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4899A-SUB5 I - " w ..e,.- .... ,_ :....�..,I—.I - .L ,Gllans Fella . .. I I. I 11 � 1. - I � . '.,�1-� - Lu _��. ,1 . I i I 61 11 - m� %z . ,.,-A . " J Lu "' ,� ";_z � -0% .- .----- 14z N . 11n C ,.-F ." � pm I- .. I ., 1, - I 1. ,_ �n_',_ .,�.L,�,� L''- . �,_- Ilz _j11'� � '. ., __-.11-, .."_ � .z t Soul1 weal�"Iarlll05 (p . _I;1.. 1 .Ljj - , Fallsir a " .z2 ,%-&;)5 X r;, �� _:.-I' ,6 �? S��Ito , i TX 308.20-1--15-- a � �t'11_11_1;_, .I- - ,,� _j2 �LANDS h—u :!� ::j ..% j . I"I " �j:Z� I .�RICHARD SWEET 1-1 0 .tF- .1 //� �;-I . II. ITE 0 z -�, / � , ., S . Feircd;./ / VJI _ 1 \ f, -� :.- ///I � I / )l, U04T a _j \ "I (CU) COMMI\ // / / / /R \ / 111 - - - - _nAL31-,-- \ / // / I / 1) I (WR) W -T RESIDEN " �TX 308.20-1-16 __ \ \ I IIII, / / / I, \ // - - 0) W � 1`/ -_ _ \\ \ I,IIII �`, \ \ \ \ \ 1 _ . .1 � L�. / � ..�� .1I MELVILLE TRUST & BARBARA STAIB 1\ \ \ � I \\ \ \ \ \ \ ..: . � / I \ \� \ 1 \ \ \ \ (\1A \ \ \ \\ TX 308.16-2-14Ill1\ \ � \\ \ � �_,\ \\ \ \ \\ LANDSN/F I - i!��'ll''''I'��,'ll''''�� \ \ ( __\) \ \ \ � \ \\ \ I ES, INCQN 07*57' " \ \ ) \ � \ \\ \ \�\ ZONING MAP SITE LOCATION !:11 19.74' \ \ \ \\ z1-1/\ ( /, X, ) \ \ \, I / 0 \ / / 1-194 N 08*27'48" E t- — — XX 4839,5, / / // / GENERALNOTES: DO 17.80' — \ . \ � / / _____ __1 1. BASE MAPPING PREPARED BY ABD ENGINEERS, LLP FROM A MARCH 2018 FIELD SURVEY AND MAP REFERENCES. I�Ll \ XX ////)/ S83'24'57' E /1� 30' \ ///////) / / // // / ___ __,a- /�/// ,l1IIIf // / 1�1 \ 1_�1� SETBACK- - - _1,7 ( � -_, 2. THE PLANS SHOW SOME KNOWN STRUCTURES, ABOVEGROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST 9� N 06'36'04" E \ '�, ( // ///L/�,T,5 I, �� L_,-, --C10 31. \ '_1 / I � , , I WITHIN THE WORKING AREA. EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN \ \ I \ -�- ,-\ �-\ — --- ----�_ 1183-95' / ______ PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE \ 1 / -� --� -, , - I / ___1-1 11 LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE ARE MAY BE DIFFERENT FROM THAT SHOWN OR MAY __1a \ \ �, �,,-�,'-, I � --I , Iihl\�� 1 -,\�, ,�\ - - � __ � _ I�__1 -_ . \ I — — — — i ' ' I --__ NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. - '-�-�- -,-- '---��,,��,\`-,\,\ ,,- / II ....'.I k7_-A7- ,� PROVIDE (48) HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P.O. (1-800-962-7962). I � \\\\\\\\ , \\ -\ I I\ \\\\\\, -,�'- -��-� ,\\\\-, \ — — — - 70o.00, , -� I I ul � - - ,��_ I- 1111111......IiiiiiiiiiIIIIIIIiIIII...IiIiIIIIIIIIII -- - �'llI, 'XX \,,�, -\�\ 1\ ,,�, \ \\�-\� , 9 - - - - __-'�6 _ - - - IIIIIIIIIIIIIIIIIIIIII IIIIIII! Im!IIIII'', TREE USE� 1\ \\ , --, '�� _ \ - 386- 3. SNOWFALL ACCUMULATIONS IN EXCESS OF FOUR (4) INCHES SHALL BE REMOVED FROM ALL PARKING / I \\\\\�-,,,�� -�, ---,\ \\\- -11 ,_ -_ � I -Q) I \�, \,\\ \\ \\ __1 30, '\ AREAS/WALKWAYS WITHIN 48 HOURS. ,, \ __ \ SETBACK - -" -- ----- - 4 \, \ \\ \\\, I.\ // I \\ � � ,��- _� ) - I IV':��111ROAD 4. THE PROPOSED PRIVATE ACCESS ROADS AND UTILITIES SHOWN HEREIN SHALL BE SUBJECT TO A RECIPROCAL \\\ \ \ \\�, \� _� -- ' - , ,3.90 - I - - - - - —386\ / \ \ __�_ _ V- __1 \ I-- -_ - � EASEMENT AGREEMENT BETWEEN EACH OF THE APPLICABLE LOTS, WHICH SHALL ESTABLISH SHARED MAINTENANCE __ � , - __ - — I/ \ \ \ \ ,\,�/ \ \ " �_ �_ - I,-, _�- __�, -, ,�,�, \ / __ . __ __ � , -1 RESPONSIBILITIES AND UNLIMITED INGRESS/EGRESS RIGHTS. � -_ \\\ \ \\ <�,-\ -,, -_ - --j,, -_ ._1 -1, a6i / '_1I / / -- - _j ,386-- "R \\ �_ � - 0 -�, ,,, -� --, -- -� �/ � [- - - - - - - - - — ) 5. A STATEMENT SHALL BE SUBMITTED STATING THAT THE APPLICANT WILL INSTALL ALL IMPROVEMENTS IN �11 \ \\\\ \ \ "�, _:� -�,-- �- ,--, /) __ /TX 308.20-1-17 / \ ,\\\ \ --,--, _�__ z � " /,1� -_ \\ ,,,�\-,, - _ I,,,�� \ \ ,/ \ I - LANDS N/F / \ \ ,,� �- --� -_ -_ '�, ��\,\\ // / - - ACCORDANCE WITH THE STANDARDS PRESCRIBED BY THE DEPARTMENTS OF THE TOWN HAVING JURISDICTION, AND 1-1 ( -, -�� > - --� --3,--- --�-�- -,,�, 1�7.8�_ - - - - - /CHRISTINE LORETTA DAVIS // /I \ \\ 0 '_1 '_1 \ \\ \ \ I - SET ALL MONUMENTS AS SHOWN ON THE FINAL PLAT THEREOF IN SUCH MANNER AS THE BOARD MAY DESIGNATE. \ _,��' _ -,, �, -, <�, �, 61 -��_,-�,I z / —\ I __i�6� / \ \ \ I N -, '\ �,_11�� \\ \\ \ z z / \ I _� I;_ - \-\ 4 "��, 6. EACH INDIVIDUAL LOT WILL REQUIRE SITE PLAN APPROVAL. THE MASTER SWPPP SHALL BE MODIFIED AS NECESSARY \ (0 - - - / \ 'I-, ", , \ ,--,\ \ \ "_ -,\ \-,, 1-1\ '-,�\ \ \\ \ I �- - \ \ ,601 \ \,'\ \ ,\\\ --� -�,\ \,\\\\ � / \ I C, � :�� ON A LOT-BY-LOT BASIS. 