� Y
. , , , , :,
3. CONCRETE NOT TO OVERLAP ANY JOINT. (typicall 3" � �' " '''`•''� �'��x`�=���°�_���='-• • -�
Y _ - ,,;-x;.;;�,�.:.,- :� /�\/�\//\//\ //\//\//\//\// NYS DOT SECT. 304, TYPE 2 SUBMITTED AND APPROVED BY
;•i SUBGRADE COMPACTED TO
RE UIRED. wn in mi I
/ / / / / / / /_
do dd e
Q � � � � �
7. R IR ARIN AR A AR A N A WA I
. /
� � � �
COMPACTED TO 95% STANDARD PROCTOR
E U ED BE G E S E B SED 0 LLO BLE SO L
Q
\ \ \ \ \ \ \ ITY N N
i
\ C E GI EER
\ \ \ \ \ \ \ \
/ / / / / / / /
of slab " i 90% STANDARD PROCTOR
) i /i/i/i/i,/i / / / /
BEARING CAPACITY OF 2000 p.s.i. WITH A SAFETY FACTOR _ i \/\/\/\/ SIDEWALK WIDTH TO BE 5' MIN. OR
4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE � •~•ii \ \ \ \ \ SUBGRADE COMPACTED TO
WITH REMOVING OR INSTALLING ANY OF THE JOINTING OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' Ties •�''.:��, '�p��..:.;'j j i ����i��\��\��i 90% STANDARD PROCTOR AS ORDERED BY CITY ENGINEER
a:....��.- '
HARDWARE. •:....:. ":�i
s. �N MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL � :�`.':;; '.� �.� �\��� TYPE 1 -TYPICAL PEDESTRIAN TRAFFIC LOADING TYPE 2 -VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS)
5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, � ° '�
LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. OR BY REMOVAL OR SUCH UNSTABLE MATERIAL AND REPLACEMENT � .��
WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL � ���� � " �� GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS:
AS REQUIRED BY THE ENGINEER. 1-1/2" to 2' \�� �
(Note: Check with typical �� i� �� 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE.
insulation manufacturer � i�� / 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.
to ensure insulation meets �� i��i� � 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS.
REQUIRED BEARING AREAS 8c DIMENSIONS FOR CONCRETE THRUST BLOCKS \� �
HIGH density compression strength) �� ,/�
� i� � GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS:
22-1�2° (1/16) 11-1�4° (1/32) \�� i� � � Edge 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PRO�ESSIONAL ENGINEER. PLANS MUST 8E APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS.
TEE 90° (1/4) BEND 45° �1�8� BEND BEND BEND Pol eth ene �� i�� Insulation 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8�(MIN.) FROM THE EDGE OF SHOULDER.
PIPE AREA AREA AREA AREA AREA Moist re Barrier B�sed on \� � 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE.
DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS Design Compacted 6" typical
SIZE SQ. SQ. SQ. SQ. SQ. (typically 6 mil) Subase
INCHES FT. D x L FT, D x L FT, D x L FT, D x L FT, D x L (See Detail SS-8)
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 �" typica� CONCRETE SIDEWALK
HIGH Density Insulation �
SCALE: N.T.S.
8 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 GENERAL DESIGN CRITERIA FOR CONSTRUCTING RADIANT HEAT IN SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS:
1) LAYOUT AND DESIGN IS THE RESPONSIBILITY OF THE PROPERTY OWNER. TUBING SHALL BE LOCATED TO AVOID ICE FORMATION
10 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 X 2.5 1.7 1.0 x 2.0 FROM MELTING SNOW IN ALL PEDESTRIAN ACCESSIBLE AREAS.
2.) PROPERTY OWNER IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND REPAIR OF RADIANT HEATING SYSTEM.
12 12.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 3.) PROPERTY OWNER SHALL PROVIDE PLANS FOR REVIEW BY THE CITY DPS AND DPW PRIOR TO INSTALLATION. FINAL DESIGN SHALL
PROVIDE CLEAR ZONE FOR FUTURE TRAFFIC SIGN INSTALLATIONS.
