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HomeMy WebLinkAbout20210989 Stewart's 402 Lake Site Plan Supplemental-Site Plans, & Other Plans � SH��T I1�D�X SH. DWG. SHEET TITLE NO. NO. I T-I TITLE SHEET 2 S-I EXI5TIN6 SITE PLAN �O 2 ���� ��� S���T O C� S�� I �l C S �l'�' I 2 8�� 3 S-2 PROPOSED SI TE PLAN � � 4 S-3 UTILITY PLAN 5 5-4 C RAD I NC PLAN FYPON MOLDIN6 MLD449-Ib TO BE 6 S-5 STORMWATER MANAC�EMENT PLAN WHITE IN CALOR �YPON MOLDING MLD520-Ib TO PROPOSED I"I SQ.�T. �1'PON MOLDIN6 MLD449-I6 TO BE ASPHALT SHINGLE 5/4"x4"ftZEK MOLDING TO BE -I S-6 LANDSGAPE PLAN BE YJHITE IN CALOR BUILDIN6 51GN WHITE IN GOLOR WHITE IN GOLOR ARGHITEGTURAL STYLE ESTATE GRAY 8 5-�i PHOTOMETRIG PLAN �1'PON MOLDIN6 MLD520-Ib TO BE - PROPOSED I"1 SGl.�T. �I S-8 VEHIGLE ROUTINC� PLAN YJHITE IN GOLOR - - - BUILDIN6 516N 10 S-9 SIDEWALK 8 PARKIN6 PAD PLAN 5/4°x4°r,zc-K Mowir�ro I I 5-10 ROO� DRAIN � PARKINC DETAILS BE WHITE IN CALOR 5/4°X4°AZEK�RIEZE 12 S-I I STORMWATER DETAILS BORRD TO BE YJHITE IN �, - - ��� 13 5-12 EROSION 8 SEDIMENT GONTROL PLAN HARDIE BOARD�IBER GEMENT IQ- 5-13 MISGELLANEOUS DETAILS GLAPBOARD 51DIN6 CALOR: GOBBLE STONE — � � � ��� �� � �� _.._ ❑ ❑ - ❑ ❑ 5T0�VENEER TO WRAP ON SILYER ALUMINUM SQUARE CALUMNS TO BE FLUSH A6AINST SILYER ALUMINUM (2J SIDES OF BUILDIN6 AT 3' STOREFRONT BUILDIN6.GOLUMN TO BE PAINTED YJHITE IN STOREFRONT GOLUMNS TO HAYE STONE ABOYE�INISFIED�LOOR CALOR VENEER B+4`-�E "f5'-O" 53'-O" LED DOWN �'-I�� LI6HTIN6 �U I LD I NG �L���I TON, NOi�T� �U I LD I NG �L�Y�I TON, W�ST ����►� ��� � ,�_8�� , HARDIE BOARD�IBER GEMENT ASPHALT SHINGLE ARGHITEGTURAL STYLE �1'PON MOLDIN6 MLD520-I6 TO BE '� GLAPBOARD 51DIN6 GOLOR: ESTATE GRAY WHITE IN GOLOR GOBBLE STONE FAGIA TO BE WHITE IN FYPON MOLDIN6 MLD449-I6 TO BE ��� WHITE IN GOLOR � � � 1 1 1 � 5/4"x4"AZEK MOLDING TO BE � i - WHITE IN GOLOR i ������ � OOO�OOO OOO �� OYfRHAN6 ��� ���� ���� 5/4"x4"AZEK FRIEZE � `P � ��� O�� � BOARD TO BE YJHITE IN � _ m �c���c����� �' CALOR - - 6 C1��0������ � m N ������ OO � � �;�o�����;O� �� � C�V��C�-� C�� � - _ _ _ 21_�II (V . � ����� ����� _ ST�� - � � _ �i�0i�05�D MONUM�NT S I GN SPAGE — q - 51ZE: - l'-I"x5'-8" = 40 5Q. �T. BARD HVAG BARD HVAG LETTERS: - I/8" PLEXIGLA55�AGE ON 20" THIGK UNIT UNIT SQUARE GOLUMNS TO BE FLUSH GAN b'x8'AZEK SHEET.TO MATGH A6AINST BUILDIN6 AND WRAP DELIVERY DDOR SIDIN6 IN CALOR AROUND CARNER.CALUMN TO BE PAINTED WHITE IN CALOR ILLUMINATION: - EXTERNALLY ILLUMINATED WITH LED CANDENSIN6 CANDENSIN6 TRANS�ER SWITCH DOWN LI6HTIN6 UNIT 8"AZEK UNIVERSAL UNIT EXTERIOR ELEG.PANEL E��•�T� - BlJf26UNDY LETTERS SKIRTBOARo ��LO�R�•°O°R - WHITE GOLOR BAGKGROUND - 14" SGROLL GA5/DIESEL PRIGE NUMBERS �U I LD I 1�G �L���T I ON, 50UT� �U I LD I NG �L���T I ON, ��ST �00�-�" 20�-��� 2�'-O" I�8�-0� I, TYP �ON MOLDING 1�1 MLD520-Ib � YJHITE ALUMINUM PAGIA �1'PON MOLDING 105"x25."f5'(1.88 SF)PUMP I I MLD641-Ib I I TOP LED PRIGE SIGN I PAPER TOl^�L DISPENSER MULTI-PRODUGT MULTI-PRODUGT s DIS?EN�(MPDJ DI5PEN5ER(MPD) YJASHER�LUID BA51N 10'x3'CANGRETE ISLANDS(TYP) ��f N � . . . . . G�S G�NOfi�Y #I �L�Y�T I 01�, 1�Ofi�TH G�S G�NOfi�Y #I �L�Y�T I 01�, ��ST ��-0�� _ , � , b���� a��-o° 20�-0' a ` nP � FYPON MOLDIN6 ,�� MLD520-I6 � WHITE ALUMINUM �AGIR 10.5"X25.15"(1.88 SF)PUMP � ry FYPON MOLDIN6 TOP LED PftIGE SIGN PAPER TOWEL DISPENSER 3+1 MULTI-PRODUGT I MLD641-I6 I 3+1 MULTI-PRODUGT 3+1 MULTI-PRODUGT I Q DISPENSER(MPD) DISPENSER(MPD) ��5PEN5ER(MP�� WASHER FLUID BASIN � 10'x3'GONGRETE ISLANDS(TYP) �Q4 a � 7F ry m � -- ----- -- - � � 24'-0" I. TYP 'f 4�-���� C��S G�1�Ofi�Y #2 �L�Y�TION, ��ST G�5 G�NOfi�Y #2 �L�Y�TIO1�, 1�Ofi�TH b����� STORE NAME,ABBREYIATION b NO. ------ - _ ___ _ TY�I G�L �U I LD I 1�G 51 G1� l�l�I��L ��� - W�I� - I O I '� OF NEW SITE LOGATION 51ZE: - Il SQ. FT. (SWOOSH: 2 S�,LETTERS: IS SF) ,`Q.�� EpW IN�T yO,p �02 Ln1�� l�Y�, S�iZ�TOG� Si�iZl NGS, NY 12866 LETTERS: - I/8" PLEXIGLASS FAGE ON 4-I/2" THIGK �v0� y�L� GAN �i �`?� r ..-. .; r � DATE NO. REYISIONS �►� «.,...,..�...�.. DRAWN BY. ILLUMINATION: - INTERNALLY ILLUMINATED WITH LED � � RR LIGHTING 9/14/21 ADDED;SIZE OF PUMP TOPPER SIGNS AND BUILDIN6 NTS '�`� - BURGUNDY LETTERS c�J� f c�si� �j= 516N DEMENSIONS.GHANGED MOWIMENT 516N TO BE SGALE: - WHITE GOLOi2 BAGK6ROUND FOA � 6 � EXTERNALLY ILLUMINATED ��� DATE: 3/17/20 9 1 O9 �� 10/12/21 REDUGED GANOPY�2 TO(2)DISPENSERS ��FESSIONP �LOOi� L�YOUT D��INGNO. SARATOGA SPRINGS,NY 12866 T-I TEL. (518)581-1200 �AX (518)581-120q ALTERATIONS TO THIS DOGUMENT BY OTHER THAN AN TITLE: AUTHORIZED LIGENSED PROFE5510NAL ENGINEER 15 ILLEGAL T I TL� SH��T AND A VIOLATION OF THE NEW YORK STATE EDUGATION LAW �g r r ' { ���• �, �+,� ,r-� _ r �,.�'r��� � 1 tl � �1 � 'y ,��` h,�.' t t� ��.`t' �y�' �'� � �tiM1�F-. .-1r� � ' '«. '�e�� � r�1 � • �+,�, . �.,� � � Y., _ � , ��xfi w� �, 1 ��+ , � -i � :,��� t e �'.. •��- �r. � t � .� *�'�� �rr-, �;� � � ��. 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S�z o/6��a \ � . �y m OOT �p � � �� \�Oo,F �5j2°�6, o � 4��'p���� PROPERTY LINE -- �' �� i ��974F�3�o �ti�, � � � � � �� - o \ �IRE HYDRANT ' O �' y�' o� I �' �\ � �'?H\ \ W�/ �� � �� � � �- �� ' � WATER VALVE � +I I I \ w � � �Nw �� \ � _, �; . � t: � �� CA5 VALYE � � � m 55' `� � �`�� �� ' 1 � � � ,. � � � �I o , Fe �I � ^� p 90 SEVJER MP�NHOLE � �� I ��° ������� `�� ` �� I � �` \ � � m w � �... �� � I � _ ' � o � , �^ � . \ � SEl^lER GLEANOUT �■ � o � � � a =io°33�i4�� � � � � � � '� �. ..... .......... a� R _4303�' GURB INLET � \ � � � �� . :: �.,� �:. � ������ � - _ cr+ -siq i63z�3i°E _ � \ � o��.. � GATGH BA51N � O "' `�.\ ' , ' . I �, \ � \ ---� , ... .. I y� C�UY WIRE -�� �� � � � � . :... � — ����� �� � �� �� � � � ���. ��� �. � � �� � UTILITY POLE �� /�- � \ \ � �- < I �a � � , . .. .. ....... - ae� � \ 71' Existing��ope�ty/ine fa be de%ted \ / �— \ " 7 2,3015F N86°I5'00"W 14 \ SIC�NPOST � \ \ EXI5TIN6 SHOP . 0.43' TRA��IG 516NAL / FF = 253.88 � GONTROL BOX � 1_� � � � s.e.�#i�.00-s-6� �l- I . . - �� � ti �\ � LANDS N/F I � . _ POLE LI6HT �� �245� - - - _ `\ WILLAR�T�RN�5oN `.. � � — - /-- / _ -� � � '\ " �� o =i�563z�� � � i \ � , a � � R =2Q2�4' i � � :? - � � � ��� � 6AIL.1301 P.�lol � o — � s cH-o�govis°E .�. WELL OW �__ - � � � � � � o � � � ioi.38� � , ��� � 8� � - \ , . - , . BOLLARD • _ . I i �o � /�— � � _ �° �� , 0.36� �cre � � IRRI6ATION SLEEVE �IR� 20.0� ,, � �� k o / q� � ir-i rr,_i �� ! :N �� �� w �, �� (Ib�,O�00.00�ed to� � \ �� °� ;/ ,/ � 5tewart's�o s Gor . ` � OVERHEAD UTILITIES - - o+�w- Deea: Ng 3ow� � ` �r , i I p p �� ��TP-2 / �� Willard T.Anderson g Wl�T�R SERVIGE, I" � � � � Ng�a�o ��� �� � ' Ga(I Mderson � TYPE ��K�� GOPPER w _ _�� ����--gz��� �� � �� \ SEWER SERVIGE, 4" �5� - � �� a 5DR 26 \ � ���- P�o=edP��e�Fy„e �� _\ � -- -- -�o�--�g�- -- -- STORM PIPE, ,�_ PROP05ED, HDPE /�'/ NlOTES: S.BI�I66.00-3-5.1 LANDS N/� � I. BOUNDS OF NYS ROUTE 29 ARE SHOWN WITH RE�ERENGE TO MAP NO. SA-B �OR TfiE STORM PIPE, EXISTING WIWrRD T.AND�,50N � PROP05ED REGONSTRUGTION O� SARATOGA-SGHUYLERVILLE STATE HIGHWAY NO. 443, R 1 DANIEL TRAGNI REi'UTED OWNER,DATED MAY 10, Iq3q BY TfiE NEW YORK STATE 6AIL AN�aON DEPARTMENT OF PUBLIG WORKS AND REGORDED IN THE SARATOGA GOUNTY GLERK'S STOGKADE �ENGE � � � , , ��"� �__ L.IITI P.12q , O�FIGE ON NOVEMBER 28, 193q IN BOOK II OF MAi'S AT PAGE 8. BOUNDS OF GILBERT � ROAD SHOWN fiEREON GON�ORM TO AN A55UMED RIGHT-O�-YJAY WIDTH O� 3 RODS GHAINLINK �ENGE � � � \_ \ � I (24.75 �EET). � �_ � I 2. THIS SURVEY YJAS PREPARED WITHOUT BENE�IT O� A GURRENT ABSTRAGT O� TITLE AND SPLITRAIL �ENGE � � � � 501L DATA� I 15 THERE�ORE SUBJEGT TO ANY AND ALL T216HT5-O�-WAY AND/OR EASEMENTS O� SOIL DA7A oB7AINED BY REGORD,PARTIGULARLY �OR UNDERGROUND UTILITIES,WHIGH WERE NOT MARKED ON STEWARTS SHOPS GORP.12/3/21 THE SUR�AGE ON THE DATE O� THE �IELD SURVEY. U/C ELEGTRIGAL/TELE �UE/UT� WITNE55E�BY: 3. SPOT ELEVATIONS SHOWN HEREON HAVE BEEN DETEf2MINED WITH RESPEGT TO VERTIGAL SERVIGE SGOTT KITGHNER,PE-STEWART'S 5HOP5 DATUM USED BY NYSDOT ON GONSTRUGTION DRAWINGS�OR LAKE/WEIBEVGILBERT U/6 ELEGTRIGAL �TP-I �Tf'-2 a ROADS INTERGHANGE. Of21GIN O� THIS VERTIGAL DAIUM 15 UNKNOWN. GONDUIT uE � O"-5" TOP501L O"-4" TOPSOIL U/C CA5 LINE � p� ����; U/C GAMERAL MARION AYENUE GAR WASH, ING. TO STEYJART'S 5HOP5 GORP.,DATED JULY 30,2001 AND GONDUIT, SINC�LE G�M REGORDED IN THE SARATOGA GOUNTY GLERK'S OF�IGE ON JULY 31,2001 IN LIBER I586 OF s"-�2" 6RAVEL�ILL 4"-�8" c�AVEL FILL DEEDS AT PAGE S18. DIESEL PRODUGT D5� LINE SUPER PRODUGT LINE 5up sroxE ru�r�,ABBREYIATION 8 NO. l�l�I��L ��� - W�I� - I O I UNLEADED PRODUGT uN� L�� 72"-I14"GOURSE SAND/GRAYEL l8"-IIS"GOURSE SAND/GRAVEL pF NEW SITE LOGATION EXISTINC� MAJOR �oo Q.��' EpW IN y0 402 ��t�� �t��, S�iZ�TOG� Si�iZl NGS, NY I 2866 GONTOUR �� ,�� �°T�y�',� EXISTINC MINOR � �� � GONTOUR na�-iso°cour�sar� PROP05ED MAJOR ��8"-�so"cour�sRr� '- � DATE NO. REYISIONS DRAWN BY: RR ► c� w �,�,�����, �� ,. r-...:��""��" � � �� SGALE: ��� - 30' f LLS1�` � GO TO �Fp � �,�'��� DATE: 3/17/20 PROP05ED MINOR ��,�W...---_.��,�� �„�.� rro�Ra�v wr+n�wns ErrcouNrc-a�v ,o �91096 �c. GONTOUR �" �.- �--�R�°~�� rro r�ornir�s errcourrrerz�v rro e�vr�ocK eNcouNTerz�v ��FESSIONP� PROP05ED SPOT ���� INFILTRATION TESTING OGGURED ON-51TE ON 12/3/21.TE5TIN6 WA5 DONE IN DRAWING NO. ELEVATION AGGORDANGE WITH TI�PROGEDURE OUTLINED IN TI�NYSDEG STORMWATER DE516N MANUAL,APPENDIX D BY SGOTT E.KITGH�R,PE OF STEWART�s s�s. 