0 \ \ \\ \ \\\�\ '�,\ \ ", \\\\\ \\ \ \ / I 0 / \ \ I I I / \ ) \\ \ \\ \ \\\ \ � \\ \\ \ \ I I ,_ 7. FILL MATERIAL USED TO CONSTRUCT THE INFILTRATION BASIN SHALL BE TESTED BY A GEOTECHNICAL FIRM AFTER \\\ \\ -�, \ \ \ (\0 / IN/ \ / �\\ 4 0 \\ \ 1-1 I 00 1, PLACEMENT TO DEMONSTRATE AN INFILTRATION RATE GREATER THAN OR EQUAL TO 10" PER HOUR. THE APPLICANT \ \ nI / \ \\ \ \\\\ \\\ Zr)\ \ \t \\\\\ \ \ XK 1\ / I I I SHALL N01IFY THE TOWN PRIOR TO PERFORMING THE INFILTRATION TESTS, SUCH THAT THE TOWN CAN WITNESS IF �1_ / \\\ \ \ (z) \ \\ \\\\\ ,\ --, K, \ / LOT 1 1 II THEY SO CHOOSE. THE RESULTS SHALL BE PROVIDED TO THE TOWN. THE NUMBER OF INFILTRATION TESTS SHALL / 1-1 ,\ ,\ \ X� \ \� \ \ ,- \, -�, \ / I ) ICONFORM TO THE NYS SMDM. 386- - / I- � / \ � \\ ,\\ \\� �, -, / 11.15± AC I . _'31:\ - A� /I \�\ \XX \--� --, \ z-_ ) --, \ 0 __ - __� 1� - j \ \ \\ \\\ -,�\ ,\ �- / 485,814± SF / I u I W \ � \ \\ � / � � \ \-),\`� ) ) / (�"I \ --, \ / II I I , 8. CONTROLLED FILL SHALL BE FREE DRAINING, CLEAN GRANULAR ON-SITE OR BORROW MATERIALS, FREE OF ORGANIC to I,1 \\(\ �I I � \ / // ) // / ,, - \ ,\ l / / I IMATERIALS, DEBRIS, FROZEN MATERIALS, ROCKS OVER 8 INCHES IN DIAMETER, HAVING LESS THAN 10% FINES .N C� \\ � I ) // / ) \ �, \ / CB I PASSING THE #200 SIEVE. CONTROL FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS, I") I\\ � \\ 11 ( / \ // // / / / // L1_ - ,�, �,, \ / I I I TX 308.20-1-3.5 COMPACTED TO 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM SPECIFICATIONS D-1557-91 DENSITY. 10, 14 � � / / IILANDS N/F N \ � � � ) III, I% � � I � I � / / _--, I, "\ ITRSB ENTERPRISES, LLC0 > � ,__,--' - - _- ,/ �/ I I// / 9. NICAL REPORT PREPARED BY DANIEL G. LOUCKS, P.E. DATED FEBRUARY 24, 2021 FOR z , 1) I I 1111 � I I \ \ 0,\ I /I __ , - - z ,-,�/ / / I Z,)IDETAILED INFORMATION REGARDING SOILS, FILL, AND CONSTRUCTION RELATED REQUIREMENTS. ,-- __ NilI I 11 I I \\ \ � III III �I 'IIIII1111 - - - - ��/ - -_ n II 11 1 � II � IIII / - -z �_ - �, I I N -'-ItI I II � If \ \ \\\\ \ I I ,-- �, / I I II I I I I \ \ \ 0 \ \ � w1W \\ I \ Zz � z \\ / I I I MAP REFERENC 5: I 0 \ \ \ 10 ) II ooW\ \\\\ \ / �11 1-1/ �&\ / I _� _�\ \ I - � 11 I 0 1. MAP ENTITLED "MAP OF A SURVEY MADE FOR COLUMBIA QUEENSBURY GROUP-, PREPARED BY VANDUSEN & LOTJ VA1I ) I / II. 11 ooWN \\\� \ --- -_ LANDS N/F \ �___/�- / I I 4 1 ---- STEVES, DATED JULY 28, 1994. 0I / II II11 11 � � � � � � � � �\ \ __1 __/ / ITITLED "NATIVE DRIVE, NATIVE U? 8.41± AC I I I I I I I 11 I IIIII I / �Il� 1 I \ \ I \ \I!, \ \ \ ,,NATIVE DEVELOPMENT ASSOC., LLC � T ) / I II 1 2. EXISTING UNDERGROUND UTILITY INFORMATION WAS PROVIDED FROM THE PLANJ66,JJ8± SF L.5683, P.286 I /�- / I '*�: I TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, DATED 9/29/03 & LAST REVISED 3/5/04, & THE PLAN \� \\ -_ /, - - nTLED "SEWAGE DISPOSAL DETAILS FOR NATIVE TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, SHEET 4 OF II � � � � I I III I I 1/ \ \\ \\ ,XXX \\\\\\ \\ \\ TM # 308.20-1-9.2 1 1 1 1� � I II � � � I 1, 11 \ XXXKXX\\\\" XX\ XXXKXX \ \ �__J "- / CONC. PAd I I \ 4, DATED 9/26/04. OTHER UNDERGROUND UTILITIES MAY BE PRESENT, THAT ARE NOT SHOWN HEREIN. I � XX \\\NXXX\\� XX\ \ \ TOTAL LAND AREA= '_- I / / E Lu I � � � � I � I I � � \ XX\\\ \\\\ \\ \ XX 1,453,604± S.F.//_XX I / I \ / I \ I ( 3. EXISTING LOW-PRESSURE PUBLIC SEWAGE FORCE MAIN INFORMATION WAS PROVIDED FROM THE PLAN TITLED ;0 � I � II III II , � � I \ XX \ \ I0 / "CAREY RD. SEWER DISTRICT, MAP, PLAN & REPORT, GRINDER PUMPS WITH LOW PRESSURE SEWER", PREPARED BY I \\\\\\\ \\ � I \ __q� \\ \ \ 33.37± ACRES/ � I / �n / BUILDING 1ivI I � I I � � � � � � III � \ \ \\\\\\\,\\ \\ \ \ �0 I I I EXISTING 117,000± SF I THE CHAZEN COMPANIES, DATED 4/21/16. TX 308.20-1-18 to I \\ , \ I4N � \\ \ ( � - I I LANDS N/F � 0 � I � � � � � � � � �� I\\\\XXKX\XXRK\\ \\\\ \ oc) / lo / I REHOUSE BUILDING� \\\ \ \ I - r\ -KENNETH S HOSTETLER � z I � I � � � � � � \ I \XX\�\\ \\ \ \ \ I / -a� 1�? L 2.97� "t ,� ;_ \ � � III � � IIH � ", \ \ ID \\\\\\\\\\ \ \\ \ \ I � � XI I,n I . 0 WATER NOTES: n \ \\\\\ \ \ >1 I BUILDING Lo _T 6 a] I ( "I \ � \ �� \ \ \ \\ \\\ \ \ \ \ I I I I Lo 0 01. ALL PIPE, FITTINGS, VALVES AND HYDRANTS SHALL MEET TOWN OF QUEENSBURY WATER DEPARTMENT \1 � �J� � � � \ \ 1, oo \\ \\\ \ \ \ \ \ \ \ \ I I / 0) SPECIFICATIONS. SHOP DRAWINGS FOR ALL VALVES, HYDRANTS, TAPPING SLEEVES, PIPES, VALVE BOXES AND LIDS - - � -"I I � �-g.I, � � � \\ \\\ \ \ \ \ / I 111LABELED "WATER" SHALL BE SUBMITTED TO THE TOWN OF QUEENSBURY WATER DEPARTMENT FOR APPROVAL. __1 - u) I I � \��,\�\\\\ \ \ I �\ \\ \ \ \ \ I / -___ ___ '_1 1-1m �� r\\ \ \\ \\ \\\ \ \ \ \ \ / I I I T CL-52 ZINC COATED PIPE, VALVE ALIGNERS, AND BLUE BOLTS ON THE FITTINGS SHALL BE PROVIDED. THE PIPE I- � i� I, III, ,\�` \ \ \ \ 0 \ \ \ I \ / XX � I SHALL BE PRESSURE TESTED AND CHLORINATED PRIOR TO COMMISSIONING. -� ___ r 384- - � \ \ \ \\\\ \ \ \ � II__� I \\\ \\\\ \\\ ,� \\ 17, \ \ \,�\ \\ \ \ \ \ -t � \ , _/ /I "I � \\\ \ " ,� 1-1 \ \ Ii \ _� � \ � ::g-\ \ , \\\ \\\ \ ,, , I" I I I �I I I \ \ \ \\XX \XX\ \\ \ \ ," -,,'-, '-, \-�, 81 � / 0 - 11�, \ \ \\\ \ � - I j I- \ / \\ \V�\\ \\ \ \ \ \ \\\ \ \ � \ CHAINLIN FENC I � TOWN OF QUEENSBURY WASTEWATER NOTES: / \ / ) \\ \\\ \\\\ I I I I I \ \ �, I I \\�'\,XX\\\ \ \ I\ , \\\\ \ \ \ \ \ \ \�, 1� 0) ,\ �\'I-, \V\\\\\\\ \ / // \ \\ \\ �\\\ \ I / I I I I / I 'T� 1. THE MANUFACTURER SHALL