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Home My WebLink About18.031 153SouthBWay_SoBro-PlanSet ■ ■ ■ � n � � n City of Saratoga Springs , New York 12866 May 3, 2018 � �3 �y` �� -� � �" � �+�� _� � � � ._ � ��+��' �� :; SPECIAL USE NOTICE OF DETERMINATION : SHEET INDEX: ;�i �-� �, � �� r + R �� . � ' � � � �i' '� ry � � / � �7 ",'�" `' '-' T � ,t�� ^-�,t � ._ �ui yi .�� 1 � � . F7.� ' CAN �E �S7- f� r � + ' k � � �' �� "� � - COVER `�?. � ��': � F L _ �F' �,., . ' -7 �_ `�k., � � �� j`� - �� --- - f �� S-1 SURVEY � . .� , � � ,,�;�;:� ,t'�` �'� �r�_ � � ,'- 5'"„ ��`f C�F$H1�iO�A$PRIP�IGS Ma.RKToaaEr,cna�r � - � � y' fi05ERT F.8R�5TOl,Y�e CliaEr ,�, '�, ,� � � i �� _ � _ � �_ :: P�A��N�e°,�R° ��w°�D,�s�A�NE� L-1 .0 SITE PREPARATION, EROSION & SEDIMENT CONTROL PLAN � ' „�-�.� - o ",+s�-�., � fANEfChSEY � . , .� . ,� f� � � �.^✓��1 ." City Hall-474 6roadway �aMIN l'oTINo t- :` `� �� , � J�.�_,, - q,F- S��a`°gasp�'�gs,"�,Y°`'``�866 T°°°F�B°u� L-2.0 LAYOUT & MATERIALS PLAN: OVERALL .� � f yy ow•,c�` �e1:5E8-58%-3550 (au:518-SBO-9486 FMYpuRI.AND �• � • w� ' •�� F '� wwwsaratoga-springs.org RUTH HORTON,Alcerna[e �,� _ , �,�� =_ 1,�� • � Ag��"�vo`FSo�.�`ema`e L-2. 1 LAYOUT & MATERIALS PLAN: ENLARGEMENTS _ . ,� � ,� z � � �- � � +�' �, � ` O �, r � ,a � NO7'IC�Ox'I3CCASION . Q }_�-� � � �, .. �°th�ma�tE�.°ft�,espe�,a�uSeper�,�ta�p�i°aFi°n�,�.°�2°� L-2.2 LIGHTING, PARKING & VEHICLE MANEUVERING PLAN � '� ��'� w�,w � � �••`ti. t � � � ICCG Vlexed Gse�evelop�nent ." ' �. . . . ,: �ls,�, , � :�.,� , o `� � �. � ,.. , �� 58�a�o�4sP,.Rc°a��;Zg�6 . ��=�-� =�.� L-3.0 GRADING, DRAINAGE & UTILITES PLAN ► ,. - "�,� � . '� ,� . � '� '1 m � In�olv3n thc rcinises at I5�S.Broadwa w�th'1'a�c Parcel ipi?178.27-1-22 tlirough 29,3aa tlie Ci of I '� ��'�� '� ., � _ � - �'� ��+ � � . Sarato;a Springs,on an application for a permaneat special i2se permit for l ID multi-fami2y � L �.O LA N D S CA P E P LAN �� • "A ' .q� .; �' _ l� � 1N, residenccs,21,�065['af office,7,SOUS3�of eating ffnd drinking establishment,and up to 7,O�OSF af �� ,i , -+� ' � •; y - ��j� • � retai]uses within tha Transecf-5�'eighborhvod Center{T-5)1�is4rict wilh ihe Plsnning Eoard who rnet L�5.0 S I T E D ETA I L S �� ' � . "`+ � _. � * � � •.r ' • • � on Scptcrr26cr�4.2D17 anci madc the foilovring decision(s)wifh a 7-f3 votc(Ia favor:Tnrpey,Totino, � � � - , . � C-" (� � w . �,z �,- �� . Casey,Bxistol,Pabezzi,Wolfson,Harton): �.-.4t'w I � �` '� � .__� . +� r -, �' �` i ' � � In accordance with SEQiZA re�ulatians 6T�YCRIt Pad 617 and aCier review and evaluation L��. 1 S I T E D ETA I L S , � � � . , ., i C �„�, „ � � of the SBQRA fut]Enc•ieonntental�ssessmei�t Form Parts I and EI,made a motiou to �.;� '9�� F _ ��, � � � _ � � , approve the issuance of a SEQRA�Iegazive Dealaxation of en�ironmental significance. /'� � Y ,M + �A�/ � �� .. � � �! � � , �� - � � C'ollowiag evaluation flf tha identified six standards for tha issuance of special ase permit as set L 5.L S I T E D ETA I L S ��' k.iY�� 7, . . S L , - ; l'Y * . for[h in 7,l.3 ofthe City of Saratoga Springs Zoning prdina�icc,moved to apprpvc the ermancnt special use crmit with the followin considerations: � ��`"�� r�*" T �,,; � � . ' �{�� ' ��:� �` � P 1. Nl outdaor a civi shail cease Y� �� n� �� L-6.0 U T I L I T I E S D E TA I L S � r,� , �r � �Yrtr '� ��. : � .. � ; � tY Y P G 7'. � � F. ' ''� � �� ._. � t -� �, , � 2. Proposcd projcct consisTs oFseparate access to first and second lecel parking fmm S �-• � � ' ,. � �-� ,� � �y � Broadway and Union Street respsctively.Any modification to this will require review L�6. 1 U T I L I T I E S D E TA I L S A �� y; �- � � � - t�ythel�fanningBoard. �� -� �� -� � - -� _ �- - �� -� P RO J E C T S I T E �� f ,�:' ��• , 3. i he applicant agrees ta consider LEED certi$cation and energy eFGeiency practices, _ �, � �. to 6a reviewed under site plan review. L-6.2 S T O R M WAT E R D E TA I L S .} ,� -, -� � . � � � � . - •, .� �� ' :� _- � ; � r . � � .� �_r, - - - , � � � ;�. ��`�" ; s t, Unless oiherwise exiended by the Pfanning Board,this appeoval�hall expire if#he appiicant fails to !��- _ , , 1 � � ;.• _ comply with any required conditions and s[art ac[aal construction,or othcrwisc implemenl ihis �� :�' ��_,�� ,�� ,.�, . � ,,,� ,�;�_� �� , �'� , � � �-�+ � a��ro�a�w;t�,n�a�on#�5f�omth;��ate. ARCHITECTURAL DRAWINGS . � .�, __�.. ., �� A-100 GROUND FLOOR PLAN rROJECT VICINITY M�r ��i�b�r3.Z��7 � A-101 FIRST FLOOR PLAN Date Chair S CA L E: N.T.S. �c: Steve SY:aw,Bldg Inspector;Tim WaIes,Ciry Engineer,Acc9unts➢epc;Mike Ingersoll;Applzcant;Pfle A 10 2 S E C 0 N D F L 0 0 R P LA N A-103 THIRD FLOOR PLAN � �`� � ~� ��o�r�s �� A-104 FOURTH FLOOR PLAN w p�k �p � A-500 BUILDING ELEVATIONS Sarata� , � , � � A-501 BUILDING ELEVATIONS Ca Q � � entr 15� � � . ,, SITE STATISTICS. � � PROPOSED USE: 110 RESIDENTIAL UNITS - 44 1 BEDROOM, 66 2 BEDROOMS '��'��'�� .� � 15,850 OFFICE/ COMMERCIAL SPACE ��` �1��1 ,��1 + � � � � r � �� PARCEL SIZE: 133,274 SF (3.06 AC) � ! � � � � TAX PARCEL ID: 178.27-1-22, 178.27-1-23, 178.27-1-24, 178.27-1-25, + � � � � �� P I � � 178.27-1-26, 178.27-1-27, 178.27-1-28, 178.27-1-29 � �� - l � � + ZONING: TRANSECT-5 • PROJECT SITE � � , � t NEIGHBORHOOD CENTER ga Spr11� i�ra�I er s �h ��h " ❑ � P�r k ` '� '� T - � � � MAX. BUILDING HEIGHT 50' (2 STORY MIN.) � � � � MIN. % BUILD OUT ALONG FRONTAGE 70% - 72.8% PROVIDED t r • y �,�� f BUILD TO DISTANCE FROM FRONT LOT LINE 0' -12' t 1 � � + * � � �� 1 SIDE & REAR SETBACKS 0' MIN. �� a �11A � �� _ .t PROJECT LOCATION MAP PARKING DEMAND : SCALE: N.T.S. AREA/ usE SIZE REQUIREMENT/ZONING # REQUIRED CITY OF SARATOGA SPRI NGS STAN DARD NOTES EATING & DRINKING 5,100SF / 150 SEATS 1 SPACE /4 SEATS, 37 APPLICANT: PREPARED BY: ESTABLISHMENT PLUS 1 SPACE / 2 EMPLOYEES 10 KCG Development, LLC � 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. OFFICE / COMMERCIAL 15,850 SF 1 SPACE / 300 SF 52 RETAIL 11555 N. Meridian St., Suite 400 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, �929. EDUCATIONAL The LA G ROU P 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR TO A LOCATION OFFICE Carmel, I N 46032 APPROVED BY THE CITY ENGINEER. 1.andscape 1�rchitecture&Engineering P.C. RESIDENTIAL 110 UNITS 1.5 SPACES/UNIT 165 PeopCe.Purpvse.PCace. 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE REQUIRED.THE COST OF THE CONSTRUCTION INSPECTION IS THE S U RVEYO R. 40 Long Alley p:518-587-8100 RESPONSIBILITY OF THE APPLICANT/DEVELOPER. TOTAL REQUIRED 264 Saratoga Springs �518-587-0180 I�fY 12866 www.thelagroup.com 5. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT. C.T. MALE ASSOCIATES - 8% REDUCTION (MIXED-USE SHARED) - 20 SPACES Planning Board # 18.XXX 6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR 50 Centu ry H i I I D r. RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. Approval ADJUSTED TOTAL 244 Latham NY 12110 7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC � Approved under authority of a resolution adopted ROA�. PROVIDED 244 by the Planning Board of the City of Saratoga Springs. 8. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS;AND AN Chairperson AS-BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. Date Signed: i , � . , , , ; � , , � , � � � BENCHMARK � �, ROADSIDE NUT ON HYD. i sio.az ELEVATION=313.65' ' i MAP REFERENCES: 310.43 , � 1. ��Map of Portion of Former Marvin Estate situated on South Broadway Saratoga Springs, N.Y." prepared by ' � � S.J. Mott, C.E. dated July 1926 and filed on August 2, 1926 in the Saratoga County Clerk's Office as map NM z W � number EE-49. CB HYD NYT CB � ' CB TF=309.94 1 310.40 TF=309.95 1� TF=310.40 12"CMP INV OUT=307.16 � T 12"CMP INV OUT=307.42 V1 � a 24"HDPE INV OUT=305.60 O I N/V IRF FLUSH Z O� B 310.04 ' O I� O�� DMH � DMH WV CB RIM=310 99 ' H � m � RIM=310.65 SMH 310.1� �, siosa �NG 21 INV IN=303.69 ' � 18"HDPE INV IN=304.25 U RIM=310.20 18"INV THRU=303.07 � � Z4"HDPE INV IN=304.25 z � INV THRU=304.94 S M H �_ � = 1 8"I N V T H R U=3 0 3.1 6 I �Q (VERY ACTIVE MH) ST � CB 310.44 10.83 310.31 SS EDGE pp � TF=310.36 i� � �„� I � �A�EMENT IPF CONC=307.36 W � �WI� �n� � sr 3�0.49 �� No vzsis�e PiPes � � � � MAP NOTES: N07°52'39" �� - - - --_C�N DMH �� 0.17'TO IRF BENT 31os� CB ____CRETE CURB / RI M=310.56 Sr ---------------- � � I W ' ALL 12��cMP'S INV IN=306.26 310.34 EpGE OF _�ls„ - a -- -_-% `� � z �B�I 1. Boundary and topographic information shown hereon was compiled from an actual field survey conducted 12"INV THRU=302.46 31o.sa sio.ss la.z PA�EN1E7�r� 310. M DMH N= �B �� ' TF=314.14 310.94 _ �_31o.a4, IRF BENT � duri g he month of Janua y, 2017. o �� ., - 'n t r B �_31o.5i ii' � la" DMH � � ;� SS � � �311� �- C � z � Tg=309.96 �� s"'" M : o �� CANFIE � °�ErEcuRB � u' - � DMH 2. North orientation and bearin s are referenced to Grid North and are based on the New York State Plane � %�� RIM=314.44 �� 3io.qi 12"CMP INV OUT=307.36 o4�,3g � � � � �'Z �� \ ��CP� $0'R p w�REET / �� J 24"HDPE INV IN=308.99 COOI'C�IIldt2 SySt2lll� EdSt ZO e� NA� $3�2�11 2�70C�'1 2�10.��. R � 1 2 I CBCI �q)1 8��H D P E I N V I N=3 0 6.4 4 \ - - -------- -� - � �B�ACKT�P) i3 \ (B)18"HDPR INV IN=307.14 J U _ 310.74 310.09 ��- _____-_____ �/-� \ I 311.24�W ��`--�� Ir � �� TMH O �_,___Ss � \ �__�� __ �s°RCP INV OUT-304.19 3. Vertical datum shown hereon is NGVD 29 and was obtained from GPS observations using the Saratoga I Y w 309.67 ".. _____�__ N � �____��/�/C 314.40 � 'V CB � _ � � � 310.6 � -RErEcu e � CORS as a base station. � � � � so9.s TF=310.57 � S � M SMH R � sii.4z �. O � u� UP SMH - 5 n �-- %� � I 31x,49 z U \ 31 .6 18"HDPE INV OUT=307.42 ----___ � � RIM=314.01 \ - - 1 RIM=310.62 �� C�NC -- \� _ _ _ 0 313 INV IN-306.91 � D M H � o I ^�~ INVTHRU=305.28 31o.so \ RErE uR6-- � �,- - a ��, � RIM=314.56 4. Objects shown on this drawing with a distance indicating how far that object is from a particular line, lie - M INV THRU=305J2 zg 311.3� U I ,Y / 1 -__ SS \ M p \ yo 24"HDPE INV IN=309.26 on the same side of the line that the offset distance is written. n�� _ . / ll.og M1 31056 / � 24 HDPE INV OUT=309.16 5. exi � S Srl ere I'1 T =31132� � � V SMH � � - ___`_ � m � „ � =310.97 � � � � � M � � � �- � 8°Rca � I The location of underground improvements or encroachments, if any �st or a own h on, are ot �� 3 0.98 � / , _____________________ U 31 .9�` =31p97 I ' `r`' 311.1a � � " e� DMH I certified. There may be underground utilities, the existence of which are not known to the undersigned. 312.4� /31157 311.zo ,, 310 � �312.05 �� i �, Q� � Size and location of all underground utilities and structures must be verified by the appropriate � �, I DMH �� Lands Now or Formerly of titi / rcc_ i ��, ° �� 3�o.�8 315,56 315.5� authorities. Dig Safely New York must be notified prior to conducting test borings, excavation and cB lz" � E , �A� sio.io SARATOGA DINER� INC. � �� 8��-3is.za sis.zz ti� �,'�" ss � construction. I 3r�.�z ��, Book 686 Page 125 31� � � 3�4.�5 441,44, _ 3�5 �V`' TMr, s r, 310.70 TCC=315, 15. �� sii.ee' �� " � �MN siosiB00k 686 Pd 2 131 � � 3ti3 � ecc=sisoo �� O MH �B ,I � �o RIM=310.99 g � �� B�� 3� ��la��H�PE cBc� 6. This survey was prepared without the benefit of an up to date abstract of title or title report and is TF=311.12 311.zz � ca)�z��INV IN=304.90 Book 1024 Page 248 / 315.6' ` - w therefore sub'ect to an easements covenants restrictions or an statement of fact that such documents 31 (B)12"INV IN=303.54 , a „�ti "STOP"SIGN zo�p� �_ �} ] Y � � y 311.53 b�� =310.99 � \ lz°INV OUT=303.51 TAX MAP PARCEL NO s. 178.27-1-22 THROUGH �(INCLUSIVE) � / 'CANFIELD ST."s�cn, I I s"'" ma disclose. sii.is °� i.io � CBCI RIM=315.22 Y � , � -31�.0o N MAP REFERENCE NO. 1 - LOTS 195 THROUGH 239 AND � 3 1 5.Z 6 I �B TF=314.60 12��INV IN=307.22 � 311.o LOT 245 THROUGH 22� 311.s sis.o3 / 315 �g 18"INV OUT=N/A - INV IN=307.22 �� =311.z13 1.43 \ � � I I INV OUT=306.17 7. Prior to conducting this survey this geographic area accumulated approximately 6 inches of packed snow �sii.as ��-' �� TF=315.04 ,14.g-t scc 1q.91 311.53 B `=3110� \ NM 1 AREA = 3.06�RES � 314.68 / �o��PVC INV OUT=309.14 �B and ice. Therefore the undersigned cannot certify that some object or feature has been omitted. NYT 6 _ 2-1"BLACK PLASTIC CONDy3 f5,3.5'OUT OF GRO ND I �p u� TF=314.84 � � 3io.�3 � � � Y � � I I� 24"HDPE INV�IN3309 89 � ' 3io.az 310.�1 x Map j p 31s.�9 Q �v 24"HDPE INV OUT=309.84 � �_ � �/ 3ii.iz �� No�j8.z7_ � a � I� uMH RACE STRE � � �- � / �-z9 / o I ce��KTOP� ET / 315.62 � � � � � � - 7CC_�3 5.� �S�a � BCC=314.92 UMH � � � � 31 � � ' 0 / 3iz.zz / 313.69 / -H m r- RIM=314.91 �- I � 11- - 3 1.61 311.32 _ / ^ \3 BC�-3 5.52 �!-_� CBCI NM 214 sii.io � � 5�� 6� � sisls3 � NYNEX 113 �-- �� TPED � � 6'H oOD FEN'C�E�3 � � �Y �m � BENCHMARK SPIKE � � � � �� I � DEED REFERENCES: / �� - o o�o I Q ' v /� FOUND IN UP NM 214 / ' o� / \ � � w ELEVATION=316.69' ti- 312.58 312.21 �O 316.60 j W\ 'Kl 311.41 / ' O 314.48 � / � , � � 1. Deed dated February 11, 1960 between Spa City Diner, Inc. to Saratoga Diner, Inc. as described in Book � � � 312.�� ax Map_I��- -�� 3 �� u° I I �° � TB�ais.o6 686 of Deeds at Page 125. � � �O, -�7 ��a�r-�VA siz�a sia.so OVERHANG� sie.m w � � 8•2�Zg 3 �� /, � STEPS(DOWN)AND 212 AB � o'�P W 2. Deed dated Februar 11 1960 between S a Cit Diner Inc. to Sarato a Diner Inc. as described in Book �y / � � CONC TE 3 zl RETAINING WALL I � y P Y , 9 , 'b�' 313.66 IFEROUS TREE ROW 1 � _ _- 316.90 316.19 � U / �, �IG \ z, 686 of Deeds at Page 131. � � �� - � '3 5:2Z _ CONC�€FE� � BCC=315.53 � ��7 �� .35 � _ 316J0 7CC- 3161.23 � � � � �/� �� //�� //�/ �� 313.40 � .,� �13.O�n 3 . '31_ 316.92 �7�LK BCC_316.00 -- �' � // � con, RET/�L 3�4.z9 1 31�.51 ' � \ cas PA�n,T �� 3. Deed dated October 16, 1981 between Benjamin K. Walbridge, Jr. and Le Roy T. Walbridge to Saratoga 31L55 � � - �i � - 31 JS 'ti /�i� �I% � / � ti p}p� " ' . 31 .86 'C031 .23 f1 3��.6� / "' / � /II��I��IG �� Q N ALL Z0. °� �^�--- - _31�.6Z I� Diner, Inc. as described in Book 1024 of Deeds at Pa e 248. / 3,q9�314.28 $' 316. 316.90 ' y � �� / AV// � A 3 . N 40.5' 317_83 TAC_31 p6 � s i.�e � /�IA/�AI��_� 8.� ELEC s os I sAc_31 43 lU siisi ," � �I /\/A sv.ia � o _ o GMTRsize �w � � �� / METAL POST �� v 3is.a �w � CB � 3i3.z6 � � GATE PO � .-, � 43, �t � � TF=316.42 � / u� �p o sysa POST � Z � Q U 4"HDPE INV IN=313.47 I \ ti / d�3r�.33 i6.� s .�z�.5� sia.si Z 1 sis.ss "� / OVERHANGS 31zs1- CONCRETE RAMP Tax Ma � a 31�.0� ��, 18"INV OUT=310J2 � � �3�z.s9 � ( sBo�o 3�� coNc er� `� 17 p 1p No. ' ° a�a, KTOP �- � W . sii.�� sis.za \ POSTe vy`�� sia.n� �ia.1e � $•27- �� CB p N GATE POST �' �a U TF=315.90 �- `� SBOL ��sa� � � 6'H WOOD FENCE ONE STORY BUILDING u 1. CB , I � zi p -� 316.46 1� la. i� FFe st��=3i9.90 I�n S m fn Z 18"HDPE INV IN=N/A r �' 3�6 3is.oa (IN DISREPAIR) = m , c PE $" � O � � � J 13.0�� I > „NO �p � INV IN=310.80 sv.os 3i9.6z (FORM R SARATOGA DINER) 3 U I � 'OF� �B INV OUT=310.50 � � g / _ / 31�.9� CONCRETE RAMP NO. 1 3 SOUTH BROADWAY o � a 'rcc=31 qa _ I �� p m 317.33 / �0 � � O .80 317.09 I �r 1 .44 BCC=31 �317.02 O � � � � � 3i6.�9 � �� 2.5'Ht RET.WALL 3'� .zs u g„ I w/sz�N LEGEND I ' _ I FFE SILL=31Q�\4 / p . 7 / 317.33 317.75318.17 17.84 \ I m TCC=31�,63� I � 31635 �. IPF I 31239 / I _ 317.90 i FFE LL=318J8 I BCC=3 fi.84 j� ... / OLD PAY PHONE � 31a.13 - _ Fe Si��=319.79 31s.z5 I 311.�a ' BLACKTOP �lz�s �a8aiz 7qc=s1e zi 'CB I I � �I Q � CB CATCH BASIN 1 1311.97 (NO PHONE) ( 318.15 31820- __ FFE ILL=319.91 � I ' 313.95 315.54 � I 317.62 p _ ` �--- __lo '�� 318.45 CONCRETE RAMP ,` BAC=317,68 � W U I � CBCI 31 .91 / aX Mah �i e B�A�� - 31s.39 �9,az TF=316. 7 � � CATCH BASIN CURB INLET �^ C� _ - �v°scaPr� 7 5, ,s .zs 4"PVC IN I I LP I scc-sls.z2 � � BCBR 31134 R�'�� N 1� �� y M� OP RB .3183 ____31 � I � R S � �. ��" -_� - _ FFE SILL=319.94 � I '� � 316. SU CATCH BASIN ROUND / T 27_ U ll �_ B T 3 .43 =313.8 P P O DRAINAGE MANHOLE � � REET �R �-26 tiQmQ UY WIRE � �-ACKT�wqLK � �is,9 0 0 �i � � � � � � I U �.5s DMH � � � STREET � �� -_ ��8 34 � 9:s�� "' � �,� 03 � � I� vj � � � � N 121 318� � 3�� ,�j , zs� 34.1't �ti � � � � n rr �/ w 3�o �' INV.= I END OF PIPE sn.aa � Q Q STEP �� y9�, �U I� � N � size� � � � sv.sz � �m � '�� w rcc_ �z ��l � � GMTR siz.ie sio.ie -� �'�� -si�.2o �O �, , GAS METER 312.57 yy� ,9 CC=317.03 U �17.jZ' � I ❑ L__, sii.so sia.00 � � � � sis.ie �`,`„ °�`' cc_3i5,g ��s�a � Q o GATE POST \ GP 315.64 / _ �`~o BLACKTOP sie.ai cc_316. � � � o�� so �� HYD HYDRANT 316.60 W O 3ll18�� 315.68 � � � � � 311.�6 O� *-i - / I z � �O U o IPF IRON PIPE FOUND � N � siz.ai � 1� �sis.a9 �f' � � � � �� U Q �aie� � IRF I � N sie.m N I � F- �� Y � m s i e s s p I R O N R O D F O U N D 311.85 311.72� I Q7 I I 316. 6 � / \ \�W � 'U � � � N � � � _ 31z`� � U o�P LIGHT POLE � sv.os � � � �� m 31L22 �� 316.96 318.15 CC=3ll.4 ll.20 Q � � MH ' p sv.oa U/ CBCI � MANHOLE z I I � I 317J1 N 318.35 \ 317.5- rCC=3ll.6 � 317 63 � CC-316.79 � 317 6� \ Q 315.46 iy ti 3ll.5 ` CC-317 42 /' O TF=316J4 � \ I / W I � I O .317.16 SMH I 313. 3 31z66 ' ,� Q SANITARY MANHOLE � sis.o9 I � 31�gs � w � � CBCI SBOL N �� I sv�s ' m / o STEEL BOLLARD M � � � ��. ...�j' CIIPF TMH c� sis.oa � � � SNOW PILE 31738 Cp N \ NM 212B ' I � _ � TELEPHONE MANHOLE 311.s6 M507°52'39"E I �x I p- b.as \ ~ '� ,I ' � ❑TPED TELEPHONE PEDESTAL 0.17'TO IRF BENT I ACKTOP � � � � O 3iazs � � �` � 314.28 � z �l 318.25 ,H . I BCC'317.15 O 311.58 312.60 � UMH �"� �316.01 � I � � 318.69 � rry \ � I � UMH EIVSOR � UNKNOWN MANHOLE 313.42 � I � � � ' ��I � S�R �1P 3ii.as 3iz.33 \ � I is.oa �BLAC � 311.s6 IR31B NT 1 �, 3 .68 �- � '; LL, �LP� KroP�EET UP UTILITY POLE �- si3.a� 314.10 ZS m BLACKTOP � f' N � \ \ \ � z � � � � UMH � - - � UTILITY POLE W/GUY WIRE 311.46 31 .11 14.91 U 3 8.0 � 3iisz �r �,� 3Z � ( k � � z� � U CBCI RIM=3ll.20 �WV WATER VAWE I 311.27 3 1.57 3 1.52 \ 31205 312.32 3��=3g�� 'ls s� 317.05 � Q ' UI�IIW �� _ � � � �$ �� \ �� siass � � � �� FFE FINISHED FLOOR ELEVATION 318 1 S V' INV PVC= 1 .4 �___ sis.si � 31z9a CBCI ggC BOTTOM OF BLACKTOP CURB N 313.12 3 5.49 � MONITOf�WELL � _� �' \�/ �IU CBCI �31�eZ TF=317.28 I ��siz.oe INV 6 PVC 313.54 X �� M ONE STORY 313.s�j CBR �� \ \ � 3�i.39 �1 83 BUILDING � 3ia.6 � \ � � jV TF=317.56 � 317 y� TBC TOP OF BLACKTOP CURB siz.z9 siz.si 31� sia.ae � FULL OF SNOW I�� s i.zo 311 4z 6"PVC UNDER BLACKTOP M� � �� CBCI AND ICE � 3i��iz� BCC BOTTOM OF CONCRETE CURB 315.67 319 � BCC=318.19 � �I� 3 1.51 � DMH ALONG BUILDING FACE �BR � � � � ml TCC TOP OF CONCRETE CURB �lH � - FULL OF WATER si�.se sis.ss -- - 3�0 '31 \ RIM-311.41 �� i- (A)12"INV IN-30811 � � U� � �� CC CURB CUT .GC�P c�.A B 12"INV IN-308.38 SILT-310.Sf M ------- � - _� \ g I HYD ' �si�. s�. ,/ � � 'H 319. � ,��y � C� I 12"INV THRU=307.06 M _ 319 54 J�z I o / �W.- _ _ _ _ _ _ OVERHEAD UTILITY LINE I � 317 95 SANITARY SEWER LINE CB CB I ---- _' - � �P W TF=310.51 3ie.es� �i9.�s � U- SS PLUGGED WITH SNOW CB "MAVIS TIRE" 31y.s � si9.a4 � � p AND ICE Lands Now or Formerly of ONE STORY CONCRETE .