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S�R�TOG� GOUNTY P�RGEL #: 166.00-3-26 0 0 � o p o o � a o p n � �-� `� � a GATGH BA51N �� ' \ ❑ 0 < ,����„r,p�„� `s° " G9 ° "' � � � � ZONE: RURf�L RE5IDENTIAL (RR) `y � STORAGE W/GONG. I O ' � C�uY w�RE � �oPoS�� ; °RivePA° __ Fir� F�r� - - �, USE: 6�50LINE STATION EASEMENT LINE ` I _ eMiNeuis� �trit�uis� , � I ,__ ♦ ZBA DEG1510N: 20200208 155UED a/2�1/21 UTILITY POLE �� r�s I _ _ � �.� � n sF euiwir� � ` , 2o�xab�,2 wr�Fu� I ,'g, � SIC�NPOST � `.., �_ : � z \,y , \ GANOPYW/26��2� � t-: EXISTING PROP05ED REGtUIRED CANG.DRIVE PAD Eh�RGENGY FUEL \ TRA��IG SI6NAL ' 65, SHUT-0FF SWITGH ,�!!• - \ , �, GONTROL BOX � O � � � o� � _ - \ . � LOT AREA 56,178 5� (1.2�1 AGI �2,178 5� (I.bb AGI 2 AG MIN. __ .. , — � � > ,'Fir� l 8 a 10 <; I I 13 14 15 I6 I� 18 _ _ _ , � � POLE LI6HT �� -. = I � .; exr�r�u�s� , ___._ � \ PERMEABLE AREA 45Ai 33Ai 80°6 MIN. , --- _ � . _ ___ �'" �``�,- _.�,m ,.���.,--�,,,- � iss � o � � �',� , '� , _____ _ ---- - e,-` - � BU I LD I NC GOV ERA6E 4% 6� 15� MAX. WELL OW ° , . ° : � � m _ m � �c�c�sr � � GANOPY GOVERf�C� 33'0 5�'i 53'o Ml�X. � I � 3+1 MULTI-PRODUGT 2 BOLLARD • PROP05ED � � �vis�Np�� o ■ , � I / sT�c� � �RONT BLD6 SETBAGK (NE) aq �T 112 �T 60 �T MIN. EASEMENT LINE � o , I Et�rteEtacY w� �� , 2 � \ \ IRRI6ATION SLEEVE ��R� � c� o c� sFwr-o�swircH 4 ! 2 ��ic � � � SIDE BLDC� SETBAGK (S) 48 �T 19 �T 30 �T MIN. '�, � . � r�r� � , � \ i ����11-D1� SIDE BLD6 SETBAGK (W) 88 �T 155 �T 100 �T MIN. OVERHEAD UTILITIES - - o+�W- � 3 � 23 �ioR I 4����,���F�,� ELEGTRIG GLOSET GANOPY �RONT SETBAGK (NE) 33 �T 30 FT 60 �T MIN. Wl�T�R SERVIGE, ��� I I BUILDIN6 PRRKIN6 SP(AG O�� �� p�pPA� 24 �l \ � 1 �W� �� �i EXGHAN6E � �� � �� TYPE "K" GOPPER �. �p , ' ` \ �, ' GANOPY 51DE SETBAGK (5) 12Q �T 3Q �T 30 �T MIN. 0 0 � v��r�ic���%v \ SEWER SERVIGE, 4 � � ` GANOPY 51DE SETBAGK (W) 55 �T 65 �T 50 �T MIN. �5� �� , , , � A 13'-b"x15'-0"xb"THK CANG.PAD 5DR26 �~ ,-�_ _-�� � �� � �' � STORM PIPE, �� '� � \ \ SI6N5 (BUILDINC�) 2 � 17 5� EAGH 2 � 17 5� EAGH 100 5� PROP05ED, HDPE ��� °� w,�Mourr�v u�r � 1 ���RAGK �� GONDEN�IR 4'BOLLARD W/GOVER AROUND ` vu�s�rz(�rorAU � �\ SI6N5 (�REE-STANDINC�) 3q S� 40 5� 40 5� STORM PIPE, EXISTING � �� ����- ��ti�~��,,,_ �� � �� � � . � � �� ���-�. � �� � Pl�RKINC� 5Pl�GES �NorE i� IS 24 I I STOGKADE �ENGE � � � _��V���V — —— � —— —— —— \ N01'C�: , GHAINLINK �ENGE I. SEGTION 6.2.6 OPP STREET PARKING SGHEDULE: GONVENIENT SALES- I PER 200 SQ.�T.O�SALES�LOOR AREA PWS I PER 2 ° ° ° ���� EMPLOI'�ES. � - - PROP05ED 5ALE5�LOOR AREA = I,bll 5� = q SPAGES;4 EMPLOYEES = 2 SPAGES SPLITRAIL �ENGE � � � � � �„ i � '� EXISTING PROP05ED U/C ELEGTRIGAL/TELE �. SERV I GE -uE�uT- 51TE USAGE D�T� 51TE USAGE DAT� U/C ELEGTRIGAL �E � 6REEN5PAGE 25,307 5� (453b) 6REEN5PAGE 23,654 5� (33�) GONDU I T � , BUILDIN6 2,45Q 5� (4�) BUILDIN6 4,130 5� (6�) U/C CA5 LINE � � GONGRETE 3,252 5� (6%) GONGRETE 12,416 5� (17%) U/C GAMERAL G�M PAYEMENT/C�RAVEL 25,160 5� (454b) PAVEMENT/C�RAVEL 31,q78 5� (44°6) GONDUIT, SINC�LE DIESEL PRODUGT D5� LINE SUPER PRODUGT LINE 5up sroxE ru�r�,ABBREYIATION 8 NO. l�l�I��L ��� - W�I� - I O I UNLEADED PRODUGT uN� LINE OF NEW SITE LOGATION EXISTINC� MAJOR �oo Q.��' EpW IN y0 402 ��t�� �t��, S�iZ�TOG� Si�iZl NGS, NY I 2866 GONTOUR �� ,�� �°T�y�',� EXISTINC MINOR � �� � GONTOUR r � DATE NO. REYISIONS ���►� PROP05ED MAJOR — DRAWN BY: RR � w GONTOUR � "�� � � � b��� � � = b/IS/21 UPDATED LAYOUT,ADDED NEW ROAD PLAN �A��. „ _ , 1 "` ` f c�s,o� �� 8/31/21 REMOYED DISPENSER�ROM SIDE GANOPY RND � — 3O ... - PROP05ED MINOR .--f_.��,�� � ., _ R` �„�-� ��,o �91096 ��� q/I6/21 GA�ORREGTED BLD6 SETBAGK a,rry coveRa�; T �'��� DATE: 3/17/20 GONTOUR �� � - �' ""��� ��FESSI4NP MOVED AI12 MAGHINE,BIKE RAGK AND MONUMENT si� PROP05ED SPOT ���•� 10/12/21 ADDED ZBA APPROVAL DATE,GHANGED'REAR' DRAWING NO. ELEVATION sFrBa,c�s ro BE�si��sErea,crs EXISTINC� UNGHANC�D � ������ SARATOGA SPRINGS,NY 12866 CJ_2 SPOT ELEVATION TEL. (51S)581-1200 �AX (51S)5SI-12oq � TITLE: ALTERATIONS TO THIS DOGUMENT BY OTHER THAN AN AUTHORIZED I. 50h�FEATURES IN LEGEND MAY NOT HAVE B�N USED. ��OP05�D 51 T� �L�N 2.DARKER LINES INDIGATE NEW WORK. LIGENSED PROFE5510NAL ENGINEER 15 ILLE6AL AND A VIOLATION OF 3.DOTTED LINES INDIGATE REMOYED ITEMS. 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O .-.- G/l:,_„ �si �� \ \ � � � � � � � _—. . e .� — � � � s��" � � \ WATER VALUE , � �'x (b)r�cot�ouirs: C�V j` 3 N .fi �P TZANK/�AMBER� �. � O'' ,. � � � CA5 VAL�/E � � � Q� �� Fir� \ . .<'iJ � - I �j j 4"SDR 26 QL , FIRE EXTIN6UISHER \ / �� IRRI6ATION SLEEVE �C EXTIN6UI5HER 7� �t• � ,� ��� SEWER MP�NHOLE � ; ��� � � � � �� �� I � �' � �� �� �` � �)��GONDUMAGHINE x � � SEVJER GLEANOUT ■ 'j 1 LI6HT POLE TO 6ET � � �'„ �L + (?�TO 516N. � 1 �j � � QO)I"CANDUITS: � <:.__ �.,.. \ ,�, GURB INLET �`"�� �� � __ �, � � l�r�corrouirs�vi�,� 4°svR ze '� �� � \ �, � (�I"GONDUITS POR GANOPY IRRI6ATION SLEEVE '" ���� � .�r' .�:I GAM-2x GAM-2x GAM-2x � � 2x GAM-3'�E+GAM-2X '3 ;�''��' \ ��... \ � �'' \ �� � � (4)r cnt�rza,cot�ouirs ro � � �,,�sr � GATGH BA51N ❑ O � `c SPEGIFIED LI6HT POLES.ADD _ � � � \ w�eox oF rzuN is ovE2 200�. �, '"f \ _ � � 1� ' � , .. \ C�UY W I RE � � _ N couP�r�w vr�-u �� � `��+ t � ���f� � \ ���1' ;;� ,�� ,�, � � � SEWER LI�TO EXI5TIN6 � � 1 � o � , � ; �� / __. ti� UTILITY POLE �� - c , V -- - - � ,w �i� � � _. _ � � I : EXTIN6UISHER c� �+"�r+ EMERGENGY FUEL gb _f \ � 3+1 hULTI-PRODUGT FUEL • Zs SHUT-OFF SWITGH � �` � '� � DISPENSER W/DIESEL � �'` + � � j SIC�NPOST � 'y ° � - - � ,��„ P , � � � �� ��_� � l .s. ..`,..� �_ � I 3 �� I � I C ec I a —e— • e • • � ,,,...._ , ... , L � '�.' . ..,u...�r ,�„-' �,�.�,,,..�� . ,,� '�� �� � _, � �ti. _ � � I I/2"DR-II PE LOW ��fi � � � TRA��IG 516NP�L �EssuRe sFweR ur� ��, „ � _ '�+� �� �t GONTROL BOX � � � �n (b�r cotavuirs: �. + + \ cn I (2)I'GONDUITS PER DISPENSER ��� (?J I"CANDUITS FOR GANOPY � ❑ �-: , '�`. � ,`� �� \ � �� � � 252D0 � �2pp � *'� � POLE LI6HT �c-ex �c-�x �-�� �c-�� �' �+�� � � t`.� ia2�uie,3 r�,a�,aooa,Po� \ \ \ � � h, � � SERVIGE 8 GOMMUNIGATION LINES \ � WELL OW ' k. � � � � I y '� � �Y G/ G2 EMERGENGY PUEL tfi ��� � E-ONE DUPLEX SHUT-OFF SWITGH � a 6R�P�DEfZ PUMP \fY a ,. � � � � BOLLARD � s��ve�z�soa3 `�° � � I� � u ., ioa�rr�„K„ � � '°g � . �� �\ � � 4'INV IN=245.85 `S � I RRI6ATI ON SLEEVE ��R� i-v2°irry our=Zay.�a ✓,� �� �� °��5��L�'E' �\ � ` GONTROL PANEL AND ADDITIONAL ALARM TO z � ��` w �� � + �, (22)I"6A5 , u�iUr ueNr `, BE INSTALLED IN BUILDIN6.INSTALL UNIT AND I #) � � S � W Yl W Ctl W y� � c� `�+ GONDUITS TOTAL � � \ OVERHEAD UTILITIES - - o+�w- B�sr�'u�MAt��c'u�rts `� `s \+ i � SPEGIFIGATIONS AND REGOMMENDATION I \� 4'SDR 26 SEWER LINE AT ` �F � � \ � 1°� ` -2SK TO PUMP STATION = �` `� ° r c� � g ` INV 24�.q0 i i SAN INY=248.71 \ � • ,' � WATER SERVIGE, I° . �'�`, 1 � �� � TYPE ��K�� GOPPER W '`�� s s s� ;�s s \� + � / i6'xb'.PT POST FOR :`�,. °%• �` �, RIM=250.9 RIM=251.19 + ��` DOUBLE GLEANOUTS �3 25200 � �� � � � GR055-DIREGTIONAL SEWER SERVIGE, 4" �5� -� a,�ry viP�or�T � ,� � � 5 . �+ � _ � �" 1 5DR 26 � -�.. � --- ---- � _ _ . _� _ � � STORM PIPE _�� ,~. _ ue-�x �r,ue�x ue�x -�x �. ue-�x �x.�_.} � ' _ • � `F} � o 6REA5E INY 24q 00 � -� � ..__ r,.,. - _ � ,;. � -s ��� , _ � - , : � 252D0 � ��,� � PROP05ED, HDPE �� - . a _ � _ '`_' � �_, . , � _ ._ . _� t � STORM PIPE, EXISTING `fi ` fJJ I"GONDUITS: 4"5DR 26 GREASE LINE - �, ��'o (I)TO 6RINDER PUMP AT-2AS TO GREASE TRAP ` uE � (U TO LI6HT POLE —a,000 6AI- GREASETRAP � �� STOGKADE �ENGE � � ❑ RNY IN�248.1"I ��� f. �„_ ,�..���,� �A a_, '' � \ INY OUT=247.92 —�`, � `��._,,,,,-- ..., � � �^, � GHAINLINK �ENGE � � � —�-��^��, �,,�.._ �_ '"'"`� �.�—� ^�,� � _� ��'*✓r �`� �s/� 4�w'y �=z`..J'.�' �/ ��O�"i.�a ^ �..'.',= \ �� �� �� �� �� \\ V V� SPLITRAIL �ENGE � � � � U/C ELEGTRIGAL/TELE �uE/uT� SERV I GE U/C� ELEGTRIGP�L u� �� pa GONDU I T U/C CA5 LINE � <:., I' U/C GAMERAL G�M 1 V I GONDUIT, SINC�LE , DIESEL PRODUGT D5� LINE SUPER PRODUGT LINE 5up sroxE ru�r�,ABBREYIATION 8 NO. l�l�I��L ��� - W�I� - I O I UNLEADED PRODUGT uN� LINE OF NEW SITE LOGATION EXISTINC� MAJOR �oo Q.��' EpW IN y0 402 ��t�� �t��, S�iZ�TOG� Si�iZl NGS, NY I 2866 GONTOUR �� ,�� �°T�y�',� EXISTINC MINOR � �� � GONTOUR r � DATE NO. REYISIONS ���►� PROP05ED MAJOR ,-,�������.. �� � � c�u � � RR GONTOUR �""`� �AO ,. r�...:�� � f E���w� �= SGALE: ��� - 20' PROP05ED MINOR �,�W...---_.��,�� �„�-� ��,o �9109 �� GONTOUR �"� �`� �--�R`°`"�� 6 � ��� DATE: 2/28/22 ��FESSIONP PROP05ED SPOT �i��� DRAWING NO. ELEVATION EXISTINC� UNGHANC�D � ������ SARATOGA SPRINGS,NY 12866 S_3 SPOT ELEVATION TEL. (51S)581-1200 �AX (51S)5SI-12oq � TITLE: ALTERATIONS TO THIS DOGUMENT BY OTHER THAN AN AUTHORIZED I. 50h�FEATURES IN LEGEND MAY NOT HAVE B�N USED. UT I L I I I �L�I`� 2.DARKER LINES INDIGATE NEW WORK. LIGENSED PROFE5510NAL ENGINEER 15 ILLE6AL AND A VIOLATION OF 3.DOTTED LINES INDIGATE REMOYED ITEMS. THE NEW YORK STItTE EDUGItTION LAW 1 � � / � A V � � � I � rn � �� � � __ _ -� _ ___-- � , / � � __ _ ___ � V �°�- - -- _ --- \ � __ , __ , _ __ __ � � � � ���� , _� , \ � __ , _�- , � � �- � - _ , � �_�- -,�- ,_� _ � \ - � � _ _� __�- / __- _, � � � _ _� __ --------------- � ` — � �� _� _ — � �` � \ \\` -- +�_ — \ � � � \ _ \ ---- --_.