FURNISH COMPLETE FACTORY-BUILT & TESTED GRINDER PUMP STATION(S) EACH 0) / � I XK \ \\ \ � � � � � \ I I r, / � E:o / z CONSISTING OF GRINDER PUMPS SUITABLY MOUNTED IN A TANK CONSTRUCTED OF FIBERGLASS OR HIGH DENSITY 11, - 1\ \ I - - II � \ \ \\\\ \\\ \\\\ \� \\\\ \ � I I I I v \ I I 0I , I ,,� POLYETHYLENE (HDPE), ELECTRICAL QUICK DISCONNECT (NEMA 6P), PUMP REMOVAL SYSTEM, SHUT-OFF VALVE & 'I-, 11\ _� - - - \ ) \ I � � � a I� '_1 `__ - - - �_ � __ II `lIi I � \ A\ \ \ \ \� \ \\ \ \ \ \\ \\ \ \\W � I I �_, I \\ I / I ( CHECK VALVE WITHIN THE BASIN, NEMA 4X ALARM PANEL WITH THE OPTION OF REMOTE MONITORING, & ALL I- - _� 1-1 \ I . \)-, 00�11 "Ill '_1 - - - - __ '�, , \ \\ \ \ � ) � \ \\ \\ \\ \ \\\ \W I T "III / n, I , NECESSARY WIRING & CONTROLS. THE PUMP, TANK & PANEL SHALL BE LISTED WITH THE UNDERWRITERS __ __ . , �, �_ XX \ \ I � \ \ II II__ -1�1 �, I, (z � � � ( � \ \�\ �\ \� � I \ �)_\ 1-1 I _-�� / T LABORATORIES (UL) AS A COMPLETE STATION. NO THIRD PARTY TESTING TO UL STANDARD WILL NOT BE ALLOWED. __ I�I I " 1-1 \ 1_� `III, ,,� ) ) � � III � � I � \ \ 0 \\ \\ I \ Iiz, II 1�11_\ \ '_1 \ -0 / / //) ) II ) I I \ \\ \\ \\\ 11\ 1 � I� II �_ II I 10 / 2. THE PUMP(S) SHALL BEAR THE SEAL OF NSF INTERNATIONAL. THIRD-PARTY TESTING TO NSF STANDARD IS NOT ; '\\ 111, \ I 1_� �_ � ( ) ) I I I ) I � \ \\ \1 1I 1 I I I I I I I I I I I ) I / I �, - ACCEPTABLE. THE PUMP(S) SHALL BE ASEMI-PROGRESSIVE CAVITY STYLE PUMP. IT SHALL BE CAPABLE OF ", _> \ _� 1-1 v/ ( ) � ,' ) ) � I, 1-1 0 \ (1,\ \ �, I— - I- / �g // //// �/"/-/ XX/ / / � \ \� II I � I I I III� I � I I / / / /I Z,j I I - TX 308.20-1-6 REDUCING ALL COMPONENTS IN NORMAL DOMESTIC SEWAGE, INCLUDING A REASONABLE AMOUNT OF "FOREIGN "I . \ , / / ) I � (b - TICLES WHICH WILL I ') I z Cv I OBJECTS , SUCH AS PAPER, WOOD, GLASS, WIPES, RUBBER & THE LIKE, TO FINELY-DIVIDED PARN -1 \ ,��// / / // XX ) jjjyj ) 111101 � 1 I / / \ n V LANDS N/F0 L-, \ '_j \ / //"/ 1-1 1_� I . 00 NORTHEAST POWER REALTY, LLC PASS FREELY THROUGH THE PUMP & THE 1.25" DIAMETER STAINLESS STEEL DISCHARGE PIPING. THE PUMP(S) __11-1-167-- __\, / - /// // / /_4� / I I - � I 6z , ____�!0_1 / - /__/_ I / 1111 I III III , I , ,;51`1 - SHALL BE CAPABLE OF DELIVERING 15 GPM AGAINST A RATED TDH OF 0 FEET. 11 GPM AGAINST A RATED TDH OF 1-1 \ \ // /:: / / / _ / 1� __ __ - / II -, 92 FEET & 7.8 GPM AGAINST A RATED TDH OF 185 FEET. THE PUMPS MUST BE CAPABLE OF OPERATING AT A \ - , ,,,, ,0 ,,,,,,,,, // /�, / / // / / / y I\ " / / /777�/ �p_14�__ - / , // //. / "/ I �_, I -_ NEGATIVE TOTAL DYNAMIC HEAD WITHOUT OVERLOADING THE MOTOR(S). THE PUMP SHALL HAVE REDUNDANT RUN \ \ "\ 1� - __ � / / I I 11777111�_ --/-: � / III, I\ _ / __ / / 11/ 1 �11 I I " FEATURES. \ 1�111/11111!11..IIII / \ --I \ XX ///�/////,_11 I- ,III I..... z 1111111 / -- _�__ L� / I, ____ \ \ � / I __ II / L TX 315.-l-8.2 \ �_ \ , / , 71111111-77__,.;;;;�IIIIIIIIIII �v I 1-1 ______1I I� \ \ \ � , ////�// //, // / . 'I 11111 / __1 / I I 3. THE ALARM PANEL SHALL BE INCLUDE A NEMA 4X, UL LISTED ALARM PANEL SUITABLE FOR WALL OR POLE A / \ , N82 � ///// // Z / / /// ,-- __� �, I\ _IIIIIIIIIII`IIIIIIIIII"`IIIII� \ .12 __/ ,,, // �' .550- 4Or . 11 I'11 I /I�o-- II MOUNTING. IT SHALL INCLUDE A GENERATOR RECEPTACLE W/ AUTO TRANSFER CAPABILITY. THE SUPPLY CABLE \ W -----_ "I A/ z z 1.?�,41-�b_&'I / ) / IFAITH BIBLE CHURCH \�, 1\1_� \\ 416-4 I/ ////// zz �/ / I n BETWEEN THE PUMP & ALARM PANEL SHALL NOT BE SPLICED. THE APPROPRIATE LENGTH OF CABLE SHALL BE I � \ '�119' \ �'IIIIIIIIIIIIIIIIIIIIIIIII ////// // //,- ,,, " z ,- /Z/// //////,//// /''/ / / I 77�\ \_1 \ IIIIIIIIIIIIIIIIIIIIIIIIIIII ____ \,\ // ,z / �— ,//// / ///// / - - II : INSTALLED W/ AMPLE SUPPLY CABLE FOR SETTLING LOOPS. THE CABLES CONDUIT SHALL BE SEALED IN THE PANEL \ ---"- , -\ �11 - - / --, ____ / /// /// ,�/, ,� ///////// - - I USING DUCT SEALANT AT ALARM PANEL PENETRATION. ALL ALARM PANEL PENETRATIONS SHALL BE THROUGH THE 11\ __1 1-1 - - � 1_� / ,z _- / /-/-/ /,, /I/ // / z __ - - I I�I,_ ,- XX / --, -) / OBE -3: ��\\ 'I- _��S,-7��C �'11 �, /// //// /Z "I, __� --_/_ � \ '�, '3 _�_, '__ - + /// // / , // /// ////////////,_ IROCATED I - BOTTOM OF THE PANEL. BACK OR SIDE PENETRATIONS ARE NOT ALLOWED. /517� '_� 11_� //// ///;// �,//-, , / � ,///// / - ll , I �, �11 , __ / // / / / ////////// _'0;S_ A'0,- / __ I ---I0 4. INSTALLATION SHALL HAVE A FACTORY TRAINED/AUTHORIZED SERVICE CENTER PROVIDER WITHIN (60) MILES OF z - -)\\\ 1� � _� / //////4//-,//////// / 1 I I\\\ 1� 1_\ I I- 1-1 -_ _� -_ - � - / lio / 4//// �// / _-) __ II �s OUR EMERGENCY CAPABILITIES. STARTUP SHALL BE SCHEDULED WITH MANUFACTURER'S �,05 /�- --' \ I \ / ////// // //� //�,/// /////////// // / I CONC I EX. 7,000-GALLON CERTIFIED TECHNICIAN & ALL PAPERWORK SHALL BE FILED WITH THE TOWN OF QUEENSBURY WASTEWATER _) 11\ "I I'll //// // /////; / LANDIN'G I SEP77C TANK TO BEZ - I , \ __ // /////;, // N3 // /////// / XX I// / \ 11 1�, I'll /X,// // // "'v �0/ / (_v _�V_ DEPARTMENT. / / \ - 1-1 "I \ I /// ////// /- `!IiI ////o ///////// / / \ STICISS ABANDONED I // \ \ 1� /////// // / I'll DOCK DOORS I -// / "\ \ / ///// c� / // //1 /////////// / / \ TIONS. PIPE I \ 1\ '_1 // //// 11) � I Do 1 5. DISCHARGE PIPING SHALL BE 1.25" HDPE (SDR-11) FOR SIMPLEX STATIONS & 1.5" FOR DUPLEX STA�\ 11� 1 / XX �) - - CK D --t1\ /� ///// , � // ////X)g///XX//// / OORS 220..