� I AIR PUMP 14•9'f I U BENCHMARK ST STORM SEWER LINE � � �B ]OHN KODOGIANNIS AND BLOCK BUILDING � � � - °x-CUT° IN N.H.O.A. v TF=311.39 31938 i ELEVATION=320.29' iz��CMP INV OUT=308.79 ]OANNE KODOGIANNIS / N BCC_3�/ BCC_31$08 �' � Book 1328 Page 386 -ta.8 � Tax Map ID No. 178.27-1-36 � MAP REFERENCE NO. 1 - LOTS 240 THROUGH 244 AND 319.80 ' 318.8� S M H 318.90 RIM=312.01 LOT 256 THROUGH 264 INV THRU=307.33 SMH � SOUNDING \ � ' I � ADELP � so�R oSwREET I �B�qCKT�P� rn 3 � L � _ � T ,..i U � �� a � � I H � m a � � a c � a rn c 3 � � � � v > � � `� WILLIAM J. NETTLETON o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZEDALTERATIONOR BOUNDARY AND TOPOGRAPHIC SURVEY P.L.S. NO. 49513 ADDITION TO THIS DOCUMENT IS A � VIOLATION OF THE NEW YORK STATE LANDS NOW OR FORMERLY OF ,� Q EDUCATION LAW. � Q SARATOGA DINER, INC. �o p 2p1� PREPARED FOR ; 0 C.T. MALE ASSOCIATES SARATOGA ECONOMIC DEVELOPMENT CORPORATION Y 4Q APPROVED: 153 SOUTH BROADWAY AKA U.S. AND N.Y.S. ROUTE 9 Q Q DRAFTED : MDD CITY OF SARATOGA SPRINGS (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK w BARSCALE 0 CHECKED � DGD C.T. MALE ASSOCIATES � 30 0 15 30 60 Q PROJ. NO : 17.7008 Engineering, Surveying,Architecture& Landscape Architecture, D.P.C. �� -��- (� "ONLY COPIES OF THIS MAP SIGNED IN RED INK AND EMBOSSED WITH � THE SEAL OF AN OFFICER OF C.T. MALE ASSOCIATES. OR A Qg SCALE : 1��=30� �� SHEET 1 OF 1 p 50 CENTURY HILL DRIVE, LATHAM, NY 12110 DESIGNATED REPRESENTATIVE SHALL BE CONSIDERED TO BE A VALID 1 inch = 30 ft. o Q 518.786.7400 * FAX 518.786.7299 U TRUE COPY". DATE : JAN. 12, 2017 DWG. NO: - \ � � ' � i i Q � Qw i LEGEND � � 5 EXISTING HYDRANT,APROX 67' � � w � w Q � Z � - - PROPERTY LINE � L-5.0 F R O M N W C O R N E R O F S I T E J � � � � � �g�I \ Q c i O w � z I CONSTRUCTION LIMIT LINE Nvr INLET PROTECTION, TYP. _ � � w T h e L A G R�U P Hvo EXISTING CONTOUR � cur� �Rc, Landscape Architecture&Engineering P.C. - - - - - - - - 8 - - - - - - - - - - � � EXISTING STORM LINE Peaple.Purpnse.Place. � W� � - ti s �` E�r- �-°AVE"'F�'T , �`� CANFIELD STREET ��9 EXISTING SANITARY SEWER LINE 40 Long Alley p:518-587-8100 � °� - 18" °M�- ia�� RCP � -- ia°rzcP � � Saratoga Springs � sr sr sr sr . 518-587-0180 rN PROJECT LIMIT .m� N°� � 5 � EXISTING GAS LINE I�IY 12866 www.thelagroup.com SMH - _. ss ss _ SAWCUT_ INLET PROTECTION, TYP. � E�oF��E�n� - - - S$ � - - - - - � � Q �SS L-5.0 EXISTING OVERHEAD UTILITY Unauthorized alteration or addition to this � - SF SF �, � � • • • S SF • SF �i� is" document is a violation of Section 7209 of the � EXISTING UNDERGROUND TELEPHONE New York State Education Law. � \ � _ _ ! _ _ _ _ _ _ _ PROPERTY LINE _ _ � _ _ _ _ _ _ _ �TOP SIG� I W EXISTING UNDERGROUND WATER �O the LA Group 2014 5 �sT.°si� RACE r SAWCUT ASPHALT INLET PROTECTION, REMOVE ALL(4)TREES ALONG REMOVE&STOCKPILE STREET N ' L-5.0 � � STREET - - - � � � FOR INSTALLATION OF TYP. CANFIELD STREET FRONTAGE SIGNS TO BE RELOCATED - SAWCUT ASPHALT Prepared for.� � NEW CURBS OF PROJECT SITE, TYP. � � � � � SILT FENCE, TYP. 6 REMOVE CATCH BASIN &ASSOCIATED PIPES ~ L-5.0 xxxxxxxx� v „MH 5 INLET PROTECTION, TYP. M KC G D eve I o p m e n t �- L-5.0 ON SITE; CAP&ABANDON PIPES AT STREET Y w o �iJ REMOVE ITEM � � Q ry � SAWCUT ASPLHAT; � d� ` REMOVE CONCRETE CURB � LLC \ r �\ o/ REMOVE CONCRETE CURB&PAVING a � �Mi NM 214 REMOVE CONCRETE PAVEMENT \ 31 RIM-3149�gGI NYNEX113 11555 N. Meridian St. , Suite400 ` REMOVE ASPHALT PAVEMENT r`" � � �F GRovN REMOVE ASPHALT PAVING � ++ Carmel, IN 46032 D 5 3.5'O�T _„o�ASTIC GON�� - � ` \ REMOVE EXISTING OVERHEAD ELECTRIC AND �� w REMOVE BUILDING �T �' a � P� ` I M P A C T E D U T I L I T Y P O L E S-C O O R D I N A T E W I T H � � � NATIONAL GRID AND THE CITY OF SARATOGA \o O � STOCKPILE&STAGING AREA cs lZ � ' ` � SPRINGS DEPARTMENT OF PUBLIC WORKS � O � I R��P� � � REMOVE COUNDUITS m } STABILIZED CONSTRUCTION ENTRANCE GOMM�PNGE ` REMOVE CATCH BASINS& � � EN�R � '""P �x�cx-�x�x ��TED STORM PIPES o BORING/TEST PIT LOCATION \ \ REMOVE POLE � � � TPED � X STEPS(DOWN)AND � � • REMOVE ALL(5)STREET TREES, 6 \ v, \ X X RETAINING WALL 5 P SF SILT FENCE ASSOCIATED GRATES&CURBS L-5.0 REMOVE EXISTING OVERHEAD ` ` 3 STOCKPILE AND REMOVE FENCE � � coN�R A�K -� ' I A L O N G S O U T H B R O A D W A Y T Y P. 5 � L-5.0 � _ I � INLET PROTECTION L-5.0 ELECTRIC AND IMPACTED UTILITY � �� _� ` ,,�,�,�,�,., STAG I NG AREA POLES-COORDINATE WITH NATIONAL � � �"' i3.o�_ �A��A�'^'� - - -, 5 GRID AND THE CITY OF SARATOGA 2 STABILIZED CONSTRUCTION CONCRETE PAVING, � � Zo.s N 37� � 1 J L-5.0 INLET PROTECTION, TYP. SPRINGS DEPARTMENT OF PUBLIC �, ` L-5.0 ENTRANCE, TYP. TYP. ' ¢ WORKS � � '� 1 coNiFERous rREF F. Nt w;,� i� Y REMOVE EXISTING SIGN & � `'N ` CONCRETE WASHOUT REMOVE BUILDING - � ASSOCIATED WALL/CURBS L-5.0 � � " � � m I lo � :.5' . WALL .� ST GATE P�ST 20 5' IQ 1 �I/SIGN -O �'��5'� Pos1 o E s oR Buz D��. a � � � REMOVE&STOCKPILE ALL(5) ��v�� o � - - - - Po (IN DIS EPA R� � � STREET LIGHTS ALONG SOUTH �` �O ��'��'�k �.- N FOR ER SAR To A o� :> � � � BROADWAY FRONTAGE OF PROJECT -Q\ ..� 0 6'H 00 FE CE "i0. 53 OU H R na^ ,y m .6 � �U� SILT FENCE, TYP. 6 O m T Q " SITE, TO BE RELOCATED,TYP. L-5.0 �- ` ��\ REMOVE TREES, REMOVE OLD �� ' ' \ �, � r TYP. PAY PHONE oNc ET RA P , s rN � 2 � � � �` � N � I � �o cRE E R MP _ SAWCUT ASPHALT PAVEMENT; ` _ _ _ _ ' - o � REMOVE CONCRETE CURB ---- --- - -- -_ ,-�=- - � �, � • � �� N� C B �� 1 \ ` W tR ? YN + g� � To U N ` I REMOVE CONCRETE �� I PAVING ` \ }� • L 5.0 INLET PROTECTION, TYP. � ` YN � G ` uMH I ENSOR � 2 ` � } �` �STREET � �' U'� REMOVE EXISTING OVERHEAD ELECTRIC AND ��} � �� ` � IMPACTED UTILITY POLES-COORDINATE WITH �� g` J' ` REMOVE ASPHALT PAVEMENT NATIONAL GRID AND THE CITY OF SARATOGA YN sNOW P��E SPRINGS DEPARTMENT OF PUBLIC WORKS ' \\\\\\\\\\\\\\ Project Tit/e: 5 INLET PROTECTION, TYP. L-5.0 `� � REMOVE&RELOCATE EXISTING � I 15 3 S o u t h \ `�z HYDRANT, COORDINATE WITH THE � � �G� � CITY OF SARATOGA SPRINGS i B roa dway � � DEPARTMENT OF PUBLIC WORKS v J � � Redevelo ment N \\\\\\��. � w p Q � � �' SAWCUT REMOVE CONCRETE CURB & PAVING � I 153 South Broadway, � -- -- -- -- I � PROPERTY LINE � Saratoga Springs, NY 12866 � PROJECT LIMIT IN�E�'P�C=312.40 O IN�6��PVG=313.54 iHi� �,o� � ONE S��RG „MpVIS TIRE„ �E � M�N�T � N \ �NESTORRU�N NG I N rN \ I I I 30 0 10 20 30 � \ DMH Scale: 1"=30' � � `��Q J�;9J \ I � �� 2 \ I \ �� i GENERAL NOTES PROTECTION NOTES: REMOVALS NOTES: 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "BOUNDARY AND 7. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S TOPOGRAPHIC SURVEY, LANDS NOW OR FORMERLY OF SARATOGA DINER, INC., MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS,AND MINIMIZE DISRUPTION TO DEMOLITION, REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. WORK DUE TO THEIR CONTRACT OPERATIONS. REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF Project No.: 2016036 PREPARED FOR SARATOGA ECONOMIC DEVELOPMENT CORPORATION, 153 SOUTH SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS SITE.ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST Design: MCB BROADWAY AKA U.S.AND N.Y.S. 9", DATED JAN. 12, 2017,AS PREPARED BY C.T. MALE PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. BEFORE COMMENCING CONSTRUCTION. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, gE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. Drawn: KMK Ch'k'd: MCB ASSOCIATES. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. Date: 5/3/2018 Scale: 1"-30' 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL 15. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, 2. PRIOR TO COMMENCING ANY EXCAVATION WORK,THE CONTRACTOR SHALL CONTACT JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR REQUIREMENTS DURING CONSTRUCTION. 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE U.F.P.O. (1-800-962-7962)AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND DELINEATORS, SIGNS, FENCES,AND BARRICADES IN ACCORDANCE WITH THE LATEST MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. Rev: Description: Date: COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE 16. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT BEFORE COMMENCING WORK.ANY COSTS INCURRED BY THE CONTRACTOR DUE TO SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY WORK, EQUIPMENT, PERSONS,AND PROPERTY FROM DAMAGE. 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF REPRESENTATIVE. TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. 4. BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR. � 9. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, °- 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE SHALL BE RECORDED BY THE CONTRACTOR ON "AS-BUILT DRAWINGS,"AS SPECIFIED. PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL � DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES EXISTING CONDITIONS TO BE PRESERVED. TREES, SHRUBS, STUMPS,VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH Q (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED 10. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL S ITE P RE PARATI ON N OTES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT LANDSCAPE ELEMENTS(WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED BE LOCATED WITHIN THE LIMITS OF WORK AS SHOWN ON THE PLANS OR AS APPROVED BY BUILDINGS OR OTHER TREES TO BE SAVED. � LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES THE OWNER'S REPRESENTATIVE. 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION � SHALL BE DONE BY HAND.ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT PERIOD AND SHALL,AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN Drawing Tit/e �, CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS.VEHICLES SHALL NOT BE PARKED + o CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE 11. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. S I le P re a rat i o n � CONTRACTOR. COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED,AND TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S p i � 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. � VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS REPRESENTATIVE. � 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE E ros i o n & Sed i m e nt o REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO NOTIFY THE OWNER'S REPRESENTATIVE,AND IN THE EVENT OF THE CONTRACTOR'S UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING `° THE LANDSCAPE ARCHITECT. FAILURE TO DO S0, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK Co ntro I P I a n �' WORK CAUSED THEREBY. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING OPERATIONS. � 5. LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. Pla.T1T11Tig BOCIrd � 1 S.XXX `° DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE.ANY 12. PROVIDE EXPANSION JOINTS AT ALL CURBS,WALLS, STEPS, LIGHT POLE BASES, PULL 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION,THE EDGE °a o AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS BOXES, MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE � Drawing�Vo. o`�o ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. MEET LINE AND GRADE OF EXISTING CONDITIONS AT LIMIT OF WORK LINE. IF NO LIMIT OF 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR Approved under authority of a resolution adopted m W N WORK IS SHOWN, THE PROPERTY LINE SHALL BE THE LIMIT OF WORK. THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN by the Planning Board of the City of Saratoga Springs. �oo ar�a ` 1�0 �u�(� m� � NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND Chairperson ��Z 6. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL DRIVEWAYS. ° �°' ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE acnLL D E S T R O Y E D O R D I S T U R B E D. Date Signed: LEGEND - - PROPERTY LINE CONCRETE WALL � PATCH ASPHALT PAVING 7 CONCRETE PAVEMENT CONCRETE CURB The LA GR�U P PER THE CITY OF PEDESTRIAN 10 6 8 DETECTABLE SARATOGA SPRINGS, TYP. L-5.0 CROSSWALK&SIGNAGE L-5.1 L-5.3 L-5.1 WARNING STRIP CONCRETE PAVEMENT _______________ FLUSH CURB Landscape Architecture&Engineering P.C. BOLLARD LIGHTS, 2 9 PEDESTRIAN SEE ENLARGEMENT 'MAIN PLAZA, CANFIELD PRIVACY FENCE Peaple.Purpnse.Place. TYP. L-5.3 L-5.1 DROP CURB STREET&SOUTH BROADWAY'ON DRAWING L-2.1 ASPHALT PAVEMENT . � . � � � ■ � DECORATIVE RAIL 40 Long Alley p:518-587-8100 CANFIELD STREET � ` GRAVEL/STONE DUST PAVING Saratoga Springs �518-587-0180 SEE ENLARGEMENT'UNION AVE& � GREEN SCREEN NZ' 12866 www.thelagroup.com -X-X-x-X-X-x-x-X-X- CANFIELD STREET'ON DRAWING L-2.1 'A�, HERRING BONE PATTERN � ��o, STAMPED CONCRETE � , 22.00' '� , 22.00' . p BENCH Unauthorized alteration or addition to this ' LAWN � � � LAWN o � p��p- e RANDOM ASHLAR document is a violation of Section 7209 of the ' � TYP. � ' � TYP. New York State Education Law. R P Y LI E � STAMPED CONCRETE � DECORATIVE STREET LIGHT � # � LAWN 15.00' o � ° BOLLARD LIGHT O the LA Group 2014 O o o -- o� � ACCESSIBLE PARKING SPACE I4 _ _ Prepared for.• BENCH, TYP STAMPED CONCRETE, RANDOM 1 ' i i i I L-5.3 ASHLAR PATTERN, TYP. L-5.1 KCG Development, � LAWN � � LLC !/ STAMPED CONCRETE, HERRING 1 153 SOUTH BROADWAY 11555 N. Meridian St. , Suite 400 � � BONE PATTERN, TYP. L-5.1 I Carmel, IN 46032 � � � I I SEE ENLARGEMENT'UNION AVE ,12.00', � � • � GREEN SCREEN MOUNTED ON DELIVERY DROP-OFF'ON DRAWING L-2.1 � � � � � w EXTERIOR OF PARKING GARAGE CONCRETE RETAINING WALL, p PICNIC TABLE,TYP. Q � OPEN TO BELOW O ` B Y S T R U C T U R A L E N G I N E E R BY GARAGE ARCHITECT ----- --------------------------------- � �-�0 4 Z a � G � BENCH, TYP. � � i=-----_- _ Z o a 'As ° o � � L-5.3 .50' � m � � � � o ■ \ � � .p �n o � � z � oo � o � O - 100.00_ �' � o � O � F - . 18.00' N � � � o � o ' � R50.�� N o 4 (7)CONCRETE STEPS � � ` � � �� o 00 0 � � i sd � TYP. � a R100.00 0 0 � L-5.2 AND (2) HANDRAILS � __ ° ° 5.67' � R5.00' i � - � " ° '� o , ., a 4 . 11 ACCESSIBLE -�`'-'-'-'-'-'-`-'-`-`-'- L-5.1 PARKING SPACES r=----- - ------------------------------------ � �� a , � � a a ° a a � I I ' � � c� p � . � � 5 6' PRIVACY FENCE AND i �� ` . , a a ` � � � � � ° " i L-5.2 GATE �� x .00' � � � � 4 6 CONCRETE i �° � ° ` 0 0 _ 4'75 L-5.1 CURB, TYP. ! o � TYP. ' � . . CONCRETE PAVING ON ° i i ` o } o a BRIDGE BY ARCHITECT i STRUCTURAL PILLARS FOR i � � < � � � i ENCLOSED STAIRWELL STRUCTURE, GARAGE, BY STRUCTURAL � � i ` 'P i ENGINEER. DECORATIVE STREET LIGHT i � ' �� LAWN , i DESIGN BY ARCHITECT i ` PER CITY OF SARATOGA " ' � ; - "� s��' i � 9 TYPICAL PEDESTRIAN SPRINGS STANDARD, TYP. i ` 24J25 , � o 0 0 0 o LOADING CONCRETE I I I 24.50' � m i L-5.0 PAVING, TYP. .00 PLANTING BED,TYP. i � - � � i 5.50' � i a � � � � i � - - TYP. TYP. i � � a ,° o � a a �° a a ° � a � ° � � � i � 11 ACCESSIBLE PARKING i � e a � �' ' � a� a a a�° °a � - BRIDGE & HAND RAILS BY � o . a � � � � � � � � � ! � �� L-5.1 SPACES � �� ° � � � � < <, � ° �� a Qa � /STRUCTURAI � . � � , a a � a � � ` � ARCHITECT _ . o . � � , � � � / o � � ,� � ° - ° ' . a a ° � ENGINEER a � � � , �� o - � � i � < � � ° - � aa a O I o 0 0 0 - N a a e a , a � J I - _ I .i '. ° ., � a � ,� � , t " a � �" w ASPHALT PAVING PER THE 7 ! i ° ` m ! ASPHALT PAVING IN LOWER LEVEL OF - - ! a � . ° a � o CITY OF SARATOGA SPRINGS L-5.0 � i i ° � i PARKING GARAGE, BY STRUCTURAL i � < , z i ENGINEER& ARCHITECT �� 9 TYPICAL PEDESTRIAN LOADING i ' ' � w DECORATIVE STREET LIGHT 3 �, � i WASHED STO EOUND I c � PER THE ITY F ARAT A 55 i L-5.0 CONCRETE PAVING, TYP. ! O C 0 S OG L-5.3 0 0 0 o I � � � � ^ . , _ SPRINGS STANDARD, TYP. 0� F � o i 7 ASPHALT PAVING PER THE i �� ° �� ` ` �� , ` g PEDESTRIAN LOADING �`� ' _ � x CITY OF SARATOGA SPRINGS x � - �� a a Q a' V � , a °a a �.a ' ` ` ' ` ` L-5.0 C O N C R E T E P A V I N G,T Y P. L A W N o i I L-5.0 STANDARDS, TYP. i a ` ° a �a a ` 7.0 0 SEE ENLARGEMENT DELIVERY N B O L L A R D L I G H T, T Y P. L 5.3 � � ^ i E N T R A N C E, O N D R A W I N G L-2.1 � i p ° � � ° ° � a i - i �� ° °` � � ° a � ��4, i .� o '- � n � a � � �, � � o i i ' i o 0 0 o i �� , i o i �� . _ � � o . �_` BENCH, TYP. L 5.3 � i J ` o - -i - - - i / i �.-x-=-x-=-x-------x-=-=-_-_-•-_-•-_-•-=-x-=-x-=-•-=-x-=-x-=-x-=-x-=-x-=-----=-x - --- I. i X i I � / LAWN i I I � 6"CONCRETE CURB �5 � i I 5 WIDE STONE 3I I c D U S T P A T H S, T Y P. L-5.1 �• � j o 0 0 0 0 °� � � J 0 i " VEHICULAR LOADING CONCRETE g ' " -�- - PAVING, TYP. L-5.0 (4)CONCRETE STEPS 4 � �_ x , x , x , x , x , x , x , x , x , x , x , x , x , x , x , x � � ° VEHICULAR RAMP FROM STREET'� ProjectTit/e: AND (2) HAND RAILS L-5.2 GARAGE, BY GARAGE ARCH TECRKING�� i � i w CONCRETE RETAINING WALL AND TO UPPER PARKING DECK + " COf�CRETE RAMP TO,LOWER " GUARDRAIL BY STRUCTURAL ENGINEER 1 S 3 SO U l h LEVEL,PARKING, BY OTHERS CONCRETE RETAINING WALL WITH I : � `� ! � � 6"CONCRETE CURB, 4 " GUARDRAIL AT PARKING GARAGE ' TYP. L-5.1 � � � Broadway RAMPS, DESIGN BY STRUCTURAL I . . � . o ENGINEER RAMP TO UPPER LEVEL OF °° Red eVe I�p m e nt PARKING GARAGE � � ` ml` DROP CURB AT 7 - � ! 153 South Broadway, PARKING GARAGE L-5.1 o EDGE OF EXISTING PAVEMENT _ _ a "' Sarato a S rin s NY 12866 - PROPERTYLINE _ - - -�, _ _ _ � U P P E R P A R K I N G D E C K g p g � DETECTABLE 8 ° � WARNING STRIP,TYP. L-5.1 � � I \ � 30 0 10 20 30 Scale: 1" =30' LAYOUT NOTES ADDRESS INFORMATION 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE 153 SOUTH BROADWAY REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. Project No.: 2016036 RESIDENTIAL Design: MCB 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S Drawn: KMK Ch'k'd: MCB REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS 1ST FLOOR UNITS 100-118 Date: 5/3/2018 Scale: 1"-30' MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 2ND FLOOR UNITS 200-233 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM Rev: Description: Date: WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 3RD FLOOR UNITS 300-330 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF 4TH FLOOR UNITS 400-429 CURB. 3 � 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF � o NECESSARYAPPROPRIATE MUNICIPAL OFFICIALS. � 0 T N o� 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE J CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO � CONSTRUCTION. Drawing Tit e � o Layout & N 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED � IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO M ate ri a l s P I a n �, CONSTRUCTION. � � 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES(LINES, DUCTS, CONDUITS, Ove ra � �� SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS PlanninQ Board # 18.XXX �, (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). b M CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR A roval �a o � Drawing No. N TO CONTINUING WORK. o�- Y�� }�� Approved under authority of a resolution adopted �o 0 9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS Y�; RESPONSIBLE FOR VERIFYING THE VERTICAL&HORIZONTAL POSITION OF EXISTING by the Planning Board of the City of Saratoga Springs. m� � U T I L I T I E S P R I O R T O C O N S T R U C T I O N. 0 hairperson �-�•O �o � � �,Z o > � acnii Date Signed: 4 6' BENCHES, TYP. 3 DECORATIVE STREET L-5.3 L-5.3 LIGHT,TYP. � TYPICAL PEDESTRIAN LOADING 9 REPAIR ANY DAMAGE TO EXISTING 10 6 � CONCRETE PAVING,TYP. L-5.0 CANFIELD STREET PEDESTRIAN CROSSWALK L-5.1 L-5.3 RELOCATED STREET SIGN \ 1 STAMPED CONCRETE, HERRING � L-5.3 BONE PATTERN, TYP. The LA GR�U P ASPHALT PAVEMENT PER DECORATIVE STREET LIGHTS PEDESTRIAN DROP CURB TO 55� � CITY OF SARATOGA � 3 PER CITY OF SARATOGA BIKE RACK, TYP. 5 9 ALIGN WITH EXISTING L-5.0 L-5.3 L-5.3 L-5.1 5 Landscape Architecture&Engineering P.C. SPRINGS STANDARD,TYP. SPRINGS STANDARDS, TYP. PEDESTRIAN CROSSWALK �� L-5.3 BIKE RACK,TYP. (5)CONCRETE STEPS 4 �� \o LAWN Peaple.Purpnse.Place. BIKE SHARE- BIKE RACKS, RELOCATED 6A 4 � LAWN AND(3) HAND RAILS L-5.2 FLUSH CURB, TYP. p0' �� Saor to a Siir n s p. 518-587-0180 TO BE PROVIDED BY OTHERS STOP SIGN L-5.3 L-5.1 5. 