__4� `�-; � � � � \ � � --- —�---------� �, � � — _ � � --- \ W E ---- - � � ------------ , �-------------------- - ,- �� � � - � ` � / ` - \ \ �, —> __ � _ — \ � v � ��o � - ------- --- _ � ----- \ � - - — � \ � � ------ � � � ----- � _ ------- ___—s� � / � � I � � / ____________ _ I� T � � N . 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STORE NAME,ABBREYIATION 8 NO. �B,�DIA. l�l�I��L ��� W�I� — I O I r-o' /�4BRY BOTANIGAL NAME GOMMON Nf4ME QT1'. SIZE SPaGIN6 MIN y�gq�DIA. HS HEMEROGALLIS 'STELLA DE ORD' DAYLILY-STELLA DE ORO 46 2 GAL. AS SHOWN pF NEW SITE LOGATION R� RUDBEGKIA�ULGIDA BLAGK-EYED 5U5AN 48 2 6AL. A5 SHOWN ,`Q,�� EpW IN�pT yO,p �O2 L111�� rt Y�, S�iZ�TOG� Si�iZl NGS, NY I 2866 ����. PERENNIALS � �'ANIGUM YIRGATUM RED SWITGHGRASS IG 3 6AL. AS SHOWN ���0� y�� U veclvuous r�rlr�s�soNs 5N SALVIA NEMOR05A 'MAINAGHT' SALYIA-MAY NIGHT 52 2 GAL. A5 SHOWN SPRIN6:APRIL I-MAY 20 r � DATE NO. REYISIONS ���►� F�:ocroeErz i-rrov�e�is � � c� w DRAWN BY: RR A6 ASTILBE X AREND511 6RANAT GRANAT ASTILBE 12 2 GAL. A5 SHOWN �ALL PLftNTS SHRLL BE 6UARANTEED AND MAINTAINED BY LANDSGAPE GONTRkGTOR Z = SGALE: �" - 2p' FOR A PERIOD OF I YEAR AFTER BEIN6 PROPERLY PLANTED. cl�� f E�s�°" �j� 3) ALL LANDSGAPIN6 WILL BE MAINTAI�D IN PERPETUITY AND DEAD OR DYING PLANTS oH HYDRANGEA G2UERGI�OLIA 'BRIDO' SNOWFLAKE OAKLEAF HYDRANGEA 15 14"-IS" A5 SHOWN �,pn �9��96 �C'� 'I��� DATE: 3/I/22 SHALL BE REPLAGED AS EQUAL BY STEWARTS. 'r�FESSIO\VP� 4)l^N2AP DEGIDUOUS TREES OVER I"GAL WITH PLASTIG TREE 6UARD5 REMOVE TREE rzP.l iZHODODENDRON 'PJM' PJM RHODODENDRON 13 14"-IS" AS SHOWN -6UARD5 AFTER A MIN.OF 2 WINTERS AND BEFORE A MAX.OF 5 WINTfRS �rj DRAWING NO. 5) EVERGREEN TREE-GROUND LI�TO BE TI�SAME AS EXISTED AT THE NURSERY TREE eoJ JUNIPERUS YIRGINIANA 'GREY OWL' GREY OYJL.11NIPER 32 14"_IS" Ay SHOWN SARATOGA SPRINGS,NY 12866 6)GALIPER 15 TO BE MEASURED AT A HEI6HT OF 4'. �—� TEL. (518)581-1200 �AX (518)581-120q "U ALL STAKES AND 6U1'WIRES TO BE REMOYED 2 YEARS AFTER INITIAL PLANIN6. QR QUERGUS RUBRA NORTHERN RED OAK 4 3-I/2"_4" GAL. AS SHOWN �L�1�T I�lG D�T�I L TREES cP CARNUS FLORIDA FLOWERING DOGWOOD 4 3-I/2"-4" GAL. A5 SHOWN ALTERATIONS TO THIS DOGUMENT BY OTI�R THAN AN AUTHORIZED TITLE: LIGENSED PROFE5510NAL EN6INEER 15 ILLEGAL AND A VIOLATION OF L�NDSG��� �L�N THE NEW YORK STItTE EDUGItTION LAW �� � � �, � + + + + + + � + + + � + + + � OA OA OA OA OA OA OA OA OA OA OA OA OA O.O O.O --- ---_------- --------------- i ---- ---- / ---- ---- ---- + + + + + + + + + + + + + + - + - - + ____+--�--- - � � + + + + OA O,Q O�C. O.O O.O O.O . OA OA OA O�. 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E/ • � • �, \, , � � � � \ � �- � � �� \ � I � � � � I � � � � �� � - : � ��� � �- _ � � � ti �_ � ��,.�� �..�v. . . . . � . . . . .��, � ��. �. r . o � o � �� � I ;_. , � � , � � � `� }� � ° � � � C o00 � � � .,x, \ � � � � � � \ � � � � �� � � �� � ' �� � � � s � � � , _.. � ��_ __ . .� . . �_� � e � _ �»: _ � . _ __ ` �_ - . . _ \ —__ f \ —_ � �� . � y.-�, s. �'-... �.._ . —� *' -�"':.,. y . �_—^`4.,.- .? . __ �l �����.��,.._� ,— . . � � �� �� �� �� � ,� - OOO ie.� l ',, - a 90° Horiz I , a 10` Vert I . . . � Stewart's Tanker Overall Len th 62. 559ft Overall Widt� 8. 202ft Overall Body Hei ht 10. 920ft � Min Body Groun � Clearance 1 . 329ft Max Track Width 8. 202ft Lock— to— lock time 4. 00s Curb to Curb Turning Radius 31 . 650ft STORE NAME,ABBREYIATION 8 NO. l�l�I��L ��� - W�I� - I O I OF NEW SITE LOGATION �,�P�� Eow w,�T�,yo�,� 402 L�K� �1��, S�iZ�TOG� Si�iZl NGS, NY I 2866 0 �� � r � DATE NO. REYISIONS ���►� DRAWN BY: RR Z = b/IS/21 UPDATED ROUTE FOR NEW LAYOUT SGALE: '/� ' I" = 30' U• f LLS10� �.\ �� �91096 �� ��� DATE: 5/8/20 A��FESSIONP�" DRAWING NO. SARATOGA SPRINGS,NY 12866 S—S TEL. (518)581-1200 �AX (518)581-120q ALTERATIONS TO THIS DOGUMENT BY OTHER THAN AN AUTHORIZED TITLE: LIGENSED PROFE5510NAL EN6INEER 15 ILLEGAL AND A VIOLATION OF 1(�H I GL� �OUTI NG �L�N THE NEW YORK STItTE EDUGItTION LAW 8'-0" 252.00 25184 ecoR ecorz zsiio �iea � � � 8'-0' 12'-0" a .�_ .� 251.90 251.90 251.90 �I.`� 251.43 � � 6BRK GG 252A0 � � �I� � '� � 6;ti _ Q � 252A0 25200 �I .. 251b2 . .. .._-,-.-..�.�-,,... .�.-�.-�..�.�-,,...�.._._.._._.....�. :.�... ... _.,�.:.�.....�.,1 6BRK rs o , � � 5W-251.94 � 252A0.._ _.�252A0 � �PIB2-25160 �� GG/EGOR ,�,�-. ., � � � r"F� � � � �{����2� - _ � � �� � /''� �- � Ll 111 I � � �� � � � $W-Z�J�.AE � _ PI�-Z�J�� � � SW-�J�.PJH 251.96 � � PIB2-25154 SV1/EGOR � J-�--` � � � � � 1 K c0 � fj ��� � r�` - ��� i:1 � � � 251.96 I�� � � �PGGIPIGATIONS-EXT�RIOR GONGRETE 13ATWORK A'ARICIN6 SPAGE�'�.51DBNALKS.TANC MAT 3 DRIVE APRONS) � Q I 252A0 251.45 r�r�v�g ru�w a FF -�K A PORTLAND GEMENT: A51T1 G 150.TYPE II OR TYPE I/II ONLY. 6 5W-251.96 B. FLY ASH:ASTM G 618,TYPE F. �PIBt-251b3 G. GROUND-GRANILATED,BLAST-FURNAGE SLAG:ASTM G 989,GRADE 100 OR 120. D. WATER:ASTM G 94,GLEAN,FRESH,POTABLE. E. AG6REGATES:FROM NYSDOT-APPROVED 50URGE5;IF INDIGATED A5 REAGTIVE FOR ALKALI�5IUGA REAGTIYITf(ASI�BY �` � NYSDOT,THESE A66RE6ATE5 MUST BE USED IN CAN.IINGTION WITH LOW ALKALI GEMENT(�b0%EQUIYALENT ALKALIS)OR ry GLA55 F FLY ASH,�TITUT�FOR PORTLAND GEMENT AT A RATE OF 15-20%BY MA55. � ��� _ � �M� I I� A AIR ENTRAININ6:ASTM G 260. ^�i B. 5ET-RETARDIN6 ADMIXIURES:ADMIXTURE SHALL GONFORM TO ASTM G 4Q4,TfPE B OR 6. U5E A5 NE�ED,WITH PRIOR � APPROVAL ONLY 252m � G. AGGELERATIN6 ADMIXNRES: ADMIXTURE SHALL CANFORM TO ASTM G 4Q4,TYPE G OR E. USE AS NEEDED,WITH PRIOR Q � � APPROVAL ONLY 6 �1 D. GALGIUM GHLORIDE:NOT PERMITTED f� ! E. HI6H-RAN6E,WATER-REDUGIN6 ADMIMURE(SUPERPLASTIGZEW: ADMIXTURE SHALL CANFORM TO ASTM G 494,TYPE F OR 6 ; ;,�, F. WATER-REDUGIN6 ADMIMURE(NORMAI�: ADMIMURE SHALL GONFORM TO ASTM G 494,TYPE A �� � 6. MI0.RANGE,NIATER R�UGER:ADMIXTURE 5HALL GONFORM TO ASTM G 4Q4,TYPE A OR F � �"r�� � i.. A MINIMUM GOMPRESSIYE STRENGTH� 4500 P51 � B. MAXIMIM WATER/GEMENTITIOUS MATERIALS RATIO(NUGM)� 0.45 � (V - G. AIR GONTB�T: SSAi tISAS AT POINT OF PLAGEMENT Q D. SLUMP LIMIT: 3 TO 5 INGHES WHEN NORMAL OR MID-RANGE WATER REDUGERS ARE UTILIZED 6 �I`' E. SLUMP LIMIT: UP TO b INGHES WF�N HI6H-RAN6E WAT6Z REDUGERS ARE UTILIZED � SW-251.88 ��� + PI�-25154 �IBZ A PRIOR TO GONGRETE PLAGEMENT,SUBMIT A GOPY OF T}�PROPOSED MIX DE516N FOR REVIEW AND APPROVAL. � 68RK 68RK B. SU86RADE AND/OR SUBB/i5E SHALL BE CAMPkGTED IN AGCARDANGE WITH THE PR0.6�T DOGUMENTS PRIOR TO CANGRETE _ �:�:.�.�::�. � -,::_ .,. _ - . �-�� .� , �;��:_ '1 �. PLAGEMENT. : : .. +�--f :� � �.�._.,. �� __ �� � �._.�.�.�. -..�. � � �,�,� � . 252m 252m '`'��,,.. 252A0 252A0 � � �'�`�r FF �R G. DO T CA O OR _� � � A DO NOT ADD WATER TO TI�CANGRETE MIX DURIN6 DELIYB2Y,AT PRO,KT SITE,OR DURIN6 PLAGEh�NT UNLE55 APPROYED - � BY ONNERS REPRESENTATIYE,AND ONLY WHEN MIX WATER 15 DOGUMENTED ON A CAMPUT�GENERATED BATGH TIGKET A5 - BEIN6 WITHHELD AT THE BATGH PLANT. DO NOT EXG�D THE TOTAL AMOUNT OF WATER IN THE APPROYED MIX DE516N. B. DEP051T AND GONSOLIDATE GONGRETE IN CANTINUOUS OPERATION WITHIN LIMITS OF GONSTRUGTION JOINTS UNTIL PLAGIN6 OF i ir-i�„ i ir-i�� i ir-i�„ i e�_2° � ir-i��� ir-i�� i ir-i�„ i o T O CA . ry G. BRIN6 SLAB SURFAGES TO GORREGT LEYEL AND STRIKE-OFF. 5W-251.96 5W-251.93 D. IF USIN6 A VIBRATORY SGREED IT SHOULD BE MOVED RAPIDLY,ENSURIN6 CANSOLIDATION BUT AVOIDIN6 WORKIN6 UP PIBt-251b2� PIER-251b0 i EXGESSIYE MORTAR AND MOISlURE TO TI�GONGRETE SURFAGE E. BEFORE BLEED WATER STARTS TO APPEAR,LEYEL AND SMOOTH THE CANGRETE SURFAGE fl1RTHER USIN6 A BULL FLOAT OR DARBY. KEEP THE BULL FIAAT AS FLAT AS P05518LE TO AYOID PREMATURE SEALIN6 OF THE SURFAGE. GARE SHOULD BE TAKEN TO NOT OVER FLOAT TI�SURFf�E. 251.94 ��� F. DO NOT fl1RTHER DISlURB THE CANGRETE SURFAGE BEFORE STARTIN6 THE FINISHIN6 OPERATIONS. 251.Q4 �K 68RK �K � %isi zsi�e � �si.ez � t� � � � � � �ie� � %�� A WHILE THE CANGRETE IS STILL PLASTIG,a,�v a,�z n�coNc�Hns sro�v e�vir�lr���s�ra Hns�r n� � � � � �ALF�,A FINAL FLOAT FINISH MAY BE APPLIED IF NEEDED. B. IMMEDIATELY AFTER THE FINAL FLOAT FINISH,APPLY A NON-SLIP,LITE BRDOM FINISH WITH A FIBER BRISTLE BROOM, PB2PENDIGULAR TO TI�MAIN TRAFFIG ROUTE. G. FINISHIN6 SHOULD BE DELAY�AS LON6 AS POSSIBLE. D. AT NO TIME DURIN6 TI�FINI5HIN6 PROGE55 SHOULD WATER OR GB�NT BE ADDED TO THE CANGRETE SURFALE. E. CANGRETE IS NOT TO BE ST�L TROWEL�EITHER BY HAND OR MAGHI�PRIOR TO THE BROOM FINI5HIN6.ONE PA55 OF A MALHINE TO POhER FLOAT WILL BE PERMITTED WITH FLDAT BLADES FLAT. F. HSG SHARK6RIP SLIP RESISTANT ADDITIVE FOLLOW HSG SP6G5 FOR PREP AND INSTALL � 19'-0' 19'-0' 19'-O" 19'-0" 19'-0' A SAW GUT CANTRALTION JOINTS AS 500N A5 P0551BLE AFTER FINI5HIN6,GB�IB�ALLY WITHIN 4 TO 16 HOURS. MAf�SAMPLE GUT TO DETERMI�IF GONGRETE SURFAGE IS FIRM ENOU6H 50 IT IS NOT TORN OR DAMA6ED BY BLADE. B. DEPTH OF GUT SHOULD BE O�-FOURTH OF THE SLAB THIGKNE55,WITH A MINIMIM DEPTH OF I-INGH. � A WITHIN 2 HOURS OF THE FINAL FINISH,APPLY GHEMMASTERm SILENGURE�-A OR`.�'E��I�1 GU2ESHIELD EX GU21N6 AND 5���� SEALIN6 GOMPOUND IN AGGORDANGE WITH MANIFAGTURB25 RECAMh�NDATIONS,AND AT LOGATIONS INDIGATED ON THE DRPd^JIN�. B. PROTEGT PRESHLY PLAGED CANGRETE PROM PREMATURE DRYIN6 AND EXGE551YE CALD OR HOT TEMPtRATURES FOR AT LEAST 3 DAYS. A TI�OWNER WILL EN6A6E A QUALIFIED INDEPENDENT TE5TIN6 AGENGY TO PERFORM FIELD TE5T5 AND INSPEGTIONS TO h�ET TI�LOGAL CADE REQUIRB�IENTS AND PREPARE TEST REPORTS. 