//// \ / / I //////// \ - - I ,"I \ / / // , SHALL HAVE A 304 OR 316 STAINLESS STEEL CURB STOP/CHECK VALVE/CLEANOUT ASSEMBLY PLACED AT THE \/// / 1_\ \ \1 / // // ,xIIIIl/RX /1 //// //V / 1111�5 — - - I - - ! xHYD. Y/PROPERTY LINE BOUNDARY. AN ARCH STYLE CAST IRON CURB BOX NTH A STAINLESS STEEL ROD I 1\ \ \ \_ /// ///////// , �//// // / / --- - - - __ - - - - I Cl) I 0 00 RIGHT OF WA// I 1_\ \ \ \ __j //////// /////// (/ Y/ // // / / / / / / - _ /�� v - -_ - - - i �O 0--v TO THE CURB STOP SHALL BE PROVIDED. THE CURB BOX SHALL BE EQUIPPED WITH A CAP LABELED "SEWER". '\1 I / _-) / \ \ / Cot - - __q 1.0\ \ \ ////// ///// 1117 - T / I q SD LK - /I r- TRANSITION BETWEEN PIPE & CURB STOP/CHECK VALVE/CLEAN OUT ASSEMBLY SHALL BE BY PLASTIC W/ INSERT / / / �\ / // //. // W / / // / / I - N \ \ \ \ // / /� // /4 / 0 OR BRASS W/ SS INSERT COMPRESSION ADAPTERS. CONNECTIONS BETWEEN PIPES SHALL BE A FUSION WELD OR 1I ////// / / � / / // tt�/ /// / // // / / I // \ \ \ / / I //// /X, ///// / / / \ EXISTING I Ii - - - - _386- -/ \ \ �, \ // / ////// //// / / // /// / � /1. CONCRETE 1\ I0 THERMOCOUPLERS. PIPE SHALL BE LAID WITH SOME SLACK & HAVE 5' OF COVER. TAPPING SADDLE SHALL BE / __ \11� /// / \/ --_ \ 1-1 "II/� ))//////// // //// ,v/ /// X, I, 10 � EITHER STAINLESS STEEL OR BRASS. INSTALLATION OF TRACER WIRE RECOMMENDED. (MDR) MODERATE DENSITY RESIDEN�// ,�, — __ 1� I � // // / � / / / // ./// // / /// / ,-- 1z HYD� \ -1 I __ , U ////�/;// // % � I _1-1 \,\ / I/ / / , / I / / / // / - / / / /�/// / I-, X13 I \ 6. NEW TAPS INTO EXISTING HDPE PIPE SHALL BE INSTALLED USING AN ELECTROFUSION METHOD. ALL OTHER \ ;;__ - - / xl�3 . 0METHODS OF TAPPING SHALL BE SUBMITTED TO THE DIRECTOR OF WASTEWATER FOR REVIEW. C) -) - __ /I /// Iwo , "' --1__4" AL Z�NE I __j � 1� �, - , /) 1 / / // / I /i � // �t\ I I u� \ ,(z) 0) W// / p ,I / , [ // / / / / / /,// / LOT 2 0 C3 \� 385- �)(-- I / '_� __ I (z) % /kg I I � I I ,// / I 9 EX. ALTERNARNG DUPLEX GP1RutI7 - - - - Cl) TIVE ROAD, TO A CLEANOUT AT ,// // /(WR) WATERFRONTRESIDEN � � �, ( / N5 / / I I / �/ // / / / / / / 1.86-+ A C I (:) C:) SUBMERSIBLE SEWAGE PUMP / 7. EX. 2" LOW PRESSURE PUBLIC SEWER MAIN CONTINUES NORTHEASTERLY ALONG NATIA 1-1 �, / __ ..z) 06 �/ f// // // // I \ III, I / / // / / // / //// 1� C) I-_ % 1 - CAREY ROAD, AT WHICH POINT THE SEWER BECOMES A 4 MAIN & CONTINUES NORTHEASTERLY TO THE ZONE __ �, N / / / / / 81,2JO-+ SF - _-�� (:y) / / // //XX//; // 1)j \ \ \STA77ON (5' ID x 1J.5' H±) /�_ - 1-1 Q5 ,v/- ) // // / // // / / /// / � / I lc__ TO BE MODIFIED 10 SPRUCE /*- __ ( / EX. DUAL 25" FORCE INTERSECTION OF CORINTH ROAD. THE 4" MAIN CONTINUES EASTERLY ALONG CORINTH ROAD TO A RECEIVING / �\ �_, �� ,/I/ // ////// // // 11 / / � I _384- _ GRAVITY SEWER MANHOLE NEAR THE INTERSECTION OF BIG BAY ROAD. / ,-, I 1\ �\ _/zx (/// ///// / / XX - / / , / MAINS TO BE ABANDONED--/z,- zX, ///// /// / // / // / /X// /// A/// / � EXISTING I. \ \ _k I �, ASPHALT 1 " SPRUCE / IN-PLACE\ \ \ 0) L. u 11"/z zz ,/ / //// // /// / / � \ 0 8. THE NEW 2" HDPE SDR 11 MAIN SHALL BE TESTED TO ENSURE INTEGRITY. A LOW-PRESSURE AIR TEST OF NO \ \ R \ IK // <- ,/ /// / // , / Ill�Q\\ \ C� )� zz \ "II, I \ - \ _� MORE THAN 15 PSI FOR 10 MINUTES MAY BE ACCEPTABLE. \\ \\ �� \ / / //// /A/// / // / � 8. 004 /,/,/ z ;c\ ,, --,- -"' -"-" ,I-�-',-//// // / / � r )( _�_ - 1 _T'T (. , , �5 - ,,/// /-" I �A ) � I _ _ _ _ � 10' RE\\ \ � \ � ( I). ( � � z 9. RECORD DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY TO THE WATER/WASTEWATER DEPARTMENT IN AN XX \ 0 R zz ,/�,�- -, /I/ / / / / I j /�,I " -<��/ // �A ACCEPTABLE FORM. \\ \ \ \ \ I.-,K � , -,,z ,-Z Z �,/ K=/u.uy / I ��III, � � ( ( ( . 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CID NATIVE DEVELOPMENT ASSOCIATES LLC CHAIRMAN, QUEENSBURY PLANNING COMMISSION \ \ ,- -_-__ -�- -�___ -__ _�/ /// /// ( / / __� \ 0/ Z,-�- ,-- '---- / / \-�� ---�-,_ -_ �- �_-:��- � --- / / / � ( � � 0 0 �� III�I, \��\�, _ ,,�,_ \ \ XX ./ \ ezzz / II�IIII� � I,� ,\\\\-,\_,�__ - - ,\\\\\ \ \ \ 0 6 ENTERPRISE AVE, __-_ _- �- ,/ / // 1\ ___' bo ,-�_ ��, // / / ( ,\, '\�\ \,\��-_�_��- -,\ TX 308.20-1-3.1--_ - - - � :::: \ \ \ CLIFTON PARK, NY 12065 � S,p - \\\ � __ " - - : ---- __ __ �', I � � �v\ \�\ ,-� � I \ -1-9.2/ //"-z,// � __ \ \ TAX MAP P. 308.20 DATE: //Z//-- _--�_-__- --- �-!,AOI --- __ - - _�/ m\\ \ XK 1-1 EXIT 18LND. PROPERTY HOLDINGS, LLC\ __ _, ,�-- ' - :::� -�-_-::� � IIII \ � \� z,-�_ " - ,,�, __ \�, ___� " �� - _- -5,50 - -�_ __ - I \ I I I __::L _-)1\ l l \\ \ \ \ \ \ UIZRTIADTI\ / zzzl///- -,-/ �zx/z�,,-,----�,-__-� /� - _:::-:�--__� -_ - - -320- - j //� \ -�� )- \ \ \\\\ '_1 -- __ � � — --) X ,- — FN THIS SURVEY MAP IS A VIOLATIONOFSECT10N 7209 -- — —� , — , , OF THE NEW YORK STATE EDUCATION LAW,COPIES OFZ,-��Zxxx- - __ � � ) � I I ")" -"/ ::: — ') /)/ / � \ \\ \ \ \ r-� (c) �*//1XI// " ___ __ � / /x -,/,/', �> _- _-_- �- —_ 1_� r'iI- \ " ,��_ __ ,-�,,,- �- ) ) ) ) I \ \ THIS SURVEY MAP NOT BEAR NG THE LAND SURVEYOR'SALTERATION OF THIS ,; X, I I/ - ) , 1-1////Z, / -�,z /, - - - --�, ,/ /�_ \ � `V . < /-/��,/,�; /,-z ,:� ----- ,-�� -_--, — - - �) ,-�-�-,- -�---,' Z z --:- — �� — I/ I� \ "I N11 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE DOCUMENT EXCEPT BY A, /I - i ////// I " X/,/ ��; --'-:�_ -- --- / j — :�-�-,- �---;, �,", 1�_- - :-_: ��<_ /�/�:i / II VAUD COPIES. SUBDIVISION PLAT /////// /,-,�� X, ,�, , __1 I 11� ICATIO S INDICATED OR APPLIED HEREONLICENSED PROFESSIONAL - __�_511!1_ _�_ __ ,�� - _ ,,� 'UN TO THE PARTY FOR WHOM THE ,,,� / __ -I,-- �__' , _ z/ Z — ____ <_ � // \ SHALL OI// //////XX -,>'z,- ___�_ / j -- — -- --- 5-��, � __-__ , \ 1-1 SURVEY WAS PREPARED,&ON HIS BEHALF TO THE �_ __ _-- --�,_,,,z - , , "I ENGINEER IS ILLEGAL NATIVE DEVELOPMENT QUEENSBURY -,--- �_ -- -�� -��,- ��-�_--�, """ - - - _� _-, _�/////// � / ____ � ___ : "� ,� ) / \ \ ADDITIONAL PARTIES LISTED HEREON,CERTFICA7ONS�__ -�_- 5_� --, ",,-Z ,- �_ _�,,,- — '_- --- --\ / --,�- ,--, \ ARE NOT TRANSFERABLE TO ADDITIONAL PARTIES OR �,,��'?--- �- :,:� -�-_,_ ,�--,' -- - - - - - -- //-__ \ \ \ SUBSEQUENT OWNERS NOT LISTED HEREON._ : _ — �--- � --- �, \ \1 "I,,� ,� , �,- — , I/ \_/ // ,-- X`_ :,:�� - �:� -�--��-<--�---��-�-- - __ - 1�1 1-1 1� 1-1 zz24 NATIVE DRIVE >_�_5_13 _��_ 7_ & _ _ Z �, -_� �/ _�_ , - 50 0 25 50 100 200 ,,, _ ,,.,, ---,- �, �� ____- 1 _ ,_- , - \-��- _- -__ � - \ z , 19-1, " , �: N,!F �� _::_ I- :2 4, .,. c,", 4j , ,'. _ _3�2 ' eI �, _- -,- - -__,�,/ - - 11�6_1 � � � �� CD LD ..�y . ".�,�, �)I.A(;jf._, �� -,.-/' �, VAQ - I TOWN OF QUEENSBURY - - --- <�- z 0 . ��11 I COUNTY OF WARREN m ")" -1�j ,k)- - __ 11Ld0 ?, ��,:��,:,-- �� -.1 ( I � - -� _,� �� 75_ _<� . :2 E 2 z /_��.. , �� , .,Lr , �� STATE OF NEW YORK I I /_� _- - , � C") R`I . __ _, ,- ( IN FEET ) :2 1)0 . _ �0 z z - I. ; . . , nr�_511!�__ 1 inch = 50 ft. - - > � 9 N�p. . I I; .�,h W ENGINEERS LLP ,TX 315.8-1-10 �D 0 .,d Iji , I . � , ,z lh� I - .W z .... ..k I1, I 5 k-j : i. Lu,� � �LANDSN/F 0 Lu bi ., ,� � ,, , m 411 Union Street �__ z L- , ,-ft - _�... . 1 ;�W�,h_j�OLL'-`Z II I " 7 ""on, o %I ".t.- 6-1:' I 7ir iCn6 7,- L� a 1Fi I,,- 0 Zi .1) ) \ \ , , \ \ \XK 1\IIIIIIIII`_IIIIIIIIIIIIIIIIIIII� ' --"-) ) ' ' \ \\ \ \ 1� '' ' � / __1 _11/ / ) " _ _ XXXX IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIII483 95, \ X\ \ \ " ( / / / / / __11"' X//I _ _�i, _ \ X�Zl)� �, / / , / / IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�� Q — --�� I�\ ) �i / TOWN OF QUEENSBURY REC DEPT --d -,6 3: . ,/ Nv 0 & Schenectady,NY 12305 . 0 ... '.. a 'A. p z z I- �1.1 4954, X . 1<\ i3: 3: �.�b __.- 1�A 9405 518-377-0315 Fax 518-377-0379 0 0 kAN � www.abdeng.com � �_ PESS1 0 '4 � _�I MARK C. BLACKSTONE, P.L.S. LUIGI A. PALLESCHI P.E. DATE: SCALE: l IDWG. ISHEET OF r', C'i i l = . z N.Y.S. LICENSE NO. 49542 - . N.Y.S. LICENSE NO. 94676 1 MARCH 16, 2020 1 50 4899A-SUB5 1 5 � N GENERAL NOTES: 1. BASE MAPPING PREPARED BY ABD ENGINEERS, LLP FROM A MARCH 2O18 FIELD SURVEY AND MAP REFERENCES. 2. THE PLANS SHOW SOME KNOWN STRUCTURES, ABOVEGROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST I WITHIN THE WORKING AREA. EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE TX 308.20-1-15 LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE ARE MAY BE DIFFERENT FROM THAT SHOWN OR MAY LANDS N/F NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. RICHARD SWEET I PROVIDE (48) HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P.O. (1-800-962-7962). I 3. SNOWFALL ACCUMULATIONS IN EXCESS OF FOUR (4) INCHES SHALL BE REMOVED FROM ALL PARKING AREAS/WALKWAYS WITHIN 48 HOURS. I 4. THE PROPOSED PRIVATE ACCESS ROADS AND UTILITIES SHOWN HEREIN SHALL BE SUBJECT TO A RECIPROCAL I EASEMENT AGREEMENT BETWEEN EACH OF THE APPLICABLE LOTS, WHICH SHALL ESTABLISH SHARED MAINTENANCE TX 308.20-1-16 RESPONSIBILITIES AND UNLIMITED INGRESS/EGRESS RIGHTS. LANDS N/F 5. A STATEMENT SHALL BE SUBMITTED STATING THAT THE APPLICANT WILL INSTALL ALL IMPROVEMENTS IN I MELVILLE TRUST & BARBARA STAIR 50' ACCORDANCE WITH THE STANDARDS PRESCRIBED BY THE DEPARTMENTS OF THE TOWN HAVING JURISDICTION, AND TX 30816214. - - SET ALL MONUMENTS AS SHOWN ON THE FINAL PLAT THEREOF IN SUCH MANNER AS THE BOARD MAY DESIGNATE. 