9 p 9 .� 102 8 DETECTABLE WARNING � 5.00' 5.00' 15.00' 5.00' 1 STAMPED CONCRETE, HERRING I�IY 12866 www.thelagroup.com �� L-5.1 STRIP,TYP. � L-5.1 BONE PATTERN, TYP. �o \ c� _ - Unauthorized alteration or addition to this LAWN � 6' 'QS S T A I R T O W E R S T R U C T U R E, R��- document is a violation of Section 7209 of the � � o �`,�s N TyiO� BY GARAGE ARCHITECT �` N e w Y o r k S t a t e E d u c a t i o n L a w. � � �n � R10.00' \ a; PLANTING BED o � �O °' 22.00' oi LAWN ��, � LAWN � 5.00' � Q-``�� Q� 5. 0� c0 the LA Group 2014 TYP. �.o�o- 5 TRANSITION CURB, \ 5.00' 10.00' 9 / � TYPICAL PEDESTRIAN ' L-5.1 TYP. po LOADING CONCRETE �P� � � � � o � �,L� \\ ��• 5 00, ^ L-5.0 PAVING, NP. � Prepared for.� . i 9. 0' � 10.00' 10.00' i 37.7 ' i � 15100' 11. ' 0 ' �� R � `�' O i � 4 6"CONCRETE �� -'ps ---- , ---- 9 VEHICULAR LOADING x_x_x_ KCG Deve I o p m e nt� - - - - - - � ---- L-5.1 CURB, TYP. � - - - - - - - - - - - - � - - - - - - � �� o �� L-5.0 CONCRETE PAVING,TYP. i`-` -`-`-`-`-`-`-`-`-`-'-`-'-'-'-' i � � ' LLC , �' PLANTING BED i • • . I i 4 6" FLUSH CURB, i � 1 �� '�� / i PLANTING BED � L-5.1 TYP. � STAMPED CONCRETE, 0 5 6 PRIVACY FENCE � - GATE WITH KEY FOB, 11555 N. Meridian St. , Suite 400 �I I I L-5.1 \\ � L-5.2 AND GATE,TYP. i BY ARCHITECT Carmel, IN 46032 c�i _ � HERRING BONE �� , ' � � _________ ____ ____ I � PLANTING o �I I PATTERN, TYP. � x � . . �,1 ;1 ` BED � I I � o h�� PLANTING BED �s � p o i � INFORMATION �� ' 16.00' � - �' Q TJ--O�, "' o � �o� , , \� I � KIOSK, BY OTHERS \\ �h,` � A "' "' i „ -- - - --------- ' _ -��6'----- ��, `, \� � � �� i i '� '�, o�� I I� 0 C � � ` DR P URB AT � � o �'�`�' �� \�� - - J - - - - - - ___ L-5.1 FLUSH CURB ��, �QS� Op' � DRIVEWAY i i - - - - - - - - - - - - - - - - - � - - - - - T --- ---- - � 0� � L-5.1 PLANTING � i i ENTRANCE, TYP. , �� 0 O i BED �`l�� i i _ i p 36 R�'� TYPICAL PEDESTRIAN N �SD . � i I I o I L-5.3 6' BENCH, TYP. � LAWN 9 � �A o 22.50' i i i � i 5 LOADING CONCRETE i i i LAWN p� LAWN L-5.1 TRANSITION CURB, TYP. L-5.0 PAVING, TYP. � i i i �� "�� `�'''��_ "------I I I 2 CONCRETE I �---______ �'� 3 STONE DUST I i ------------------ L-5.2 RETAINING WALL �"'S L-5.1 PATH,TYP. i� � � i 2 (3)WOODEN o 3 DECORATIVE °' -� LAWN � � BENCHES MOUNTED o � w - L-5.2 L-5.2 HAND RAIL Q � � i ON RETAINING WALL � � 55� S / - . i --- W--- o � 9�� o Q � � � u) �P. �ri�- � J m � � 4 6" CONCRETE �~ ,��,�` LAWN i - � ? � G L-5.1 CURB, TYP. , i w i �o O � � � �0 9 TYPICAL � PARKING GARAGE, BY � � u'� � L-5.0 PEDESTRIAN LOADING � A R C H I T E C T A N D S T R U C T U R A L � CONCRETE PAVING, TYP. ENGINEER ! � i 11.7 ' 5.00' 9.50' �� ASPHALT PAVEMENT PER CONCRETE RETAINING i ---- R� ��// L-5.0 CITY OF SARATOGA SPRINGS WALL, BY STRUCTURAL i �p' STANDARDS, TYP. ENGINEER i \ i STAMPED CONCRETE, RANDOM 1 � BOLLARD LIGHTS,TYP. i ASHLAR PATTERN, TYP. L-5.1 1 2 GREEN SCREEN ON SIDE L-5.2 DECORATIVE STREET 3 4 6"CONCRETE �-o L-5.3 OF PARKING GARAGE, BY�i LIGHT,TYP. L-5.3 L-5.1 CURB, TYP. � GARAGE ARCHITECT i � � BENCH,TYP. 4 i i CONCRETE RETAINING 2 �� L-5.3 � i WALL,TYP. L-5.2 \ i i 3 Main Plaza - Canfield Ave & South Broadwa 2 Union Ave Deliver Dro Off �� - ASPHALT PAVEMENT PER � THE CITY OF SARATOGA L-5.0 24.50' SPRINGS STANDARDS, TYP. �� TYP. ' DECORATIVE STREET 3 LIGHT, TYP. L-5.3 ProjectTit/e: ' CONCRETE RETAINING WALL _ FZ1�Q'. LEGEND 153 South � �'� s� � 6" CONCRETE CURB 4 �(`( WITH GUARDRAIL MOUNTED ON L-5.1 TOP BY STRUCTURAL ENGINEER � o - - PROPERTY LINE B roa dway � �1 a � � `r' o �. ,� � VEHICULAR (2)CONCRETE STEPS 4 0 ��,' CONCRETE WALL Red eve I o p m e nt a a a 9 LOADING CONCRETE L-5.2 _ � ° L-5.0 PAVING,TYP. -� CONCRETE CURB 153 South Broadway, PLANTING BED, TYP. rn w � � � Sarato a S rin s NY 12866 i i TRANSITION CURB 9 p g � _' i i i � 18.00' � o o� 1�� P OPER LINE � � � � ��' _ _ _ _ = FLUSH CURB � TYP. i _ � � ' ' i � , R3� , , TYPICAL PEDESTRIAN LOADING ---- : ' . OO z o� � S / CONCRETE PAVEMENT ' UPPER DECK OF o � - OPEN TO i ' STAMPED CONCRETE, 1 - � �.�� 'DO� PARKING DECK `' °' � BELOW i - RANDOM PATTERN, TYP. L-5.1 � � � LAWN � 1 STAMPED CONCRETE, VEHICULAR LOADING CONCRETE , i ; � � / L-5.1 HERRING BONE PATTERN, TYP. �s�o, � OO S TYPICAL PEDESTRIAN 9 � 0 ASPHALT PAVEMENT ' i - LOADING CONCRETE o � _� -' i PAVING, TYP. L-5.0 LAWN Q R` o0 4 gENCH,TYP. o PIPE 2 ----- -----r----- ----------- ---- O � o , , i � � �o- L-5.3 GRAVEL/STONE DUST PAVING 6; BOLLARD L-5.3 i , BIKE RACKS, TYP. 5 � -'�� 2 � HERRING BONE PATTERN __________2��Q__________ i L-5.3 � � 3 DECORATIVE STREET <_._._._._ . ' STAMPED CONCRETE i a i � LAWN 3p� L-5.3 LIGHT,TYP. ASHLAR , RANDOM PATTERN � � STAMPED CONCRETE i i PEDESTRIAN DROP Project No.: 2016036 i i / 8 CURB&DETECTABLE L-5.1 PRIVACY FENCE Design: MCB i i � WARNING STRIP, TYP. ' I I - 5 Drawn: KMK Ch'k'd: MCB L-5.1 TRANSITION CURB � � � DECORATIVE RAIL i i ' 7.00 4.00 5.00 5 Date: 5/3/2018 Scale: 1"=10' Op � � TRANSITION CURB, TYP. L-5.1 -' ^`�' i i i i -X X X- GREEN SCREEN � � � .� - I I Rev: Description: Date: ' i i ' LAW N i i , 'i i • . -''� � BENCH ' - - - - -�- - - - - - - - - �'l - - - - - - - - - - - - - - - - --- � � ' Z _ � DECORATIVE STREET LIGHT � � 6"CONCRETE CURB 4 TRANSITION CURB 5 ' � 10 6E PEDESTRIAN � L-5.1 , L-5.1 � CROSSWALK AND m - 6"CONCRETE CURB, 4 , DETECTABLE 8 � L-5.1 L-5.3 SIGNAGE nP. O BOLLARD LIGHT W ' TYP. L-5.1 WARNING STRIP,TYP. L-5.1 0. �' 6"FLUSH CURB, TYP. o VEHICULA � 4 � R RAMP TO UPPER 5�� 9 TYPICAL PEDESTRIAN �� L-5.1 c�i LEVEL OF PARKING GARAGE 9 DROP CURB AT DRIVEWAY 7 � � 5 L-5.0 LOADING CONCRETE Q `' _, � N WITH VEHICULAR LOADING L-5.0 ENTRANCE, TYP. L-5.1 Z 9�P PAVING, TYP. g � �- � CONCRETE PAVING, TYP. o �(`( Drawin Tit/e m 10 5 0 2 4 6 810 � ' 2 ,�'� 4 6"CONCRETE CURB, o - Layout & � _' , 124.75' ' ' , TRANSITION 5 U'� L-5.0 TYP. m • � _ _ CURB,TYP. L-5.1 �t�� a Scale: 1"= 10� M ate ri a l s P I a n m � �' 9 VEHICULAR LOADING E n I a rg e m e nts o --- � �o � . L-5.0 ASPHALT PAVING, TYP. � EXISTING ASPHALT � C° CONCRETE RETAINING WALL WITH GUARDRAIL gA �.�yQ� Planning Board # 18.XXX `� SURFACE TO REMAIN � � ON TOP, BY STRUCTURAL ENGINEER 'STOP'SIGN, TYP. L-5.3 � � Approval �a o Drawing No. -- " 5.00' Approved under authority of a resolution adopted o�� Z N� TYPICAL PEDESTRIAN LOADING 9 b the Plannin Board of the Cit of Sarato a S rin s 1 }W N w�a _ � CONCRETE PAVING, TYP. L-5.0 � // y g y g p � g � L-2. 1 YM� u�U` I-I I I m� � � Broadwa Entrance & Deliver Dro Off L� 4 Union Ave & Canfield Street C hairperson ��z � o � � acnii Date Signed: LEGEND - - PROPERTY LINE O PARKING ID NUMBER � CONCRETE WALL � DECORATIVE STREET LIGHT The LA GR�U P � CONCRETE CURB � BOLLARD LIGHT Landscape Architecture&Engineering P.C. _______________ FLUSH CURB $ PARKING DECK LIGHT Peaple.Purpnse.Place. CANFIELD STREET FOOT CANDLE CALCULATION 40 Long Alley p:518-587-8100 PRIVACY FENCE Saratoga Springs �518-587-0180 I�IY 12866 www.thelagroup.com DECORATIVE RAIL � 1 1 9O 10 11 12 13 14 15 � 16 17 p��p- e � GREEN SCREEN Unauthorized alteration or addition to this -X-X-X-X-X-X-X-X-X- document is a violation of Section 7209 of the � � S New York State Education Law. �^ � �O the LA Group 2014 I # # -- -- � o 0 a a o __ � � Prepared for.• ' ' ' KCG Development, 0 _ _ LLC M 11555 N. Meridian St. , Suite 400 Carmel, IN 46032 " ,J � � � O �8 � ? OPEN TO BELOW O � O �_-_-_-_-_-.-_---------------------------------------------------- Q � . . . . . . . . . . . . . . . . � � � � � � � �. �� o � . N � � �� o � ��`` ° 00 � i � � � � � � � � � � � � � � � � �n � zz o �9 � o2S � 0.2 0.3 0.3 0. 0. 0 2 .2 .2 0.2 0.2 0.3 0.3 0. 0 3 .2 o ° 0 0 o x �� a o o cn � � 167 � � o o ° ? � .3 0.5 0.6 0.6 0.6 0.6 0.5 0.4 0.3 0.3 0.5 0.6 0.6 0.6 o.s o.s o. �52 1 � -- " � �_-_-_-_-_-_ ---------------------------------------------------- ! 168 \ �,\ - _ j � � 20 j .4 0.8 0.9 1.1 1.1 1.0 0.8 0.5 0.3 0.5 0.8 0.9 1.1 1.1 0.9 0. �5e�. �a� a c� c� � � c4 ti ao rn o � c� c� � � F 169 \ 0 O 0 O O O O O O 0 O 0 O O � � � ~ i VEHICLE MANEUVERING PLAN � � I . .5 -1.1 1.6 1 1 2 0 . . 1 1.6 1.1 GARBAGE TRUCK USING SU-40 � ° ° � 26 � �i - - � � 170 � �� o 0 �0 �0 �0 �0 �0 0 �0 i O � �=a!, �=-i O ao .�-% v-% c3�z% 4J �a-v `� �.:/ 154 � PER AASHTO 2011 58 � ! o.� �.: s �.s i27 21 i 1 1 155 � i 5g i O 0.7 1.4 2.0 2.0 1.4 O6 � I 28 i N N N N N N N �N N N N N � G-- � J i 29 � 60 i T7X� i � 2. 156 � �� i O o~o 0000 0�o rn O rn rn rn rn rn rn rn 61 22 i ti7� 2 0. 157, O �F O2 0 � 30 62 � j �73� 0.7 1.2 1.5 1.7 1.7 1.5 1.2 0.8 0.5 0.8 1.2 1.5 1.7 1.7 1.5 1.2 0. 1 58 ` i 31 � o 0 0 � o 0 0 � o o � ! � o I 23 i 1 76 0.7 1.3 1.8 4 0 4 1.8 1.3 0. �59.2 � 4 i 3 2 63 � _ - i 177 N �N �N N A �N �N �N �N �N �� c`� 160 m N \N/ \N/ N N \N/ \N/ \N/ \N/ \N/ N \N/ O i 33 64 i .� �.a 2.0 . �a� �l 14 s�-� •s-� o�� fi�v �Q-.s . �a' 2.0 y1.4 O i O O 24 I i 178 161 z � � 34 65 �� ^ � .7 1.3 1.9 � �• � � ti • pp � t7j �4 � �. 1.9 1. � � I i 179 N N N N N N N N N N N N 162 � O � 35 66 � .5 1.1 1.6 2.1 2. 1. 1 1 .6 .3 0.6 1. i 2.1 2. 1.6 1. o i 36 000000000000 g7 li � i 180 163 � � � � � � � � � N N N + � � � � � � � � � � � � 25 - 8,� 0.4 0.8 0.9 1.1 1.1 0.9 0.8 0.5 0.3 0.5 0.8 0.9 1.1 1.1 0.9 0.8 °� 1 64 p� � I �� I i�� I i 37 6g ��i�l� i M � � cD f� 00 � O � N M � ^ I �812 0.3 0.5 0.6 0.6 0.6 0.6 0.5 0.3 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.5 0 1 65 O O i 38 � � � � � � � � � � � � 69 i � G i i o � 166 i s � o I i �� M � /�� CD f� /0�0 � O � N .:M � � CD � � 39 70 I � � ( O � 1 � O rn rn rn rn rn rn - -0 - - � ' J � J � JJJ � OOOOOO N� , . . . � � 40 71 �._._._._._.-- ------- I i i � O I -----.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-. � i 41 72 i i i i i i i ° a i � i �� ti ti ti � ti � � � � � � � � � _ � ' - _ � � -t- �� ' � � � � � � Project Tit/e: -------------------------------- �� , � � � �� 15 3 S o u t h � '` °' � �°� � � � _ PROPERTY LINE � - -- -- - Broadway - - - � - -- � - � - ��---- l , F - RAMP TO UPPER LEVEL OF \ ' Red eve I o p m e nt PARKING GARAGE, SEE INSET � ' __i-- - - � PROPERTY LINE a � 153 South Broadway, -- -- -- -- � � UPPER PARKING DECK saratoga spr�ngs, NY 1zs66 - - - - - � � o , � \ VEHICLE MANEUVERING PLAN� GARBAGE TRUCK AND \ � 30 0 10 20 30 RESTAURANT DELIVERIES USING , SU-40 PER AASHTO 2011 � ' Scale: 1" =30' LIGHT SCHEDULE SYMBOL QUANTITY MANUFACTURER CATALOG#, LAMP NUMBER OF LAMPS LUMENS PER LAMP WATTAGE DESCRIPTION ° 26 BEGA CONVERTED BY LUMCat V 19.02.2015/29.08.2017 ��753 K3 LED 7,2W 1 411 10 77753 # 11 STERNBERG LIGHTING A850SRLED-41RC45T5-M 56 LEDS 1 6343 64.900 DL03 Project No.: 2016036 $ 4 BEGA NORTH AMERICA 99596 2 9343 152.600 Design: MCB ROADWAY LUMINAIRE Drawn: KMK Ch'k'd: MCB NOTE: LIGHTING CALCULATIONS PROVIDED BY POINT SOURCE GROUP INC. Date: 5/16/2017 Scale: 1"=20' Rev: Description: Date: � � m � � � � � � � a m C L m J NI N J Q Drawing Tit/e U � � 0 N Lig ting, Par ing & m . a Vehicle Manuevering �, � � P an 0 � � � o� � Planning Board # 18.xxx � �� M App I O �a o Drawing No. N �O� Z N� Approved under authority of a resolution adopted }W N J O O w\'a` by the Planning Board of the City of Saratoga Springs. Yu�U` T� N m � � Chairperson � �o � � �,Z o > �, acnii Date Signed: \ � � Ir=314.14 �B_ LEGEND �B TF=310.36 sT PROPOSED STORM DRAIN � �B TF=310.57 CONC=307.36 � TF=309.95 18"HDPE INV OUT=307.42 NO VISIBLE PIPES - - - _.. _..__._ __ __ ._ i oMH PROPERTY LINE CgCI D M F{ WYE INTO EXISTING oMH i RIM=310.65 �/yE INTO EXISTING RI"' 314.44 RIM=slo.99 ! is"HOPE iN�iN=so4.z5 z4°�oPE IN�IN=3o8.< CONSTRUCTION LIMIT LINE �� PROPOSED UNDERDRAIN ��SANITARY SEWER INV IN=303.69 � 24"HDPE INV IN=304.25 �Q°SANITARY SEWER (A) 8"HDPE INV IN=3( The LA G R�U P EXISTING INV.: 305.13' ls°iNVTHRu=so3.o� ia°iNVTHRu=so3.i6 YD-9(6"�) �B� s°HDPRINV IN=3( EXISTING CONTOUR w PROPOSED WATER LINE EXISTING INV.: 305.61' RIM: 315.0' is° cP iNv ouT=so4. - EE ENLARGEMENT 'MAIN PLA A, CANFIELD Landscape Architecture&Engineering P.C. �B , -- -- �e �g -- -- INV. IN: 312.3' 850 MAJOR CONTOUR TF=3a9.94 INV. OUT: 312.2' STREET&SOUTH BROADWAY'ON DRAWING Peaple.Purpnse.Place. cMP zNv ouT=so�.�6 37 LF OF 6"sAN�TARY j PROPOSED CATCH 1 7 �� L-3.1 FOR SPOT GRADES IN THIS AREA �e �g SEWER 2.0% oM 852 MINOR CONTOUR BASIN / MANHOLE L-6.2 L-6.1 40 Long Alley p:518-587-8100 � pMH � ... u�.�„ i DMH � � � � � � � � �� ■ RIM 314.56 -.__,_�.�F'� � ' 24" DPE INV IN=309.: SBTfltOgd S�.IT1IlgS �518-587-0180 � r ' TC 310.7' TC 311.8' TC 311.95' TC 311.3' TC 311.2' TC 311.3' TC 311.35' 20 LF OF 6" ;, " is° oPE iNv iN=so9.E $5C' EXISTING MAJOR CONTOUR I�IY 12866 www.thelagroup.com � \, ', BC 310.2' BC 311.3' BC 311.45' BC 310.8' BC 310.7' � � HDPE @ 1.0% 70 LF OF 6 I z4�� oPE iNv ouT=3o< PROPOSED YARD DRAIN 4 \ i BC 310.8' BC 310.85 TC 312.0 HDPE 1.0% �1 ` @ CORE INTO EXISTING 85� EXISTING MINOR CONTOUR L-6.2 BC 311.5' �, � � MANHOLE Unauthorized alteration or addition to this 311.3' + 312.10' 312.60' � "�^ "�� 37 DMH � � �a I 311 ^h S ' � INV. IN: 311.5 document is a violation of Section 7209 of the oMH � cBci �_ 857 PROPOSED SPOT ELEVATION PROPOSED FIRE HYDRANT L 6.1 NewYork State Education Law. TF=314.60 RIM=310.56 0 ^� T �Cg 18" NV OUT=N/A � n��iz°cMP�s zNv rn=so6.z6 312.05 I /0 311.4 311.5' 311.5' n� $T � I c0 the LA Group 2014 iz°iNv rHRu=soz46 313.0' c s TC 310.95 � � T =314.s4 �X �'� 313.1' 311.78' 311.88' 311.88' � io��Pvc iNv iN=so9.a4 Prepared for.• BC 310.45' 311.2' N 315.4' � �� \ I z °H�PE iNv iN=so9.e9 ,� YD-8 6�� 2 "HDPE INV OUT=309.84 310.7� "' ,�� RIM: 314.75' � KCG Development `��`h INV. IN: 312.6' � Llp � � 315.4' � INV. OUT: 312.5� LLC � ' � SEE E LA G �EN 'UNION AVE YD-10 � �� ecz DELIVERY ENTRANCE�ON DRAWING RIM: 309.6 � M �' � 11555 N. Meridian St. , Suite 400 TC 311.8 INV. IN (S):305.1� % Carmel, IN 46032 L-3.1 FOR SPOT GRADES IN THIS AREA oMH BC 311.3 � � � � � ■ � , � � � . � � � � INV. IN (E): 306.5 ' RIM=310.99 �A��z°INV IN=304.9(7 INV. OUT: 305.1' 313.0' �B��z��INV IN=303.54 pMH YD-6 112 LF OF 12" I 54 LF OF 6" YD-7(6"0) cBc� 310 iz°iNv ouT=so3si o YD-5 PERFORATED RIM: 314.75' TF=sis.o6 - "�>> MH-2 RIM: 309.75' HDPE @ 0.5/o � RIM: 310.9 INV. IN (N):307.25' ' RIM: 311.4' I UNDERDRAIN @ 0.0% INV. OUT: 312.6' __ _ _______ � VERTICAL DROP �^ , INV. IN (S): 304.80' INV. IN (E): 307.06' 151 LF OF 12" INV. IN: 308.7' ■ �� TO LOWER LEVEL I NV. I N (E): 304.52' I NV. OUT: 306.96' ' H DPE @ 1.0% I NV. OUT: 308.6' � , � � - 6"X 12"TAPPI NG � r•--. .-.-. x�-.... .....-.-.-.-.-.-.-. -.-.-.-.-.-.-.-. -.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.- 312.35 SLEEVE WITH THRUST ,i ca ' INV. OUT: 304.52' 312.4' BLOCK TF=3ll." - � � �� DIVERSION STRUCTURE ST 310 ST �� ST TW 312.75' I � � � TS 312.5' 317.5' 6" D.I. WATERLINE � T ST ST ST RIM: 310.5 x BW 312.5' PARKING DECK INV. IN (N): 306.7' S T _ ST "'� " BS 309.0' TC 316.25' CONNECTION ��_.-' i INV. IN (E): 306.7' 38 LF OF 12" --.-.-.-. _ __ ___________ ________ ____ ST--- ---ST ___ _____ BC 315.75' 7p x DRAIN PARKING DECK INV. OUT(S): 305.6' HDPE @ 2.0% � TS 317.35 �B � DRAIN BS 316.35' TF=31s.90 � INV. OUT(W): 306.54' 140 LF OF 12" YD-4 � \ �� HDPE @2.0% RIM: 311.8' � TW 312.75' is"HOPE iNv iN � irvv iN-sio.so ' - DRAINAGE PIPE, DOGHOUSE MANHOLE ° � - ° - � BW 309.0' ROOF LEADER iNv ouT=sio.sc � I �` ST � INV. IN: 309.3 - - INV. OUT: 311.0' �''�� ! TYP. RIM: 310.8 CB 5 INV. OUT: 309.3' �g I I � INV. IN: 304.30' p � � � RIM: 309.3 ��CORE INTO EXISTING INV.THRU: 304.10' i ■ ST ST ST ■ ! VERTICAL DROP \ ' i INV. IN (S): 307.0' _ _ FFE 317.5 MANHOLE ! 38 LF OF 12" � i INV. IN (E): 307.0' I ! TO LOWER LEVEL INV. IN: 310.8' , i � INV. OUT: 306.9' o 0 0 "� � - ST ST ST ST � HDPE @ 0.5/o ` "'>> � 46 LF OF 15" N i � I � � HDPE 1.67% � � PARKING DECK 30 LF OF 12" � @ �;�, I i DRAIN PARKING DECK � ' DRAIN HDPE @ 1.0% � j 114 LF OF 12" \ i \ � HDPE @ 1.0% TC 317.15' i p � o � o 0 o BC 316.65' � I I OUTLET CONTROL � i N � _ _ �% 0 317.27' i STRUCTURE '' � _ __ RIM: 310.8 I zm N i ' \ \ TC 317.15' i I INV. IN. 305.6' I -� i / I 1 � ' BC 316.65' � i VERTICAL DROP , INV. OUT: 305.5' �, i � � \� � 317.25' / i TO LOWER LEVEL � � � � I � � � �I � o N I o 0 0 318.8' c� � � ST ST ST ST \ I I CBCI j i � i TF=316.'4 i PARKING DECK � �i ,�., ,�., FFE 319.0 i PARKING DECK DRAIN UNDERGROUND INFILTRATION �i ST ST ST , i DRAIN CHAMBERS � �B�I I ! BOTTOM OF CHAMBERS: 305.5' i � TC 317.4� i '� ` TOP OF CHAMBERS: 308.0' I � ° � � � BC 316.9 ! � � � i �i FFE319.0 318.0' L � - i 1,500 GALLON 318.8' ! L.-.-.-.-"-._ W 312.00' i TS 311.00' GREASE TRAP 317 9, TC 317.65' \ \ -._._._._._x_._._._._._._._._._._._._._._._._._._._._._._._._._._. � I TC 312.2' / B 311.00' i BS 309.00' 2 60�o BC 317.15' \ �, `� �o BC 311.7' h- � � � � � 88 LF OF 12" �� TW 317.5' ROOF LEADER \ \ II �' `�� 312.2' k 2.7°/ BW 315.5' L �� INV. OUT: 314.55' HDPE @ 2.0% � TBc31�.za �' �� , ,� �� Project Tit/e: 312.15' � 31$�$' cec� \� 311.72 E 5'0% 309.0' TW 317.5' TC 319.5 � 23 LF OF 8" LA� ;- TF=sns6 153 SOu+h � 312.0' � � \ BW 317.75' BC 319.0' "' HDPE @ 3.0% / AND cEsnin�ni CORE INTO EXISTING U P P E R P A R K I N G D E C K l , � ST \ '' .6/0 ,o BW 30� TW 316.0� "��6 �� TC 19.0' J� T `� cBCI NVN N: 392.0' � Broadway 0 , � BW 315.5 , TC/BC 318.0 � TC/BC 318.0' 318.3 317.66 E 311.56 (E) BC318.5 � 2��o Redevelo ment TW 312.5' TW 316.0' 319.0' BW 318.5' 318.16' � p «�, 317.89 E W 312.0' BW 315.0' '° � � FIRE HYDRANT 153 South Broadway, PROPERTYLINE Cg_� � ----- ASSEMBLY Saratoga Springs, NY 12866 , ��_31z.40 313.s4 �ceR � RIM: 317.75 �' �6"IX 12"TAPPING IN�h P INV 6' PV - ' �- � INV. IN: 313.85' SLEEVE WITH THRUST ' INV. OUT: 313.75' BLOCK � \ � -CBR I TF=313.52 I � \ FULL OF WATER 30 � �Q 20 30 '� 6"PVC UNDER BLACKTOP SILT=310St ALONG BUILDING FACE DMH I RIM=3ll.41 � ..,, .. (All2"INV IN=308.11 � Scale: 1�� =30� GRADING NOTES: 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED"BOUNDARY AND 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT TOPOGRAPHIC SURVEY, LANDS NOW OR FORMERLY OF SARATOGA DINER, INC., HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT PREPARED FOR SARATOGA ECONOMIC DEVELOPMENT CORPORATION, 153 SOUTH STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE BROADWAY AKA U.S.AND N.Y.S. 9", DATED JAN. 12, 2017,AS PREPARED BY C.T. MALE TO OWNER. RESULTING FROM CONCENTRATED RUN-OFF.WHEN IT IS NECESSARY TO INTERRUPT THE Project No.: 2016036 ASSOCIATES. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL Design: MCB 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. Drawn: KMK Ch'k'd: MCB 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO Date: 5/3/2018 Scale: 1"-30' LAND SURVEYOR. TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. 19. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4"OF FINISHED TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. GRADE UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE Rev: Description: Date: START OF CONSTRUCTION.ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM 20. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/SLOPES THEY WILL NOT BE DISTURBED BY CONSTRUCTION. COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO STEEPER THAN 1 FOOT(VERTICAL)ON 2 FOOT(HORIZONTAL). NO GRAVEL LARGER THAN 2",AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A PLANS AND DETAILS. MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8")PER FOOT. MAXIMUM CROSSPITCH OF ALL m SIDEWALKS IS 25.ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND �, REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE � CHANGES. o� 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR � 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE � TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN Drawing Tit/e o KIND. 0 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN G ra d i n g, D ra i n a g e N " ACCORDANCE WITH ADA GUIDELINES. 15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES & Uti I ity P I a n � HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS 0 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES(6")ABOVE BOTTOM IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. � OF CURB UNLESS SHOWN OTHERWISE. � o' 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS � 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN Planning Board # 18.XXX M GRADE OF THE EXISTING PAVING. HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM A roval �a o MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY � Drawing�Vo. °�� 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. Approved under authority of a resolution adopted �o o PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE by the Planning Board of the City of Saratoga Springs. a M a TIGHT TO FACE OF CURB. 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDINGL-�.O Yu�U` m� � VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. Chairperson �o � � �,Z o > � acnii Date Signed: 315.0' x \, \�s y� _ -�5 15 �r pMN The LA GR�UP � �� Landscape Architecture&Engineering P.C. � "" � Peaple.Purpnse.Place. 10.4% 40 Long Alley p:518-587-8100 TC 315.2' Saratoga Springs �518-587-0180 BC 314.7' I�IY 12866 www.thelagroup.com � / 314.78� E Unauthorized alteration or addition to this TC 314.7' TW 317.5' document is a violation of Section 7209 of the BC 3�^ BW 314.8' j,-' New York State Education Law. � � � � � 315.28' � 310.45' TW 317.25' �°�� O the LA Group 2014 BW 315.1' � 31� 31� 37S FFE 310.5 x Prepared for.• 311.25' FFE 311.5 k M�� 3� � 315.4' TC 315.34' KCG Development, � 1.5%� BC 314.84' (E) ' 310 •�� LLC TS 316.7' BS 314.8' �o�o� 11555 N. Meridian St. , Suite 400 k 316.8� 2% � Carmel, IN 46032 310.3' � 310.25' � 1.8° �` TW 317.5' + 0 4/o BW 317.05' 4.5% 315.67' 1.5% cB TF=314.84 10"PVC IN� 311.3' ��3%� 4'8% + TW 317.25' za��HDPE If 315.7� 24"HDPE If 3� 311.35' o x BW 315.75' � � 1.8/% I IC 317.05' x ' �-_-_-_- _- TW 317.5' �%� o TC 315.42' 311.0' 310.7' 310.45' I `-'-`-'-`-'-`-'-'-'-'-' x-X-x _ •_._„_„_„_„_„_„_„_ 2.3a/o� gW 317.05' �%� � �°I BC 314.92'(E) i �i 1% 2.5% i I I x x \ 309.0' i 317.5' -� TW 317.25' TW 317.25 1.7% �a�o BW 315.8' BW 315.8' 309.8' i 310.0' k � TW 317.5' 2.4% 311.3' E 311.4' 311.45' 1.8% 1.0% BW 309.8' BW 317.2' X i 2.2% � -� 310.67' i 316.7' TW 317.5' � ! � � BW315.9' �� TC315.6 309.8' i � ; BC 315.1' � TW 317.5' W 317.5' � 317.0' 316.7' 316.46' 1.6% ` 315.7' \ I � �k �-� BW 316.1' B 315.8 � 312.4' 37p i � � r i i TC 312.3' � � i / 316.� BC 31�x i i / i , / i � / 316.6' .„ � i � i � � i X i / i � � 1.8% A�� i i FFE 317.5 \ TC 315.85' / � 311.2' i BC 315.35' � i , � �� - � � / j i / i i i u � BW 316.7' TC 316.1' � � r / � BC 315.6' i � i i 317.2' TW 317.9' i 3� � ! BW 316.2' Project Tit/e: TC 312.2' � ! BC311.7' , TW312.0' i 153 South X � 311.� gW311.5� � Main Plaza - Canfield Ave & South Broadwa � k � 2 Broadway �� - x; Redevelopment . �� LEGEND � - � i 153 South Broadway, �m , i - Sarato a S rin s , �0 5 0 2 4 s s �o - - PROPERTY LINE sT PROPOSED STORM DRAIN g p � g , NY 12866 � � � ! CONSTRUCTION LIMIT LINE �� PROPOSED UNDERDRAIN , � 311.5 - i Scale: 1" =30' � ! EXISTING CONTOUR w PROPOSED WATER LINE � �` � 850 MAJOR CONTOUR i j�C. � [�. � � .. � ., ��. / � ! 852 MINOR CONTOUR � i ! 850 EXISTING MAJOR CONTOUR � � w � i � � ; 85� EXISTING MINOR CONTOUR � i . � 857 PROPOSED SPOT ELEVATION , , � ,� � i , , � _ i Union Ave Delive Dro Off ProjectNo.: 2016036 1 Design: MCB Drawn: KMK Ch'k'd: MCB Date: 5/3/2018 Scale: 1"=10' Rev: Description: Date: 3 a N C � m N C W W C a N � I Q Drawing Tit/e U � c� � Gra ing 0 m a Enlargements �, � m 0 � � � o� � Planning Board # 18.xxx � �� M App I O �a o Drawing No. N �N� Z�o Approved under authority of a resolution adopted }W N J O O w\'a` by the Planning Board of the City of Saratoga Springs. Yu�U` L- . T� N m � � Chairperson �o � � �,Z o > �, acnii Date Signed: \ LEGEND I - - PROPERTY LINE � I �O SHRUBS/PERENIALS �_� The LA GR�U P __ __ __ __ __ � GROUND COVER/VINES �_� Landscape Architecture&Engineering P.C. Peaple.Purpnse.Place. + DECIDUOUS TREE � 0 40 Long Alley p:518-587-8100 Saratoga Springs �518-587-0180 � 1 5 1 5 1 21 28 11 17 4 14 13 I�IY 12866 www.thelagroup.com \ UA MA TC GT Vp am rf Jh Jh Ig rf Jh ORNAMENTAL TREE L-0 Unauthorized alteration or addition to this LAWN LAWN '�� '�� 3 document is a violation of Section 7209 of the 11 �� LAWN 7S:, LAWN New York State Education Law. PROPERTY LINE "� 4 10 10 , , . : `,' ;' ;` ' � .o =o � ;� � - • , . - ' up2 . . ` �-:-; � , o t r, , �. �g he LA Gro 014 , . . Vp �' o am o p o am .o r ,ap�� . * � � , 12 1 h � °o �-' � 14 30 0 10 20 30 .� F � . . . . �� . , 8 Ig TC CC ��;, ' .'. .' ` Z �{ Pre,oared for.• r-. F ' � �h 4 4 9 � 1 _ Rh a �� Scale: 1"=30� KCG Development 7 �� 1 Iv Iv Iv � � VP Rh �"�_ _____= Jh i � ��'�� Iv o , Vp � � � ' • . . . . . � � LLC � 16 ` 14 I I 1�NNUALS 12 1 CC PLANT LIST 11555 N. Meridian St. , Suite 400 am M M Vine Mix 1 � "� Or Rh�� SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING N � I � � Carmel, IN 46032 ��v�"' I I • uA DECIDUOUS TREES � � 30 2 GT 8 Gladitsia tricanthos v. inermis Thornless Honeylocust 2"-2 1/2"cal. B&B 5 � 3 VINE MIX 1 Fg Ca � Ha TC 6 Tillia cordata'Greenspire' Greenspire Linden 3"-3 1/2"cal. B&B + 2 5 UA 5 Ulmas americano'Valley Forge' Valley Forge American Elm 3"-3 1/2"cal. B&B 23 2 1 ANNUALS 6 1 2 1 + Hp � Pm O Sb Ha CC Ca CC Ha Ha . ORNAMENTAL TREES 11 4 F 0 0 � �h MA 11 Malus'Adirondack' Adirondack Crab Apple 1 1/2"cal. B&B o � h Ca + 310 �,_ + h i` ANNUALS 2 CC 6 Cercis canadensis Eastern Redbud 1 1/2"cal. B&B F . , . �� ' ` . 25 ' ' . + ^ � Fg I SHRUBS . a� . , � . • * ' ANNUALS Vp 10 Viburnum plicatum var.tomentosum'Maressii' Maries Doublefile Viburnum 30"-36" ht. _ �- -- --- --- ---------------------- - ------------ ----- 145 ` � � Ha 13 Hydrangea arborescens Annabelle Hydrangea 18"-24" ht. . f ac . . 3 1 2 1 4 165 � 6 Ig 2p Ilex glabra Compact Inkberry 18"-24" ht. Ha M9 Ha o M/� Ca V1NE MIX 1 0 � Pm CC Sb 31 Spirea bumalde'Anthony Waterer' Anthony Waterer Spirea 18"-24" ht. 3 ANNUALS i 8 34 ` � 16 �� Sb VINE MIX 1 ` �h Ca 54 Cornus Alba Red Twig Dogwood 18"-24" ht. QAWN i F Rh 3 Rhododendrom 'PJM' PJM Rhododendron 18"-24" ht. i 2g i Iv 24 Itea virginica'Little Henry' Yaku Princess Rhododendron 18-24"ht. i ac 2 i o 0 0 0 2 � 5 Hp 4 Hydrangea paniculata'Grandiflora' Grandiflora Hydrangea 18"-24" ht. � TC � Hp � Fg Jh 87 Juniper Horizontalis Juniper 18"-24" ht. spacing 36"oc \ 2 � i 151 ANNUALS I Fg �2 Fothergillia gardenii Dwarf Fothergillia 24"-30" ht � VINE MIX 2 UA GT i - - -- � Pm 11 Philadelphus'Mini Snowflake' Mini Snowflake Mockorange 18"-24" ht i . 4 L _ f � . 3 Or 12 Obtusifolium var. regelianum Regal Privet 18"-24" ht � MA o 0 0 0 - - F , � g PERENNIALS / GRASSES LAWN � rf 56 Rudbeckia fulgida Black-eyed Susan #2 cont. i am 57 Astilbe'Montgomery' Montgomery Meadow Sweet #2 cont. i � � � hk 74 Hemerocallis'Kwanso' Kwanso Daylilly #2 cont. spacing 24"oc O O O O M ac 199 Aster cordifolius Blue Wood Aster #2 cont. spacing 12"oc � 2 � VINES � TC i � �g 118 Campis grandiflora Chinese Trumpet Creeper #2 cont. spacing 12"oc i i pq 118 Parthenocissus quinquefolia Virginia Creeper #2 cont. spacing 12"oc i ° ° ° ° 74 II 118 Lathyrus latifolius Perennial Sweet Pea #2 cont. spacing 12"oc i hk Ih 57 Lonicera henryi Henryi Honeysuckle #2 cont. spacing 12"oc i � i ha 57 Hydrangea anomala Climbing Hydrangea #2 cont. spacing 12"oc -o i hh 61 Hedera helix English Ivy #2 cont. spacing 12"oc � � o 0 0 0 0 � � ,� 2 2 27 0o a UA GT � VINE MIX2 ProjectTit/e: � F ^� ° � I I � � � 153 South � � � �o� � � �� h VINE MI�� + ? , , � ; Broadway 26 LAWN 9 . � � Redevelopment •* Ca Ca ' �� w . � 0 � 153 South Broadway, __ _ PROPERTY LINE __ __ � Saratoga Springs, NY 12866 � ° � � � I PLANTING NOTES: 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE 25. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED VINE MIX 1: BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. CONTRACTOR,THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE BY MECHANICAL ANALYSIS(ASTM 422)AND BASED ON THE'USDA CLASSIFICATION SYSTEM' ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES,VARIETY PERIOD SPECIFIED IN THIS SECTION. MAXIMUM CLAY CONTENT SHALL BE 10%.TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE TO BE COMPRISED OF EQUAL PARTS OF THE FOLLOWING PLANTS OF TREES AND SHRUBS INDICATED,AND ROOT BALL SIZE COMPLYING WITH APPLICABLE 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR HEDERA HELIX REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK."ALL PLANTS AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE 20. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S LATHYRUS LATIFOLIUS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE COMMENCEMENT OF PLANTING. 20.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, REPRESENTATIVE,AND TOXIC MATTER HARMFUL TO PLANT GROWTH, PARTHENOCISSUS QUINGUEFOLIA LOCALITY OF THE PROJECT. PESTS,AND DISEASE; STRUCTURAL DEFECTS;AND DAMAGE RESULTING FROM CAMPIS GRANDIFLORA 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY MACHINERY OR TOOLS.ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL TOPSOIL SPECIFICATION: 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH VINE MIX 2: AND TRUNKS OR CANES IN THEIR NORMAL POSITION.TAKE CALIPER MEASUREMENTS 6 ROUGH GRADING. A HEALTHY TERMINAL LEADER(S)WITH VIABLE TERMINAL BUD(S). TREES SHALL BE Project No.: 2016036 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. GRADATION: TO BE COMPRISED OF EQUAL PARTS OF THE FOLLOWING PLANTS Design: MCB TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN 20.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, HYDRANGEA ANOMAIA Drawn: KMK Ch'k'd: MCB TIP-TO-TIP. EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. SURFACE IRREGULARITIES,WITH COVERAGE EXCEEDING 90%OVER ANY 10 SQ. FT. SIEVE% PASSING BY WEIGHT CHEMICAL ANALYSIS LATHYRUS LATIFOLIUS Date: 5/16/2017 Scale: 1"-20' AND BARE SPOTS NOT EXCEEDING 5"X5" MIN. MAX. LONICERA HENRYI 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3")OF SHREDDED BARK MULCH. MULCH #10 100 PH RANGE 5.2-7.0 PARTHENOCISSUS QUINGUEFOLIA Rev: Description: Date: SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY,APPEAR'FULL', OR SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF 21. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE,THE LANDSCAPE ARCHITECT CAMPIS GRANDIFLORA 'HEAVY'WITHIN THEIR CONTAINER,AND BE REPRESENTATIVE OF THE CONTAINER SIZE TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. #20 78 95 ORGANIC MATTER 4%-6% SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK #40 67 87 MAGNESIUM 35LB. PER AC WILL BE REJECTED. MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION,AND SHALL BE DARK BROWN IN 22. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE #60 48 78 PHOSPHORUS 75LB/AC COLOR. AND BE IN A HEALTHY,VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL #100 40 75 POTASSIUM 85LB/AC m 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS ACCEPTANCE OF PLANTING WORK,AGAINST DEFECTS INCLUDING DEATH AND #200 28 63 SOLUBLE SALTS NOT TO EXCEED � OTHERWISE NOTED ON PLANT LIST. 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. UNSATISFACTORY WORK. 500 PPM a y ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE 23. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR,AS #270 22 55 � 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY ARCHITECT/OWNER'S REPRESENTATIVE. DETERMINED BY THE LANDSCAPE ARCHITECT,ARE IN AN UNHEALTHY OR UNSIGHTLY .002 2 7 �' 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). Q PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE Drawing Tit/e � PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST,THE PLANTING PLAN SHALL PLANTING LIST. � 6. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED GOVERN. La C�d SCa pe � MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY 24. GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S"RULES FOR �' TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION.ANY PROPOSED 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE P I a n �� SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, ° OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND SUBSTANTIAL COMPLETION,AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. GERMINATION,AND MAXIMUM PERCENTAGE OF WEED SEED,AS FOLLOWS: �, CULTURE,AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. MAINTENANCE INCLUDES PRUNING,WEEDING,WATERING, FERTILIZATION,AND ° RE-SEEDING AS NECESSARY. PROPORTION GERMINATION PURITY Planning Board # 18.XXX �� 7. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT COMMON NAME BY WEIGHT MINIMUM MINIMUM j M o TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF � Drawing�Vo. o�,� OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND Y�� g THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR MAINTENANCE PERIODS.TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. CREEPING RED FESCUE 50% 85°/o 95°/o Approved under authority of a resolution adopted }�o W N J� ° SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT OR CHEWINGS FESCUE by the Planning Board of the City of Saratoga Springs. a`�a DEFECTS,AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME 18. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN L-04 Yu�U` m� � DURIN G PR O GRE S S OF W ORK. C ONTRA CT OR SHALL REM OVE REJE CTED TREE S OR W R I T I N G T H A T T H E L A N D S C A P E A R C H I T E C T F O R M A L L Y I N S P E C T T H E P L A N T I N G W O R K. I F KENTUCKY BLUEGRASS 25% 85% 90% C hairperson °�Z SHRUBS IMMEDIATELY FROM PROJECT SITE. PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT o > � a`�`� WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. o 0 o Date Signed: PERENNIAL RYE 25/0 90/0 90/o TOP COURSE- NYSDOTITEM NOTES: 2"X4"WOOD FRAME STAKE + + + + + + + + BURIED 402.098302-9.5F3 H.M.A., 80 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, � + + + + + + + FABRIC SERIES COMPACTION DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC + + + + + + + + FABRIC + + + + + + + + VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON 8 MIN. � � �� ++++++++++++++++ _ TACK COAT- NYSDOT ITEM ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY The LA G ROU P � + + + + + + + + 407-0102 DILUTED REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO � i I + + + + + + + + z v� CARRY DESIGN LOADING. � Q 0 e Landscape Architecture&Engineering P.C. � � i�- I I I I I � � + + + + + + + + _ O W w ° O O. ".O .•' �° ': - I I-I I I-I I I-I I I-I I I I I I � o � � o O ° BINDER COURSE-NYSDOT ITEM 2• TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN STAPLES � �, \ z I- °a � � � � ...:° � 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. PeopCe.Purpose.PCace. � � ��-��-��-��-�� 402.198902- 19F9 H.M.A., 80 (2 PER BALE) WOOD OR METAL STAKES , �,, I I-I I I-I I I-I I I-I I I-I I I� w � �w ° ° ° � SERIES COMPACTION PG 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR �� , I I a o 00 � � ° � CORE SAMPLES TO VERIFY PAVEMENT THICKNESS.ALL TESTING 40 Long Alley p: 518-587-8100 a a a a � STRAW BALE (2 PER BALE) / - �I��-��-��-��- � -�,: e BINDER(LIQUID ASPHALT) Saratoga Springs �518-587-0180 = I-I I I-I I I-I I I-� I I I I I I I I I `n o o. GRADE SHALL BE PG-64-22 SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE 10 MIL PLASTIC / ' -I I I � � � � °° ° � .rJ:. ' �� eQ�. o°��e�� I�fY 12866 www.thelagroup.com /��/� PAID BY THE CONTRACTOR. 0 o LINING \//\//\//\//\//\//\// 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO BU RI ED 8 ��j��j��j��j��j�\/��j�� FABRIC � a /�\�/�\�/�\�/�\�/�\�/�\�/�\�/ COMPACTED GRAVEL- COMMENCING PAVING OPERATIONS. Unauthorized alteration or addition to this �%%�%�%�%�%�%�% NYSDOT TYPE 2 (SECT. document is a violation of Section 7209 of the z � � a %\�/�\�%\�%\�%\�%\�%\�/ 304 COMPACTED TO 95% New York State Education Law. � �\�\�\�\�\/\/\/ STANDARD PROCTOR \�\�\�\�\�\� \� / / / / / / / / �/�\/�\/�\/�\/��/�� CONSTRUCTION SPECIFICATIONS: /\/\/\/\/\/\/\ � � 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. ��\��\��\��\��\�;�\�;�\�, PAVEMENT TOP BINDER GRAVEL ESAL �O the LA Group 2014 10 MIL PLASTIC NOTE: TYPE COURSE COURSE COURSE LEVEL LINING 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. SUBGRADE-COMPACTED TO � � 1. WASHOUT AREA SHALL BE SIZED BY THE 3.STAKE MATERIALS WILL BE STANDARD 2"X 4"WOOD OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. 90% STANDARD PROCTOR PARKING �_��2„ 2„ $„ <0.3 Preparedfor.� 4. SPACES STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE CONTRACTOR TO ADEQUATELY CONTAIN LOT MILLION + STRAWBALES STAKED CONCRETE CLEANOUT. BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. KCG DeVe I O p I�Y�e I1 l� 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACK-FILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES a a a a a a INTO GROUND 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT AND FRAME. STANDARD 1-1/2" 3" 12" �0'3 L LC THE BOTTOM AND 2 FEET DEEP. 6.A 2"X4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. ROADWAY MILLION INLET PROTECTION - FINISHED LAWN AREAS 11555 N. Meridian St. , Suite400 CONCRETE WASHOUT 4 ASPHALT PAVEMENT Carmel, IN 46032 1 SCALE: NTS SCALE: NTS 7 SCALE:NTS INLET GRATE NOTES: 1. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 PROPOSED PAVING EXISTING PAVING LBS.,A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR KEYED PAVEMENT TO BE FLUSH WITH CONSTRUCTION SPECIFICATIONS: STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES TOP COURSE EXISTING PAVEMENT TO REMAIN 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD NOT PASSING A N0.40 SIEVE. � 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF 2. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF BINDER COURSE � � 1-/2" MINIMUM DEEP KEY CONCRETE EQUIVALENT. PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE STEEL FRAME FOR BAG EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN � , � ,� , INTO EXISTING PAVEMENT 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE PERMITTED. REMOVAL FROM INLET FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING THE �� %'%'%'�'% %'%'�'% � LOT WHERE A 30 FOOT MIN.WOULD APPLY. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED.A SUPPLY SHALL BE o��, o0 0 @�o00 3. THICKNESS-NOT LESS THAN SIX(6) INCHES. PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC MAINTAINED ON SITE FOR REPLACEMENT OF BAGS.ALL NEEDED REPAIRS SHALL BE ° � �� o CJo D �O o � o O O � � ��o 0 0�0�a`�o 0 0�0 4. WIDTH-TWELVE(12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. �, : "" """� """"'"`"""�"" �""" INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT oa o o �o pp o �o WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. ogoa00000 0 000�00 0� COMPACTED BASE MATERIAL GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED ;- � �o � COMPACTED SUBGRADE PLACING OF STONE. SEDIMENT TRAPPING DEVICE. PAV E M E N T KEY 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE c� Q PROVIDED AFTER EACH RAIN EVENT. v SCALE:NTS 4' EDGE OF EXISTING ROADWAY � � `" � ' � " c'�o�V v��o ' � " ��" �� BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR � �Q � ��o��c�o o � o �'o � ��o �� TO WALK p TO WALK �oo � � o�o � o�i o00 � � o � ��o 0 o�g oS a�ogo�o 0 0�0 o�o��c - • � _ . � 6"CONCRETE-SEE 4"CONCRETE-SEE _ �oor�� oo�� oo a � ooa��o o � .� ° .� o .. CONCRETE SPECIFICATIONS � ° . .a o v�CONCRETE SPECIFICATIONS �oo�`" Q��a �$�� o��"� � � � � �' ' 6"X 6" NO 6 WOVEN WIRE 0 a �� ' 6"X 6" NO 6 WOVEN WIRE o � � � ��o o� �� ° � � ° ° MESH EXCEPT A.O.B.E. � • °• °. o MESH EXCEPT A.O.B.E. �o � oo � oo a�oo o Q . � �8�� 8��8�� Q � �� '� /��%��%��%��% 6"GRANULAR SUBBASE COURSE NYS O� ' � ' 8"GRANULAR SUBBASE COURSE NYS J'�� ' �Oqs,� 010000 �ooQo p o �� 800 0 � O o o - - ��\��\�� °. .�:.• .. '.�.• o��b n r,c��r, n o �r�n„ � � � � � ,o - o 0o j oc \ \ \ DOT SECT. 304,TYPE 4 COMPACTED � � � � DOT SECT. 304, TYPE 4 COMPACTED . /\�/\�/\�/\�/ o �/�\/�\/�\/�\/ o /\\//\\//\\//\\//\\ TO 95/o STANDARD PROCTOR ��\�� TO 95/o STANDARD PROCTOR - ////////////// - SU�BGRADE COMPACTED TO ��j��j��j��j�� S UBGRADE COMPACTED TO 90/o STANDARD PROCTOR 90/o STANDARD PROCTOR 50'-0" ISOMETRIC VIEW INSTALLATION DETAIL NOTES: NOTES: 12"THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 STONE MATERIAL EXPANSION JOINT SPACING-20'-25'O.C. EXPANSION JOINT SPACING-20'-25'O.C. OVER COMPACTED SUBGRADE I N L ET P ROTE CT I O N - F I N I S H E D PAV E D AREAS CONTROL JOINT SPACING - 5'O.C. CONTROL JOINT SPACING- 5'O.C. NOMINAL CROSS SLOPE- 1/8"TO 1/4" PER FOOT(MAX. SLOPE 1:50 TYP.) NOMINAL CROSS SLOPE- 1/8"TO 1/4" PER FOOT(MAX. SLOPE 1:50 TYP.) STAB I L I ZE D CO N STRU CT I O N E N TRAN C E � sCALE:NTS TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF 2 THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO SCALE:NTS SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO MIN. OR AS ORDERED BY CITY ENGINEER BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 TYPE 2 TYPICAL PEDESTRIAN TRAFFIC LOADING VEHICLE TRAFFIC LOADING 10' MAX. �TO� 36" MIN. FENCE POST ACROSS DRIVEWAYS MAX. 2 36" MIN., 2" HARDWOOD FENCE POSTS, GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN � � � � DRIVEN MIN. 16" INTO GROUND SARATOGA SPRINGS RIGHT OF WAYS: SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: Pro�ect Title.� `�' `�' `�' `�' `�' `�' 1.)SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE 1.)ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A 15 3 S o u t h z PROPERTY LINE. PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE � � � � � � � w w FILTER FABRIC � 2.)SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. COUNTY COMM. OF PUBLIC WORKS. B rOa d Way � � � � � � � � � � _ � � � N 3.)SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 2.)SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR � � � � � � � � � � � �° - � � Redevelopment ?' `� J FLOW 8(MIN.) FROM THE EDGE OF SHOULDER. �, �, �, �, �, �, �, �, �, �, �, �, � Q = � 3.)SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE � c� WITH DRAINAGE. � � � � � � � � � � � � � m > � - z 153 South Broadway, � � � � � � � � � � � � � � � 0 0° `° � z CITY OF SARATOGA SPRINGS N � � Saratoga Springs, NY 12866 _ _ _ _ � CONCRETE SPECIFICATIONS OF THE PLANNING BOARD � EMBED FILTER CLOTH THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO F�'�� F�� MIN. 6" INTO GROUND CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH FILTER FABRIC; FASTENED SECURELY MINIMUM SPECIFICATIONS. CLIMATE AND WEATHER CONDITIONS. PERSPECTIVE VIEW TO FENCE POSTS W/STAPLES SECTION ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL CONSTRUCTION SPECIFICATIONS: SHALL MEET OR EXCEED THESE COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE"NEW YORK NOTES: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS OR HARDWOOD. CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE CONSTRUCTION AND MATERIALS", 1985. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S 2• FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. FENCE SHALL BE AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1)A LOW REPRESENTATIVE PRIOR TO INITIATING WORK. WOVEN WIRE 6' MAXIMUM MESH OPENING. WATER-CEMENT RATIO (MAXIMUM 0.46), (2)A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BE LESS,*(3)A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD. 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. SURFACE, (5)ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. FOOT OR MORE, (6)A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND Project No.: 2016036 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. DEGREES F, (7)A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. Design: CMI DAYS,AND (8)A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF Drawn: KMK Ch'k'd: MCB TEMPORARY STOCKPILE SILT FENCE CONCRETE PAVEMENT ON GRADE Date: 10/05/17 Scale: NTS 3 SCALE:NTS � SCALE:NTS V SCALE:NTS Rev: Description: Date: 3 a � m O N � OI � J Q Drawinq Tit/e U � M O � O N m a Site Details � �� m 0 m m 0 m Planning Board # 18.xxx � � o' Approval �a o Drawing No. °�� Approved under authority of a resolution adopted Z�o '�" by the Planning Board of the City of Saratoga Springs. w� � ��'a Y�nU` m m E Chairperson • aom � �,Z a cn ii Date Signed: TURF HEAVY BROOM CONCRETE SIDEWALK 1/4" REVEAL (MAX.) ,, " NOTES DE K 1/4 RE DE "� IS ( Y ) FINI H � 'ONCRETE SIDEWAL TECTABLE HEAVY BROOM -��.�" � �' "� " ... ; 'f4 . TT XT URE VE6"CU B) WARNING �u�`a""�'�a w� FIN H T P. � � � ' . - � - w. _'�� '�'�` fi``.'z�' • �` ,�`��. f r i �` +�� 1. CONTRACTOR SHOULD PROVIDE 6'X6' MOCK PANEL TO BE '' �� ===` � � nr� � r. '." TRANSITION CURB WARNING �,�� __;;;,"' _`"=;'<;;;; _==_ (TYP.) f`� :� �� f --- - -�� '��,��-L. INSPECTED AND APPROVED BY OWNER OR OWNERS 5 0 ,,, �"`�'=�� , 6� M,N. Th e LA G ROU P �:.� "' � i� ' , „ ,,� %rt , „ , 3'TRANSITION REPRESENTATIVE �, 6 MIN. � r''..�- �, ' ^'� ` �� 3'TRANSITION CURB �'""�� CURB �s=- N11 Landscape Architecture @.Engineering P.C. < `' R Y�� .�i r 3'TRANSITION �-' 2. COLOR AND TEXTURE TO BE COORDINATED WITH CURB People.Pur ase.Place. ` ;.r_-�-�';�� .��. 1' ��_'=::. .. o 0 ��'`. '. �'•�`' -� d:� BUILDING ARCHITECT PRIOR TO MOCK UP PANEL BEING p � , .,: ,f�`.: � ✓,a'� �. .; ;�, �� `� -'� �� CONSTRUCTED. ' '�° � � � � 40 Long Alley p: 518-587-8100 � � ��-��4��` � �F'� �� - �� -�� P E D E S TR I A N C U R B R A M P - TYP E 1 P E D E S TR I A N C U R B R A M P - TYP E 2 Saratoga Springs �518-587-0180 ,�`� .�'` f:-: � - .- ._ 1. . {.. � •� `"'��*-'"� F ` �`',- '�-` � 3. COLOR AND TEXTURE TO BE ACHIEVED BY COLORED _ NY 12866 www.thelagroup.com NEW BRICK-HERRINGBONE ASHLER STONE- RANDOM HARDENERS, IMPRINT TOOLS, POWDER ANTIQUING AND I I I I I I I I- -I I I I I A T G R A S S S TR I P N.T.S. C R 0 S S W A L K N.T.S. SEALING. I Unauthorized alteration or addition to this SECTION document is a violation of Section 7209 of the N�TE: New York State Education Law. MAX SLOPE IN MAIN RAMP MEASURED PERPENDICULAR TO CURB SHALL BE 1:12. O the�A Group 2014 CONCRETE STAMPING CURB END TRANSITION PEDESTRIAN CURB RAMP Prepared for.� SCALE: NTS � SCALE: NTS SCALE: NTS KCG Development, � *CROSSWALK TO MEET L LC JOINT SEALANT PER SPEC. DRIVE EDGE AT FLUSH CURg. 11555 N. Meridian St. , Suite 400 6 x 6-W6.0 x W6.0 WELDED WIRE � � SAWCUT JOINT WHERE 5�_g° Carmel, IN 46032 FABRIC WITH 12" MIN. LAP SHOWN ON PLANS SPLICES &3" BOTTOM 4 a '� z °� a CLEARANCE � � a a 6 x 6 -W6.0 x W6.0 WELDED � a � — —a � - - WIRE FABRIC WITH 12" MIN. � w a o � PREMOLDED EXPANSION a ° � LAP SPLICES &3" BOTTOM '� � JOINT FILLER CLEARANCE v z � �/2"JOINT �/s"JOINT TOOLED JOINT 5'O.C. OR AS SHOWN - ON PLANS&OTHER DETAILS OR TO 6�"� �o" � EXPANSION JOINT EXPANSION JOINTS TO OCCUR 20'O.C. CONTROL JOINT MATCH EXIST. SCORE JOINTS. NOTES: MAX OR AS SHOWN ON PLANS&AT TOOLING SHALL ALSO OCCUR AROUND ALL CURBS,WALLS, PIERS&WHERE ENTIRE PERIMETER OF CONCRETE OBLIQUE 1.ANCHORED BY(2)3/4"STEEL RODS, 18" LONG SECTION SHOWN ON PLANS OR OTHER DETAILS. PAVEMENT. 2. REINFORCED BY 4-3/8" DEFORMED#3 BARS 3.WEIGHT,APPROX. 275 LBS. o0 CONCRETE PVMT. EXPANSION/SCORE JOINT CONCRETE WHEEL STOP PEDESTRIAN CROSSWALK 2 SCALE: NTS � SCALE: NTS 1 O SCALE: NTS � � � NOTE: a MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING � CONCRETE APRON SEE a � AND/OR STRIPED AREA SHALL NOT EXCEED 1:50(2%) CONCRETE SIDEWALK&APRON TYPE 1 AT CONCRETE SPECIFICATIONS �,- � � a �� NON-VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE � � ^ TRAFFIC AREAS TURF �—ALIGN EDGE OF PAVEMENT WITH CENTER CONCRETE WHEEL STOPS WITHIN PARKING SPACE a TAPER CURB �N 6"CONCRETE ° LIMIT OF ACCESSIBLE PARKING � v a 5'WIDE STONE DUST C�RB � a � (AS NECESSARY) ��p a � PATH � FREE STANDING"NO PARKING"SIGN TO FREE STANDING VAN ACCESSIBLE SIGN TO MEET ANSI STDS. 4"STONE DUST(CRUSHER FINES) EXPANSION JOINT(TYP.) �� ' �N MEET ANSI STDS. (12X18" MIN. SIZE. 4'0" MIN. (4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN COMPACT TO 90% STANDARD PROCTOR FULL DEPTH OF PAVEMENT MOUNTING HEIGHT AT BOTTOM OF SIGN). < SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. TRANSITION CURB " � NYSDOT SEPARATION FABRIC , G BOTH SIDES ' (MIRAFI 160N) RADIUS 5 �N�N u��, 22 pP 1-1/2" REVEAL _ � a M�N' � C� �,}'� �, STREET� COMPACTED SUBGRADE S �� M/N. WARPED PAVEMENT AREA (TYP. BOTH SIDES) NOTE: PROVIDE 1 ACCESSIBLE SPACE IN EVERY 25 PARKING SPACES UP TO STONE DUST PATH DETAIL DROP CURB AT PARKING GARAGE EVERYSPACESOV RC 00. 3 N.T.S I SCALE: NTS (AS PER N.Y.S. BLDG. CODE). NOTE: PROVIDE CLEAN SQUARE O O O EXPANSION JOINTS SPACED CORNER WHERE BITUMINOUS Pro�ectTit/e.� FINISH ALONG CURB 10' O.C. MAX. 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TYP. ��/� � c�� o /�/�/�/,�/�/, �� TO 95/o STANDARD - (/ GRAVEL BASE B B � � � �,��j�� j///��j�� PROCTOR '� � I I I I I I I I I I I I �I I I� NYSDOT SECT. 304, O O O O O O O SECTION A-A DOME �� SUBGRADE � � TYPE 2 DOME O O O O O O O 1'-5" �--��l-�—T--��m/°"'�� FULL CURB AT LAWN COMPACTED TO 90% 6" 6" 6" OO OO OO OO OO OO - STANDARD PROCTOR FLUSH CURB IN PAVING A 1'-0" CONCRETE 3/4" PREMOLDED 10/16"Q�HOLE THROUGH SIDEWALK EXPANSION JOINT INTERNAL EMBEDMENT EMBEDMENT FLANGES(2 PLAN-TILE FLANGE AT 3"C/C PER FLANGE) FINISHED 6" 1/4" RADIUS 110° 'n�,, Project No.: 2016036 GRADE � SECTION B-B Design: CMI PAVEMENT O Drawn: KMK Ch'k'd: MCB o�Q �p _ o0 0000000 � �O ° Zo 0 0 0 0 0 o NOTES: N o Date: 10/05/17 Scale: NTS ��, � �� o p ooa o 0 0 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS _ q, � o�o o a POURED-IN-PLACE Rev: Descri tion: Date: ao °�� oc%��o ° CONCRETE CURB SEE o �°� a a a o o SPECIFICATIONS. � � p '� � � o �° ° o "�°° °' CONCRETE �o 0 0 0 0 0 0 0 0 2. 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STANDARD PROCTOR PERMISSIBLE UNDER SECTION 103 WHEREAS THE J �'��` SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND � FULL CURB AT SIDEWALK SIGNIFIES ACCESSIBILITY. DrawinqTitle � � 0 � 0 � 6" CONCRETE CURB DETECTABLE WARNING ACCESSIBLE PARKING Site Details � 4 �, � SCALE: NTS SCALE: NTS SCALE: NTS m 0 � � o� � Planning Board # 18.xxx � o' Approval �a o Drawing No. °�� Approved under authority of a resolution adopted Z�s �o o by the Planning Board of the City of Saratoga Springs. w\'a` Yu�U` m� � Chairperson • �o � � �,Z acnii Date Signed: � The LA GROUP Landscape Architecture @.Engineering P.C. People.Purpase.Pl�ce. 40 Long Alley p: 518-587-8100 Saratoga Springs �518-587-0180 NY 12866 www.thelagroup.com w 0 U 4' HT DECORATIVE RAIL TO MATCH �r Unauthorized alteration or addition to this � ARCHITECTURE - � document is a violation of Section 7209 of the (� � � J� New York State Education Law. 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STAIR \/\/\/ o a�a a o ° i ~° �� o � o i a i FOOTING, GRADING PLAN. 3': . o , � � � - .' ° � 4 i° TYP. � a /�//�//�/ M � o i �� o i a DRAINAGE STONE WRAPPED \ /� ��%��\/�\ — I d a —I � a IN FILTER FABRIC �/�\�/� 1'-3' �\�/�\�/�` � I=I I I=— � ° i I I—I I I i i j\/ /\//\//\, _ THICKENED = — — —I I I � � —I I I—I I I—I I I `�� ° �° \ • • �� V��V��V� EDGE, TYP. � � � � � � � � °i a i° i i ��s wi�o�� HooK �, � �ij�ij� I I ;aa , o � I 1=1 I 1=1 I 1=1 I I- , ; � � @ 12"O.C. � ' �V�jA I I I I I � i o � � � �—� � �—� � �—� � �—� I I i a a i I I I 2"X 4" KEYWAY � . � j//�//� i° �4 — � � � �_� � �_� � �_� � �_� � � ba q � � ,��`��`� o , III b � III—III III—III—III—III—III III �3�#5's a i��ii��i��i� _ I I � ; a°a ; I 1=1 I I I 1=1 I 1=1 I 1=1 I 1=1 I I— I I " �� o ° o �� f I I I I ; ; ° � I I 1=1 I I I I 1=1 I 1=1 I 1=1 I 1=1 I I '��,_o„' ' ' ' ' ' �A/�A�� I a � � �—� � � � �—� � �—� � �—� � �� TYP. Pro�ectTit/e.• /��/� I I I ; a , I I I—I I I I I I—I I I ,I I � � �� p d I I-1 I I I I I I I, � ' 15 3 S O u t h #4 @ z4��o.c. ��i i��i��i��i��i��i��i�� i�� i��i�� I I I I I � I I 1=1 I I I I I— II—III ' ' Broadway � � � " " ' " ' " ' ' Redevelo ment 6�� 2�_3�� 6�� p CONCRETE RETAINING WALL AND BENCH CONCRETE STEPS AND HAND RAIL 153 South Broadway, 2 SCALE: NTS 4 sCALE: NTS Saratoga Springs, NY 12866 8' MAX. CENTER ON POSTS 4'-5" 4'HIGH COMMERCIAL GRADE CENTER ON POSTS 3/4"SQUARE ALUMINUM FENCE,SPECRAIL INTERLOCKING FENCE PANEL .875"X 6"SLATS, TYP. PICKET S3-ESSEX PYRAMID CAP, TYP. 4'-0" 1.5"X 5.5"TOP RAIL, TYP. � NOTE:ALL Project No.: 2016036 COMPONENTS PVC Design: CMI 0o Drawn: KMK Ch'k'd: MCB v o Date: 10/05/17 Scale: NTS � Rev: Description: Date: � 5"X 5" `° FRAME/POSTS - - - � � - � - - - TYP. . � " � . • . , . . FINISH GRADE 3 � . , . .. ' . . - . .., N 'o _ . . �+ N .' .'�,- . ..�,' • � • • • • . - '� N ' • s F , � I 1=1 I 1=1 I I I 1=1 i 1=1 I 1=1 I 1=1 I I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=� i i i i i i i i i i i i i i i i i i i i i N ' - — O � ' . , � � ' �.IIII II 11 .III- :IIII N , � � . ... _i 1.5 X 5.5 , METAL REINFORCEMENT _i i � o iliiiil CHANNEL INCLUDED IN BOTTOM RAIL,TYP._ ��= _ _ J ��II ��III IIIIIIII _III_ Q � ii UNDISTURBEDSUBGRADE, ,ii,i iTii� �iii� DrawinqTitle � �=i TYP. i=i mII' i-i!i SLOPE TOP S/TOON ALLEPOS�TS YP. ---- �I' - _ � i- ��i � ��i =iii=lli ��ii_ c � 4 , -1I1,-1 , -1I1,-1I1- a Site Details �'' 1'-0" m GATE 0 � � �' Plannin Board # 18.xxx � DECORATIVE RAIL MOUNTED IN CONCRETE WALL PRIVACY FENCE & GATE g � � SCALE: NTS � SCALE: NTS Approval �a o Drawing No. °�� Approved under authority of a resolution adopted Z�s �o o by the Planning Board of the City of Saratoga Springs. w\'a` Yu�U` m� � L- 5. Chairperson �o � � �,Z acnii Date Signed: PRS�l0 P�O, DRAWER 330 - DUNKIRK, MD 20754 USA CONCRETE DOME CAP �� ][�[]� �][��[,��o �� TOLL FREE, (800) 368-2573 (USA&CANADA) � hqaraajacturersofQuality5stegurniandngsairue1962- TEL (301) 855-6300 - FAX (410) 257�7579 COPVRIGHT 2009 VICTOR STANLEV, INC, ALL RIGHTS RESERVED PRODUCTIONSERIEST�� CONTOURED WOOD SLAT BENCH IVEB SITE; HTTP,II�N,VICTORSTANLEV,COM 6"SCH.40 IRON PIPE FILLED W/ SHOVIN; STANDARD 6•FOOT LENGTH 300o PSI CLASS A CONCRETE REV, 6117109 DRAWN L,D,L, 2008-604 �' NOTE TREE SHALL BEAR SAME RELATIONSHIP TO FINISH Th e LA G ROU P M ' 26�518" � �,, GRADE AS IN THE NURSERY. SLOPE FOR DRAINAGE AVAILABLE OPTIONS; , �� • THIN BRANCHES&FOLIAGE AS DIRECTED WHILE Landscape Architecture&Engineering P.C. WHITE REFLECTIVE (10) 2" x 3° (NOP�INRL) SLATS POIVDER COATING �� l � ;•- RETAINING NORMAL SHAPE OF TREE. NEVER CUT A PeopCe.Purpose.PCace. � SHEETING M ,�INCLU�ING TOEORAL RANGOI�COLORS / LEADER. 40 Lon Alle 518-587-8100 � a � SLAT TVPES . • TREE SHALL BE PLUMB &STRAIGHT. g y p� a - WOODS; PHILIPPINE MAHOGANV AND IPE, G Saratoga Springs �518-587-0180 a 3000 PSI CLASS A PAINT BOLLARDS HIGH VISIBILITY � � ATTACH 1/8��GALV. STEEL CABLE TO STAKE. I�IY 12866 www.thelagroup.com a CONCRETE FLUORESCENT YELLOW-GREEN � RECVCLED PLASTIC SLATS �` NOTCH STAKE TO RECEIVE CABLE. ENCASE , SEAT � COLORS; GRAV, MAPLE, CHERRV, RND WRLNUT � ' � WIRE AROUND TRUNK IN REINFORCED RUBBER dd a � HEIGHT � (NOT AVAILABLE IN 8' LENGTH) � HOSE ABOVE FIRST BRANCH. SECURE ALL Unauthorized alteration or addition to this a INTERMEDIATE&CENTER AR�4RESTS document is a violation of Section 7209 of the a ENDS OF CABLE WITH GALV. CLAMPS. � a PROVIDE 5'CLEARANCE BETWEEN 4', 6�, &6� AVAILABLE WITH OPTIONAL ARMRESTS - � New York State Education Law. q ° BOLLARD AND BUILDING ACCESS I 24-1�4" I LENGTHS -�-� �� `"` 4"GALV. TURNBUCKLE EA. CABLE � ° a a STANDARD 4' a ° STRIPING DETAIL STANDARD 6' LENGTH SHOVIN '' � 3"fl�x 8'CEDAR STAKES, 3 PER TREE. STAKES � �O the LA Group 2014 �a STRNDARD 8' 2,_�„ � TO BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT � CLEARANCE FOR 112" TYP. ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. Preparedfor.� ° DO NOT SEAL PIPE BOTTOM 1-718" TUBULAR STEEL RNCHOR BOLTS NOTES, � CROSS I�EP�BERS 1, DRAWINGS NOT TO SCALE, DO NOT SCALE DRAIVINGS, NEATLY WRAP ALL DECIDUOUS TRUNKS ; KCG Deve I o p m e nt � ° a 2, ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, F.G. TO A HEIGHT OF THE SECOND LOWEST i _ ' PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLV POWDER�COATED IVITH , ,,, BRANCH (FALL PLANTING ONLY) + � � . ,,,,, , ,,,,, ,,,,, „ L LC CRUSHED GRAVEL 72�114" T,G,I,C, POLYESTER PO�DER CORTINGS, PRODUCTS ARE FULLY CLERNED RND � 3" HT. PLANTING MIX SAUCER NYSDOT TYPE 2 PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND o '� BUILD COATING FILM, COATED PARTS ARE THEN FULLV CURED TO COATING - - 3" DEPTH PINE BARK MULCH; 11555 N. Meridian St. , Suite 400 WANUFACTURER'S SPECIFICATIONS, THE THICKNESS OF THE RESULTING PULL MULCH AWAY FROM TRUNK. Carmel, IN 46032 18"MIN. FINISH AVERAGES 8-10 NIILS (200-250 P�ICRONS�, AMENDED PLANTING MIX, COMPACTED � 3, IT IS NOT RECOM�4ENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN - � CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK � PI PE BOLLARD PLACE, THIS VICTOR STANLEV, INC, PRODUCT MUST BE PERMANENTLV AFTER BACKFILLING BUT BEFORE MULCHING. DO 1 AFFIXED TO THE GROUND, CONSULT VOUR LOCAL CODES FOR REGULATIONS, NOT REMOVE BURLAP. SCALE: NTS 4, ANCHOR eOLTS NOT PROVIDED BV VICTOR STANLEV, INC, NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% BOLLARD LIGHT AS PER 5, FOR HIGH SALT RBUSIVE CLIMATES, HOT DIP GRLVRNIZING BEFORE SPECIFICATIONS 114" x 2" POVIDER COATING IS AVAILABLE, SEE WRITTEN SPECIFICATIONS FOR UNDISTURBED SUBGRADE SOLID STEEL BRACING DETAILS, 71-114" CENTER-TO-CENTER 6, ALL SPECIFICATIONS ARE SUBJECT TO CHANGE, CONTACT MANUFACTURER I I FOR �ETAILS, CONCRETE BASE TO BE ANCHOR AS PER 7, THIS PRODUCT IS SHIPPED PARTIALLV UNASSEMBLED, FLUSH IN ALL SIDEWALK MANUFACTURER'S AREASPROVIDEEXPANSION RECOMMENDATIONS VICTOR STANLEY BENCH DECIDUOUS TREE PLANTING JOINT. — 1"CHAMFER IN ALL LAWN � sCALE: NTS � sCALE: NTS FINISHED GRADE OR PLANT BED AREAS SIDEWALK AREAS FINISHED GRADE NOTES: LAWN AREAS • TREE SHALL BEAR SAME RELATIONSHIP TO ° 2 3/8" a ° � i I I I I I I 88" FINISH GRADE AS IN THE NURSERY. - - a ��_I I I I I I rh� �' • NEVER CUT A LEADER. � I I I I I I I °° a ° I I I I I ��^ • TREE SHALL BE PLUMB&STRAIGHT. a - REMOVE SONOTUBE TO A Y?