25139 25151 25185 251.41 25135 B. CANGRETE TESTS: TESTIN6 OF GOMPOSITE SAMPLES OF FRESH GONGRETE SHALL BE PERFORMED AGGORDIN6 TO THE GG �K �K 68RK GG 5: I. TESTING FREQUENGY:OBTAIN ONE CAMPOSITE SAMPLE FOR EAGH DAYS POUR OF EAGH CANGRETE MIXNRE EXGEEDIN6 5 GU.YD.,BUT LE55 THAN 25 GU.YD.,PLUS O�SET FOR EAGH ADDITIONAL 50 GU.YD.OR FRAGTION THEREOF. 2. SLUMP:ASTM G 143/G 143M;O�TEST AT POINT OF TRUGK DISGHARGE,FOR EALH TRUGK DELIYFRY TO TI�SITE,AND FOR EAGH CAMPOSITE SAMPLE. PERFORM ADDITIONAL TESTS WHEN CANGRETE GON515TENGY APPEARS TO GHAN6E. SLUMP SHALL BE MEASURED AT THE POINT OF PLAGEMENT AS l^FLL AS TRUGK GM1TE W�IEN BEIN6 PUMPED.GONGRETE WITH SLUMP IN EXGE55 OF TI�SPEGIFIED MAXIMUM SHALL NOT BE PLAGED ON THE PRO,KT. 3. AIR GONTENT:ASTM G 23VG 231M,PRE55URE h�1HOD,FOR NORMAL-N�16HT CANGRETE;ONE TEST FOR EAGH CAMP051TE SAMPLE,BUT NOT LE55 THAN O�TEST FOR EAGH DAYS POUR OF EAGH GONGRE7E MIX7URE. TEST AT TRUGK DISGHAR6E FOR ALGEPTANGE BASED ON SPEGIFIGATION. AL50 TEST AT TI�END OF TI�PUMP H05E FOR PUMP� GONGRETE.CANGRETE WITH AIR CANTENT OUTSIDE OF TI�SPEGIFIED LIMITS SHALL NOT BE PLALED ON TI�PRO.KT. 4. CAMPRESSIYESTRB�I6TH TESTS: AS1T1 G 3Q/G 39M; TEST ONE SET OF LABORATORY-GURED SPEGIMBJS AT"1 DAYS AND ONE SET OF LABORATORY-GURED SPEGIMENS AT 28 DAYS. RESERYE O�SET OF SPEGIMENS FOR FURTHER TESTIN6 IF REQUIRED. 5. ADDITIONAL TESTIN6 AND INSPEGTIN6,AT CANTRAGTORS EXPENSE,WILL BE PERFORMED TO DETERMINE CAMPLIANGE OF REPLALED OR ADDITIONAL WORK WITH SPEGIFl�REQUIRB�NTS. PIN DELIYERY PAD APPLY SEALANT CANGRETE GURB AND WALK TO�LOOR STORE NAME,ABBREYIATION 8 NO. ���� l�l�I��L ��� - W�I� - I O I SPEGI�IGATIONS) 4'GONGRETE SIDEWALK SEE SIDEWALK PLAN POR DIh�N510N5 (5EE CANGRETE SPEGI�IGATIONS) 5�GRADIN6 PLAN FOR ELEVATIONS 6"xb'IOAO WELDED GL05ED GELL POAM - �..����g�{ EXf'ANSION JOINT AT BUILDIN6 �D sTewwzr5 ,`� pF NEW y �( Y \/ PARKIN6 LOT " -2�i`-�-��'� �_x_r_x- -x-x-x-x-x-X-x-x-x- SITE LOGATION PIN SIDEWALK TO FOUNDATION �P ,� E��N�vT�O� '7O� L�I`� �Y �, S�iZ�TOG� Si�iZl NGS, NY I 2866 W/#4 REBAR tVERY 4' I � �'` y�'� #5 REBAR �� � ���,����pE euiwir� BUILDIN6 FOUNDATION BY � w DATE NO. REYISIONS ���►� DRAWN BY: (90RS STANDARD PROGTOR DENSITY) F��ATION BUILDIN6 GONTRAGTOR � � RR DELIVERY PftD POUNDATION BY � f E�g�a, = SGALE: 3/I6" = I'_O�� 6"HAUNGH 12� BUILDIN6 GONTRAGTOR G����E SDOT ITEM 304.11 ��O �� ��� DATE: 3/I/22 6'GOMPAGTED NYSDOT ITEM 304.11 y"GONGRETE SIDEWALK ,p �91096 � �v�suee,� w�6�-�o��ow.w.ro. ��FESSIONP'� DRAWING NO. GUi�� �ND S I D�W�LK D�T�I L D�L I V�i�Y ��D S�GT I O�l SARATOGA SPRINGS,NY 12866 CJ_Q TEL. (518)581-1200 �AX (518)581-120q ALTERATIONS TO THIS DOGUMENT BY OTHER THAN AN AUTHORIZED TITLE: LIGENSED PROFE5510NAL EN6INEER 15 ILLEGAL AND A VIOLATION OF 51 D�W�LK � ���K I NG ��D �L�N THE NEW YORK STItTE EDUGItTION LAW HANDIGAP PARKIN6 OR NO PARKIN6 SIGN.SEE PLAN FOR LOGATIONS. ��� � �, '� '� 4'DIA.STEEL BOLLARD (V \ SIKA�LEX IG SL ��.�.— — — ��-q�° 5�-3' 8'-0' �I I (SELF-LEVELING) [, ', ', GAULKING OR EQUAL �'-��' � ��, ��, � � — II �" 4, DRAINS� � 6'SDR 26 ���,�„_ ' ' ' GONGRETE _.;� �� �AT-I.OAS � � � � Q m 516N POST ' ' PARKIN6 SPAGE �� — � �.�.�,�, �.� �� � � ,�,�,—.�.,.�.�.�. � — ,�,� �� � -I . . _ �M/q�DRAIN �,.�, >.� : 4 � � ' � �'+ �� 12'-II�" HVRG DRAIN tt� ', �', N 9f IKE I I �p K � � ARMA�LEX APT41812R ry �"� �+ 4°DON�SPOUr � PIPE INSULATION � I I C m o eow,rz�cov�rz ro ee 4 � '� '� coNcrz�re SUPPLIED BY STEWARTS � ' ' / � � z DETRIL ��l't�� � F � � 6 4"DIA.SGH 40 ST�L BOLLARD. 4"DOWrL�iPOUT FILL WITH SAND WHEN 516N POST IS � � � vwoiH � --� r�auirz�v.s�r�r-o�sPAcir� Q ' � � � PIN GONGRETE PARKING Q �,l'�1 A W/�4 REBARSEVERY 4' � APPLY SEALANT Q � �`, 4 CANGRETE SIDEWALK y" (5�GONGRETE SPEGIFIGATIONS) BLAGKTOP �� #4 R�AR (5�GON�GRETE SPEGIPIGATIONS) PARKIN6 LOT - "I_,, _ 3'x3'O.G. 6"xb" Q Q 10/10 WWM 6 I 4'DOWNSPOUT I a SLOPE PER GRADIN6 PLAN DRAIN Q — '� Q • • • a �� � � / L t,,3 Q 4 � 4 m l ��" 6'OF GOMPAGTED NYSDOT Q I 4 ITEM 304.11 6RAYEL SUBBASE a � 6 WOYEN 6EOTEXTILE FABRIG TO EXTEND 12" UNDER PAD ON ALL SIDES Q Q � a ',i � 6�� 4 I � 4 `� ie�• 4'DOWNSPOUT 4'DOl^AlSPOUT , � `DRAIN DRAIN Q ' a���.�,�.�,�� ._t: � c��' �--r,�—n,�, u--:�.�-.� �: � =L, T ,_ _.Y".' , Q � . ° �,�,.�,, ' ' . � = a GO�IGi��T� i��D U�ID�iZ ��i�K I NG Si��G�S � ,,�„ - i'-6' SGAL.E: 3/32' = �'-O' � � Q � U 4 r 4���� q���� q���� q���� q���� q���� q���� q���� q���� q���� 4���� � EDGE O�SIDEWALK 'HRNDIGAP PRRKIN6' "HANDIGRP PARKIN6" 4'BOLLARD WITH SIGN 1^U"VAN "N�PARKIN6 516N W/"VAN ���P� AGGE551BLE"516N ANYTIME"516N AGGESSIBLE"516N 9'-3' 9'-3" 9'-6' 9'-6' 9'-6' 9'-6' 9'-6' 9'-6' 9'-6' 9'-6' 9'-6' 9'-6' 9'-3' 9'-3" • � 4"WIDE LINES LINES PAINTED BLUE(HANDIGAP SPAGES) � 4"WIDE YJHITE LINES � NO PARKING STRIPE PRINTED WHITE�OR ALL PAINTED BLUE W/4' AN51 STANDARD WIDE DIA60NAL LINES HANDIGAP SYMBOL �OLL�fi�D � �'�fi��G I NG ST�LL L�YOUT �L�N STANDARD SPAGES � PAINTED BLUE ��, �� = �o� • �� ���� I 9'-O"MIN STANDARD STALL � 8'-O"MIN HG STALL I 8'-O"MIN HG UNLOADIN6 ZONE I 8'-O"MIN HG STALL REFER TO PLAN�OR AGIUAL SIZE REFER TO PLAN FOR REFER TO PLAN FOR r REFER TO PLAN FOR I'-0' � AGIUAL SIZE AGTUAL SIZE AGTUAL SIZE N I.�MAXIMUM SLOPE WITHIN HANDIGAPPED PARKIN6 SPAGE �. � AND/OR STRIPED AISLE SHALL NOT EXGEED I:50(2:K) 23'-10�' 2. SEGOND ADA CAMPLIRNT SPAGE 15 ONLY REQUIRED WHEN PARKING EXG�DS 25 SPAGES. � � 4���P� —�6���26 „ � TY�I G�L ��izK I NG Si��G� ��YOUT vw,ir�s ' i,�„ AT-I.O:K T �� �- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ", � � � � � 12'-II�" HVAG DRAIN ���IN � � �, /� 4"DOWNSPOUT � DRAIN � m I � m � — o � I 4 DOl^AlSDRA N I ■ a I a � �� 3"x4'x4"DOWN SPOUT 3'x4"x4"DOWN SPOUT I I ADAPTER FOR 6UTTER DRAIN �APTER F FOR�Ii�YAG DRAIN I AND 4"GAP�OR HVAG DRAIN � I GRADE GRADE o � a b' —■—■— 3" —■—■— 4'DOW�iPOUT I DRAIN 4'SDR 26 4"5DR 26 � I � 4"xb"REDUGER 4"x6'REDUGER � o I ' o I �j�c,pR 26 6"5DR 26 r . I :� � o � 'I a I I. I 4'DOWNSPOUT I pRAIN�y�� DRAIN II a L — — — — — — 1 - - L—�� �:L—� - - � - - � � i�00� Di��I 1� J�l/ 5T01�� �00� Di��I N V�l/O STO1�� ��-�� , ,,�„ ❑ ❑ STORE NAME,ABBREYIATION 8 NO. l�l�I��L ��� — W�I� — I O I . . . . . . . . . OF NEW SITE LOGATION �,�P�� Eow w,�T�,yo�,� 402 L�K� �1��, S�iZ�TOG� Si�iZl NGS, NY I 2866 0 �� � r � DATE NO. REYISIONS � DRAWN BY: RR � cwu ����� �� �o f �Lg��, �= SGALE: AS SHOWN ��, ,p �91096 ��� ���� DATE: 3/I/22 ��FESSIONP : - - - - - - DRI�WING NO. SARATOGA SPRINGS,NY 12866 S—I O DOWNSi�OUT LOG�TI ON i�L�N TEL. (518)581-1200 �AX (518)581-120q ��, �� - �o� ALTERATIONS TO THIS DOGUMENT BY OTHER THAN AN AUTHORIZED TITLE: LIGENSED PROFE5510NAL ENGINEER 15 ILLEGAL AND A VIOLATION OF �00� D��I N � ���K I NG D�T�I L5 THE NEW YORK STItTE EDUGItTION LAW AGGEPTABLE �ILL M/�4TERIALS: STORMTEGH SG-'I40 GHAMB�R SYSTEMS MATERIAL LOGATION DESGRIPTION �ASHTO MATERIAL GOMPAGTION /DEN51Tf GL/�4551�IGATIONS REQUIREMENT EAST JORDAN IRON WORKS FRA�(PRODUGT NO. 00541qIU AND 6RftTE(PRODUGT NO.00541q3U OR PINAL PIW FILL MATERIAL FOR LAYER'D'STARTS FROM THE EN6INEER APPROVED EQUAL TOP OF THE'G'LAYER TO THE BOTTOM OF FLEXIBLE ��IL/ROGK MATERIALS,NATIYE SOILS,OR PER PREPARE PER 51TE DE516N EN6INEERS PLANS.PAYED FINISHED D EN6INEER'S PLANS.GHEGK PLANS FOR PAYEMENT WA INSTALLATIONS MAY HAVE STRIN6ENT MATERIAL AND PREGAST CANG.RISER FOR G�pE SOLID GOVER PAYfMENT OR UNPAYED FINISHED GRADE ABOVE.NOTE TI+AT y�gGRqpE REQUIREMENTS. PREPARATION REQUIREMENTS. 6RADE ADJUSTMENT,12'MAX PAYfMENT SUBBASE MAY BE PART OF THE'D'LAYER `� ____.. lJ.` �a_ AASHTO MI45' BE61N CAMPAGTIONS AFTER 12"(300 mmJ OF MATERIAL OYER THE ' " `\�/;\//\\//\\//\ ;\`j/\\j/\�j\ " � �"`� 6RAWLAR WELL-GRADED SOIUAGGREGATE MIXTURES,t35SK A-I,A-2-4,A-3 � MTIAL flLL�PILL MATERIAL POR LAYER'G'STARTS PROM THE GHAh�ERS IS REALI�D.GOMPAGT ADDITIONAL LAYERS IN 6"(I50 mm)MAX PINES OR PROGE55ED AGGREGATE. �� �� �� � � ��,''�a'�z ��- TOP OF THE EMBEDh�NT STONE CB'LAYEW TO 18"(450 mrtJ LIFTS TO A MIN.95:K PROGTOR DENSITY POR l^�LL GRADED MATERIAL AND �� � � � � ��� �� ��� G ABOVE THE TOP OF THE GHAMBER.NOTE THAT PAYEh�NT OST PAVEMENT SUBBASE MATERIALS GAN BE USED IN LI�1 OF � q5S5 RELATIYE DEN5ITY POR PROGE55ED AGGREGATE MATERIALS.ROLLER BUTYLE ROPE SQUARE HOLE ��������� � �� : --. .�� ,_. ,;` . _ ._�...r a : SUBBASE MAY BE A PART OF THE'G'LAYER. + GRO55 VEHIGLE WEI6HT NOT TO EXG�D 12p00 Ibs(53 kW.DYNAMIG 6A5KET �� ��, THIS LAYER. AASHTO M43 Fp�E NOT TO EXGEED 20p00 Ibs(89 kW. 2'-6'MIN. WHEN A PREGAST GONG.LID IS 3,351,4,46"I,5,56,5"I,6,6"I,68,"I,"18,8,89,9,10 KOR-N-SEAL BOOT l^U BAND 4'MIN.DIA.FOR ROUND STRUGIURE NEGESSARY,IT IS TO BE RATED �\\ \ �E��5�FpRGEp KOR-N-SEAL FLEXIBLE RUBBER BOOT �Z^ �OR H-2o LOADIN6 GLAMP,OR EQUAL APPROYED BY GONGRETE MANHOLE PER ASTM G923(ADAPTER REQD � �-� EN6INEER,ON ALL INLET AND (H20 TRAFFIG LOADIN6) �OR RLL GORRUGATED PIPFa � B �8T0lE��ILL SURROUNDIN6 THE GHAMBERS�ROM AASHTO M43' �s o OUTLET PIPES(ADAPTER REG2D 5TEP5 REQD.FOR THE FOUNDATION STONE('A'LAYEW TO THE'G'LAl'ER ABOYE. GLEAN,GRUSHED,AN6ULAR STONE 3,357,4,467,5,56,57 ���+�TION RECdUIRED. F z �q��p�6ATED PIPE) STRUGlURES GRERTER 5'-0'� � EXISTIN6 � � THAN 5b'IN DEPTH STAINLE55 STEAL � GATGH BASIN �_�- � � ���� PIPE GLAMP P'OI�DA710N STOIPr PILL BELOW GHA�ERS FROM THE AASHTO M43" � � ��' ��' � A GLEAN,GRUSHED,AN6ULAR STONE PLATE GOMPAGT OR ROLL TO AGHIEYE A FLAT SURFAGE.