6 H STOCKADE LANDS N/F FENCE PROPOSED TREELIILCYON PROPERTIES, INC 6. EACH INDIVIDUAL LOT WILL REQUIRE SITE PLAN APPROVAL. THE MASTER SWPPP SHALL BE MODIFIED AS NECESSARY A N 07'57'26" E (LIMITS OF CLEARING) ON A LOT-BY-LOT BASIS. <' 19.74' _ 7. FILL MATERIAL USED TO CONSTRUCT THE INFILTRATION BASIN SHALL BE TESTED BY A GEOTECHNICAL FIRM AFTER y - PLACEMENT TO DEMONSTRATE AN INFILTRATION RATE GREATER THAN OR EQUAL TO 10" PER HOUR. THE APPLICANT W N 08'2T48" E / -�� 4' SHALL NOTIFY THE TOWN PRIOR TO PERFORMING THE INFILTRATION TESTS, SUCH THAT THE TOWN CAN WITNESS IF D 17.80' o - S 83'24'57" E THEY SO CHOOSE. THE RESULTS SHALL BE PROVIDED TO THE TOWN. THE NUMBER OF INFILTRATION TESTS SHALL I CONFORM TO THE NYS SMDM. / - - 30 SETBACK W I - - - - 8. CONTROLLED FILL SHALL BE FREE DRAINING, CLEAN GRANULAR ON-SITE OR BORROW MATERIALS, FREE OF ORGANIC N 06'36'04" E I I - - - - - MATERIALS, DEBRIS, FROZEN MATERIALS, ROCKS OVER 8 INCHES IN DIAMETER, HAVING LESS THAN 10% FINES � 31.84' 200' - - - - � � � 1183.95' I PASSING THE #200 SIEVE. CONTROL FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS, IREDI-ROCK N \ I I COMPACTED TO 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM SPECIFICATIONS D-1557-91 DENSITY. RETAINING WALL \� I 9. REFER TO THE GEOTECHNICAL REPORT PREPARED BY DANIEL G. LOUCKS, P.E. DATED FEBRUARY 24, 2021 FOR TW.•390.Ot "� I ` '�� 24 GRAVEL ROAD DETAILED INFORMATION REGARDING SOILS, FILL, AND CONSTRUCTION RELATED REQUIREMENTS. W.B •383.5t 00 R4 I I I 5 TREE LINE __(6.5 Hf MAX.) I _ Z \\ 3 SETBACK I SEE GENERAL NOTE #8 \ \\ I I - r - - - - GRAVEL MAP REFERENCES: I FOR FILL WHERE ROADWAY I R45' - - ROAD _ _ _ I CROSSES RAVINE II I 2 ' - - - - _ 1. MAP ENTITLED "MAP OF A SURVEY MADE FOR COLUMBIA QUEENSBURY GROUP", PREPARED BY VANDUSEN & 00 STEVES, DATED JULY 28, 1994. TX 308.20-1-17 I I \ /I I I - - - - - 2. EXISTING UNDERGROUND UTILITY INFORMATION WAS PROVIDED FROM THE PLAN TITLED "NATIVE DRIVE, NATIVE LANDS N/F I I ® I I I I 197.8� - - - - - - TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, DATED 9/29/03 & LAST REVISED 3/5/04, & THE PLAN CHRISTINE LORETTA DAVIS I I I I - - TITLED "SEWAGE DISPOSAL DETAILS FOR NATIVE TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, SHEET 4 OF I i I I I 4, DATED 9/26/04. OTHER UNDERGROUND UTILITIES MAY BE PRESENT, THAT ARE NOT SHOWN HEREIN. 6 H I STOCKADE FENCE N I I 135' I I I I 3. EXISTING LOW-PRESSURE PUBLIC SEWAGE FORCE MAIN INFORMATION WAS PROVIDED FROM THE PLAN TITLED I I "CAREY RD. SEWER DISTRICT, MAP, PLAN & REPORT, GRINDER PUMPS WITH LOW PRESSURE SEWER", PREPARED BY I ID I I THE CHAZEN COMPANIES, DATED 4/21/16. 40' I I R5 I I PROPOSED ADDITION 40,000± I i I R29' I I / I SF (200'X200) I I o I RE-STRIPE EX/STING TOWN OF QUEENSBURY WATER NOTES: Lu I R5' \ I FFE 388 I I " PARKING LOT 1. ALL PIPE, FITTINGS, VALVES AND HYDRANTS SHALL MEET TOWN OF QUEENSBURY WATER DEPARTMENT I I R5' I II \ I I I I SPECIFICATIONS. SHOP DRAWINGS FOR ALL VALVES, HYDRANTS, TAPPING SLEEVES, PIPES, VALVE BOXES AND LIDS -N� o I I I II \ I ?� TX 308.20-1-3.5 LABELED "WATER" SHALL BE SUBMITTED TO THE TOWN OF QUEENSBURY WATER DEPARTMENT FOR APPROVAL. LANDS N/F CL-52 ZINC COATED PIPE, VALVE ALIGNERS, AND BLUE BOLTS ON THE FITTINGS SHALL BE PROVIDED. THE PIPE TRSB ENTERPRISES, LLC SHALL BE PRESSURE TESTED AND CHLORINATED PRIOR TO COMMISSIONING. z I BUILDING 3 I I I PROPOSED 100,000E SF �_ I I N I I TOWN OF QUEENSBURY WASTEWATER NOTES: I I I I I I I 1 STORY OFFICE/WAREHOUSE BUILDING I I R45' I I I I 1. THE MANUFACTURER SHALL FURNISH COMPLETE FACTORY-BUILT & TESTED GRINDER PUMP STATION(S) EACH LOT 3 - AREA=8.41f AC I 135' h L _ _ I CONSISTING OF GRINDER PUMPS SUITABLY MOUNTED IN A TANK CONSTRUCTED OF FIBERGLASS OR HIGH DENSITY 10 I -� 24' - - - - _ I POLYETHYLENE (HDPE), ELECTRICAL QUICK DISCONNECT (NEMA 6P), PUMP REMOVAL SYSTEM, SHUT-OFF VALVE & FFE 388 I I R28' LANDS N/F - - - _ I I I CHECK VALVE WITHIN THE BASIN, NEMA 4X ALARM PANEL WITH THE OPTION OF REMOTE MONITORING, & ALL I I NATIVE DEVELOPMENT ASSOC., LLC - - - - I I NECESSARY WIRING & CONTROLS. THE PUMP, TANK & PANEL SHALL BE LISTED WITH THE UNDERWRITERS o I I L.5683 P.286 I I I LABORATORIES (UL) AS A COMPLETE STATION. NO THIRD PARTY TESTING TO UL STANDARD WILL NOT BE ALLOWED. I I TM # 308.20-1-9.2 I I 2. THE PUMP(S) SHALL BEAR THE SEAL OF NSF INTERNATIONAL. THIRD-PARTY TESTING TO NSF STANDARD IS NOT CONC. PAD I I I ACCEPTABLE. THE PUMP(S) SHALL BE A SEMI-PROGRESSIVE CAVITY STYLE PUMP. IT SHALL BE CAPABLE OF w I I I R52' TOTAL LAND AREA= I I REDUCING ALL COMPONENTS IN NORMAL DOMESTIC SEWAGE, INCLUDING A REASONABLE AMOUNT OF "FOREIGN I I I I 1,453,604E S.F. I I OBJECTS", SUCH AS PAPER, WOOD, GLASS, WIPES, RUBBER & THE LIKE, TO FINELY-DIVIDED PARTICLES WHICH WILL N I I 33.37E ACRES I BUILDING 1 I PASS FREELY THROUGH THE PUMP & THE 1.25" DIAMETER STAINLESS STEEL DISCHARGE PIPING. THE PUMP(S) 00 TX 308.20-1-18 :`� I 3 s I EXISTING 117,000± SF I I SHALL BE CAPABLE OF DELIVERING 15 GPM AGAINST A RATED TDH OF 0 FEET. 11 GPM AGAINST A RATED TDH OF LANDS N/F o I I I 24' I L _ 92 FEET & 7.8 GPM AGAINST A RATED TDH OF 185 FEET. THE PUMPS MUST BE CAPABLE OF OPERATING AT A 1 STORY OFFICE/WAREHOUSE BUILDING KENNETH S HOSTETLER Z I I I 22.s� NEGATIVE TOTAL DYNAMIC HEAD WITHOUT OVERLOADING THE MOTOR(S). THE PUMP SHALL HAVE REDUNDANT RUN BUILDING I� LOT 1 - AREA=11. 