,� �'��� TYPICAL RADIANT HEAT IN SIDEWALK DETAIL EXPANSION JOINT AT SIDEWALK
1/4" WIDE x DEPTH OF WALK
��j���� ��j��\�\ THRUST BLOCK FABRIC FABRIC � \��//`�%/ (OR SEWERN SLAB ON GRADE APPLICATION FIBRE EXPANSION JOINT FILLER 6" TOP, FACE AND BACK SURFACES TO BE MACHINED SMOOTH
l\/:_.: � GRADE \���� \� ��/ FORCE MAIN) � SCALE: N.T.S. EXTENDBCONCRETE
y\�j �,/�\ \��/�� ��: �y/ / / � /�/��'! TO 2"-3" MAX. ��4., BEVEL
- � � �// //�/,, /�/ CONCRETE BELOW F.G.
�� j/�/` / / THRUST FINISH GRADE
�\ - �\ � BLOCK SEE DETAIL SS-8 FOR
% , � W -. /� SIDEWALK REQUIREMENTS ,:. � e
, . . a: .:. s ;.
�\��\ \ ����� \ . \/ o /, / - �/�� � .. . .�. a �. : ° : `.;;:,"::}: 6" REVEAL(MIN.)
` ���\�� ���� �/\ \\� ° �.���� .: .:. \, p a. a s:. s'. �, s .�'.° .._ ,:; SEE DETAIL SS-5 FOR PAVEMENT
�\y/� �� ���'��;�\/�\�j�j�� � ����\ \����\Dj�� TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION �d °.o .� °� o�� �4� ?:�"�;:'.;°;�� AND GRAVEL SUBASE REQUIREMENTS
l ♦� w - o :o..... o �:, ,.. , ..- ,
UNDISTURBED o a °o � oog;. o �
SECTION A-A � soi� �° $ o
.. ::;;:: ;, a.d�. . o o.. . �
PLAN(TYP.) TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT �$'� Y^;:.� �``•- ° � ��� :�
� v���:'. � � GRANITE CURB
:�l.'c.".a:.'..'n M1'...����.':.Y!^4..'.^.
BINDER COURSE - VYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION \/� $p, $°. o � °
�::.
�w o � 3.� � ``�"'- '•}...�.',:';:�?i• ' . o
�o _ PG B�NDER LIQUID ASPHALT GRADE SHALL BE PG-64-22
� _� o O o�• �o '��. �, �' ( � MIN. �� e' �,V'�• `• ° . CONTINUOUS CONCRETE
° � SETTING BED - SEE CONCRETE
� � � � � ~� � •� a COMPACTED GRAVEL - \ � ` , ° °
✓ r �m �. ' .�\� �\' �\' �` SPECIFICATIONS - DWG SS-7
, �� � �` j/ j��j o v�i Q , •� :° NYSDOT TYPE 2 (SECT. 304) �i� �� �����j
` ��\ �//����\ /T\ � � � •,:b I � I .� ,��\/�\�
\ ;��\� \� � v� /i �'.. COMPACTED TO 95% STANDARD PROCTOR.