� ��� 12"XI2" " ���p�� SUBGRADE UP TO THE FOOT(80TTOhU OF THE GHAMBER. 3,35f,4,46"f,5,56,5f �n� HppE TEE �� m PLEASE NOTE: � o STAINLE55 STEAL I. THE USTED AASHTO DE516NATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST AL50 BE GLEAN,GRUSHED,AN6ULAR.FOR EXAMPLE,A SPEGIFIGATION FOR#4 STONE WOULD STATE: "GLEAN,GRUSHED,AN6ULAR NO.4(AASHTO M43)STO�'. 12'HDPE 12'HDPE WEDGE 51YLE KORBAND 2. STORMTEGH GOMPAGTION REC�lUIREMENTS RRE h�T FOR'A'LOGRTION MATERIALS WHEN PLAGED AND GOMPAGTED IN 6'(150 mrJ(MA�LI�TS USIN6 TWO PULL GOYERA6E5 WITH A VIBRATORY GOMPAGTOR. s�a o- 3. WHERE INFILTRATION SURFAGES MAY BE CAMPROMISED BY CAMPAGTION,�OR STANDARD DE516N LOAD CANDITIONS,A FLAT SURFAGE MAY BE AGHIEVED BY R,4KIN6 OR DRAGGIN6 WITHOUT GOMPAGTION EQUIPh�NT.FOR SPEGIAL LOAD DE516N5,GONTAGT STORMTEGH �a� Q � STORM PIPE FOR GOMPAGTION REQUIREMENTS. ��� o � (5�STORMWATER ? MANA6EMENT PLAN FOR SIZIN6J �'E��T 2'MIN PRO.�GTION �� `n %� �5����� INTO MH AT PIPE � � � ��� Q �� "THE ELIMINATOR"HOOD ON SyEGURINNG yJRqPS �` ' PLAN FOR SIZE) SPRINGLINE ��� - Q� OUTLET PIPE WHERE REG1D. 4'-0'SPAGIN6 MAX. � � Q m- (5�STORMWATER MANAGEMENT � PLAN�OR LOGATIONS) 6' CAMPAGTED FILL \ !�\ *TO BOTTOM OF FLEXIBLE PAYEMENT.FOR � � � j�j AD5 GE05YNTI�TIGS 601T NON-WOYEN 6EOTEXTILE FABRIG ALL UW'AVED INSTALLATIONS WHERE RUTTING PAYEMENT LAYER(DE516NED BY 51TE �R TO 24' (600 mrJ. Q `��/ ' RROUND GLEAN,GRUSHED,RN6ULAR STONE IN A 8 B LA FROM VEHIGLES MAY OGGUR,INGREASE � � ��� � DE516N ENGINEEW - ���� ; � � 8� ; �j � MIN'MAX GOMPAGTED NYSDOT ITEM ��-O" GOMPAGTED SUBBASE _ PERIMETER STO� 100-YEAR WSEL=247.43 � 304.11 6RAYEL SUBBASE Np (5EE NOTE 5) 12'MIN a � I. FRkh�AND 6RATE/GOYER rOR EAGH STORM STRUGTURE �� � � O � � � SHALL BE 5ET IN MORTAR BED. I. 5�STORMWATER MANAGEh�NT PLAN FOR ALL APPLIGABLE EXGAVATION WALL (GAN BE SLOI�ED OR s � � � 0 � � 2. ALL STRUGIURES TO BE RATED FOR H-20 LOADIN6. ELE�/ATIONS. �X I 5T I NG G�TG� ��S I�l YERTIGAL) 10-YEAR WSEL=243.96 � ,-,�,R��-243.� o �i��G�ST GONG��T� O I L/W�T�fi� S��'�fi��TOfi� D�T�I L �OOT GON�I�GT I O�l D�T�I L DEPTH OF STONE 6'p50 mrcJ MIN Di��I N�G� G�TG� ��S I�l BOTTOM OF STONE ELEV.=2435f 12'MIN SG-l4�END GAP b'MIN 51" 12'MIN SUBCRADE SOILS f5�NOTE 4J PREGAST GONG.RISER FOR � NOTC-5 POR TFE BIDDIN6 AND INSTALLATION OF TFE 5G-'I40 5Y5TB�I c-�w,ve E,v,usirteNr,I2"t�uc I. 5G-740 GHRhffiER5 SHALL GONFORM TO THE REC�lUIREMENTS OF RSTM�2418'STANDARD SPEGIFIGATION FOR I. STORMTEGH 5G-740 GHAMBERS 51fRLL NOT BE INSTRLLED UNTIL THE MANUFAGIURERS POLYPROPYLENE(PP)GORRUGATED WALL STORMWATER CALLEGTION GHAhffiERS',OR ASTM�2q22'STANDARD REPRESENTATIVE HAS GOMPLETED A PRE-GONSTRUGTION�TIN6 WITH THE INSTALLERS. SPEGFIGATION FOR POLYETHYLENE(PFJ GORWIC-iATED WALL STORMWATER GOLLEGTION GHAMBERS'. 2. STORMTEGH SG-"f40 GHAMBERS SHALL BE INSTALLED IN AGGORDANGE WITH THE'STORMTEGH 2. 5G-"140 GHAMBERS SHALL BE DE516NED IN AGGORDANGE WITH ASTM F2"18"I'STANDARD PRAGTIGE�OR SG-310/'SG-"f40/DG-"f80 GONSTRUGTION 6UIDE'. STRUGTURAL DE516N OF THERMOPLASTIG CARRUGATED WALL STORMWATER CALLEGTION GHAMBERS'. 2� PAVED AREAS 6R,455 AREAS 3. GHAMBERS ARE NOT TO BE BAGKFILLED WITH A DOZER OR AN EXGAVATOR 511UATED OVER THE ��j.� gUTI'LE RppE 5EE NOTE 3 BELOW EAST JORDAN IRON WORKS FRA�(PRODUGT NO. 3. "AGGEPTABLE FILL MATERIALS'TABLE ABOYE PROVIDES MATERIAL LOGATIONS,DESGRIPTIONS,GRADATIONS,AND GHAMBERS. ��� 6A5KET 0010461U AND SOLID GOVER(PRODUGT NO.00103525) GOMPAGTION REGIUIREMENTS rOR POUNDATION,EMBEDh�NT,AND�ILL MATERIALS. STORMTEGH REGOMh�NDS 3 BAGK�ILL h�THODS: �s z 4'MIN.DIA. WF�N R PREGRST GONG.LID IS OR EN61N�R APPROYED EQUAL STONESHOOTfR LOGATED OFF THE GHAMBER BED. f NEGESSARY,IT IS TO BE RATED REGOMMENDED 4. THE 51TE DE516N EN6INEER 15 RE5PON51BLE FOR A55E551N6 THE BEARIN6 RE515TANGE(ALLOWABLE BEARIN6 � BAGKFILL A5 ROWS ARE BUILT U51NG AN EXGAVATOR ON THE FOUNDATION STONE OR ��� KOR-N-SEAL BOOT W/BAND rOR H-20 LOADING PREGAST GONG.IS TO BE MIN. TRENGH WIDTH GLAMP,OR EQUAL APPROVED BY GAPAGITY)OF THE SUBGRADE 501L5 AND THE DEPTH OF FOUNDATION 5T0�WITH GON5IDERATION FOR THE RANGE ��A��� �f� EN6INEER,ON ALL INLET AND PREGAST GONG.RISER FOR RATfD FOR H-20 LOADING PIPE DIA. MIN.TRENGH WIDTH OF EXPEGTED SOIL MOISlURE GONDITIONS. � BAGKFILL�ROM OUTSIDE THE EXGAVRTION USIN6 A LON6 BOOM HOE OR EXGAVRTOR. � Q � OUTLET PIPES(RDAPTER REQD GRADE ADJISTMENT,12"MAX b" 23" 4. THE�OUNDATION STONE SHALL BE LEVELED AND CAMPAGTED PRIOR TO PLAGING GHAMBERS. ��W FOR ALL CARRUGATED PIPFa a STEPS REQD.FOR STRUGIURES �i� 8� 2y" 5. PERIMETfR STONE MUST BE EXTENDED HORIZONTALLY TO THE EXGAVATION WALL POR BOTH YERTIGAL AND �u�� Q � GREATER THAN 5'-0"IN DEPTH PINAL �������'� o z 10" 28" SLOPED EXGAVATION WALLS. m - � 5. JOINTS BETWEEN GHAMBERS SHALL BE PROPERLY SER7ED PRIOR TO PLAGIN6 STONE. � o o BAGK�ILL z �2" 30" 6. ONGE LAYER'G'IS PLAGED,ANY SOIL/MATERIAL GAN BE PLAGED IN LAYER'D'UP TO THE�INISHED GRADE.MOST Z �� 15' 34" PAYEMENT SUBBASE SOILS GAN BE USED TO REPLAGE THE MATERIAL REQUIREh�NTS OF LAYER'G'OR'D'AT THE 6. MAINTAIN MINIMUM-6'(I50 rmJ SPAGING BETWEEN THE GHAMBER ROWS. S�� 18" 39" 51TE DE51GN EN6INEER'S DISGRETION. � 7. Et�EDMENT STONE SURRDUNDIN6 GHAMBERS M15T BE A GLEAN,GRUSHED,AN6ULAR STONE 3/4-2" ��� "f. GONTRAGTOR SHALL FIELD WELD ALL SEAMS AND PIPE PfNETRATIONS IN THE PROPOSED 30 MIL POND LINER TO (20-50 mm). �Q rz Q STORM PIPE Rql�lp fIpLE 's� 24 48 'D 30" 56' � �i (SEE STORMWATER 36� y4" ENSURE WATER TIGHTNE55. 8. THE CANTRAGTOR MUST REPORT ANY DISGREPANGIES WITH GHAMBER POUNDATION MATERIALS �q� � � � MANAGEMENT PLAN POR SIZIN6) 48' 8p" BEARIN6 GAPAGITIES TO THE SITE DE516N EN61�R. � STORM PIPE p fi p '' [� 60' 96' STORMITGH GHANBBt 9P6GIPIGATI01� �o� f�SToazt�wAreR 4��� � � ' 9. ADS REGOMMENDS THE USE OF"PLEXSTORM GATGH IT"INSERTS DURIN6 CANSTRUGTION POR RLL - ---, � � � : - � � I. GHAMBERS SHALL BE STORMTEGH 5G-140. 5�S�TO�FP�ROTEGT THE SU65URFAGE STORMWATfR MANA6EMENT SYSTEM FROM CANSTRUGTION ��� M���y�PL�� � � \ �q � ������' - ` �� ` � 4'POR 12"-24"PIPE 2. GHAMBERS SHALL BE MANUPAGTURED PROM VIR61N POLYPROPYLENE OR POLYETHYLENE RESINS. 6' i m � ��� �� � � ����` � 6"POR 30"-60"PIPE GRUSHED STONE, 3. GHAMBER ROWS SHALL PROYIDE CANTINJOUS,UNOBSTRUGTED INTERNAL SPAGE WITH NO INTERNAL SUPPORT NOTC'S POR GOP�STRIIGTIOTI�QUIPMB�IT ' � � , 7��`�)��) , � � NYSDOT ITEM 203A7 PANELS THAT WOULD IMPEDE FLOW OR LIMIT AGGE55 FOR INSPEGTION. Q F,� � '�, ���/��/�'' � � I. STORMTEGH SG-740 GHAMBERS SI+ALL BE INSTALLED IN AGGORDANGE WITH THE"STORMTEGH _ ���T���T� ' SG-310/5G-140/DG-l80 CANSTRUGTION 6UIDE'. DRYI�LL BY FORT MILLER OR �--� ��. 4. THE STRUGIURAL DESIGN OF THE GHAhffiERS,THE STRUGIURAL BAGKFILL,AND THE INSTALLATION REQUIREMENTS �����p�� -� �`-�`� � z SHALL ENSURE THAT THE LOAD PAGTORS SPEGIPIED IN THE RA5HT0 LRFD BRID6E DE516N SPEGIPIGATIONS, ��) X] ��� p � ����. � � 2. THE USE OF GONSTRUGTION EQUIPh�NT OVER SG-l40 GHAh�ERS IS LIMITED: � ��� � a MIN.TRENGH WIDTH SEGTION 12.12,ARE h�T FOR: I)LON6-DURATION DEAD LOADS AND 2)SHORT-DURATION LIYE LOADS,BASED ON - � THE AA5HT0 DE516N TRUGK WITH GON5IDERATION�OR IMPAGT AND MULTIPLE VEHIGLE PRESENGES. . Np RUgBER TIRED LOADERS,DUMP TRUGKS,OR EXGAVATORS ARE ALLOWED UNTIL PROPER GOMPAGTED NYSDOT ITEM . �'-0�" ' - 5�STORMWATER MANAGEMENT ' ` '` � ��` �' `� � (5�TABLFa NO EQUIPMENT IS ALLOI^�D ON BARE GHAMBERS. 304.11 6RAVEL SUBBASE � 5. GHAMBERS SHALL h�ET ASTM F2q22(POLYETHYLENFa OR ASTM�2418-I6(f'OLYPROPYLEN�,'STANDRRD FILL DEPTHS ARE REAGHED IN AGGORDANGE WITH THE'STORMTEGH SG-310/SG-l40/DG-l80 PLAN FOR DIAMETER ` CANSTRUGTION 6UIDE. �3 ' SPEGIFIGATION FOR THERMOPLASTIG CARRUGATED WALL STORMWATER CALLEGTION GHAMBERS'. � �G��p� 3'-p° IJ X] ', [I l^�16HT LIMITS FOR GONSTRUGTION EQUIP�NT GAN BE FOUND IN THE"STORMTEGH I. �RAME AND 6RATE/CAVER�OR EAGH STORM STRUGlURE � SG-310/'SG-l40/DG-l80 GONSTRUGTION 6UIDE'. ROUND 5T0� 6. GHAMBERS SHALL BE DE516NED AND ALLOWABLE LOADS DETERMINED IN AGCARDANGE WITH ASTM F718"I, SHALL BE SET IN MORTAR BED. TMP � � 'STANDARD PRAGTIGE FOR STRUGIURAL DE516N OF THERMOPLASTIG GORRU6ATED WALL STORMWATER 3. FULL 36'(900 rrm)OF STABILIZED GOYER MATERIALS OVER THE GHAhffiERS IS REQUIRED FOR 's� `� GOLLEGTION GHAMBERS'. 2. ALL STRUGIURES TO BE RATED FOR H-20 LOADIN6. m I. ALL PIPE SYSTEMS SHALL BE INSTALLED IN AGGORDANGE WITH ASTM D2321, DUMP TRUGK TRAYEL OR DUMPIN6. 'STANDARD PRAGTIGE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIG PIPE FOR l. ONLY GHAMBERS THAT ARE APPROYED BY THE SITE DE516N ENGINEER WILL BE ALLOWED.THE GHAMBER USE OF A DOZER TO PUSFI EMBEDMENT STONE BETWEEN THE ROWS OF GHAMBERS MAY GAUSE DAMA6E TO 3. OPENIN6 TO MATGH 6RATE OR GOVER TYPE.RDUND FOR SEWERS AND OTHER 6RAYITY FLOW APPLIGATIONS",LATEST ADDITION. MANUFAGIURER SHALL SUBMIT THE�OLLOWIN6 UPON REQUEST TO THE 51TE DE516N EN6INEER FOR APPROVAL �GHAMBERS AND IS NOT AN AGGEPTABLE BAGKfILL METHOD.ANY GHAhffiERS DAMPSED BY THE SOLID MANHOLE GOYERS. 4 I'-0' BEFORE DELIVERIN6 GHAMBERS TO THE PRO.�GT SITE: 'DUMP AND PUSH'METHOD ARE NOT GOVERED UNDER THE STORMTEGH STANDARD WARRANTY. - ��T�� 2. h�A5URE5 SHOULD BE TAKEN TO PREVENT MI6RATION OF NATIVE�INES INTO BAGK�ILL a. A STRUGIURAL EVALUATION SEALED BY A RE615TERED PROFESSIONAL EN61N�R THAT DEMONSTRATES MATERIAL,WHEN REQUIRED. THAT THE SP,PETY�AGTORS ARE GREATER THAN OR EGIUAL TO I.q5�OR DEAD LOAD AND I.