15E AC I m o FEATURES. OVERHANG o rn 3. THE ALARM PANEL SHALL BE INCLUDE A NEMA 4X, UL LISTED ALARM PANEL SUITABLE FOR WALL OR POLE I I w I FFE 388 j I MOUNTING. IT SHALL INCLUDE A GENERATOR RECEPTACLE W/ AUTO TRANSFER CAPABILITY. THE SUPPLY CABLE - I I m I BETWEEN THE PUMP & ALARM PANEL SHALL NOT BE SPLICED. THE APPROPRIATE LENGTH OF CABLE SHALL BE I j I I INSTALLED W/ AMPLE SUPPLY CABLE FOR SETTLING LOOPS. THE CABLES CONDUIT SHALL BE SEALED IN THE PANEL I I R200' I I I USING DUCT SEALANT AT ALARM PANEL PENETRATION. ALL ALARM PANEL PENETRATIONS SHALL BE THROUGH THE I I BOTTOM OF THE PANEL. BACK OR SIDE PENETRATIONS ARE NOT ALLOWED. I I CHAINLINK ENCE I I 4. INSTALLATION SHALL HAVE A FACTORY TRAINED/AUTHORIZED SERVICE CENTER PROVIDER WITHIN (60) MILES OF 1 F QUEENSBURY & 24-HOUR EMERGENCY CAPABILITIES. STARTUP SHALL BE SCHEDULED WITH MANUFACTURER'S I I /// I I I I I m CERTIFIED TECHNICIAN & ALL PAPERWORK SHALL BE FILED WITH THE TOWN OF QUEENSBURY WASTEWATER I I / STORM W ORMWA WfAN TER AREA m DEPARTMENT. I _ R80 I PROPOSED ADDITION (PRETREATMENT) I I I I I 12,550E SF I I 5. DISCHARGE PIPING SHALL BE 1.25" HDPE (SDR-11) FOR SIMPLEX STATIONS & 1.5" FOR DUPLEX STATIONS. PIPE I I R28' I I I (6O'X210) I SHALL HAVE A 304 OR 316 STAINLESS STEEL CURB STOP/CHECK VALVE/CLEANOUT ASSEMBLY PLACED AT THE I I I a I I I I RIGHT OF WAY/PROPERTY LINE BOUNDARY. AN ARCH STYLE CAST IRON CURB BOX WITH A STAINLESS STEEL ROD I TO THE CURB STOP SHALL BE PROVIDED. THE CURB BOX SHALL BE EQUIPPED WITH A CAP LABELED "SEWER". w L - _ _ I I I TRANSITION BETWEEN PIPE & CURB STOP/CHECK VALVE/CLEAN OUT ASSEMBLY SHALL BE BY PLASTIC W/ INSERT 00 �� - - - - _2001_ I I I I I OR BRASS W/ SS INSERT COMPRESSION ADAPTERS. CONNECTIONS BETWEEN PIPES SHALL BE A FUSION WELD OR TX 308.20-1-6 THERMOCOUPLERS. PIPE SHALL BE LAID WITH SOME SLACK & HAVE 5' OF COVER. TAPPING SADDLE SHALL BE _j R5' R5' I / I I I I LANDS N/F EITHER STAINLESS STEEL OR BRASS. INSTALLATION OF TRACER WIRE RECOMMENDED. _ I NORTHEAST POWER REALTY, LLC 6. NEW TAPS INTO EXISTING HDPE PIPE SHALL BE INSTALLED USING AN ELECTROFUSION METHOD. ALL OTHER 30'SE /R50' / , I v I I I METHODS OF TAPPING SHALL BE SUBMITTED TO THE DIRECTOR OF WASTEWATER FOR REVIEW. PROPOSED TREEL/NE 3pSEIACK 59 K I o I I (LIMITS OF CLEARING) R10' R5 I I 7. EX. 2" LOW PRESSURE PUBLIC SEWER MAIN CONTINUES NORTHEASTERLY ALONG NATIVE ROAD, TO A CLEANOUT AT \ I TX 315.-1-8.2 TO PROPERTY LINE \ R2 � ¢ I � � R80' I I I CAREY ROAD, AT WHICH POINT THE SEWER BECOMES A 4" MAIN & CONTINUES NORTHEASTERLY TO THE LANDS N/F 5' I I STEPS TO BE I INTERSECTION OF CORINTH ROAD. THE 4" MAIN CONTINUES EASTERLY ALONG CORINTH ROAD TO A RECEIVING FAITH BIBLE CHURCH 9'w X 182, `TYP ? 2 R10' I / I I RELOCATED I I GRAVITY SEWER MANHOLE NEAR THE INTERSECTION OF BIG BAY ROAD. TRAILER PA NG / I I I 8. THE NEW 2" HDPE SDR 11 MAIN SHALL BE TESTED TO ENSURE INTEGRITY. A LOW-PRESSURE AIR TEST OF NO RK/ 26' 24 R R2 12X60' (TYP) I 0 5' I I I I MORE THAN 15 PSI FOR 10 MINUTES MAY BE ACCEPTABLE. • 19 , 30 se K O O so I I I I 9. RECORD DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY TO THE WATER/WASTEWATER DEPARTMENT IN AN 40' I S c I I I ACCEPTABLE FORM. I I d R5 Q I coNc. 200' - - - - - - - R5' R2 L I of I W/LANDING 60 I I - C l \ -STEPS I � I -DOCK DOORS_ - DOCK DOOR I I 3 g I I R5' I I I Z o I , / I S 220.7' D I I � � p - - - - J I I v l I I I I I I ONC. SIDEWALK I I I I Q I II\ R1 9' R10 EXISTING 0 CONCRETE ' �r � R5 R5 I � � I I I 24 ?O 26 O I I I I O j I I + O o STORM WATER SPRUCE I MANAGMENT AREA I I h O I (INFILTRATION) Q I �\ \ LP I 20' I I ? o I o zt it W'IT 14iN I 0' SPRUCE 00 I I I I I I II I I � I - .� - EXISTING\ SEE GENERAL NOTE #8 I I I � \ ASPHALT 1 " SPRUCE� w '3V / I I RE-STRIPE EX ISTING o FOR FILL WHERE ROADWAY a R40 8" PARKING LOT CROSSES RAVINE R8 10' PINE 6" APPLE I o BUILDING 4 I I I , 30'_ I W 6" APPLE o �, / ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL ?? I �� I C � �1 I PROPOSED 80,OOOf SF I 1 STORY OFF/CEIWAREHOUSE BUILDING II II ' I OI S Q I REQUIRED UIREDm R60'LOT 4 AREA=7.14f AC 100' R5 LP LOT AREA: N/A FFE 378 RED MAPLE, J I ; I LOT WIDTH: 200' MIN. I TYP. R5, , 50' O EXISTING I 5 ETBACK 30' 12" ISTORMWATER o ROAD FRONTAGE: 100' MIN. I I R15' RM & 3; O I AREA o D DEPTH: 200' MIN. z � EXISTING ASPHALT I I R10 8' 24' S0' 9'ry X 18�R5 50'SETBACK n TO BE REMOVED, GREEN SPACE: 30% MIN. I I \ YP, I 1 12 PIN, I o TYP. PRUNE BUT RETAIN BLDG. HEIGHT: 60 MAX. _ NATURAL FORM OF TREE SETBACKS: 1 � 1z' PAVE n � 0' 1 R I--,' FRONT: 50' MIN. I I 2 12' PINE RUBBER HOSE FRICTION GUARD SIDE: 30' MIN. R\4 SPLIT RAIL REAR: 20' MIN. z" PINE R5' FENCE (WHERE INDICATED ON PLAN) #10 WIRE-NEW GALVANIZED I R57' l/ R57' \�� R40' R5' (60' 0 W STAKES BETWEEN 1/3 & 2/3 RETAREDI WALL I I I M I RM R15 R15� HEIGHT OF TREE " ALLOWED USES: (W/SPLIT RAIL FENCE) ''' I / , TREE WRAPPED TO 8 Tw.. 358.Ot _� I I 26 o. 5 R5' LP FINAL GROUNDLINE SAME AS A NURSERY ABOVE HOSE - BUILDING SUPPLY/LUMBERYARD I \ / ON STRUCTION COMPANY(161H-6 MAX) 9l/ 0' 28 4"-6" EARTH SAUCER DISTRIBUTION CENTER 11 \I LIGHT MANUFACTURING Z I I 24' R20� / _ OFFICE TX: 315.