; , ., .y� �"o • o. Q SUBGRADE COMPACTED TO
~ � � ' '�`' '� '�`' `�`'" PAVEMENT TOP BINDER GRAVEL ESAL 90% PROCTOR
: :: .. � /�/�/�/�/�/�/�
� ��'..:._._ � � /,� ��//��//��//��//���/��//��//� TYPE CouRSE CouRSE CouRSE LEVEL CURB AND PLACEMENT SHALL CONFORM TO
i ' ` . 1. ���i�i���i�i�i�
\\ \�\ \�\�\�'� `��\/j�\/:::`..�..�. ': //�\��\/ �\� j�\//�\//�\//�\//�\//�\/ // SUBGRADE - COMPACTED TO 90� PARKING <0.3 N.Y.S. DOT STDS. SEC. 609-3.01
\/ 6"x18" GRANITE
�\/��/���� ;�\/�a\/�\j�\j�\j�\/� � � �����������������\���� STANDARD PROCTOR 1-1/2" 2" 8-10" TRANSITION CURB
`�//\���\������`�T�� '</��/��/i�//��/�� ��j�� /j��/j��/j��/j��/j��/j��/j��// LO T M I LLI O N TAPER CURB TO
/��\��\��\��\��\��\��\� STANDARD <30 FLUSH WITH GRADE
N OTE S: //��//��//��//��//��//��//��// R 0 A D WA Y 1-1/2" 3„ 12"
i\�i\�i\��\�i\�i\�i\��i M I LLI O N
1.) SEE DETAIL W-4 FOR JOINT RESTRAINT SPECIFICATIONS. � FINISH GRADE
2.) SEE DETAIL W-6 FOR THRUST BLOCK SPECIFICATIONS AND SIZING. HEAVILY �30 II tO 5'-0" TYP. OR I
TRAVELED/
TRUCK 2 * 4 �2 MILLION _JL S SHOWN ON PLAN
LOADING �� �
-- J
__
TYPICAL THRUST BLOCKS NOTES: * SEE NOTE 2 GRANITE CURB TERMINATION
1 SCALE: N.T.S. 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND
LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT TYPE 3 CURB - GRANITE
SECTION TO BE INCREASED TO CARRY DESIGN LOADING.
20't 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. SCALE: N.T.S.
3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTWG AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL
TEMPORARY PAVEMENT AREA TO BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR.
BE REPLACED WHEN ROAD EDGE FOR FUTURE 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS..
SURFACE IS EXTENDED SAWCUT
SEE�NATURAL TAPER WEARING COURSE ASPHALT PAVEMENT SEE NOTES FOR SPECIFICATIONS
BINDER COURSE
�
5 SCALE: N.T.S. S TO P ; �� �;���°jG���� �J'uO
�• o� ��!?• °'O°:o�' ��°�� GRAVEL BASE COURSE
. � � � . � � : � `� � � � .
����\��/i j��j��/\\�i\\�j\\�j�\//�\//�\//�\�j�\���\�/\��/\��,�f,'- SU B-B ASE
G����{[�C� ��G��D�J�
����� �OC� ��G;�
��,
������� �Q��O�� �����
.--► .--►
BITUMINUS PAVEMENT TERMINATION CONCRETE SIDEWALK & APRON � SEE NOTES FOR SPECIFICATIONS AND PLACEMENT
2 SCALE: N.T.S. TYPE 1 AT NON-VEHICLE TRAFFIC AREAS o
TYPE 2 AT VEHICLE TRAFFIC AREAS
� EXIST. PAVEMENT NEW CONSTRUCTION (SEE DETAIL SS-8) w
� GALVANIZED POST & BREAKAWAY SIDEWALK
HARDWARE APPROVED BY CITY
TRAFFIC DEPT. w
�
TAPER CURB N
(AS NECESSARY)
TURF �1��
�.
LOCATION ( EE NOTE )
---
,. /
�
:,:..... ..�,..::,::r.::�
� � ���/\��%���j� �/��%\�
... ..;,;::..�.
_ / /�/ ' ,,.
--- , :... �� ,-=`"�:. :::' �����j�/ �������/
,,,, ,.. .. . ....
�:
, ,; , � . .::t`M1��- w •/
Z �\ BASE POST DRIVEN INTO GROUND
.. f,
, . :, . _ , � ASPHALT DRIVEWAY �': ` •:;;., . w � .��' (CONCRETE SHALL NOT BE USED)
/ � • "�<�.-�d�� :.; .. ` ' � 6" CONCRETE CURB cn DROP CURB
,�.�: , ..