-f5�OR LIYE ���T STORMTEGH AT I-888-892-2694 WITH ANY CIUESTIONS ON INSTALLATION REC�lUIREMENTS OR TYi�I G�L �i��G�ST LOAD,THE MINIMUM REQUIRED BY ASTM F2"f8"f AND BY AASHTO FOR THERMOPLASTIG PIPE. l^�16HT LIMITS FOR GONSTRUGTION EQUIPMENT. � 3. POUNDATION:WHERE THE TRENGH BOTTOM 15 UNSTABLE,THE GONTRAGTOR SHALL UNDISIURBED EXGAVATE TO A DEPTH REQUIRED BY THE EN6INEER AND REPLAGE WITH SUITABLE b. A STRUGIURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL EN61N�R THAT DEMONSTRATES GO�IGfi��T� M�N�OL� D�T�I L �� � MATERIAL AS SPEGIFIED BY TI�EN61N�R.AS AN ALTERNATIYE AND AT TI� THAT THE LOAD�AGTORS SPEGI�IED IN THE AA5HT0 LRFD BRIDGE DE516N SPEGI�IGATIONS,SEGTION 12.12, GOMPAGTED NYSDOT ITEM DISGRETION OF THE DE516N EN61�R,T+IE TRENGH BOTTOM MAY BE STABILIZED USIN6 I. FRAN�AND 6RATE/GOYER FOR EAGH STORM STRUGIURE SHALL BE SET IN 304.11 6RAVEL SUBBASE A 6EOTEXTILE MATERIAL. ARE MET.THE 50 YEAR GREEP MODULUS DATA SPEGIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS MORTAR BED. PART OF THE AASHTO STRUGIURAL EYALUATION TO VERIFY LON6-TERM PERFORMANGE. 2. ALL STRUGTURES TO BE RATED FOR H-20 LOADIN6. 4. MINIMUM CAVER:MINIMUM GOVER,H,IN NON-TRAFFIG APPLIGATIONS(6RA55 OR c. STRUGlURAL GR055 SEGTION DETAIL ON WHIGH THE STRUGlURAL EYALUATION 15 BASED. LANDSGAPE AREAS)IS 12'FROM THE TOP OF PIPE TO GROUND SUR�AGE.ADDITIONAL 3. A TEST PIT SHALL BE EXGAVATED AT THE PROPOSED DRYWELL LOGATION PRIOR GOVER MAY BE REQUIRED TO PREVENT FLOATION.FOR TRAFFIG APPUGATIONS,MINIMUM 8. GHAMBERS AND END GAI'S SHALL BE PRODUGED AT AN I50 9001 GERTIFIED MANUFAGIURIN6 FAGILITY. TO INSTALLATION TO GONFIRM ADEQUATE SEPARATION TO POTENTIAL SOURGES OF GOVER,H,IS 12'UP TO 48"DIAMETER PIPE AND 24'OF GOYER FOR 54"-60"DIAMETER ���T� PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAYEh�NT OR TO TOP OF RI61D PAYEMENT. fi�fi��G�ST GONGfi��T� Dfi�YJ�I�LL STOi�M S�V�I�i� GOi�i�UG�T�D �Di�� i�I i�� Ti��1�G� � ��DD I NG A A 90."I"f2304 mrcJ AGTUAL LEN6TH 85.4"f2169 rm�INSTALLED LEN6TH a BUILD ROW IN THIS DIREGTION IS" (450 mm) MIN WIDTH GONGRETE GOLLAR � PAYEMENT GONGRETE GOLLAR NOT REQUIRED FOR PRE-FAB STUBS AT BOTTOM OF END GAP FOR PART NIMBERS ENDIN6 WITH'B" �� UW'AVED APPLIGATIONS PRE-FAB STUBS AT TOP OF END GAP FOR PART NUh�ERS ENDIN6 WITH"T' PRE-GORED END GAPS END WITH"PG" 12"(300 mrn)NYLOPLAST INLI�DRAIN BODY START W/SOLID HINGED GOYER OR 6RATE P�RT # STU$ � B G END 553N��IH1 NIW(ww OOZ)„8 PART�2112AG61P* 9V15 313?J�NO� SOLID GOVER: 1299G6G* SG"f40EPEObT/SG"f40EPEObTPG 18S'f4"10 mrrJ --- 6RATE: 129GG65 6"(I50 rrm) 10.9"(2ll rrrr� SG740EPEObB/SG"f40EPEObBPG --- O.5"(13 mm1 OYERLAP�XT GHAMBER HERE fOVER SMALL SG"f40EPE08T/SG"f40EPE08TPG IbS"(419 mrcJ --- GORRUGATIOW SG"f40EPE086/SG"f40EPE086PG g��(200 mm) 122"(310 mm) --- Ob"f15 rm� SG"140EPEIOT/SG"f40EPElOTPG 14S"(368 mrr� --- 10"(250 mm) 13.4"(340 mm) SG"f40EPE106/SG"f40EPElOBPG --- O.l"(18 rmJ STORE NAME,ABBREYIATION 8 NO. SGl40EPE12T/SGl40EPE12TPG 12S'(318 mrrJ --- , , FLEXSTORM GATGH IT 6"(I50 mmJ SDR35 PIPE ! l�I��L / � Y � ► 1�I� I O I SG"f40EPE12B/SG"f40EPE12BPG 12"(300 rrrn) 14.�"C373 rrrr� --- 1.2"(30 mrr� � � O� PART#6212NYFX SG740EPEIST/SG"f40EPEI5TPG q.0"(229 mmJ --- c�i� � � �� WITH U5E OF�PEN 6RATE SG-l40 GHA�ER IS"("375 mm) 18.4"(46�rrrn) � � SG"140EPEISB/SG"f40EPEI5BPG --- 1.3'(33 mrr� pF NEW SITE LOGATION sciao�iar�sc�ao�iarnc s.o°(irt mr� --- y°(I50 mmJ INSERTA TEE P�� �� � y �( I J�J� J�\ / 18'(450 rrrr� 19.�'(500 mm) � 51.0" PART�bP26FB5TIP* � �N T �,P '7O� J�111�� l't Y�, S�iZ�TOG� Si�iZl NGS, NY I 2866 SG"140EPEI86/SG"f40EPE186PG --- Ib"(41 rm� 12�. 45.9'(II66 rrrr� I (12q5 rrrr� I INSERTA TEE TO BE GENTERED ON � '�� �y��r 5G740EPE24B* 24"(600 mrcJ 18S"(4"10 mrcJ --- O.I"(3 mrcJ C310 rrrr� I GORRUGATION GREST � �� � RLL STUBS,EXGEPT�OR THE SGl40EPE24B ARE PLAGED AT BOTTOM OF END GAP SUGH TIfRT THE OUTSIDE DIAh�TER OF THE S111B IS�U15FI WITH THE 0 0 0 0 � 0 r�pqRTg y712AGSIPKIT GAN BE USED TO BOTTOM OF THE END GAP.FOR ADDITIONAL INFORMATION GONTAGT STORMTEGH AT I-888-892-2694. ORDER ALL NEGE55ARY CAMPONENTS FOR � w DATE NO. REYISIONS ����� DRAWN BY: RR NOMINAL GHAMBER SPEGIFIGATIONS A 50LID LID INSPEGTION PORT *FOR THE SG740EPE24B THE 24'(600 rm�5111B LIES BELOW THE BOTTOM OF THE END GAP APPROXIMATELY I."IS"(44 rm�.BAGKFILL MATERIAL SHOULD SIZE(W X H X INSTALLED LEN6TfU 51.0'X 30.0'X 85.4" (1295 mm X"162 mn X 2169 mrcJ INSTALLATION AcJ cJ��wN BE REMOYED FROM BELOW THE N-12 S111B 50 THAT THE FITTIN6 SITS LEVEL. GHAMBER STORA�E 45.9 GUBIG FEET (1.30 m') � c E�g�a, �= SGALE: O ���� DATE: 3/I/22 MINIMUM INSTALLED STORA6E* �4.9 GUBIG F�T (2.12 m') � � NOTE:ALL DI�NSIONS ARE NOMINAL �ir�r 75.0 Ibs. (33.6 kc� ,p �91096 �� �assur��s 6'(152 mm)STONE ABOYE,e�ow,AND BETWEEN GHRhffiERS ��FESSI4NP DRAWING NO. T�GHN I G�L Si��G I�I G�T I 01�5 I NSi��GT I ON �Oi�T D�T�I L SARATOGA SPRINGS,NY 12866 5-I I SGALE� N.T5. TEL. (518)581-1200 �AX (518)581-120q SGALE� N.T.S. ALTERATIONS TO THIS DOGUMENT BY OTHER THAN AN AUTHORIZED TITLE: LIGENSED PROFE5510NAL ENGINEER 15 ILLEGAL AND A VIOLATION OF STO�MW�T�� DET�I L5 THE NEW YORK STItTE EDUGItTION LAW 6ENERA�L REQUIREMENTS THE GONTRAGTOR SFfALL BE RESPONSIBLE �OR IMPLEMENTING EROSION AND 50'MIN. EXI5TIN6 SEDIMENT GONIROL TO PROTEGT SURf20UNDING WATER BODIES. PAYEh�NT 3, GONTRAGTOf2 OR OWNER SHALL ENSURE THAT AT LEAST ONE TRAINED NYSE DEG 5�� GERTI�IED EROSION GONTROL GONTRAGTOR IS ON SITE ON A DAILY BASIS WHEN SOIL 6"MIN. DISTURBANGE AGTIVITIES ARE BEING PREFORMED. /V�/���%� f � - � � / PILTERJ MOUNTABLE BERM THE GONTRAGTOR SHALL BE RE5PON51BLE �OR GONSTRUGTION GONTROL AND I ' ' ' � I E�c�IST�J GLOTH PRO�ILE (oPTIONAU PROPER�UNGTION N6 O� SAID �A1G�ILITIES(DURIN6 GO�TRU TI���5 TO ENSURE � � I A�TER THE PROJEGT HA5 BEEN GOMf'LETED,THE GONIRAGTOR SHALL HAVE THE / rn RESPONSIBILITY�Of2 ENSUf21NG THAT ALL TEMf'ORARY SOIL EROSION AND SEDIMENT � r 1 t so'MiN. GONTROL MEASURES HAVE BEEN REMOVED OR REPLAGED BY PERMANENT GONTROLS. � , ` ANY DISTURBED AREAS THAT WILL BE LE�T EXP05ED MORE THAN FOURTEEN (14) � �' D � �'`' I DAYS,AND NOT SUBJEGT TO GONSTRUGTION TRA��IG,SHALL IMMEDIATELY REGEIVE � - ` \ \ � TEMPORARY SEEDING. MULGH SHALL BE USED I� THE 5EA50N PREYENTS THE � / I I � - ���� ESTABLISHMENT O� A TEMPORARY GOVEi2. DISTURBED AREAS SHALL BE LIMED AND • ��-- �ERTILIZED PRIOR TO TEMPORARY SEEDIN6. � �� -- -- __ -� /\/\\�i�� ��� 15TIN� PERMANENT VEGETATION TO BE SEEDED OR 50DDED ON ALL EXP05ED AREAS WITHIN ' � � ��� � 12'MIN. �MENT FIYE (5) DAYS AFTER�INAL GRADING. MULGH AS NEGESSARY�OR SEED PROTEGTION \ \�-�---- ------ _ ` ��� ��� � AND ESTABLISFfMENT. LIME AND FERTIUZE SEED BED PRIOR TO PERMANENT SEEDING. �� _ _ =�-� � -- - - �� A/iA//i��% SEE SEGTION D. � \ �; � �\ � _---- - \ ` PL�N �/I�W ER0510N � SEDIMENT POLLUTION GONTROL 6UIDELINES (SV�PP) ------------------� \ _ _ , � / � ___---� - it� _ __-��� , _ ,-�� _ � - - � �� �� �, � � � - � o ,s EROSION AND SEDIMENT POLWTION GONTROL FAULITIES AND PRAGTIGES,UTILIZED �� � �- -- - -- -- -_ � J` THE GONSTRUGTION O� THE PROJEGT,SHALL BE GON515TENT WITH THE NEW YORK �� � �� � � � �� _- GONrTRUGTION SPGGIPIGATION5 STATE GUIDELINES FOR URBAN ER0510N AND SEDIMENT GONTROL,MARGH 1998. � � N.Y.S. � UTE �� � - -� � I. srot�slze-use 2"sTot�,oR r�clAlr�v or�rzecYCL�v cotacr�eaulvr�T. NATURAL VE6ETATION SHALL BE RETAINED,PROTEGTED,AND SUPPLEMENTED,A5 ------- i ,.� �EA5IBLE PRIOR TO AND DURING GONSTRUGTION. - - --. __ I -. __ _ __ _. _. - -- -- ��� ,��_ --- 2. LEN6TH-NOT LE55 THAN 50 I�ET(EXGEPT ON A SIN6LE RESIDENGE LOT WHERE A 30 POOT MINIMUM . � 0 � � ;� _____- ' ` LEN�TH WOULv APPLY). GUT AND �ILL SLOPES SHALL BE BROU6HT TO �INAL PROP05ED 6RADE5 A5 500N A5 -- � � � =-> `�-� ��// -�a5 0 - 3 �ICKt�ss-taoT Lr�s��51 t�c�5 P0551BLE IN THE GONSTRUGTION SEQUENGES,AND SEEDED AND MULGHED IMMEDIATELY. __., ., X fb)I � > `� / . . • � •- � ' " � 4. WIDTH-Tl^�LYE 02)�OOT MINIMUM,BUT NOT LE55 THAN THE PULL WIDTH RT POINTS WHERE INGRE55 Ef20510N AND SEDIMENT POLWTION GONIROL FAULITIES(STRAW BALES,FILTER __`"�.n�� �i _ � � � � /� orz e�r�55 occurz�.r�m-r-ouR(24)�oor I�51t�1�eN1r�c�To 51�. FABRIG �ENGING,STABILIZED GONSTRUGTION ENTRANGES,SILTATION BASINS,AND ;�� r �_ ������� �� 5. FIL7ER GLO7H-WILL BE PLAGED OVER 7I�ENTIRE AREA PRIOR TO PLAGIN6 OF STO�. OTfiER AGGEPTABLE �AGILITIES) SfiALL BE MAINTAINED TfiROUGHOUT GONSTRUGTION �;' !; �.�,,.�;, � � ��-- UNTIL GOMPLETE 51TE STABILIZATION. �1 , �� < „ � � ��- 6. SURPAGE WATER-ALL SURPAGE WATER PLOWIN6 OR DIYERTED TOWARD CANSTRUGTION ENTRANGES ' " `�, �� � ���� �,, ��� SHALL BE PIPED AGRO55 THE ENTRANGE.IP PIPIN6 IS IMPRAGTIGAL,A MOUNTABLE BERM WITH 5:1 �\ � �` � � ��� ` o �� � �� s�o�s wi�eE�i�. HEAVY GONSTRUGTION EQUIPMENT SHALL BE KEPT A5 GL05E TO THE AREA A5 PRAGTIGAL TO MINIMIZE DISTURBANGE O� 501L ALREADY STABILIZED OR � I I ` �u I -�-� -� � � � � �; �� ��� 7. MAINTENANGE-TI�ENTRANGE SHALL BE MAINTAINED IN A GONDITION WHIGH WILL PREVENT TRAGKIN6 STANDARD SYMBOL UNDISTURBED • � �u�V i I ' � �-�` � -��� OR FLOWIN6 OF SEDIMENT ONTO PUBUG 1216HT5-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED I � � ( \. �,'� oR TRAG7ED oNTo PUBLIG RI6HT5-oF-WAY MUST BE REMOVED IMMEDIA7ELY. TOPSOIL AND OTHER SOIL REMOVED DURING GONSTRUGTION SHALL BE STOGKPILED IN � � I, �� �� � A SUITABLE LOGATION GLEAR�ROM ANY STORMWATER DRAINAGE GOURSES. ,� i �� � ��` � � \ � 8. WHEN WA5HIN6 15 RECIUIRED,IT SHALL BE DO�ON A AREA STABILIZED WITH STONE AND WHIGH - � ; vw�,itys itaro nN nr�rzovEv sEvirteNT nznr�ir�vEvice. STOGKPILES WHIGH ARE INAGTIVE �OR MORE THAN�OURTEEN (14) DAYS SHRLL BE j .