-`� `�' INSTALL 3 GUYS PER TREE EQUALLY SPACED G° _ - M I N I M U M D E P T H O F 6" � � BELOW PROPOSED FINISHED ` � �� = I � � G R A D E g ��2�� ti � � A R O U N D R O O T B A L L. A T T A C H 1/8 G A L V. S T E E L - Q d � � ° I I t „ , CABLES @ 2/3 HEIGHT OF TREE. PROVIDE - � . REINFORCED RUBBER HOSE TO ENCASE CABLE _ � a d I�I I I� CONDUIT, BY OTHERS � _ 4"HOLE � � � AROUND TRUNK. SECURE ALL ENDS OF CABLE � _ � � . � a SEE SPECIFICATIONS � W/GALV. CLAMPS. = ° a � I II I I ` y , � � 4"GALV.TURNBUCKLE EA. CABLE _ I I I ° a a a - ANCHOR BOLTS AS PER _ -. . _ ° II _ MANUFACTURER'S 5" � �, r , r -� _ � ° = RECOMMENDATION o � �� ' - I I ° a � a = SURFACE MOUNT <<- I = F.G -� � X 2- EDAR TAKE PER TREE _ I I a a _,� � 3 � 0 C S S, 3 , 1 � 7� , „ � - POURED CONCRETE BASE EMBED MOUNT CORE DRILLED MOUNT IN EXISTING CONCRETE DRIVEN IN AT A 25 ANGLE; STAKES TO BE - d Q I I I ' FRONT VIEW -� \ I I a 3000 PSI TYP. OUTSIDE OF TREE PIT. a - \ I I I- ,,,,,,,,, ,,. :.,,,,,,,,,,,,,, 0 0 o I I NOTES: '=-'iL Ti=iT_i iii== 3" HT. PLANTING MIX SAUCER �� d 6"COMPACTED GRAVEL BASE 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ' T��Tii -T� ,� 3�� DEPTH PINE BARK MULCH; � � 0 0 — 2. DO NOT SCALE DRAWING. -- ��- -' � - _ — _ �vvvvvv�� iTi- PULL MULCH AWAY FROM TRUNK. I I = � �i�i�i�i�i�i�i% — - - 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN = �� - �!�-�!i AMENDED PLANTING MIX, COMPACTED � � �� COMPACTED SUBGRADE �, ��iTi-iTi-iTi-iTi-iTi-iTi-iTi__iTi-i iTi- � PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. � �� CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK GROUND ROD,AS PER 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AFTER BACKFILLING BUT BEFORE MULCHING. DO MANUFACTURER'S AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. NOT REMOVE BURLAP. 2'-0" DIA. RECOMMENDATION 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% REFERENCE NUMBER 4238-014. UNDISTURBED SUBGRADE Pro�ect Title.• BOLLARD FOOTING BIKE RACK EVERGREEN TREE PLANTING 153 South 2 SCALE: NTS � SCALE: NTS � SCALE:NTS Broadway NOTES: 0 0 CAST ALUMINUM FINIAL AND ROOF SEE NOTES �� • SPACE SHRUBS AS Red eve I o p m e nt 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE SAME FINISH AS POLE LETTER APPROX. SIZE M.U.T.C.D. '' ""; INDICATED ON PLANS SEE NOTES FOR TExT s�zE TYPE oF SIGN No. `'�4w. w � ° 153 South Broadwa COORDINATED WITH THE CITY ELECTRICIAN AND SPECIFICATIONS �''' �'r`'��^' y� DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 4ARC22T5-MDL03 LED: 64 WATf 2200 COLOR W�, . � �c,,,� '� 3" DEEP MULCH Saratoga Springs, NY 12866 TEMPERATURE,TYPE 5 DISTRIBUTION, 120-277 STOP A STO P SEE 30"x30" RI-IC o �"�' � 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR VOLT DIMMABLE DRIVER M.U.T.C.D. 6.25 S.F. ° � ° 3" HT. PLANTING MIX SAUCER PAYING CONNECTION CHARGES FROM NATIONAL GRID. 3" FG. w 4 0° � � THE CITY OF SARATOGA SPRINGS TAKES OVER THE ACRYLIC ACORN LENS ;,-- - I II I I- Reseaveo - - , - ��I I I� CUT AND REMOVE BURLAP FROM LIGHT ONCE CONNECTED. P,wKiNc �� --- 5T TWIST LOCK FITTER B SEE 12 xl8 P4-6C y „ I I TOP 1/3 OF ROOT BALL QD a M.U.T.C.D. 3.00 S.F. I I I=II � ` 6 ,I I1= 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND � MIN. � BETWEEN BASES USE 2"SCHEDULE 40 PVC DRIVER COMPARTMENT � � NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS ELECTRONIC PHOTOCELL O I�R�I�� SEE � AMENDED BACKFILL WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: (STREET SIDE) w GALVANIZED POST&BREAKAWAY C T��E M.U.T.C.D. 12"xl8" P-I-I - - - THHN COPPER STRANDED NUMBER 6 COLORED RED, cn HARDWARE APPROVED BY CITY SCARIFY SUBSOIL WHITE,AND GREEN. LIGHTS ARE WIRED 120 VOLTS. TRAFFIC DEPARTMENT � TO MIN.4" DEPTH PROVIDE A SEPARATE HANDHOLE, SYNERTECH - 4"-3" DIA.TAPERED POLE, .125 WALL SYN121212HH02, TO BE OWNED BY THE CITY FOR THE M� ALUMINUM ' 6063-T6 STRUCTURAL GRADE DO NOT SEE 30"x30" S H RU B P LANT I N G D ETAI L DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE � ,�- M.U.T.C.D. R3-15C OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND POLE WELDED FOR SINGLE UNIT cn E� 6.25 S.F. SCALE:NTS INSTALL(1)5/8 INCH COPPER GROUND ROD IN CONSTRUCTION � Project No.: 2016036 HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO � �z Design: CMI POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF � BLACK FINISH w BASE POST DRIVEN INTO GROUND w PED. SEE 30"x30" Drawn: KMK Ch'k'd: MCB CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT � (CONCRETE SHALL NOT BE USED) CROSSING M.U.T.C.D. W5-IC FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1 P 600V ACCESS DOOR � E SYMBOL 6.25 S.F. Date: 10/05/17 Scale: NTS WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ CATALOG NUMBER: ELEVATION FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF PT-D650SRLED-5T-4AR22T5- Rev: Description: Date: CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP MDL03-A-PEC/4214T4/BK �ooOn DO NOT 4" HT 30"x24" FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND F BLOCK PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA �v 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, ROSSWAL 4.00 S.F. FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH FOUR ANCHOR BOLTS AND ONE GROUND STUD. LAMP. RUN#12 THHN COPPER, (RED,WHITE AND NOTE:OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. � GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS 4"CHAMFER � CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN _ SCHEDULE `� BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED "' �, �� , �,� FINISHED GRADE `� DIRECTLY INTO CONCRETE BASE USING FENDER z �'��i��i�� NOTES: `� WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH � ��%��%�i�� ZINC PLATED ANCHOR BOLT 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT o - �%%�i�� a THICKNESS,AND LOCK WASHERS. � >, i��i��i��ij ASSEMBLY PER MANUFACTURER'S VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE Drawinq Tit/e o `" ��; �� RECOMMENDATION NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC � z < ��% 2" PVC SCHEDULE 40 DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. PHYSICAL _ � fi `�� NO DIRECT BURIAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL S I le De l,a I I S � 17" DIA. BASE, 12"DIA BOLT q �,�� ,�;�� CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. o' CIRCLE, DIAMOND PATTERN, � %%� �� GROUND ROD PER N.E.C. 2. POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. `° FOUR 2°x 18"ANCHOR BOLTS ; ° °i�`i�`%� 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M `° 4000 PSI CONCRETE BASE WITH p o' �� o �� OR APPROVED EQUAL AND SHALL MEET THE LATEST RETROREFLECTNITY � �% %��%� SONOTUBE FIBER FROM 20" DIA. REQUIREMENTS. Pla.TiTllTig BOard � 1 O.XXX M� �� '� 4. SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF WAY SHALL BE Approval > � \�� UNDISTURBED SUBGRADE OR REVIEWED AND APPROVED BY THE SARATOGA COUNTY COMMISSIONER OF g �a o Drawin No. o M N �;� � '�,'��;: ;��;': COMPACTED TO 90% STANDARD PUBLIC WORKS. Approved under authority of a resolution adopted y in cD ;�� 20„ PROCTOR �o o by the Planning Board of the City of Saratoga Springs. Y�� DECORATIVE STREET LIGHT TRAFFIC SIGN SCHEDULE L- S.3 m m E airperson -�o m SCALE: NTS SCALE: NTS � �z a cn ii Date Signed: #30 ROOFING FELT WATER MAIN INSIDE FACE OF MANHOLE � THRUST BLOCK (OR SEWER FLEXIBLE NEOPRENE BOOT SEAL �� FORCE MAIN) MORTAR AFTER INSTALLATION ASSEMBLY IN CORED HOLE �� ! GRADE � OF HOLDING BOOT !/�� o ��, � / � /, ; //, CONCRETE THRUST T � LA G ROU P %/ e o � / /�/ STAINLESS STEEL Landsca e Architecture&En ineerin P.C. j�Aj Aj� � /�; �/��/��/�%/`j�% //�///�/; BLOCK SCHEDULE p 9 9 BAND CLAMP Peo Ce.Pur ose.PCace. ��\��//� j��//�/ ////j 4,000 P.S.I ALUMINUM ALLOY KORBAN p p 1 �� --- 40 Lon Alle 518-587-8100 % /i /� g Y p. j� e j� � o e //� 2" PROJECTION INTO ,�� /��%�� ;�� e �A� w � o e e /�� M.H.AT PIPE SPRINGLINE Saratoga Springs �518-587-0180 \ \ \ \ \ i - / o /i / � /,, I�fY 12866 www.thelagroup.com � ��\��\��\ \��` ��/\ . �� o �/��/��\j�\//� ///�//� \�/�� \�i // /\\��\��/\ \/\\\\\�\\�/\\TN ��j �� W-W�� Unauthorized alteration or addition to this Q SECTION A-A �� UNDISTURBED SOIL FORM NEW CEMENT INVERT - � - � - document is a violation of Section 7209 of the L FROM NEW PIPE TO EXISTING � � � � New York State Education Law. PLAN(TYP.) M.H. INVERT. INVERT � � TOP OF BASE SLAB �,., � � �O the LA Group 2014 j� � � i ;. �/ � I 0 Prepared for.� \ � � %� ��%�� /` � >�j ��i�i� �, 3'-0" MAX. � �� i��i��;��.�__ ,,,�%�� ,, ;�i ��,� PRECASTCONCRETE � KCG DeVeIO I�eI1t �� e �% BASE SECTION � � � �� e � --- -- �/��%�%��/ � �/� � ��e e �-- � � � L LC ;, eo 1 � %; ,�� v o � - � ' �,,� �i�� o �, �� o o e e o �-�� 11555 N. Meridian St. , Suite 400 ;;��',,�<,��,��,;��,,;,,�� ,,;,, , , , ,�,,;,,>� � � � ,;,',, CONNECTION TO EXISTING MANHOLE DETAIL carme�, iN 46o3z i,,i,.� �,�� ,�-;-;�i�i�i i�i��i��i 3 '�!i��!i��!i��!i��!i��i ��%'%� %!i�!i�!i��!i��!i�i�,,,� SCALE:NTS NOTE: RETAINING GLANDS ACCEPTABLE FOR USE AS APPROVED BY CITY ENGINEER. 2"± PIPE PROJECTION � INTO MH, TYP. B � B NOTES: � I �I 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: PIPE WASH 2"± PER FOOT A , � A � A SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V±=LD(W+I.D.)-I.D. 4 � t THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY L - J YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT WHERE: 81 CHANNEL DEPTH � � REQUIRED. �_ 0.8 PIPE I.D. �� z /� Q V=VOLUME IN CUBIC YARDS � L= LENGTH OF BLOCK IN FEET ` ' ` ` + INVERT � B � �J 2. CONCRETE NOT TO OVERLAP ANY JOINT. D - DEPTH OF BLOCK IN FEET - FORM SMOOTH CURVE 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH W-WIDTH OF BLOCK IN FEET SAWED HALF PIPE CONCRETE BENCHWALL �I I.D. = INSIDE DIAMETER OF PIPE IN FEET B REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 4,000 PSI MIN. 6. REQUIRED BEARING AREAS ARE BASED ON SECTION B-B ONE-WAY INVERT PLAN MULTIPLE INVERT 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. �MEDIUM CLAY)WITH A SAFETY FACTOR OF 1.7. FORM SMOOTH PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. 1/2" PER CURVE ALIGN 0.8 DEPTHS OF DIFFERENT FOOT(MIN.) SIZE PIPES PITCH 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL ACROSS MH THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO INVERT IN SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH ' ' ' ' 0.10'(MIN.)-2'-6"(MAX.) UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST . . . . OF SUFFICIENT STABILITY TO RESIST THRUSTS,ALL AS - v v v v . INVERT OUT REQUIRED BY THE ENGINEER. 0.8 I.D. ° . . . . . . . � , , ` ` , STANDARD INVERT SECTION A-A SMOOTH DROP INVERT FILLET REQUIRED BEARING AREAS &DIMENSIONS FOR CONCRETE THRUST BLOCKS MAN H O L E B E N C H WAL L TEE 90° (1/4) BEND 45° (1/8) BEND 2-1/2° (1/16) BEND 1-1/4° (1/32) BEND 4 sCALE:NTS PIPE SIZE AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS INCHES SQ. FT. D x L SQ. FT. D x L SQ. FT. D x L SQ. FT. D x L SQ. FT. D x L FINISHED 4 1.4 1.Ox1.5 2.0 1.Ox2.0 1.1 1.Ox1.5 .6 .5x1.5 0.3 0.5x1.0 GRADE 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 MANHOLE FRAME&COVER 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 24�� CAMPBELL N0. 1032 OR EQUIVALENT 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 -- PRECAST CONCRETE GRADE 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 EXTENSIONS RINGS SET IN FULL BED 1,500 GALLON HEAVY DUTY PRECAST OF NON SHRINK GROUT GREASE TRAP BY FORT MILLER OR 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 APPROVED EQUAL Pro�ect Title.� 2„ M�N. 153 South THRUST BLOCK DETAIL � LIQUIDLEVEL Broadway 1 SCALE: NTS 6"Q� PVC SANITARY � HIGH DENSITY Red eve I o p m e nt TEE (TYP.) POLYETHYLENE PIPE FINISHED GRADE GASKET AT ALL PIPE 153 South Broadway, CONNECTIONS Saratoga Springs, NY 12866 WATERPROOF ALL JOINTS WITH ELASTOMERIC JOINT FILLER 2" MIN. ASPHALT BITUMASTIC COATING ENTIRE z EXTERIOR SURFACES � o � o� o � o�o � o o � o�o � o�o � o� o � o�o � o�o � o�o � o� o g� 8� 8� 8 s 8� �� 8� 8� 8 s 8� � FULL LENGTH OF PIPE �� o �$ �� o ��o ��o o� o��o 0 0�0 0�0 ��o CENTERED ON SEWER LINE �� o� � �� 12"CRUSHED STONE SUBBASE UNDISTURBED SUBGRADE o, BAFFLE � Z WATER LINE SANITARY OR STORM SEWER 24��f� MANHOLE FRAME AND COVER � Project No.: 2016036 Design: rnnr 6"�OUTLET , - ' ,,� � Drawn: i��A�, Ch'k'd: �4 *SEE NOTE � " - ' � ' \ I Date: �� Scale: �� - ' , - , � , ' � � � � � �� I Rev: Description: Date: , � � , - � � � � � � - " - ' i � � ' � � - � - � i NOTE: - ' � - � (REFERENCE-"TEN STATE STANDARDS") I'�Y'' �� , � m WHEN INSTALLED PARALLEL,ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10,' EDGE TO EDGE. IF MINIMUM � � � , 6"Q1 INLET ;�' � ° CANNOT BE MAINTAINED, WATER SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, ; � ; :, ;' I o WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE.WHEN CROSSING MAINS SHALL BE INSTALLED TO INSURE � � � 0 � �,� �� = 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPED, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ' � ; ; - - ' o� ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS I ; � ; ; ' - � � J `° I M P O S S I B L E T O P R O V I D E T H E A B O V E M I N I M U M S, T H E S E W E R S H A L L B E D E S I G N E D A N D C O N S T R U C T E D E Q U A L T O W A T E R P I P E, A N D I � � � � ' � � � � � ; ; ; ; , - � � SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. � i j � � , - ' � Drawinq Tit/e �o \ i i i � ;� M � I �1 c�o \\ I j � ' � � � P� � 6c� '��--' � � 5�p G N ` UTILITY CROSSING DETAIL 8� -��' o � ' ' '.°� �' �P�-� a �, °' soo �,�� ' �,��,.o�� ,5°° U t i i ty D eta i s � � SCALE:NTS cq�J� � � 0 m Planning Board # 18.xxx � �� 0 �� GREASE TRAP �,oro�a, DrawingNo. �� 5 ��.; SCALE:NTS Approved under authority of a resolution adopted w N a` �M .. by the Planning Board of the City of Saratoga Springs. m�� mm � • �Q m Chairperson - � �,Z Date igned > o �� acnLL CAST IRON MANHOLE FRAME AND COVER 2'-6" LABELED"STORM" � FINISHED GRADE CLEAR OPENING PROPOSED FINISHED GRADE ' � o og g8 0 0 og � o0o Ov°v o 0 0 08 Q o� Th e LA G ROU P 1 PIPE LENGTH(18'-0"MIN.) OR EXISTING GROUND LINE ADAPTOR FITTING IF REQ D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR �° o 00 � °o° 8 0 CONNECTION EASEMENT LIMIT �� - ��°� � °�c� o o Qg o� � ° ° ° PRECAST CONCRETE GRADE RINGS I 45° OR 30° BEND AS REQ'D AS REQ'D TO ADJUST CONE* n'°�° �' � 8" �d' � O°o o � ° Landscape Architecture&Engineering P.C. (2)3/4"f 1�T H R E A D E D T I E R O D S, TELESCOPIC PATTERN T O F I N I S H E D G R A D E. ��/� //\�j\�j\�� //\��//��j� BR C IK SH M 2COURSES 0 C O N C R E T E PeopCe.Purpose.PCace. EXTENSION S / � a WASHERS&NUTS AS VALVE BOX PER CITY � 2"x 4" PRESSURE TREATED USE PRECAST UNITS \� \� N �� \ \ \ \ \ \ \ OFSARATOGASPRINGS I STAKE //�// � �� SPECIFIED;APPLY 2 COATS OF 45° OR 60°WYE �\��\� ��/��/��/��/��/��/� 40 Long Alley p: 518-587-8100 COAL TAR EPDXY PAINT STANDARDS � _ _ _ _ _� _ _ _ _ _ _ _ _ _ ///// �\/�\/�/j/�/�\�/ g p g � \ \ / / / / / Sarato a S rin s 518-587-0180 FOLLOWING ASSEMBLY(20 MILS PROPOSED 12"x6" SEWER SERVIC BUILDING SEWER LATERAL ��\� I \%j\�j\�j\�j\�j\�/j� I�fY 12866 www.thelagroup.com MIN. DFT TOTAL), TYP. i ECCENTRIC /�/� �j �j �j �j i EXCAVATION BACKFILL TAPPING SLEEVE AS ? �/ �/ a \� \� \� \� \� \� AND COMPACTION PER � INDICATED ON THE SDR 26 PVC � �\/�\/ \/��/��/��/��/�� CONE o /��//�/ o �//�//�//�//�/, Unauthorized alteration or addition to this CITY OF SARATOGA o PLANS SECTION �.; �/ / / / y PRECAST CONCRETE SECTIONS- MECHANICAL JOINT RETAINER SPRINGS STANDARDS v �� \�/ ��\\��\\��\\��\\ 4,000 p.s.i.AT 28 DAYS, AIR- New YorktState Educlation Law.ion 7209 of the GLAND FOR DIP PIPE,AS REQ'D. ? EXISTING 8 DUCTILE SEWER SERVICE CONNECTION - PLAN /��/��/ �/�/�/�, � IRON PIPE WATER MAIN �\ �\� �/�/�/� ENTRAINED „ REINFORCED PLASTIC NON-SLIP /�//� \�/\�/\�/ /i./i./� i 8"f1� DIP, CL 52,WATER MAIN I I1= 3 ± STEPS PER NYSDOT 725-02.01 j��/��/� JOINTS BUTYL SEALED- �O the�A Group 2014 FINISHED GRADE REVEA � � PER CITY OF SARATOGA I I III II ��%j�\/ � � � ��j�� INDUSTRY STD. OR A.O.B.E. SPRINGS STANDARDS.AS I I1= 3,000 PSI MIN. � � j�%��/j � � � j�� Preparedfor.� INDICATED ON THE PLANS. = w w ��j��j�� CAST-IN-PLACE 45° OR 30° BEND z SLOPE: 2% MIN. (1/4" PER FOOT) RISER � \��/\• a I I I CONCRETE THRUST � — „ „ SECTION Q �// 5" � KC G D eve I o p m e n t� d � — II BLOCK AS REQ D p 2 x 4 x L PRESSURE-TREATED STAKE �� * �\/�\/� 0 4-0 I MIN. o � � �IIII� . _ _ — - - - - - - - SETPLUMBATENDOFLATERAL i �/ �j X � - - - - - - �� LL � � a a , a � UNEXCAVATED/ � � PIPE BEDDING AS REQ�D �j��j� � p 11555 N. Meridian St. , Suite 400 II UNDISTURBED �� CIRCUMFERENTIAL 0 0 0 0 0 0 0 0 0 0� o 0 0 0 0 0 0 � ° ��I I EARTH ,j\ � � � � � 45° �/ ��A � � V��A��A�� UNDISTURBED SUB-GRADE ��j��/ . REINFORCEMENT 0.12 sq. in. PER LIN. Carmel, IN 46032 � oo�j-j0� o0o O� oo O� 000�b�0 � �0��0 a o � Gb� GY�o o GY�o 0 0 oG�o Gt�o 0 0 oGt�o o GY�o o � o�o o Gt�o o � oCDo o GY�o o ° °0°— — o 0 0 000po _o � I I I�� ° +o � ��/A� � VA%VA�/�A� � � FT. M I N. liiillli �� iiillliiillliiilll iillliiillliiillli illliiillliiillliiillliiillli- � � � � illliiillliiillliiill iiilllii�l � �III��III�,�I'�HANI �—L��INT�� A��\ I CRUSHED STONE PIPE BEDDING,AS 12 X 12 SOLID PRECAST C CA JO TAPPING VALVE&M.J. �j�/� c �� ,, ��A�� • SPECIFIED CONCRETE BLOCKS (6" MIN. THICK) RETAINER GLANDS PER CITY OF SARATOGA � /��/��/ ° ° \�j\�j\ \/\� SIZE AND LOCATION OF PIPES SRPINGS STANDARDS BOTTOM � � �A��A��A� AS SPECIFIED SECTION _ /�//�// o. o 0 0 0 � /�//�//�//� °D ��//��//� ��j��j�� 12" CRUSHED STONE-#1 OR#2 CONNECTION TO EXISTING WATER MAIN DETAIL SEWER SERVICE DETAIL , �, �, aaoa�� oa oaa o �g o0 � o gao ��g;.,,��,��; NOMINALSIZEORGRADATIONA.O.B.E. ;��'�� a a a a � a ao � �o aaa� ��,;�� 1 SCALE: NTS � SCALE: NTS � �� ,�� °�O �O° ��O �OO o o ��8� ° �O° /�� ,��,��,��/��/ oa�oaa a�a �� a�� a� a�oo� o0 0 ��/� UNDISTURBED SUBGRADE ORADDITIONAL %i,�/i,�/i,�%i,�%i,�/i,�/i Bo� �8 a �o° ° �' FOUNDATION STONE A.O.B.E. �A,�A/�AA/�\,�\,�\/VA/�\,�\/�\,�\,�\,�\, � � 3'-6" M'". � PRECAST CONCRETE MANHOLE FOR STORM 2'-6" MIN. PREFERRED AS FAR AS POSSIBLE PREFERRED NOTES: SCALE:NTS AS CLOSE AS 1. MAINS SHALL BE VALVED TO ENSURE POSSIBLE THAT WATER FLOW IS NOT FINISHED GRADE 2�-6�� INTERRUPTED TO MORE THAN TWO 2�_g�� PREFERRED HYDRANTS AT ANY GIVEN TIME. CLEAR OP'NING CAST IRON MANHOLE FRAME AND COVER 1'-6" MIN. 2. ALL HYDRANTS AND VALVES SHOULD o o � CAST IRON MANHOLE FRAME AND COVER- 2'-s" LABELED"STORM" SARATOGA STD. MUELLER 5'-0" MAX. � OPEN RIGHT. oo CAMPBELL#1016 OR EQUAL,TOP SURFACE FINISHED GRADE CLEAR OP'NING m FLUSHED WITH o og Q og o ooe o CENTURION A-423 W/4 w o 8 0 � o o �g Q o z U � PAVEMENT OR 1" ° o �o �° °° ° g � � CHECKERED AND LABELED"SANITARY SEWER"WITH STORZ CONNECTION ¢ � ° °o a °000 O c� °p�'° Qg o� � � v REVEAL IN TURF PAINT SCHEDULE: O Q'� � �� o ° o o ° �o LIFTING NOTCHES&VENT HOLES AS REQUIRED. �� ° FINISHED o� X � o 00 0 0 0 0 �8 Qg o 0 o ea o 0 00� o 0 00 0 og Cag o� BREAK FLANGE C9 GRADE AREAS COLOR OF AS REQ'D TO ADJUST CONE* °J°O�° �� g" � � O°o o (FRAME TO BE SET PARALLEL TO CROSS AND o �oo oo�o ,� � o� �° ° o Q8 0� LOWEST PART OF � SIZE OF BONNET& COLOR OF TO FINISHED GRADE. EXTENSION(S) ��j� � a \� \� \� � \� \�� LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH TO � / /�/�/� � �/� � � � � oo� Q ° ° � ogo U PRECAST CONCRETE GRADE RINGS BOLTS TO BE A�MIN. ��,��,,/�� /��/� ��/� MAIN CONNECTOR COVERS BARREL USE PRECAST UNITS V��V�� V��V��\�\ \ V��` 1/4" BELOW F.G. AS REQ'D TO ADJUST CONE� °� ° �� O�o o ° ° /� � , �, a a a a a oo a oa �o � � °' � � � � � � � �� 8 6" MIN. TO 20" MAX. NO CONCRETE �� ' ,. /,//, !