,�'�.':..'•:M...�'. .....: ' .. .._:
SAWSCUT DEPTH OF PAVEMENT & :';';:."::;;:; �.::.• . �� -' �,'":;`: ; :`.'; : '. STREET
TACK COAT ALL SURFACES PRIOR ..�;..i,;:'r".. ,; ... \ ,<.•:;�;.::,,�',:.:.:.>::�:::..�:..
'4 `'�`''`'��' .•"� �. `---EXISTING GROUND EXPANSION JOINT (TYP)
TO PAVING `;:�:'`_:,:�„<;f�;;:;:�::. FULL DEPTH OF CONCRETE TRANSITION CURB BOTH SIDES
�~�.�:'�'.;�',�;::�,;:�.:;:.;:.'� TRAFFIC CONTROL SIGN SIGN LOCATION
r:..;;'^j:,. gl�u oP�N�N� � 1-1/2" REVEAL (MAX.)
SEE PIPE TRENCH DETAIL ;:;�';, '.`.. �_ 'L2 NOTES:
'�� .`:•.:::�.�l�.s���• � - 1.) ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL
3/G504 S� ,,-..: :�#"(. :RADI US = 5'. :.ys� ` -
M� , �� . ;:;,:;;�^� � � STREET � DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING
3 PAVEMENT SAWCUT �� BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS
DETERMINED IN THE FIELD.
SCALE: N.T.S. WARPED PAVEMENT AREA 2.) POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT.
(TYP. BOTH SIDES) 3.) ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET THE LATEST
RETROREFLECTIVITY REQUIREMENTS.
4.) SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF WAY SHALL BE REVIEWED AND APPROVED BY THE SARATOGA
6 DROP CURB AT COMMERCIAL DRIVEWAY COUNTY COMMISSIONER OF PUBLIC WORKS.
scn�E: N.r.s. TRAFFIC CONTROL SIGN AND LOCATION
9 SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
� D• Pq ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL c�`� ti�' r � DIRECTION OF A COMPARABLE E n i n e e ri n a n d C I TY O F SARATO GA MJ PROJ. No.:987.04
Q' �ATE: J U LY 2021
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h ;� � � PROFESSIONAL, (I.E.) ARCHITECT FOR AN
2 11/16/2021 DPS COMMENTS AB WL 11/16/21 DESIGNED BY: AJW � � , r Z ARCHITECT, ENGINEER FOR AN ENGINEER '
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� i� , `; .r", � OR LANDSCAPE ARCHITECT FOR A La n d S u rveyi n g� �.�. D ETAI LS
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-505)
Date: Wed, Apr 06, 2022 -6:03 PM (Name: aborza)
� FINIAL(SAME FINISH AS POLE)
ACRYLIC LENS � �� LED ROOF—MOUNTED OPTICS
� HEAT SINK FOR HEAT TRANSFER
� THREE(3) EACH OLD TOWN
STERNBERG ORNAMENTAL FIXTURES —
(2) MODEL A850SRLED/5T /(1) A850SRLED/5T/PT
� � � 66 WATT LED (4ARC22)
2200K COLOR TEMPERATURE
/ / SEALED LED / OPTICAL ASSEMBLY
�� LED DRIVER W/ ELECTRICAL QUICK—DISCONNECT
3" HEAVY WALL CAST ALUMINUM FITTER
WELDED TO POLE TOP
(W/ PHOTOCELL IN POLE SHAFT)
MODEL 478PM HEAVY WALL CAST
ALUM�NUM MOUNTING BRACKETS
WITH VERDE GREEN FINISH
(ARM & FILIGREES CAST IN ONE PIECE)
5" DIA. FLUTED ALUMINUM
� POLE — STERNBERG MODEL
� N0. 5214—FP VERDE GREEN FINISH
= 0.188" WALL THICKNESS
�
6061—T6 STRUCTURAL GRADE ALUMINUM
� POLE WELDED FOR SINGLE UNIT
CONSTRUCTION
DECORATIVE BASE
ACCESS DOOR WITH STAINLESS STEEL
ALLEN HEAD SCREWS
17" DIA. BASE WITH
0.750" FLOOR THICKNESS
4 ANCHOR BOLTS AND 1 GROUND LUG
3/4" CHAMFER (TYP)
�� ZINC—PLATED ANCHOR
BOLT ASSEMBLY PER
�. ,��„ MANUFACTURER'S
, a � . j RECOMMENDATION
1
N d.< < � � GROUND ROD PER N.E.C.