�� ,� O ~h �. \ SEEDED. I ?� I I + Q . ' � : ` „ ��, ? \� q. PERIODIG INSPEGTION AND NEEDED MAINTENANGE SHALL BE PROVIDED AFTER EAGH RAIN. � � � II � ; �J• �! / � � 5� GB It�T VEC�TATIYE STABILIZATION SHALL BE PERIODIGALLY INSPEGTED �OiZ SU��IGIENT ° �° ` �_ � � i ' �.: � 4 PROTEGTION(TYP)� 6ROWTH AND PRO6RE55. Ai2EA5 NOT RESPONDIN6 SHALL BE PROMPTLY RESEEDED I I � � �o � � �` �' ' \ T�M�Oi��i�Y GONST�UGTI O�l �NTi��NG� AND REMULGHED A5 500N A5 P0551BLE. AREAS SHOWIN6 516N5 O� ER0510N PRIOR ��... _ �. . . , ' \ TO STABILIZATION SHALL BE 6RADED,RESEED,AND REMULGHED A5 500N A5 - I�i I � I ���� - ' 0 o I �. P0551BLE. 50D OR ER0510N GONTROL �ABRIG SHALL BE UTILIZED WHERE ADEQUATE I�(;� � �; WASHOUT AREA I " • �� STABILIZATION 15 NOT OGGURRIN6. � � I .� � { r� ALL 501L ER0510N AND SEDIMENT GONIROL MEA5URE5 SHALL BE INSTALLED BE�ORE � , � !Y I � , BEGINNING EAf2TH MOVING AGTIVITIES,OR IN TfiEIR PROPER SEQUENGE,AND : � ��` '� � � / \ MAINTRINED UNTIL PERMANENT PROTEGTION IS ESTABLISHED. I ���,� � . � ,�> ��J ' . � A STABILIZED GONSTRUGTION ENTRANGE PAD O� I-I/2" TO 2" GLEAN STONE WILL BE �A� � Q ' '� � � coNslw�cTloN PLAGED AT ALL GONSTRUGTION DRIVEWAYS IMMEDIATELY A�TER SITE DISTURBANGE. - �� - I � � `._ \ p � _ _ _.. ._- - � \ ��q�E (DIMEN510N5: LENGTH-NOT LE55 THAN 50 FT.,EXGEPT ON 51NGLE RE5IDENGE LOT � � � `_ ' � �> - - _ � ' WHERE 30 �T. MINIMUM WOULD APPLY: WIDTH-24 FT. MIN.,BIJT NOT LE55 THAN FULL '- �. ; t,. ,�:-, _ . _ � I � ; � � ' �-A - � 51LT socK(e',12", WIDTH O� ENTRANGE OR EXIT DRIVES: DEPTH-NOT LE55 THAN 8 IN.) �ILTER GLOTH 15 '�� : - � • , \ 02 ia°rYPicnU REQUIRED PRIOR TO STONE PLAGEMENT. SILT SOGK(8",12',OR 18"TYPIG,4L) � � � j l ` � -� � �' � IMPERVPOUS SURFAGE ������� STAKES PLAGED OI �oN ANY DISTURBED AREAS THAT WILL BE LE�T EXP05ED �OR MORE THAN 14 DAYS AND _„���� � I _ _ 1 yAtav eqc�yizEv qy c�� NOT SUBJEGT TO GONSTRUGTION TRA��IG,WILL IMMEDIATELY REGEIVE A TEMPORARY _ \� I � �. � � �. � \ \ t�vEv Oo�o.cJ SEEDIN6. I� THE 5EA50N PREVENTS TfiE ESTABLISFfMENT O� A TEMPORARY GOVER, �\ � _� I \ Ar�To ee r�rzo�c�v THE DISTURBED AREAS WILL BE MULGHED WITH STRAW OR EQUIVALENT MATERIAL,AT 'R 4 �� \\\� I I � i / � wo2�A2�n R2Ek To eE r�oTECTEv wo�A�, A RATE O� 2.5-3.0 TONS PER AGRE,AGGORDING TO STATE STANDARDS. ; \�\\ ����� � ., a Y � ' PERMANENT VEGETATION TO BE SEEDED ON ALL EXPOSED AREAS WITHIN FOURTEEN \\�. '. ,, ,�`�c.,. _ �` a o / � r� �' f , I \ (14) DAYS A�TER�INAL GRADING. MULGH TO BE USED AS NEGESSARY �OR \\�� �- �/,, � a � ; ,;, x I \ �" PROTEGTION UNTIL SEEDING 15 ESTABL15HED. \�., _'��'1:..""' . . ., .,_._""`�"'„--:•. -f; .. ' � �-. : , �. / SEGTION SEGTIOH �, �� -�-:- : - !--^, ' , �j u , j I � THE APPLIGATION O� TOP501L,LIMIN6,�ERTIUZING,SEEDIN6,AND MULGHIN6�OR \\� �" `'m'� ` DISTURBED AREAS SHALL BE GON515TENT WITH TfiE STANDARD 6ENERAL f'RAGTIGES 2 ,... �OR GONSTRUGTION. � � ��` _ �. �� ��- �� � , _� -- GONGRETE BLOGKS OR \\\\ ' si�r socK(rrP) �_ , ` sAtav ear�siz�v i,s IMMEDIATELY �OLLOWING INITIAL DISTURBANGES O� ROUGH GRADING,ALL GRITIGAL t _ �----�• -- -- , \ t��fio'o.W AREAS SUBJEGT TO EROSION (I.E.,STEEP SLOPES AND ROADYJAY EMBANKMENTS) WILL � \� �`��_ ���� � � /" � � REGEIYE A TEMPORARY SEEDING IN GOMBINf�TION WITH STRRW MULGH OR A SUITABLE 24������ \\\� 2��.�, � /% 2'HEADWIDTH WOODEN STAKES EQUIVALENT,AT A RATE O� 2.5 - 3.0 TONS PER AGRE ��� �\ \ \V� � � �/� �� � -� � � � Rr�To ee P�,cev io�oH c�rz � ��� �� � �� j � � l ) - ��� ANY STEEP SLOPES REGEIYING PIPELINE INSTALLATION WILL BE BAGKFILLED AND � \ ��� \\ \ - !-- �-�- I �' STABILIZED DAILY,A5 THE INSTALLATION PROGEEDS (I.E.,SLOPES GREATER THAN 3:1). �� \\ �� � ' \\\� � I Ar�A ro ee AT THE TIME WHEN 51TE PREPARATION �OR PERMANENT VEGETATIVE STABILIZATION 15 � \��_ ', ���� TO BE ESTABLISHED,ANY 501L THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO �q�F�ow _ SUPPORT ADEQUATE YEGETATIVE GROUND GOVER SHALL BE REMOVED Of2 TREATED � '' IN SUGH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL GONDITIONS AND RENDER \ 51LT SOGK IT SUITABLE �OR VEGETATIVE GROUND GOVER. WORK AREA n�TERr�TE IF THE REMOVAL OR IREATMENT OF THE 501L WILL NOT PROVIDE SUITABLE �i�05I ON GONTi�OL �'L�N Si�r soc� wA���ow srAKIN�oPrloN GONDITIONS,NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMf'LOYED. � WORK AREA STAKE c��� IT SFfALL BE TfiE GONTRAGTOR'S RE5PON51BILITY TO MAINTAIN ER0510N AND SEDIMENT GONIROL MEASURES UNTIL ALL AREAS HAVE BEEN PERMANENTLY STABILIZED. PLAN ❑ s°Ecr�ior,s�F�o��r, MAINTENP�I�IGE P�ND REPP�IR O� EROSION AND SEDIMENT POLLUTION STA RD �pry�TION r,pH�-R,pL PAGILITIES SYMB PLAN I8"MIN. PROPER MAINTENANGE AND REPAIR O� EROSION AND SEDIMENT GONTROL �AULITIES PLAGENENT ON PAVENENT TYPIGAL PLAGENENT RRE NEGESSARY TO THE E��EGTIVENESS O� THE EROSION RND SEDIMENT POLWTION GONTROL FAGILITIES. OVBiLAP GONNEGTIOAI A STABILIZED GONSTRUGTION ENTRANGE SHALL BE INSTALLED AT THE ENTRANGE O� � EAGH GONSTRUGTION INGRE55 ONTO i'UBLIG THOROUGH�ARES AND STABILIZED EXGE55 MATERIAL TO BE I. 51LT 50GK SHALL BE INSTALLED IN ALL AREAS OF GONSTRUGTED SLOPES,501L BEPORE ROADYJAYS. DRAWN IN AND TIED OFF TO DI5IURBANGE STARTIN6 EARTH MOVIN6 OPERATIONS. 2x2 WOODEN STAKE,(nP� 2. TI�EN61N�R IN GHAR6E MAY ENLARGE TI�DISTANGE BETWEEN TI�PROPOSED TOE-0E-SLOPE DISTURBED GROUND SUR�AGES SHALL BE SPRINKLED WITH WATER,A5 NEEDED,TO AND TI�SILT SOGK,IF THE ENLAR6EMENT DOES NOT TAKE PLAGE IN A WETLAND/WATERBODY AND LIMIT THE �ORMATION AND MI6RATION O� AIRBORNE DUST. DOES NOT REQUIRE THE REMOVAL OF EXISTIN6 VEGETATION. 3. 51LT 50GK SHALL BE PLAGED PARALLEL TO CANTOURS AND SHOULD NOT BE PLAGED IN OPERATIONAL MEA5URE5 SHALL BE EMPLOYED DURING GONSTRUGTION TO PREVENT coNc�rRa,rev F�ows. THE SPILLS O� �UELS AND LUBRIGANTS. I� A SPILL OGGURS, IT SHALL BE GONTROLLED �� 4. SILr socrs ro ee Fl�v��a,cru2�25 sr�clFlcArlotys. IMMEDIATELY TO PREYENT ITS ENTRY INTO O��-SITE AREAS INGLUDING ADJAGENT STORM SEWER. � S I LT SOGK S�D I M�1�T GO1�T�OL �L�G�M�NT ANY TEMPORARY EROSION GONTROL �AGILITY SHALL REMAIN �UNGTIONAL UNTIL VEGETATIYE GOYER IS SU�FIGIENTLY ESTABLISHED WITHIN THE RESPEGTIYE TRIBIJTARY DRAINAGE AREA. 12� ANY DEBRIS AGGUMULATED IN ER0510N AND SEDIMENT GONTROL �AGILITIES SHALL BE oYERLAP ENDS REMOYED AND PROPERLY D15P05ED. TfiESE �AGILITIES SHALL BE GHEGKED DAILY GONG.WA6Hd1T PIT NOTC�: � AND A�TER RAIN�ALL EVENTS,AND REALI6NED A5 NEEDED. SEDIMENT SHALL BE REMOVED WHEN IT REAGfiES THE �OLLOWIN6 DEPTfiS: I. PIT IS SPEGIFIGALLY DE516NATED,DIKED AND IMPERYIOUS wir�TiEs,(rr�J STRAW BALE BARRIERS -6 INGHES GONTAINh�NT TO PREVENT CANTAGT BETWEEN CANGRETE WASH ST��� STORM 6RATE g� Aao sTor�ra�v,n�. 51LT�ENGIN6 - 6 INGHES 2. wASH wi,rerz�Nor ee�o�ro��ow ro su�Ace 8"MIN.51LT 50GK 51LTATION BA51N - 9 INGHES yrA7�, 8"MIN.51LT 50GK � NOTE: DISTURBED AREAS SHALL BE GONSIDERED AS PERMANENTLY STABILIZED WfiEN � 3. FAGILITY hUST HOLD SUFFIGIENT YOLUME TO CANTAIN CANGRETE N WASTE WITH A MINIMUM FREF�OARD OF 12°. A MINIMUM GOVER 0�80� HAS BEEN ESTABLISHED. � � 4. FALIUTY SHALL NOT BE FILLED BEYOND Q5:K GAPALITY UNLE55 A NEW FHGILITf 15 CANSTRUGTED. s. anw cur Porzr�nrry c�r corrca��,a�sivue r-rzoM sAwcur a DRAIN INLET PLAN GURB6IDE OPTIOAI 'A'PLAN GURB5IDE OPTION 'B'PLAN 501L RE5TORATION: 6RINDIN6 TO BE DISPOSED OF IN THE PIT. b. GONGRETE WASHOUTS SHALL BE LOGATED A MINIMUM OF 100' I. APPLY 3 INGHES OF GOMPOST OVERSUBSOIL. FROM DRAINAGE WAYS,INLETS,d SURFAGE WATERS. 2. TILL GOMPOST INTO SUBSOIL TO DEPTH OF AT LEAST 12 INGHES USIN6 XGAT-MOUNTED "f. MANIFAGTURED CANGRETE WASHOUT DEVIGES MAY BE USED IF RIPPER,TRAGTOR MOUNTED DISG,OR TILLER,MIXING AND GIRGULATIN6 AIR AND REMOYEp FROM THE SITE WHEN 95AS FULL GAPAGIIY. GOMPOST INTo SUBSOILS. EXGE55 MATERIAL TO BE STORE NAME,ABBREYIATION 8 NO. 3. ROGK-PIGK UNTIL UPLIFT STONE/ROGK MATERIALS OF FOUR INGHES AND LARGER SIZE DRAI�AI IN AND TIED OFF TO / ��I��L � Y � ��I� I O I ARE GLEANED OFF THE 51TE. �L�� 2x2 WOODEN STAKE GURB 4. APPLY TOPSOIL TO DEPTH O�6 INGI�S ANGHOR LINER 8'MIN.SILT SOGK 5. VEGETATE AS RECdUIRED BY APPROVED PLAN. BEYOND TOP OF PIT 51LT PENGE 8'MIN.SILT SOGK SEGURE SILT SOGK TO GRftTE AT THE END OF PRO.