//� o� 'o�o a a � °o o a a a a �V��V ��/��/��/��/��/� � - \ \ \ \ \ \/` � ) � ) 1-1/2 ABOVE F.G.AND � � o a a o �� \ \ V/V/V/V/V/\ \ TO FINISHED GRADE. EXTENSION(S) �//�i � a VA VA VA';��j�� p /A, $ o a 6 BLUE YELLOW \//A/ �A,VA VA VA VA VA „ A/� // // // / ///� BRICK SHIM COURSES /� s ° g ° g o /\/� / �/ �/ �/ �/ //� PRECAST CONCRETE GRADE RINGS 6 MIN. TO � � c., �\�\�\ \�\�\�� A MAX. 8"ABOVE F.G. � o 0 0 °o o �°a � w 8" GREEN, FOREST YELLOW \ \ �/�/�/�/�/�/� � ) USE PRECAST UNITS \/\, o� \ \ \ \ \ \ \ a o o � \/� \ \ \ \ \ \ \ / �/� �� w oo a a �aa a oa o o�o 0o aa $� o o � „ /�//� I //\//\//\//\//\//\r 20"(MAX.) NO CONCRETE BRICK SHIM COURSES �\��\' ��/��/��/��/��/��/�/� � /�/�/�/�/�/�/�/�/� /�j�/�/�/� � 10 BROWN YELLOW z �A �A� /�/�/�/�/�/� // � �A �A �A �A �A �A�A cn iV�iV�iV�iV�iA�jA�jA�jA�jA� YV�/��/��/��/��/ C� // , VA VA VA VA VA VA /V/V �/ �/ �/ �/ �/ �/ i� i� i� i� i� i% i� i� i� i� z 12" GRAY, BATTLESHIP YELLOW ECCENTRIC � /�/� �/ �/ �/ �/ �/ i �� V�V�V�V�V�\�\ \�\� �� /��/��/��/ �\�/�\�� I � ��/��/��/��\ POLYETHELENE OR Q w 14" GREEN, LIGHT YELLOW /�/� \/�i\i,\i,\i,\ � � \ \ \ \ \ \ \ � VALVE BOX 6" M.J. � � CONE o / / � , � BUILDING PAPER � = TELESCOPE GATE � o �� SECTION M ��/�� ECCENTRIC z /��/�� I ��\��\��\��\/ � 16 ORANGE YELLOW / �� PRECAST CONCRETE SECTIONS-4,000 s.i. � � � � � � � m _, � Q � /�/ �/��/ �/ / � p' � \�j\�j \��\��\��\��\��\ � "' PATTERN) I VALVE � 20" BLACK YELLOW / \� \��\��\�� AT 28 DAYS, AIR-ENTRAINED CONE o /�//�/ � \/�\/�\/,\/�\/ '-'� ��\�� / �/ �/ � � \� PRECAST CONCRETE SECTIONS- CRUSHED STONE � 3/4"TIE-ROD FOR THRUST (SARATOGA � 24" YELLOW YELLOW j�j/// ��j��j��j SECTION �., /�j\�/ ��/��/��/��/�� 4,000 s.i.AT 28 DAYS,AIR- STD.-MUELLER v REINFORCED PLASTIC STEPS \� \�' �%�� /�/ \� \� \� \� p' SIZE 1 AND 1A z RESTRAINT(ONE EACH j�j�//� � ��\�� /��/��/% ENTRAINED '-'� SIDE)OR RETAINER A-2360) PER NYSDOT 725-02.01 ��j��\� �j � //\�/\� FOR SANITARY MANHOLE,JOINTS BUTYL REINFORCED PLASTIC NON-SLIP %/j� ��j��j�� TIE ROD MAIN / // � p \/\ SEALED- INDUSTRY STD. OR A.O.B.E. � � � GLAND A.O.B.E. o 0 0 �\��\� - �/��/� STEPS PER NYSDOT 725-02.01 j�/��/� �_ , JOINTS BUTYL SEALED- DRAIN o o a�� A��A�� o � � /j��/i� FOR SANITARY MANHOLE, BOOT TYPE FLEXIBLE V�V�� ? � ��A��A INDUSTRY STD. OR A.O.B.E. 0 o p � � � RISER � ��/j��//� � %� MEMBRANE SLEEVE FOR PIPE TO MEET ASTM o ��j��j� ' � � � /��/��/�/��/ � � ,� , o o // /�//�/j� SECTION Q j///�j/� 5 * SPEC. N0. C-923 (SHOP DRAWINGS REQUIRED) � �A��A�� %��i � � a / //�/j ��/i��i,�/i;, :�, %,�„�„i;/i�, y��A \/i,/i,/, i��i��i� �A//�A//� 0 4'-0" I MIN. � RISER � /�//�i � � � � ° �° �� / / � � „ � OPENING THROUGH PRECAST SECTION CONCRETE THRUST�� ,� � , ° //��!�� %��//� ��PER F CIRCUMFERENTIAL REINFORCEMENT 0.12 SQ. IN SECTION Q ��// 5 PROVIDED BY MANUFACTURER BLOCK 3,000 s.i. NOT BEDDING, PIPE ZONE BACKFILL COCNRETE THRUST ��\��\� �—� PER LINEAR FT. MIN. ��j/\�j/\ � a'-o"I MIN." P� � NOTE: \/\/\ o ° ° o / / CIRCUMFERENTIAL REINFORCEMENT 0.12 REQ�D IF R.G. OR TIE TYPICAL TO TRENCH DETAIL BLOCK 3,000 p.s.i. (TYP.) MANHOLES SHALL MEET AASHTO ��/��/� ' 4 � a � a a � a � a �\%�\\�� /� o � � // // sq. in. PER LIN. FT. MIN. RODS ARE USED) REQ'D. M.J. ANCHORING TEE HS20-44 WHEEL LOADING � /��/�� ° ° � ° ° ��j��j� o 4000 PSI CONCRETE BENCHWELL FOR SANITARY � / / REQUIREMENTS. O �\��\�� ° 4 ° 4 ° I 4 4 ° � �\��\�� EXISTING STORM SEWER PIPE \� \�/\ a a a a MANHOLE i�/ SAWCUT AND REMOVE EXISTING PIPE M �\//��\j/�� ' 4 ° a ° a ° a ° a a ° a ° a ° a ° a � � ��j��/// o I i AS REQUIRED UNDER SUPERVISION OF THE Pro�ect Title.� 1. HYDRANT DRAINS SHOULD BE PLUGGED.WHEN THE DRAINS ARE PLUGGED THE BARRELS MUST BE PUMPED DRY AFTER USE �\//�\//�� ° a ° a ° a ° a ° ° a ° a ° a ° a ° a �//�� SIZE AND LOCATION OF PIPES AS SPECIFIED p /\�\//�///\ SARATOGA SPRINGS ENGINEERING DEPT. DURING FREEZING WEATHER. BOTTOM ` /�\/�\%\ "' \�j\�j\ p WATERTIGHTSEAL 153 South SECTION � /��//��// o• o 0 0 � o j��/j��/j��//�� V�j/A�j/A FILL OPENING AROUND PIPE WITH BRICK 2. WHERE HYDRANT DRAINS ARE NOT PLUGGED,A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL ��/��/� ��j��'� 12"CRUSHED STONE-#1 OR#2 NOMINAL SIZE BOTTOM ��'�� AND NON-SHRINK MORTAR 6 roa d way SOILS WILL PROVIDE ADEQUATE DRAINAGE. % �/ �°O a° oO � o �g °�' ° 8 °�° �/`�/�\/ OR GRADATION A.O.B.E SECTION _ i�//�// o � o � %/j�� /��i�� g�a ��a��o a a a oo �cg � ao '/��/�� \j�\/� 8" POURED CONCRETE SLAB BASE Red eve I o m e nt / / / / / cPo 0 0 0 8 a °�°o°� � �� // // // // // / e a �o oa a o ao oa oo �\//\//;/ UNDISTURBED SUBGRADE OR ADDITIONAL � � o � � ��,og��`� 12 CRUSHED STONE-#1 OR#2 p 3. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SANITARY SEWERS, STORM SEWERS, OR i\��\��\��\��\��\��\� � o°�Op° °a° ��=c�o ��'o o °a °� oo� o �� `�� FOUNDATION STONE A.O.B.E. �� // // a o 0 0 oa o oa a Q8 0 o g STORM DRAINS. ��`��`��`��`��`��`�� \�°� ° �°� � ��' ��V��V��V��V��\ ��'o �o a ° o ao �`� �o°°oo�j NOMINAL SIZE OR GRADATION A.O.B.E. ��j��//��//��/��/��/��/��/��/��/��/��/��/i �� °�� a° ��° �°a o o � 8 a o a o� / ��i /��/��/��/��/��/��/��/, oo 0000 o oo ��o o o o o0 00 � UNDISTURBED SUBGRADE OR ADDITIONAL 1 5 3 Sou t h Broa dway \�\/\/\/\/\/\ g a a a �g a a�o ��o 0 o a�°o 0 0 0 0 \, , ��,/�,/�,/�,/�,/�,/� FOUNDATION STONE A.O.B.E. Sarato a S rin s, NY 12866 4. HYDRANT DRAINS,WHERE ALLOWED, MUST BE ABOVE THE SEASONAL GROUNDWATER TABLE. �j��j��j��j��j��j��j��j��j��j��j�� J P J FIRE HYDRANT SANITARY MANHOLE DOGHOUSE CONCRETE MANHOLE FOR STORM 8 SCALE: NTS 2 SCALE:NTS � SCALE: NTS $„ LAWN RESTORATION PVMT. RESTORATION MIN EXIST.PVMT. TOP SOIL&SEED AS KEY SPECIFIED NEW.PVMT.,SEE DETAIL �T SAW-CUT EXIST.PVMT.IN TRUE LINE.KEY PVMT.AS SHOWN.TACK COAT EXPOSED EDGES OF EXIST.PVMT.PRIOR TO PLACEMENT ��Oo�� aD OF NEW PVMT. o0 LETTERING ON COVER: SAN. SEWER �i I�� Og�a I THREADED CLEANOUT PLUG �� I=1I II I II I �� °�� I c SUBBASE MAT'�.;REFER NOTES: � � FINISHED GRADE FOR PAVED AREAS WITH FRAME&COVER 'I I I 1=1 I �o w W �° TO NEW PVMT.DETAIL 1. FINAL TRENCH BACKFILL � TRENCH DRAIN,ZURN Z874 12 OR FINISHED GRADE FOR UNPAVED �i� I I I ° °o Q � I- � - � ACCEPTABLE EQUAL AREAS WITHOUT FRAME&COVER � � � � �o�o I 1.a. I N N O N-P A V E D A R E A S, F I N A L T R E N C H B A C K F I L L � � w w 0° I I I I= SHALL BE EXCAVATED MATERIAL WHEN � CONCRETE Project No.: 2016036 � � I o' o �°�� II I I,,,� BURIED METALLIC DETERMINED SUITABLE BY THE ENGINEER OF ° D O o - I D E N T I F I C A T I O N D 6" H D P E C A S T I N F O R M O U T L E T D e s i g n: CMI � I " " WARNING TAPE RECORD; OTHERWISE IT SHALL BE NYSDOT TYPE u� P °� z z - w o � o D r a w n: K M K C h'k'd: M C B Q I I I I I II � � II I I 1= 1 (ITEM N0. 304.02). MIN. MOD. PROCTOR � � D , � C R U S H E D S T O N E S U B B A S E I_I o o I I� FINAL TRENCH BACKFILL DENSITY SHALL BE 85 PERCENT. Q � o ° � o Date: 10/05/17 Scale: NTS w `f' � (SEE NOTE) > � � �� S Y R A C U S E C A S T I N G S N 0.4 1 5 5 C A S T I R O N 1.b. I N P A V E D A R E A S, F I N A L T R E N C H B A C K F I L L S H A L L � >' � � � �I " � ��0 ° CONCRETE Rev: Description: Date: �a � FRAME&COVER(USE IN PAVED AREAS) > � =1 I I � �Oopo 0 0 �° II' BE NYSDOT TYPE 1 (ITEM N0. 304.02). MIN. z ' ��, o I, I o° o o� PLACE 5"MIN.CUSHION MATERIAL ON MODIFIED PROCTOR DENSITY SHALL BE 95 � � D � o � D � SEE NOTE 1 ��-, �'�� , I I� _ � I TOP oF wsu�aTioN _ ; � o P �� ``� � - � �o - PERCENT. � ° o �'' � =11 °� �� I I 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND ' ° D dD ° � - _ �° �� Q�Q� � ° ° PIPE ZONE BACKFILL FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH o � �� II I II I MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL � - MATERIALS SHALL BE MECHANICALLY COMPACTED TO — MIN. 2'-0"WIDE BY 2"THICK ° CRUSHED STONE 1/8 LONG SWEEP BEND -- I I II I II I I I INSULATION BOARD,TAPE AT ALL THE SATISFACTION OF THE ENGINEER. 0 _ 8" MIN 8" MIN �� II I � (NYSDOT#1) � -I I I I�� o�N T s 3. E X C A V A T I O N S H A L L B E K E P T D R Y A N D D E W A T E R E D PIPE O.D.+24" AT ALL TIMES. NOTES: `° 4"SCH-40 `� MIN. PIPE ZONE BEDDING 1.A MINIMUM CONCRETE STRENGTH OF 4000 PSI IS REQUIRED. THE CONCRETE Q MAT'� SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. Drawinq Tit/e U � 6" BUILDING LATERAL � TRENCH DRAIN m � ITEM DEPTH MATERIAL NYSDOT TY E METHOD OF �`�, / FLOW PLACEMENT g SCALE:NTS U t i I i ty D eta i I s � � PIPE ZONE BEDDING 6"MIN. ANGULAR CRUSHED 1 &2 MECHANICAL � STONE COMPACTION �i � PIPE ZONE BACKFILL 12"MIN. CLEAN SAND OR 1 8�2 MECHANICAL P I a n n i n g B o a rd # 18./�/�/� �i COVER GRAVEL COMPACTION o a o FINAL TRENCH BACKFILL VARIES SEE NOTE SEE NOTE MECHANICAL Drawing No. m M� COMPACTION �OfOVdI o�� m�� Approved under authority of a resolution adopted ��"a a M .. by the Planning Board of the City of Saratoga Springs. �_� � �� om S A N I T A R Y C L E A N O U T PIPE TRENCH-SECTION Chairperson . � �Z a�,;� � SCALE: NTS � SCALE:NTS D a t e i g n e d HEAVY DUTYFRAME AND GRATE CRUSHED STONE FINISH GRADE NYSDOT TABLE 703-4 � TYPE 3 ADS 601 NON-WOVEN GEOTEXTILE(OR PAVEMENT SECTION,SEE DETAIL EQUAL)ALL AROUND CLEAN,CRUSHED, ANGULAR STONE Th e LA G ROU P NON-SHRNWK CEMENT FRAME AND GRATE,EJIW MODEL 5419 � MORTAR ALL AROUND SELECT GRANULAR BACKFILL f Landscape Architecture&Engineering P.C. FRAME NYLOPLAST YARD DRAIN OR ` �8" F.G.PAVEMENT i � MW PeopCe.Purpose.PCace. X PITCH �� PITCH APPROVED EQUAL � � � s��MIN 40 Long Alley p: 518-587-8100 PRECAST CONCRETE GRADE AS REQUIRED; - Sarato a S rin s 518-587-0180 00 CEMENT RINGS,NON-SHRINK MORTAR SHALL BE PLACED `� � g p g � BETWEEN SECTIONS AND ON ENTIRE EXTERIOR � I�fY 12866 www.thelagroup.com — a � � o � 30�� o I _ °O O°� 12"MIN c� Q o � = Unauthorized alteration or addition to this - - - - CRUSHED STONE document is a violation of Section 7209 of the 30" � -I��—��—�� I I I I I �,I COMPACTED SUBGRADE New York State Education Law. I o - �� _ i i i- REINFORCED PRECAST CONCRETE BARREL -I - 4'-0"DIAM. a° I SECTIONS AS REQUIRED, MANUFACTURED c0 the LA Group 2014 6"MIN. , IN ACCORDANCE WITH ASTM C478-85a _ s��MIN sr�� 2^TYP SC 740 - END CAP Preparedfor.� ° � SHIPLAP JOINT MADE WATERTIGHT WITH d BUTYL ROPE BETWEEN STRUCTURE SECTIONS 12"MIN. U N D E RG RO U N D C HAM B E RS UNDISTURBED SUBGRADE APPLY BITUMASTIC JOINT COMPOUND ALL KC G D eve I o p m e n t w a AROUND AFTER ASSEMBLY SCALE:NTS / � N � > � ~ YARD D RAI N COVER PIPE CONNECTION TO END CAP WITH L LC SELECT GRANULAR BACKFILL PIPE SIZE& ADS GEOSYNTHETICS 601 NON-WOVEN 11555 N. Meridian St. , Suite 400 INVERTS AS � - � SCALE:NTS GEOTEXTILE,8'MIN.WIDE SC-740 END CAP I Carmel, IN 46032 FLOW INDICATED ON PIPE&SLOPE —� PLANS AS PER PLAN �$ _ -= • - - _ _-, - - _ _ (TYP) (MIN.) _- � _ _ - .- -_ _ . = _ : - -_ --- _ - _ -_ r ;r. _!-` .�'a -f' f'.. � �F " �G''� _ � - _ - _ _ _ - .G-` _ _ _ _ ' - ,`�1_,, ' - ' ' _ �y_ .,�� _ - N RETE LLAR - - ' CO C CO � - »< 's - - - - �3 - ;�f - '"v. _ - - v;., - �- _ _ ,',�- _ _ _ _ _ _ _'r" _ __ - _ 12"PR ABRICATED END CAP PART �>�" - _ ' ' ' _ �4. _ ^l,`i_ "1_' " - _ ^`4'- _ _ _ _ _ - - _ .,a.` _ _ - - _ - i.�, _ - F,. _ `7� _ O ' _ _ _ O ' 4�"�� _ _ _ t�i _ .��W� ��,1 - _ 30" ��,�� - - ';�- '-1.; _ _ ':,.,� _ - x.��. PAVEMENT - � - - - - �='r 74 PE24B - - #SC 0 - `'�� - ,•,� _ � - .,�.� - _ - - - -i;_ � - - ,; - - BOOT TYPE FLEXIBLE MEMBRANE — ;� _ h��,�� - -- - DEEP MP - - i SU - - - a ��' - 12"NYLOPLAST INLINE DRAIN - - - � � - , . - �;r - - - - _ =t - _ - � ' ��= _ '��'= ��'• — SLEEVE - _ _ - _ - - _ - - _ _ - -_- - _ ' o a 0 — BODY WITH SOLID HINGED - — a �-j n c �: - il a a �a 'a� c - — C/ ao a ° c REINFORCED PRECAST CONCRETE INTEGRAL J COVER � � � o � 0 00� � � oano� m� o cn� cn I WALL AND BASE SECTION 8"(MIN.)CONCRETE � a � N ��'qgn��°��,��,�� Q, a,�� g��°��2fP°o - �� ,,° ��i��; 6"HDPE PIPE DIVERSION � a �� — �oo� o°� 0�°�3 � °o ° g& �°o 0 0 STRUCTURE � �,� _ —__— _— 12"CRUSHED STONE i�_ 6"INSERTA TEE,CENTERED ON I _ —�� I BASE -� � —I I I I I I- I I I I I I I I I CORRUGATION CREST COMPACTED SUBGRADE a a a a a a CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES `� DEEPER THAN 4`,STEPS TO BE COPOLYMER SC-740 CHAMBER � B. 4 FLAN GE FRAM E & GRATE POLYPROPYLENE PLASTIC ENCAPSULATED#4 ASTM �m A615 GRADE 60 STEEL a� CATCH BAS I N �'� � � - �� _ _ _ ,� a a a � 1 24"MIN. 24" HDPE ACCESS PIPE REQUIRED.USE 2 LAYERS OF ADS GEOSYNTHETICS 315WTK SCALE:NTS 144.02� FACTORY PRE-CORED END CAPS. WOVEN GEOTEXTILE BETWEEN FOUNDATION I N S P E CT I O N P O RT D ETA I L STONE AND CHAMBERS. 5 5'MIN.WIDE CONTINUOUS FABRIC WITHOUT SCALE: NTS SEAMS � � OUTLET CONTROL 7 I S O LATO R RO W STRUCTURE / SCALE: NTS I • �� I3 MIN. (TYP.) 30" I CONCRETE OVERFLOW WEIR 24" I ELEV: 307.30' a 12"PREFABRICATED END CAP PART � � I #SC740EPE24B C O N C E PT U A L LAYO U T � � _ _ _ _ 0 9/16�� HOLES FOR 1/2��S.S. ANCHOR BOLTS, TYP. (99) STORMTECH SC-740 CHAMBERS i i OUTLINE OF CONCRETE o I ADS N-12 MANIFOLD (12) STORMTECH SC-740 END CAPS HOLE CUT IN STRUCTURE o I I '2��x'2�� INSTALLED WITH 6" COVER STONE, 6" BASE I I PLACE MINIMUM 12.5'OF ADS GEOSYNTHETICS 315WK STON E, 4O% STON E VOI D I I I I 1/2"THICK GALVANIZED I WOVEN GEOTEXTILE OVER BEDDING STONE AND I I STEEL PLATE UNDERNEATH CHAMBER FOR SCOUR PROTECTION AT ALL ELEV: 305.5� I I CHAMBER INLET ROWS P RO P O S E D E L EVAT I O N S o - - - - - - - 0 3��10RIFICE ITOP OF STONE: 308.50 OCS FLOW RESTRICTION PLATE Pro�ectTitle.� TOP OF CHAMBER: 308.00 I I 12" TOP FEEDING MANIFOLD INVERT: 306.54 HEAVY DUTY FRAME&COVER 153 South 12�� INVERT TO ISOLATOR ROW(S): 305.60 EJIW 1322 OR APPROVED EQUAL FINISHED I BOTTOM OF CHAMBER: 305.50 LABELED "STORM". GRADE Broadway BOTTOM OF STONE: 305.00 Redevelopment � ADJUST FRAME TO GRADE WITH 4"H (12"H MAX.) PRECAST REINFORCED CONCRETE GRADE EXTENSION RING 153 South Broadway, 30"�OPENING (�SHTO H2O-44 LIVE LOAD RATED) Saratoga Springs, NY 12866 ISOLATOR ROW INSPECTION PORT DIVERSION 8'� &NON-SHRINKING CEMENT MORTAR. STRUCTURE 4.0' I.D. PRECAST REINFORCED 4.0' I.D. CONCRETE STRUCTURE BUTYL ROPE SEALANT BETWEEN C H AM B E R LAYO U T (AASHTO H2O-44 LIVE LOAD RATED), 6�, PRECAST CONCRETE SECTIONS, TYP. 2 sCALE:NTS 4,000 PSI MIN.WIT PRECAST CONCRETE BAFFLE HEAVY DUTY FRAME&COVER EJIW 1322 OR APPROVED EQUAL FINISHED GRADE LABELED"STORM" FLOW RESTRICTION PLAT NON-SHRINKING CEMENT ADJUST FRAME TO GRADE WITH 4"H INLET PIPE MORTAR PLACED ALL (12"H MAX.)PRECAST REINFORCED INV.IN=306.7' ROUND PIPE,TYP. CONCRETE GRADE EXTENSION RING (AASHTO H2O-44 LIVE LOAD RATED) &NON-SHRINKING CEMENT MORTAR. "`� 6.0'I.D.PRECAST REINFORCED CONCRETE 30"�10PENING 8„ �O� PRECAST CONCRETE WEIR STRUCTURE � Project No.: 2016036 FLOW - (AASHTO H2O-44 LIVE LOAD RATED) ~ Design: CMI 6.0'I.D. INLET PIPE BUTYL ROPE SEALANT BETWEEN INV.IN.(N)306.7' WEIR ELEV.: PRECAST CONCRETE SECTIONS,TYP. _ Drawn: KMK Ch'k'd: MCB INV.IN(E)306.7' INV.=306.25' 6" _ �� INLET PIPE _ Date: 10/05/17 Scale: NTS PRECAST CONCRETE WEIR INV.IN=306.7' � �� - _ #1 OR#2 CRUSHED STONE 12"Q1 ADS N-12 MANIFOLD �� 6" I� Rev: Description: Date: �� 24„ FLOW INVERT IN.306.04' �� ` � 12 1 ; p 7� -�� _ = ISOLATOR ROW FL� II � �� -� ��II _ III �-�-�� - - � � - - �� - - UNEXCAVATED/ ,�Jf, �4ii ii ii i�ii ii ii'-'-r ii ii i ii iii ii ii ii i�iiWy-Wii ii nr�Wi ii ii'-'-�i'�'-Wi�'i -4i ii iii UNDISTURBEDEARTH � II�II- FLOW FLOW 12" HDPE STORM SEWER PIPE OUTLET: �, —iii = _ � � OUTLET FROM INFILTRATION CHAMBERS � � — INV. OUT =305.5' NON-SHRINKING CEMENT INV. IN =305.6� � MORTAR PLACED ALL 12��SUMP, TYP. � � 6" � ROUND PIPE,TYP. �� III� �III GROUT KEYS WITH NON-SHRINKING CEMENT MORTAR&APPL � I I�II I II II� THICK COAT OF ASPHALT WATERPROOFING COMPOUND � � � 12"fd ADS N-12 MANIFOLD Drawinq Tit/e SECTION o INV.OUT:306.54' o = � � N N �, -�� 6„ �� OUTLET CONTROL STRUCTURE Stormwater Details o = PLAN (� ;� - - SCALE: NTS �n = � �2�� 24"Pl ADS N-12 MANIFOLD m = CRUSHED STONE ISOLATOR ROW ■ �i � �� UNEXCAVATED/ INV.OUT:305.6' o o P I a n n i n g B o a rd # 18./�/�/� M I II II—II II I II II I II I II II—II I II I—II II II II—II II I II II I II II I II II—II II UNDISTURBED EARTH �� Drawing No. N 24"Ql ADS N-12 MANIFOLD TO ISOLATOR ROW � D A OfOVdI o N� GROUT KEYS WITH NON-SHRINKING CEMENT MORTAR&APPLY THICK COAT OF � � �"'`° INVERT IN.305.60' �;� 12"SUMP,TYP. ASPHALT WATERPROOFING COMPOUND A Approved under authority of a resolution adopted W N a SECTION � �M .. � by the Planning Board of the City of Saratoga Springs. �_� � m�� DIVERSION STRUCTURE Chairperson . m m E ��z o � � � Date igned acnLL SCALE:NTS 1 A-600 � o � � � 0 �� o �� > � � � � U T .N _m � U'6 � � �� Z L a� Z �Q Q� c � �� Carmina �� 2 . L o� A-601 W��d o,� Qo � � • o N � MorrisDPC a �� 1 o� �; ,�L � A-601 4Bu aao Nerw York 1142030 � � � ; P 716.842.3165 �� ' F 7'16.842.0263 °o ��a�i �.0 � Unexcavatetl �312'-77/16" A` C �L \� �� N O ♦ N N U� N � ,��0 �� o �.� �P� �G o N� -� �� N IL � �`' � N Qt ' �_ �—�1 V � T tp �—� � � �- Q� GO Q�� °� mechanical 1 �P �O �3 � � - maintenencel � ��w trash N°a � � � Unexcavated - A`Q 2018 05 03 N .- - — — �' �Q ,� ==� -_� � i - �� -�� j --�I��--� �,w� '�--�- I I � �, o ii iu��--�� / \ � � � �__� � � N ,� �in� i q � � _ � �� , �ii ii Outtloor Space �3}� L-----� for Tenant —_--- � � 3� a�i z �' U�.� Open to Above �; -°6 0-N � u�io� c �m o �� 0 �— DN � o � � � � o� �°Z' `o� �o >,.. �'N N.� �� No q , __�� , i i i i �.o�w �� °'� _�°� - GarbageTruckRoute -- �--- � �� U O —— � `� �' - \ -__�� 17 Gatewl Fob N� °� "' __� ��, �:w � U P � U_ �Q B Q f6 N Ul Green Screen Green Screen Wal I Wal I C O N � Q •L I I I I O � 2 � .` � A-600 Z � � � Green Screen 0 � \� Wal I (n � � C w o � � � z � 12 '� o L U � � I I I I � p o M - 12 � D� _ � � � � � �� 309'0" I I 3 o � � � - o A-600 M 15 107 Spaces � �"��'��"�� Lower Par king Level UP i ii ii ii i i ii ii ii i i �� 214 Spaces Tot al E Green Screen � � Wal I �2 4 � O A-600 Basement - .� � 12 � 0 M �� I 12 I I � � z � � FUnexcavatetl � � q U � � � � � � � o .� a� � � � �� o0 � � a� � � � � � � Q � O � � � � L ° o G � � � � � w (� 15 I I Retaining Wal I O .(n O (� � � � � � � � � � � � � p (f� � � H o � � _ a � _ -, . _ 4` da , _ ° I I b'�4' � � ,. __-_ �a ° � � �a�� Issued for Construction: xx.xx.xx �a � � � � �� ,'�a- � "� � a. _� -� � � �� a I I Gr een Scr een Wal I �i � � �- � ° � "�4 � Municipality Submission: 05.03.18 �= ; � � ° �_Gr een Scr een � 4 _ ._ � a � °- � a _ _ - „ a_ - Retaining Wal I Drawn By: DMJ d P4� 4- Wa� � � o __ ; ' °� ar a a a� . ' ,d a .4, ' � °' , �. �� Elltfal1C8t0 � 4a � ° ° a � �a � a � � Fil l for RampAbove . �a � � _ _ ° a � a. �a- � � °��_ �_ �ower �evel � a . � �° � � . , DRAWING NAME: A° �a. � ; �a � " � ° ` , � �a Parking �_ � � � ��- " � � _ � � � � � . . - " ,� , a4 _ - -e , . e � . � ., , �40 - , 4d' . � - - , , a a. � , °�' �4` - - . . . - • �� _ - a 4 ap . .. . �. . _ „ 4 . ,�°. : �� . ' _ _ �- ' - �a _ " �. � ° �- - _ - � - - - a - ' _ - - - - � _ . _ _ - -_ � _ _ " � � - - - . , d m ' a, _ _._- _ - , , �4_ . ' ' ° _ - a_ _ , _ , �4, -�- - - _ _ " , - � d�4:- d 4 _ _ - ��O�� ' ° a _ - , _ - _ � '-� � ° .