00 ; t
z �— - a a . �y y y yY y� ELECTRIC SERVICE — SEE NOTES
� �. �:.t
o _"._ �°: .a; .
,' �„ ,... ;..r 4000 PSI REINFORCED CONCRETE BASE
� `� ° � WITH SONOTUBE FIBER FORM 24" DIA.
� e.va�s v '` v � (8 EA. #4 VERT. BARS EVENLY SPACED
�,:".°. r
�� a. . � '..a..e W/ 3'� COVER)
"d. 'u .�n.. 'e.
`q� .�„�a . � SUBGRADE —
� _R;�_a_;_ p.'_�p'� UNDISTURBED OR
NOTES: CaMPACTED TO 90%
STANDARD PROCTOR
1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN
AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.)
2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING
THE ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS.
3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC
NON—METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR
WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED
120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE
CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF
SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND
CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY
ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-2i 1P 600V WITH 5 AMP
FUSE WITH INSULATOR BOOTS PART FRZ FS61 IN HANDHOLE FOR FUSING THE POWER WIRE. IF
CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE
AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB—AA FUSEHOLDER WITH 5 AMP FUSE, IN
BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO TOP OF
LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE
LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2
INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS.
HISTORIC LIGHTING DISTRICT
LED TRIPLE LUMINAIRE TYPE C AND POLE FOUNDATION
1 SCALE: N.T.S.
SCALE:
SUBMITTAL / REVISIONS ��OF NEW�, THE ALTERATION OF THIS MATERIAL IN 269 BROADWAY CONTRACT No.:-
� D• Pq ANY WAY, UNLESS DONE UNDER THE
No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL c�`� ti�' r � DIRECTION OF A COMPARABLE E n i n e e ri n a n d C I TY O F SARATO GA MJ PROJ. No.:987.04
Q' �ATE: J U LY 2021
1 10/14/2021 CHA AND CITY COMMENTS AB WL 10/14/21 CHIEF DESIGNER: AJW h ;� � � PROFESSIONAL, (I.E.) ARCHITECT FOR AN
2 11/16/2021 DPS COMMENTS AB WL 11/16/21 DESIGNED BY: AJW � � , r Z ARCHITECT, ENGINEER FOR AN ENGINEER '
3 11/16/2021 CITY COMMENTS AB WL 01/20/22 DRAWN BY: A,1W �� i� , `; .r", � OR LANDSCAPE ARCHITECT FOR A La n d S u rveyi n g� �.�. D ETAI LS
4 02/25/2022 CITY COMMENTS AB WL 02/25/22 CHECKED BY: WL t�' `x�E�S�aR � LANDSCAPE ARCHITECT, IS A VIOLATION C��O�
5 03/30/2022 CITY COMMENTS AB WL 03/30/22 �, ��4751 �ti� OF THE NEWYORK STATE EDUCATION 1533 Crescent Road - Clifton Park, NY 12065 PRIME GROUP HOLDINGS
�FESSIO� LAW AND/OR REGULATIONS AND IS A
c�ass ��a�� MISDEMEANOR. CITY OF SARATOGA NEW YORK
File Name: F:\MJ987\987.04 (269 Broadway)\C-500 DETAILS.dwg (Layout: C-506)
Date: Wed, Apr 06, 2022 -6:03 PM (Name: aborza)