�GT AN INSPEGTOR SHOULD BE ABLE TO TO PUSH A 3/8"METAL BAR 12" WITH RUBBER TIE DOhPlS SITE LOGATION IPER�ORMED WITHIN THE DRIP�NE OFIANY EXSTINGI TREES�R�ITY�NSTALLATIONS ,�� OF NEW y Q I Y \/ THAT ARE WITHIN 24 INGHES O�THE SUR�ALE. 10 MIL ��P�,� E��N�vT�y�,� TO� L��I`� �Y �, S�iZ�TOG� Si�iZl NGS, NY I 2866 PLASTIG LI�R p 2 CAMPOST SHALL BE A6ED,FROM PLANT DERIVED MATERIALS,FREE OF VISIBLE 1�D5 � Z �V Y"� SEEDS,HOVE NO VISIBLE FREE WATER OR DUST PRODUGED YJHEN HANDLIN6,PA55 THROU6H A HALF INGH SGREEN AND HAVE A PH SUITABLE TO GROW DE5IRED PLANTS. �I Z4� I � IIIIIIIIIIIIIIIIIIII' I���II il� III�III��III���III01III�' r � DATE NO. REYISIONS / GATGH � - GATGH i i i i n�i i i i ���� � � �'-i ��� DRkWN BY: RR BASIN lil iil lii=li �III�� BA51N il III III li TOPSOIL SHALL MEETIN6 THE SPEGIFIGATIONS OF NYSDOT TYPE"A"TOPSOIL. / i / i� � I I I I I I-I I1 III � I I I I 1LH=I I ii i f� �+.1 V � �� � 11 III ll1= II� il III Il�il- � ��� � V�i����� � iii u��� ii� i iii i���� Z E Z SGALE: I = 30 THE GONTRAGTOR SFfALL BE RE5PON51BLE POR IMPLEMENTIN6 ER0510N AND SEDIMENT �, �� �� � = I� 1ll ,�' Ili� il III 111- �� C� coHnzo�ro�rzo�cr s�zrzour�it�wArerz eooies. . �� '/ � ���-�� _ � ���_� ��p �91�096 �� ��� DATE: 3/I/22 STANDARD SYMBOLS O� AREA O� SOIL RESTORATION ��FESSI4NP\" DRAWING NO. SEGTION DRAIN INLET 5�GTIOMI UJRB�'IDE 5�GTIOMI SARATOGA SPRINGS,NY 12866 S-I2 TEL. (518)581-1200 �AX (518)581-120q T�M�Oi��i�Y GONG��T� JN�S� OUT i�I T 5 I LT SOGK I NL�T �'fi�OT�GT I O�l ALTERATIONS TO THIS DOGUMENT BY OTI�R THAN AN AUTHORIZED TITLE: LIGENSED PROFE5510NAL EN6INEER 15 ILLEGAL AND A VIOLATION OF ��051 ON � 5�D I MENT GONT�OL �L�N THE NEW YORK STItTE EDUGItTION LAW PAYED AREAS GRA55 AREAS � 3"TOPSOIL AND S�D 6Xb-W2.qXW2.q WYJ.F. TOOLED JOINT PAVED AREAS 6RA55 AREAS BAGKFILL(5�NOTE BELOI^U I I/4"5EE NOTE 5 I/2" WITH I/2"R I/2"R I/4" � D H 15 � - � 3 �LEVEL C❑NTR❑LS) 4'S�NOTE 3 AND SEA�ER NP. � Tpp�p�RSE 3"TOP501L AND SEED BINDER GOURSE � BAGKFILL(5�NOTE BELOI^U FIXED OBJEGT OR `-�1�� TOP GOURSE GRADE MUST _ EXISTIN6 SIDEWALK BINDER GOURSE SLOPE AWAY FROM � Z STATION SELEGT 6RANULAR PIPE ZONE � � BAGKFILL GAREFULLY z �A��B� PLAGED TO PROTEGT PIPE � Q GRADE GRADE \\\\ \\\�\� \\\/ TMP BIKE RAGK 6'MIN O ZONE BAGKFI`LL GARERILL�Y � � � � \� 6'OF GOMPAGTED pREMpLpEp EXpANyION JOINT , �\\ � NYSDOT ITEM 304.11 �ILLER AND SEALER APPROX. ��-�B�E 20'O.G.OR AS SHOWN ON PLANS 2"RI61D INSULATION PLAGED TO PROTEGT PIPE ��,�� AROUND PIPE CANGRETE PAD � su�w�,ve EXP/�4NSION JOINT �s��K y� a°svrz zb s� �'" LATfRAL SAND BEDDIN6 Z 41" SAND BEDDIN6 z � 6Xb-W2.9XW2.9 WY�LF. 6"MIN. 2'-0" g ry COVER I I/4"SEE NOTE 5 TOOLED JOINT OVER 3�� WITH I/2"R I/2"R ��5. '� DISCH 4'SEE NOTE 3 TYP �`�A�ER TYP. TYPE'K"WATER LATER,4L.S� 55" '_ �pN��� I. ALL GULYERT BAGK�ILL SHALL CAN�ORM TO UTILIIY PLAN FOR SIZE. INVERT SEGTION 200 OF THE N.Y.S.D.O.T.STANDARD 2-0 DEPTH � SPEGIFIGATIONS.GOMPAGT 6"LIFTS MAX. � � 2. ALL EXGAVATION AND TRENGHING SHALL MEET 05HA REC�UIREMENTS RND ALL STATE AND I. ALL GULVERT BAGKFILL SHALL GONFORM TO LOGAL SAFETY RE6ULATIONS. SEGTION 200 OF THE N.Y.SD.O.T.STANDARD � ��'� SPEGI�IGATIONS.CAMPAGT b"LIFTS MAX. 13' 2. ALL EXGAVATION AND TRENGHING SHALL MEET 89.7a �I K� i��G�G D�T�I L ��G S�V�1�� L�T�i��L LOG,4LRSAFE��REGULATIONS. STATE AND 6"OF GOMPAGTED GOMPAGTED NYSDOT ITEM 304.11 � Ti��1�G� �1�D ��DD I NG D�T�I L 6RAYEL SUBBASE GONSTRIJGTION JOINT GOi���� V�I�T�� L�T�i��L TO BE USED AT END OF WORK DAY IF WALK IS TO BE POURED IN SUGGESSIYE DAYS. T��I �G� �I �� ����I I `G ��T�I� BALLAST TOOLED JOINT 5'O.G.OR A5 SHOWN ��� CONTAINMENT ON PLANS(I/2'R AND SEALEW FINISHED GRADE 42.g= RING I I/4"SEE NOTE 5 6�-�'q�'q W'W'F' I"BATTER b" 31.5° 3" 4'SEE NOTE 3 � I/2'MIN. � � ASPHRLT `9 � �a FAGE OF GURB SET YERTIGAL � � - I DISCHARGE� 1-1/4 FEMALE INLET� EPDM GROMMET FOR ,1 CAMPAGTED NYSDOT ITEM 2 r PIPE THREAD 4" DWV PIPE (STANDARD) / �'����'�� � 3"MIN s6 38.8" 6"OF GOMPAGTED � NYSDOT ITEM 304.1I L GOMPAGTED 6RAYEL SUBBASE ��E EXTERIOR WALL P GONTRAGTION JOINT TOP GOURSE 3'TOPSOIL AND SEED ULu PC N S F �� b�� ��� 6• �WATER MANIFOLD AREA BINDER GOURSE BAGK�I Z fSEE NOTE BELOI^U � � GOMPAGTED NYSDOT ITEM g I. ALL EXPOSED SUR�AGES TO HAVE BROOh�D TEXfURE. �D 304.11 GRAYEL SUBBASE Q z AD CAH 7/13/07 � ,�,6 G�ST-I N-i�L�G� GONGi��T� - � C❑N C R E T E B A L L A S T M A Y B E R E Q U I R E D 2. WHERE IT IS ANTIGIPATED THAT A GONGRETE SURFAGE WILL HAYE SALT OR GALGIUM Q S E E I N S T A L L A T I 0 N I N S T R U C T I❑N S DR BY CHK'D DATE ISSUE SCALE GHLORIDE APPLIED,7HAT 511�AGE SHALL BE 7REA7ED WI7H AN APf�ROYED WA7ER Q �I �I G x-x-x-x-x-x-x- SELEGT GRANULAR PIPE � N FOR DETAILS ���MA���. GU�]..�II`lG �T L�I`��JG���� ���� ------------------------ zONEBAGKPILLGAREFULLY 3. THIGKNESS OF SIDEWALK(D)TO BE 6"AT DRIYEWAY GROSSIN65 AND 4"AT ALL GRApE VARIES 8 PLAGED TO PROTEGT PIPE Q _ _ OTHER LOGATIONS. � N❑TE� DIMENSI❑NS ARE F❑R REF ❑NLY • � Z i°WG ELEGTRIGAL GONDUIT � 4. CANGRETE MIX TO BE 4,500 P.5.1. 4�py� Q � :� 2'-0' SAND BEDDIN6 SEWER SYSTEMS "' o 5. NYSDOT 51DEWALKS TO HAVE 2"GOVER OYER WIRE MESH EXGEPT FOR IN DRIYEWAY (2)I"BLAGK POLY IRRI6ATIONS � WHERE 3"GOVER IS REQUIRED LINES TO BE RUN � M 0 D E L D H 15 2-9 3 / D R 15 2-9 3 �ROM MANIFOLD AND 51UBBED IN 6REENSPAGE ABOYE FINISHED 6RADE I. ALL GULVERT BAGKFILL SHALL CANFORM TO 45°ELBOW SEGTION 200 OF THE N.Y.SD.O.T.STANDARD SPEGIFIGATIONS.CAMPAGT b"LIFTS MAX. NA 0 0 5 2 P 0 4 GONGi��T� 51 D�I�I�LK D�T�I L b'WG THRU FOUNDATION WALL. 45�EI-BOW 2. ALL EXGAVATION AND TRENGHING SHALL MEET LOGRTION AND DEPTH TO BE 05HA REC�2UIREMENTS AND ALL STATE AND �ppRp�HqJEp gETW�N LOGAL SA�ETY REGULATIONS. SITE GONTRALTOR AND MASON. I-I/2'ASPIiALT TOP I'-3" `°'� ��-°° 3° �L�GTi�I G � G�M�i�� GO�IDU I T �-O�l� Gi�l ND�i� i�UM� D�T�I L 3�T����� 2-I/2"ASPHALT B�"°��°"� T��1�G� �ND ��DD I NG D�T�I L '� 3 MIN. �I MANI�OLD ON EXTERIOf2 WALL � � ' l �2 ���ST�� I fi�fi�I G�T I ON SL��Y� I 1�T�fi�l Ofi� I��T�I L �-/ ,i . / ' l / . . . \f- }� ': / ' �� �� /�/ C �'✓ l �7l F ✓y",1i' • . .. . �P � � 6ROUN� � � � , ��i ,�,� �� '.`� ����``�� ;�;`r f '';�; `k'�7� 6�� �� ��� 8'CAMPAGTfD NYSDOT ITEM �X`� � � �'� � � 4"�xb'TALL 6ALVANIZED BOLLARD 304.1I 6RAYEL SUBBASE � 4���� `� %`x�`i` ��" r �, ,� � X. Q 4�j ��� � � k�" `�� �,. � I. AIDS IN DRAINAGE,REDUGES EROSION ��� ���° � ,� '�� �' �- u �'`,�',� % ' ' ' � ,�� 2. ELIMINATES TIRE DAMAGE/NO SHARP EDGES � �'�'��'�"� ti� '� �`, ��i ���i`,'� 3. AIDS IN GOMPLETE SNOW REMO�/AL REDUGES � I�'�r �� �"�� �T�i �` �r�', �, � DAMAGE TO EQUIPMENT � � }���;. �C�. r. ; h `,:✓"�\` , 1 .b" ��� � y' � , `�,, �;,�'y`` y'- �: �y,,�6" �,�p ��� �u '`�^ •�. ��' �,��/�;!u PAYED AREAS GRA55 AREAS "`L 1�"P 1�' 13'-6"x15�-O"xy" �� !�.,�� "� f � � `� � ,� z,,�` ,��.; �p,� F -� ; -� , �� ������P� � ����, �5i���LT GUi�� D�T�I L Y�@�, " W/6X6-W2.9XW2.9 W.W.M. TOP GOURSE 3'TOPSOIL AND SEED '`'C , � / I \ � � BAGKPILL f5�NOTE BELO�^U �4�� � �� � BINDER GOURSE ,MA °�p� �" '� � � �% � � �l��� I � ��� � � � cormAc�v rNsvor i�r�r z � � 5 V� � 3oa.0 eRa,v��ueea� � 1����,� � e�H , � _ � , , (�.p� � I � � 304.11 6RAVEL SUB�EITEM ZO��K�I�LLAGUARERILLY ' � � �`�. '� � y' PLAGED TO PROTEGT PIPE P.6„ � ' I -' � � z �� "� . I CANGRETE AROUND POST 2-I/2"ASPHALT GONGRETE DENSE I-I/2"ASPHALT GONGRETE TOP SAND BEDDIN6 � , / ����� .- �� � � BINDER GOURSE-lYPE 3 GOURSE-TYPE 6 WG PIPE TO BE � GAPPED 6'MINIMUM PAVEMENT/51DEWALK ABOVE FINISHED GRADE 4"MIN. 4 ��� � ��. �P � � � �� 4�cot�nc�v svor i� � � � � ����� 304.11 6RAYEL SUeBASE � FINISHED 6RADE 4'WG ELEGTRIGAL GONDUIT � � , ���M�Nj� �'r B�I�� � � h is�-o� � z,-0„ ��_� p,/G TO `� i3-o � � � � ����,A,/��,�RA� I I � � � � � � I k I''�"TP I I. ALL GULYERT BAGK�ILL SHALL GONFORM TO n I 8 II �� 8'GOMPAGTED NYSDOT ITEM 304.11 _ � SEGTION 200 OF THE N.Y.SDA.T.STANDARD kl2" � � � � � Q � �� I�JOYEN 6EOTEXTILE � y� 6RAYEL SUBBASE Q - FABRIG z SPEUFIGATIONS.GOMPAGT b"LIFTS MAX. I / _ (V - I I 5"SQUARE POST l�Z MOUNT POSTS SYSTEM I I I I � I O O O BOLTED TO CANGRETE l^I�THUNDERSTUD WEDGE � 2. ALL EXGAVATION AND Ti2ENGHIN6 SHALL MEET I I II I i a ANGHORS T5-58-8126(TYP) OSHA REQUIREMENTS AND ALL STATE AND ' ' ���K I NG LOT i��Yl NG SGH�DUL� `o�,�SA�n,�'�T�o�. I I II II I g��cl���0� � I a i I � l'HI6H WHITE VINYL FENGE 45°ELBOW l^�ST�L REINFORGED RAILS(TYPJ I � I I I � � � � " � 4�wc irzr�i6ArioH s� �L�GTi�IG�L S���IG� I � I '� ��� � �* � ���� � � `t � T��NG� �ND ��DD I NG D�T�I L � � '� 4' ST�L BOLLARD PILLED ' ��� � �� Ifi�fi�IG�TION SL���I� D�T�IL � I I I �( � �" win+coricrzErE lnP) � I � � � �' � I , , � - �� � DUMPSTER ��� 4p00 P51 6REASE TRAP AS MANUFALIURED BY FORT MILLER GO.,ING.(OR APPROYED � � EGIUAU-APPLY BITUMINOUS WATERPROOFIN6 6be GOMPOUND TO ENTIRE EXTERIOR SUR�AGE OF STRUGTURE TANK TO BE RATED FOR H-20 m � 2b" q�-O" � LID FINISH GRADE LOADIN6 STORE NAME,ABBREYIATION 8 NO. m ��APTEIR d PLU6 / l�I��� � Y � r l�I� � I O I GLEANOUT g ADAPTER 4 PLU6 � � I. INLET AND OUTLET TEES SUPPUED BY CANTRAGTOR. ry 12 GAUGE THHN GREEN OF NEW SITE LOGATION 2. INLET AND OUTLET KNOGKOUTS PROYIDED�OR UP TO b"d PIPE. 6ALVRNIZED GHAINLINK TRAGER WIRE INSTRLLED Q,��' ��I IN/� y� 402 L�K� �1�� S�i��TOG� Si�iZl NGS NY I 2866 3. BAFFLE IS SEPARATE SLIDE-IN TYPE. 6ATE5 l^U WHITE VINYL 5LAT5 l^VPIPE '� �( TC 'P / / 4. FUEL AND OIL RESISTANT GREY BUTYL IS REQUIRED(GS-440 OR EQUAL). MOUNTED TO 6"STEEL BOLLARS 2 4"PYG ��p� 'T' � 5. DE516N GASE 3(TRAP�IG). FILLED WITH GONGRETE �y �ij �,-Cf 6. MIN.3"BENEATH AND 24"SURROUNDING STRUGIURE OF ITEM NO.203.07 SELEGT �wv�Fi�cor�ac�v ro as�ru,�aruM�in�Asrr�v-is5v. � 45°�eow `- � DATE NO. REYISIONS ��� DRAWN BY: RR l. PLAGE STABILIZATION FABRIG SOOX AS MANIFAGIURED BY TG MIRAFI,ING(OR APPROYED EQUAU BETWEEN BEDDING MATERIAL AND UNDI5IURBED SOIL. 2 f� _ � SGALE: NTS 4"x4"X4"WYE GONNEGTION � "B1� � ��,p �91096 �� ��� DATE: 3/I/22 2,000 G�LLO1� G���S� T��i� D�T�I L �z�-,��GLEAR FOR 6ATE5 �Low � �Low � ��FESSIONP\" INGLUDE HEAW DRAWING NO. DUTI'6ATE HINGES,LATGH d DROP RODS SARATOGA SPRINGS,NY 12866 �j �j 4'WG `r�I`i WH I T� Y I�IYL DUMi�ST�� �NGLOSUi�� TEL. (518)581-1200 �AX (518)581-120q DOU�L� GL��NOUT D�T�I L TITLE: ALTERATIONS TO THIS DOGUMENT BY OTHER THAN AN AUTHORIZED LIGENSED PROFE5510NAL ENGINEER 15 ILLEGAL AND A VIOLATION OF M I SG�LL�N�OUS D�T�I L5 THE NEW YORK STItTE EDUGItTION LAW