- , � : , -' _ ,_ � - , 4 _a a a _ -, , _ : - 4� . �• _ , , e " - - � _4�� _ _ - � -_Qo. a � _ . a. _ . ._ a �. _ . . ' Q _ . e , _ , , , � ' � . _ _ - � , -, - _ ,_a �4 . a - , . _ - , a - _ . � _a , , a '_ _ 4d � . _ e _, . , a , a , _ d 4_ a 4 _ , ' , � . , , _ _ � . _ , _ _ . ., , 44'� 68dfOOCTI ° � a , - ' ' ° 4� 4 a9- C7f@ell .S 8Ce � ° 6a .a � 4 an 4 ' 4 ° a a � ° � , � � p � a �� a a aa � �a� � Floor (66�2 Bedroom) � . � ° - a . � , a _ � � ��, � � � � � � �� _ a , . �� : �e 4 4 9 0 Total 110 �_ , °`. °. � _,- -_ � _a _- � 9 _ a � ` � � � . � � _ �o� I I I I r _ - � �zRetaining Wal I � �; � ��I � . ° _ �� eo° � � � - - . a . Fil I for Ramp bove ,o� a � � d,_ , _ ' _ - 4 a _ . a4 _ � 4_ _ ,_ . a ,. _ - _ . Li-a aS _ .4. , p4 - -, - 'Q _. , ,4, a. _.,4� G, n 4 �4, e G/ 4� ° 4e -ad, �� . - �a ,a a9 _ - 4 -� , ,�4_ ,� Q4. _ - . �a� ° °, . ,.a .,a 4' '_a4e � .: -4�a � � �4:- . . �a-� _ � , a , "_ a 4 - L.L b ,i . " tr a . " ,�y'v' � � � 4 Q�,a _ _ � . � . - _ . - . - . ' - _ . -- � � 42'-6" I 36'-0" I 36'-0" I 36'-0" I 42'-6" I DRAWING NO. M (;rj — — — — — — — — — — — — — — 00 - - � � � 1 2 3 4 5 6 � � Ground FI oor PI an , Proiect No: 17.018 A-1 00 1 / 1 6" = 1 '-0" 1 A-600 � � �- — 0 c 0 �� o N� � .� � � � U- �N m Z� � Management 1 Leasing Off ice � �Q 980 sf � ��° unit 9 `� �arm�na � unit 1 unit 2 unit 3 unit 4 unit 5 unit 6 unit 7 unit 8 unit 10 Mail ��o�� 1,000 sf 740 sf 740 sf 700 sf 740 sf 700 sf 740 sf 700 sf 700 sf 700 sf � �� • � � a� 2 � _ � WOOCI Q o � A-601 � N o� Civic Space oPc a �� 312'-77/16" Morris �� 1 '�L � Buffalo, New York 14203 4 7 Main treet uite 6 0 0 �� A-601 P 716.842.3165 �� ' F 7'16.842.0263 � �N Opento _ �L � 317'-6" below � N o � �- Rail ing 'l �Q� U�� o � X � G � �� P�� N ° `_° DN UP � G� N N (6 ��j� OA`J .� Q N — r' `" Q�� Q v G � �� unit 15 unit 16 unit 17 unit 18 - �o J unit 11 unit 12 unit 13 unit 14 _ � � � 0 980 sf 960 sf 970 sf 980 sf 630 sf 630 sf 630 sf 675 sf �� Commercial GQ �J w i� iii T e n a n t ` N.oa 'L___J �2,s�osf 0� 2018 05 03 � - - � — — � U Q J Q 7� --� / X'O — ��3 I — �' �6 N I 7�� —— —— O �� I _3} co I � 3� � J . a�i Z �' ---- �� 3 o�� ° Open to Bel ow Open to Bel ow � � u�io� c (� �m o Q �� -6— o � � � � o� �°Z' `o� �o >,.. �'N N.� '� � � A � � � � � o `� O N U�•�- ' � N� V O N y ��' �° \ = 17 � � � L � U — M �� DN � �' U�aIN Q f6 N � V Green Screen Green Screen C Wal I Wal I � cn +� �L � � I I I I 2 � o Z v�i O °� � A-600 o m _ 0 OO Green Screen � > Wall � W O � C � z � 12 L � U U 00 �0 12 319'-0" il �319'-0" D ,�- � � � � � Up , 15 �� iL--i _ dn LobbyFrom _ 0 �� Ramp � I I I I 3 � A-600 � Union 107 Spaces � , � DN Coats � � Upper Par king Level D 214 Spaces Total to basement = 0 I I I I 319'-0" �] °� ' J.C. E Trash Green Screen � � Wall 12 � 965sf Kitchen � � � � � Q 4 � � I A-600 0 � � .� 13 � � � � � � n � `fl � Q�, � Bar � I o O° � 26 Seats Qi � Restaurant � U � "' � � � I �2 ❑ ❑ 5,100 SF � � � � z 0 � � � � � F Dish � � � � � ♦ 1 (n Vest. �_ ,� `J � � �319 0 � O � I I I I Wal k-in Receiving � � � .� Cool er � / �� - � ��- � I x W � i �X' i i �X' i ��, / � � Q.� �� ! _- � _ Q I..L � � � i , � i i , � i � � � � Seat in g � \ / Pat io M Z � Q � 124 Seat s I X Seat ing � � � � � 0 Each Circl e / \ 48 Seats w � � G isa4top � � �(n O � � 14 I I �� / � � � � o = x � � _ � � � � � � � � TruckRoute �/ � M H - � a = Issued for Construction: xx.xx.xx a da �� °� �: ,a��, � - � � � Pantry o ' Municipality Submission: 05.03.18 �, � � � � � � ��_ � �� a � � � � �� Green�ScreenWall I GreenScreenWall � �� ° � � ° a�� 4 Retaining � � ��i � �°� �-----=� Drawn By: DMJ � � °Green Screen � _ " � �� ° a a_ - a a_ - " Wal I ---_= i � _ a �,r a � - a � o a4- , Wa� � �- � � � - � _ _ _a: � � 4a , _ . � , - _ a p o �4a" �4� � . _ _ 'd6�a .� � I IIII �VI ✓\ � � �� ° � -- - � `� DRAWING NAME: _ � a o �4 a - _ � - _ ° ' a ,_ 4a a _ -' . _ �a. � - _ 'a,� _�-o da . �_ a �_ ' � � _ a ��. _°�Q a . - - • � ' _ ' _ � �4 , _ - - . ' � � � . _ ,_ a � a . R m � a to ��. . �a. � a �RampBelow� � � � � � ��a ��o,. , �. �p � ��Upper Level °. ; � . � e � a °� �, "Parking � � _ . � _ � � oa - o � ��rSl ��r - - , '4 . - " , a _ - .. , . - � 4 ' ' - , � ,. _ . - . - �"Q a 'p ._ . , � • " , d , �°- - , . . " a . . _ a a _ a �., � � a a 12, 0" a . 36'-0" ° n 25'-9 11 2�� 18'-0" � a , 4_ " � , � .- , _ , „ _ - � _ ; _ ' �4-� - � _ m � , _ � . '4a' ,_ - ° a . . . � �, - ' _ , . - � - . � _ 1 - � � ' a `4 4 _ � , - , a . _ . , _o , �_ , , ' a _ _ a , / [� , _ 4d . . a 4 • _ • - _ ' __� " � da4� o_' � - ° a a_ " ' VrP.P.nJpa�iP. Q ° _ .�a ' a F 4 a � ° _. - - 4�' �� - ,. : .. . _ , _ .- Q a4. - " , "'. . 4 �:Ba- .� ,4 , b � � a _ ' - d� an, ' - 4" a4 ' _ - _ ., - ., . 4,a q.a 4 � �a� - a4. � a . . . . ,- - , a , - - .4 . - a , � - , d 9 a �. - - : a _ �'� , , _ °- � ' - Q < _ - - . : _ , ' , a' ' _ Q� , ,, � a ,- ., • _ a � ° 4_a� ' ' d I I I I a °� �n � � �_ � � � � ° - � �° � ao° � � � �Rampto Upper Level Parking �a�� - � � � �_ � � ._ �� Retaining Wal I a�, � - ,. �_. � °� �_� ` � -° �a � �o� �: ° � _ � � a - . ,- , , , ' a 4� , , a , � _,4� . c v ' a t " a4 . � - 4� a . - a _ - _ _ 4a 4\ � _ _ , . , a � . , , � _ ,_ _n a _ � ` I 4�a � - _ �a , ,a .- ' , a _ a , � , ,. �e� _ � ° 9 _„ 4 , _4• � � 4 d �4' � � - a 4' ' � ', p4, � a d � � a � 4 L ' _4 _�4,- � _ a-- a " a _ � d� - " • � _ - tr d . _� - - - � �� b _ _a � � 4� • �� - � DRAWING NO. «� I I I I I I c�i �p — — — — — — — — — — — — — — — � � 0 N 1 2 3 4 5 6 , � � Fir st FI o o r PI an , "' � Project No: 17.018 A-101 1 / 1 6" = 1 '-0" � 0 0 1 1 `6� `6 A-600 A-601 o N� .� � � � U- �N m �.� � Z L a� Z �Q Q�� unit 37 � �� 935sf Carmina �°`� o ♦ ��o�c � �' � -- unit 19 unit 20 unit 21 unit 22 unit 23 unit 24 unit 25 unit 26 unit 27 unit 28 WD�d Q o �; 2 930 sf 740 sf 700 sf 740 sf 700 sf 740 sf 700 sf 740 sf 700 sf 700 sf � a.o� A-601 unit 38 Morr isoPc o� � 775 sf '�L � 4Bu aao Nerw York 1142030 � � � P 716.842.3165 �� ' � F 7'16.842.0263 °o �� m c N i � �U N .� (6 L �� `O � � ° unit 39 � � � �� 775 sf � � o ' X unit 45 `�` �� o N�0 700 sf G N N (6 � �!'� OA`y .� Q N Q ,�G `„ Q�� -_ �o J unit 29 unit 30 unit 31 unit 32 unit 33 unit 34 unit 35 unit 36 � '' � 0 980 sf 960 sf 970 sf 980 sf 630 sf 630 sf 630 sf 675 sf �G� 3� unit 40 � � o a 95�� S 6 9 5 0 s f �O 2 0 1 8_0 5_0 3 � U Q Q 7 ai X'O �W� U - � � N �--�I = m--�I 7� � Ik-- t i � � - �3}� - �Z o� unit 47 unit 41 � �_� 950 sf �� 940 sf -°6 0-N � u�io� c �m o Q �� -6— o � � � � o� �°Z' `o� �o >,.. �� o � � N o unit 48 ��°�.a 715sf y U N �� U � N � N� O� � unit 42 940 sf L � U �� w �' U�aIN Q f6 N N� � � O �L � � unit 49 Uj 'L � 940 sf Z � � 2 0 Q � A-600 u n it 4 3 � � 940 sf W O � � Z .� L UU unit 50 � 930 sf � � unit 44 940 sf iiii � 331'-6" 3 A-600 Trash Rail ing unit 51 FitnessCenter, � 1,075 sf GameRoom O Laundry 4 1,100 sf �� A-600 �333'-0" � � � � � (� z O � � U � � � o � a� � �� .� m � w a� � LeaseableArea Q L.L O � � � 2,00o Sf z L � � � � O � � m � � � �� pc�, � ° � � � � o � � Issued for Construction: xx.xx.xx Municipality Submission: 05.03.18 N Drawn By: DMJ DRAWING NAME: Second Floor � � � � DRAWING NO. M � 2nd FI oor PI an M � A-1 02 1 / 1 6" = 1 '-0" � 0 N � "' Proiect No: 17.018 / � � 1 1 o A-600 A-601 � 0 �� o N� .� � � � U- �N m �.� � Z L a� Z �Q Q� c � �� Carmina -�� o . �� o�� unit 53 unit 67 V V��d �-�� 800 sf 935 sf ♦ DPC a�°� unit 55 unit 56 unit 57 unit 58 unit 59 Morr i s o� � 2 730 sf 720 sf 730 sf 1,100 sf 1,050 sf •i L � A-601 unit 52 unit 54 4Bu aao Nerw York 1142030 950 sf unit 68 � �.� �,090 sf 950 sf P 716.842.3165 �� ' F 7'16.842.0263 °o �� m � N � �U N � .� (6 L �� `O � y O �� p. �G 0 0� ,_ „ unit 69 � � :N Q� �}342 0 � unit 75 950 sf G�- �� ,N 700 sf �v O� � � Q G �� 0 J � J O 3 � ° �( � ��w _ ` N o a unit 61 unit 64 unit 65 unit 66 — �O 2018 05 03 � �Q unit 60 950 sf unit 62 unit 63 970 sf 950 sf 700 sf — — �-'� 950 sf 950 sf 950 sf unit 76 unit 70 x� �w� � � � 950 sf 950 sf .. � ti �� Y � N 3:° _ - � a�i z �' - _ ��'3 - o�� ° N Ulllt �� 0 940 sf unit 71 Q �� 950 sf -�_ o � � � � o� �°Z' `o� �o >,.. �� o �° N � c � o `� O N�V-C.�- N �� U � N � N� O� { 7 L� N U U n I L I� °'°' _`` 715 s f �' U�aIN Q f6 N N� unit 72 940 sf C N O �L � G � •N O � � unit 79 — Q � 940 sf (n � 2 unit 73 W O � A-600 940 sf � Z C .� L � U U � 00 unit so 930 sf unit 74 940 sf �342'-0" Opento bel ow 3 A-600 �Trash �� Rail ing � unit 81 1,070 sf 0 .� � 4 A-600 � � � � (� z O � � U � � � o � a� M� �� Roof of '> W �^ Co mmer c ial W v J Space � Q� O � � Q � L � � � � � O � � m � � � �� pc�, � ° � � � � o � � Issued for Construction: xx.xx.xx Municipality Submission: 05.03.18 Drawn By: DMJ DRAWING NAME: Third Floor Plan � � 3rd FI oor PI an o A-1 03 1 / 1 6" = 1 '-0" DRAWING NO. � M M � � � O N � "' Proiect No: 17.018 � 0 1 1 � ° A-600 A-601 �� o N� .� � � � U- �N m �.� � Z L a� Z �Q Q� c � �� Carmina -�� o • �� ' � � W�� Q o � unit 96 � .�, o-0 935 sf oPc a�� Morris �� unit 82 unit 83 unit 84 unit 85 unit 86 unit 87 unit 88 487 Main Street su�te soo 'E L � 2 1,400 sf 1,400 sf 680 sf 680 sf 680 sf 830 sf 1,275 sf Buffalo, New York 14203 ��•�°-,' A-601 P 716.842.3165 u n it 9 7 F 7'16.842.0263 °0 3� 950 sf � �a� � N ��U N .� (6 L �� `O � N O �� P �G 0 3� �352'-6" w` � ooio � � � � N � � unit 98 G_�`� � � � N Q�� 950sf ��Q � o J unit 104 � .3 J o 700 sf !' � w � ` N.o a A`0 2018 05 03 „ �� unit 89 unit 90 unit 91 unit 92 unit 93 unit 94 unit 95 � �w� 950 sf 950 sf 950 sf 950 sf 960 sf 950 sf 690 sf � � N unit 105 unit 99 '�'� 950 sf 950 sf �Y � .3}� � 3� a�i z �' �� 3 U+' � ^, � O� W V�j O� C a�m " o � � � � � unit 100 � �� o�� unit 106 S � �� `o °' S �o >,� �� o �° N � c � o `� O N�V-C.�- N �� U � N � N� O� � i L� � U °'°' _`` unit 107 �'U•— U Q� �a 715sf unit 101 940 sf � cn +� �L � G � •N � O � � unit 108 (n � > 940 sf > � 2 � Z •� A-600 unit 102 � 940 sf � U Ua 00 unit 109 930 sf unit 103 940 sf � 352'-6" Laundry 3 260 sf A-600 �Tr ash � 0 .� unit 110 � 1,070 sf �� (� z O � � U � � � o � a� � �� .� m � w a� � Q � � � � � � L � o � � m � � � �� pc�, � ° � � � � o � � Issued for Construction: xx.xx.xx Municipality Submission: 05.03.18 Drawn By: DMJ DRAWING NAME: Fourth Floor � � o � 4t h FI oor PI an DRAWING NO. � M A-1 04 1 / 1 6" = 1 '-0" c�i � � � 0 N � "' Proiect No: 17.018 � 0 c 0 `°° � EXTERIOR FINISH SCHEDULE oN� o °-`6 A-500 �N m CALLOUT PATTERN MATERIALS DESCRIPTION LOCATION �.�� z� a� z �Q A-500 Carmina � `°= Par kl ex Par kl ex a� � Wood Rain Texture:TBD Sel ected Locations � � � �� ♦ -�.� o Screen Color:TBD � �� A-500 2 `/�, Q o � GI azing:As Specif ied � v V�� .N o� 2 0 G I ass Tex ture:Smoo t h Se l ec te d Loc a tio n s �� DPC a�� Color:AsSpecified , Morris ��° �' 8 3 487 Main Street Suite 600 ��L � GI azing:As Specif ied \ �� 1 �� 2 6 7 2 1 2 Buffalo, New York 14203 �� 3 Spandrel Texture:Smooth SelectedLocations � � Roof P 716.842.3165 364.5 �� Glass A-500 A-501 \ � F 7'16.842.0263 o ;= Col or:As Specif ied V � ��, Fiel d Facin Br ick � � � 9 0 � �� N ° 4 Brick Size:### SelectedLocations 2 A-501 � 4th F� OOC P� all ` '��O � � � � Color &Texture:### U�� o = X Mortar Color:### \ \ � � � �� 352.5 `A`P �� 0 0�� A-501 4 � �� '�� CJ� N N (6 !' �` �� N 50 Green Wal I TBD Sel ected Locations = \ � `� O`_ o_ 3rd FI oor PI an Q� G �o� �- -- - -_ � ,--- - 342.0 � �� ° � . . Finished � � _ = �� J W . -O a 4 —� - � Ex osed in Color.StainToBeSelected BaseofAddito � �°� � ° � cop�rete � 2nd FI oor PI an 0 _ _ �j6q a ` � � � � �, � ---� 331.5 � Q�� x� _.. �� Fiber Cement � - ` � ;�,� 7 RainScreen Manufacturer:HardieBoartl � � � � � � � �, O Panel s Col or:TBD Sel ected Locations � �Y � Brewer � �— A-501 � 319.0 �� 1 st FI oor PI an 3� �o � 3� °z �' NOTES: � � �,�- �� 1. IMPORTANT! Beforefinal orderingof materials,coordinatecolor schemeswitharchitect viauseof 7 5 6 • �o� exterior elevationsincolor! N °'��N 2. Refertowrittenspecificationsforfutherrequirementsforeachexteriorfinishlistedabove,including Key PI an 5 Northeast EI evation � �� o �� finishesfor doorsandwindows. 0 �— ` 3. ALL ad acent co in s,fl ashin s and tr imshal l match main f iel d col or area mater ial U.N.O final � " _ $ �'-0" A500 " ' " o � � � � p g g ( ), 1 / 16 = 1 -0 �� o� selectionshall bebyarchitectfromphysical samplesof inetal flashingsandtrim. �o �,� 4. ALLmaterialsonexteriorfinishshceduleshall beselectedfrommanufacturer'sFULLrangeofcolors �'N N.� -�N � � unl ess otherwisenoted above. � o N s 5. ALLitemsmountedinmasonryveneer shall receivetheproper pre�nanufacturedtrimstoneor precast ��°- concrete(foritemsincludingbutnotlimitetltolightfixtures,electrical outlets,plumbingfixtures, N �� U �� o� etc.) Some items may not requiretrimstones if boxes are conceal ed behind fixtures and fixtures sit L� �, � pl umband I evel against masonry. Coordinateitems in question with theArchitect. °'� °''� 6. ALL exterior dis-simil ar material s shal I becaul ked weather tight with sil iconecaul k,col or to match �' U'al N Q� � Q adjacent materials. Contractor shall coordinateall colorsselectionof caulktobeusedonthejob with theArchitect using el evationsfor I ocation and appl ication. C N O 'L 5� � 2 7 � 7 2 2 2 7 2 2 7 2 2 7 2 2 7 2 2 7 3 5 Ro o f (� �� O � \ � ' � � � � � � _ 364.5 � N O , �� ' � — ��, o �� '� �� , � i 4th FI oor PI an w o ``� � � � 1'�� \�, i \�� 3 5 2.5 � Z �'� `� � � � � � � � � � - � � � � �� . 0 3rd Fl oor Pl an U (� , _ � 342.0 � � � � � � � � � � � �� 0 F � 2nd I oor PI an � � : 331.5 � � � � , I�II �I , _ � ; � � � � � � � � � � � � � � � 1 �� .. ' I .. I .ii... I . �.. N ` � � � I / \ � � � �� ; .. .. � �� I �� i i i .. � � � � - ' _ - � - , , . • * Br ewer � � � � � � � � : � � � � � , - �. � � � � � � � � v _ 319.0 � � - , � � ,, . � � � � � . - � � . � . � . , � � i ; � " � �- - I_ �� — � �' ,. - . : � � � � �� "� '. ,, � s 7 5 �� 1 s t F l o o r P l�a� 6 4 1 1 4 6 1 4 1 4 6 1 4 1 Ground Level � 309.0 � NorthElevation a�oo 1 / 1 6" = 1 '-0" � 0 .� � .� � � � (a z o � � U � � � o � � -� 2 3 7 3 2 � 2 Roof � 2 �� 3 � 2 3 � 2 3 � 2 3 � ,2 3 � � 3 2 Roof � � ��^ 364.5 364.5 W > v, �, ' � ' � c � � O � � \ , : ; , � , I � Z L � � \ � 4th FI oor PI an � � 4th FI oor PI an � O 352.5 352.5 U � � � O � � � � � � � � � C � •(n O (� � 3rd FI oor PI an C 3rd FI oor PI an � � � C� 342.0 342.0 � Q � � � � � � � � � � � � � � � � � � � � � � � � � � � C 2 n d F I o o r PI an 2 n d F I o o r PI an Issued for Construction: xx.xx.xx - 331.5 331.5 Municipality Submission: 05.03.18 Drawn By: DMJ �� , � � � � , � � � � , � � � , � � � � � � — — — 1 st FI oor PI an � , � * Brewer DRAWING NAME: � 319.0 �� , � , � , � � „ �,. � 317.5 —�� „ � " � � � � � � � �,.� �� " � � � �. ' ' . � � � , � � �� i � � � � Exterior � � , 1 st FI oor PI an � � � � �� Ground Level � � � � � � 1 6 309A � � 317.5 �� 6 1 4 7 1 4 7 1 4 7 1 4 7 1 4 1 6 GPOUIId �@V@� 309.0 � 2 West EI evat io n 2 g So ut h EI evat io n � � a�oo 1 / 1 6" = 1 '-0" A�oo 1 / 1 6" = 1 '-0" DRAWING NO. � M M � � � O N � "' Proiect No: 17.018 � 0 c 0 �� o N� .� � � � U- �N m �.� � Z�Q EXTERIOR FINISH SCHEDULE �� Q�� o CALLOUT PATTERN MATERIALS DESCRIPTION LOCATION Carmina ��o,� A-500 • � �' � Wood o�� Par kl ex Par kl ex �-� � �� WoodRain Texture:TBD SelectedLocations � • a�°� -- Screen Color:TBD A-500 MorrisoPc �� ' 5 �i L � GI azing:As Specif ied 487 Main Street su�te soo �� , 20 Glass Texture:Smooth SelectedLocations A-500 2 Color:AsSpecified 2 7 2 U Fo7'168420263 o � � P 716.842.3165 � �N Roof ��L GI azing:As Specif ied _ 364.5 � Spantlrel Texture:Smooth SelectedLocations � � 0 3 , g � � �� 0 � �, N �� Glass Color:AsSpecified \ 3 �' "�� P � ' X � 4th FI oor PI an � 0 0� Fiel d Facing Brick A-500 A-501 352.5 �`� �� N � � Size:### � �� A`� �� T N 4 Brick Sel ected Locations Color &Texture:### � �� O�" �� Mortar Col or:### 2 A-501 � � _ =oJ `� � 3rdFloor Plan � J 342.0 G�� .3 � o a' - \ � � ` �oa 50 GreenWall TBD SelectedLocations A-501 4 � �� . Second FI oor - '� N � � � So ut h � �0 2018_05_03 � �Q �-�� 333.0 �w� ° F�n�shed 2nd FI oor PI an � � � � � a.�� Exposed Color:StainToBeSelected BaseofAddition � � � r 331.5 o�n� ° � _ , _ _ Concrete � 3} `° a � Brewer �Z�, Fiber Cement Manufacturer:HardieBoartl \ ��3 7 Rain Screen Sel ected Locations 319.0 �o� O Panel s Col or:TBD � 1 7 7 2 1 7 - � St F� 00 C P� all � �,�.N \� 317.5 � �� o �� N O T E S: A-501 G r o u n d L e v e l � � � � �° �' 1. IMPORTANT! Beforefinal orderingof materials,coordinatecolor schemeswitharchitect viauseof � 309.0 �z ° `° exter ior el evations in col or! �o� `o °' °'� T� 2. Refer to written specificationsfor futher requirementsfor each exterior finish I isted above,incl uding �'N N.� -�N � � finishesfor doorsandwindows. e�/ an � So ut h EI evat io n 2 �.o��Q 3. ALLatljacentcopings,flashingsandtrimshall matchmainfieldcolorareamaterial (U.N.0),final � � ��- selectionshall bebyarchitectfromphysical samplesof inetal flashingsandtrim. � �� _ $ ��-0�� A501 1 / 1 6�� _ � �-0�� N� N 4. ALLmaterialsonexteriorfinishshceduleshall beselectedfrommanufacturer'sFULLran eof colors N� o� 9 L� �, � unl ess ot herwise noted above. °'°' _`` 5. ALLitemsmountedinmasonryveneershallreceivetheproperpre�nanufacturedtrimstoneorprecast �'U•- U Q� �a concrete(for items incl uding but not I imitedto I ight fixtures,el ectrical outl ets,pl umbing fixtures, _I etc.) Someitemsmaynotrequiretrimstonesifboxesareconcealedbehindfixturesandfixturessit pl umbantl I evel against masonry. Coordinateitems in question with theArchitect. 6. ALL exterior dis-simil ar material s shal I becaul ked weather tight with sil iconecaul k,col or to match adjacent materials. Contractor shall coordinateall colorsselectionof caulktobeusedonthejob � N with theArchitect using el evationsfor I ocation and appl ication. � �L � O � 'L � 2 7 2 1 Z � o Roof 0 O 364.5 (n � �j i � � � � W O � ��u ni ninii i ni nii i nii nuninii ni i N c � � 7 � 4th FI oor PI an � Z � 352.5 L � (� U 0 � _' U �� 0 3rd FI oor PI an � 342.0 - � � o ' _- � ♦ o �, - _ � 2nd FI oor PI an N _-� � 331.5 _ � _ � � � � � �,�� - oo e � � , , , , Br ewer 319.0 2 3 2 7 2 7 2 2 7 2 1 st FI oor PI an 317.5 Ground Level 309.0 2 East EI evat io n � A501 1 / 1 6" = 1 '-0" O .� � .� � � � (a z � 2 7 2 � Roof 2 ' 2 � Roof U � � 364.5 364.5 � � � �� N � � � N � O •i � �� 4th FI oor PI an � 4th FI oor PI an � m � _ 352.5 _ 352.5 W � � � � � O � � 0 0 � � 3rd FI oor PI an � 3rd FI oor PI an 342.0 342.0 Z � � � � - - � - - � � 0 � � �� Second FI oor - � � Second FI oor - U � � (n -� � � So ut h � � T So ut h � '� O � � 333.0 * 333.0 � � � � � 2nd FI oor PI an � 2nd FI oor PI an � � � � (n N 331.5 �, 331.5 � Br ewer � � ,, � Br ewer - � � � � � 319.0 _ � � � � � - `1- � - � �� 319.0 Issued for Construction: xx.xx.xx - � . � � � - � , � � � � Munici alit Submission: 05.03.18 � � � � � � � � � � � 1 st Fl oor Pl an � � � . � � � � � � �� 1 st Fl oor Pl an p v � I�_ � � � � Drawn By: DMJ � . . ' 317.5 � � � � � � � � . s � � � � , . �. . � , � � � � ' � 317.5 � . 7 2 6 Ground Level 7 2 6 6 �` ; ��,�� 6 7 Ground Level DRAWING NAME: 309.0 309.0 Exterior 4 West EI evat io n Elevations 3 So ut hwest EI evat io n A501 1 / 1 6�� - � �-0�� A501 1 / 1 6" = 1 '-0" � � N � DRAWING NO. �ci M M � � � O N � "' Proiect No: 17.018