-1-8.3 � L - I � � I- - - - - - - /// WAREHOUSE ................. .. R15' LANDS N/F - - - _ _ _200, I - - I 50'- - _ - _ :: 3" WOOD CHIP MULCH - - - - - I I - - - - - �1 REMOVE BURLAP FROM TOP 1/2 QUEENSBURY LAND CONSERVANCY � 24' R80' � SETBACK R5' R40 C f l ' - - - - MAX ANY BALL OVER 2 OF PLANT BALL - - - J \ % \ I - - - - 2 FEET IN DIAMETER AMENDED BACKFILL, 1 PART R5- SHALL BE PLATFORMED 12" 6" PEAT MOSS, 3 PARTS TOPSOIL PARKING REQUIREMENTS: 178, II \ I SWALE SUBGRADE S 56'00'19" W WAREHOUSE: 1/1 EMPLOYEE AND 1/1 COMPANY VEHICLE I� I I EX. LIGHT POLE TO 48.00' - OFFICE: 1/300 SF OF GFA I I Q BE BRACED OR " DECIDUOUS TREE PLANTING DETAIL 28 SEC77ON RE-LOCATED DURIN C I 0 EXISTING SPACES 114 I 137' I NO SCALE PROPOSED SPACES 227 � � � I I M/Al CONSTRUCTION DUMPSTER ENCLOSURE, I I TOTAL SPACES 341 I I 28" MIDDLE I R=327.42' SECT/ON I 5 - HEIGHT VAR/ES I /�eP I o I L 225.58' SEE PLAN. I� COVERAGE STATISTICS: / Q\ �o BUILDING 5 I C=221.15' NON-WOVEN GEOTEXT/LE �Q I PROPOSED 60,000E SF I/ S 27'09'04" W I FABRIC 1 STORY OFFICE/WAREHOUSE BUILDING I 28" MIDDLE I BUILDING AREA: PAVEMENT AREA: GREENSPACE AREA: TOTAL AREA: LOT 5 - AREA-3.77 AC I SECT/ON I Q� / I V LOT: (SF) (AC) (%) (SF) (AC) (%) (SF) (AC) (%) (SF) (AC) (%) _ _ I FFE 385 - - - STORMWATER MgNAGMENT AREA � �,C 2 Z \ I _ �� ,� Z = 1. 169,550t 3.89t 34.9% 144,698t 3.32t 29.8% 171,566t 3.94t 35.3% 485,814t 11.15t 100% / A 3 ♦ �0� I 2. 20,000t 0.46t 24.6% 22,742t 0.52t 28.0% 38,488t 0.88t 47.4% 81,230t 1.86t 100% 30 SETBACK I Z � �"� - - - - - _ I 30' 3. 100,000t 2.30t 27.3% 124,413t 2.85t 34.0% 141,925t 3.26t 38.7% 366,338t 8.41t 100% 300' 41" BOTTOM SECT/ON \L FREE DRAINING BACKFILL �, � - - - - - 4. 80,000t 1.84t 25.7% 90,151t 2.07t 29.0% 140,894t 3.23t 45.3% 311,045t 7.14t 100% N 83.24,21„ W ;`yes - - - - - - - - PLACED TO 1'-0" DEPTH GUARD RAIL 20 _ - - - I I PAVEMENT BEHIND WALL 5. 60,000t 1.38t 36.6% 40,423t 0.93t 24.6% 63,607t 1.46t 38.8% 164,030t 3.77t 100% 30' sereacK •• WASHED STONE ROW. 0 0 0% 25,083t 0.58t 55.6% 20,064t 0.46t 44.4% 45,147t 1.04t 100% LOADING DOCK .` � GRAv-L ROAD + \ y TX 308.20-1-9.1 6 BURY DEPTH ♦ A, LANDS N/F LEVELING PAD TOTAL: 429,550t 9.86t 29.6% 447,510t 10.27t 30.8% 576,544t 13.24t 39.6% 1,453,604t 33.37t 100% W/TRACTOR TRAILER, �' 1 i I PARKING (TYP.) TOWN OF QUEPTSBURY / 3 1078 43' PERF. DRAIN PIPE o� in W/TH SOCK I '� 4" UNDERDRA/N TO CB OWNER/APPLICANT: c0 NATIVE DEVELOPMENT ASSOCIATES LLC 0 PER GRADING PLAN 6 ENTERPRISE AVE, TX 308.20-1-3.1 CLIFTON PARK, NY 12065 LANDS N/F REDI-ROCK RETAINING WALL DETAIL TAX MAP #: 308.20-1-9.2 EXIT 18LND. PROPERTY HOLDINGS, LLC NO SCALE N N N (V w PROPOSED TREEL/NE NOTE.' THIS RETAINING WALL DETAIL /S FOR CONCEPT ONLY. A COMPLETE DESIGN SHALL BE N Q ALTERATION OF THIS PRELIMINARY (LIMITS OF CLEARING) PROVIDED BY ANOTHER N.Y.S. LICENSED PROFESSIONAL ENGINEER FOR EACH RETAINING WALL 4 M r"i 0 DOCUMENT EXCEPT BY A SHOWN ON THE SITE PLAN. SHOP DRAWINGS MUST BE PROVIDED TO THE DESIGN ENGINEER LICENSED PROFESSIONAL LAYOUT LIGHTING & LANDSCAPING PLAN FOR APPROVAL PR/OR TO INSTALLATION. Y Y Y Y r 7 0 0 0 0 m ENGINEER IS ILLEGAL co I- NATIVE DEVELOPMENT QUEENSBURY I w w V) 24 NATIVE DRIVE O O w O OC3 S pA �. `L TOWN OF QUEENSBURY COUNTY OF WARREN GRAPHIC SCALE Z z z r' �� `' \ rr z fps;_ ,�a` 'C? STATE OF NEW YORK g w w w O 50 0 25 50 100 200 Z Z TX 315.8-1-10 0 ENGINEERS, LLP o w w LANDS N/F 411 Union Street z lv-k TOWN OF QUEENSBURY REC DEPT o �5� � �'� p Schenectady,NY 12305 ( IN FEET ) z z �Q g4g76 �r,� n 518-377-0315 Fax 518-377-0379 1 inch = 50 ft. 0 0 �q0 _�rLP� w www.abdeng.com ��S S t_,� LUIGI A. PALLESCHI P.E. DATE: SCALE: DWG. SHEET OF ri Oz N.Y.S. LICENSE NO. 94676 MARCH 16, 2020 1" = 50' 4899A-SUB5 2 5 N 2, 2" CRUSHER RUN ��2 ?� ��JZ� 2" _ =� - 157 STONE GENERAL NOTES: 1' �I �) � � EP 4",}3 STONE BASEA SLOPEROSS �oOoOoO o�- �- 1. BASE MAPPING PREPARED BY ABD ENGINEERS, LLP FROM A MARCH 2O18 FIELD SURVEY AND MAP REFERENCES. �� 7 / PEA GRAVEL OVER FABRIC 2. THE PLANS SHOW SOME KNOWN STRUCTURES, ABOVEGROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST 0 --4 FILTER FABRIC WITHIN THE WORKING AREA. EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN MARAFI 140N o o PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE TX 308 S N/F 15\ � � � of LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE ARE MAY BE DIFFERENT FROM THAT SHOWN OR MAY LANDS SWEET \ \ /\ PEA GRAVEL DIAPHRAGM 11 I I I I 1 1 1 1 1 1 I NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. RICHARD SWEET OFF EDGE OF PAVEMENT DETAIL PROVIDE (48) HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P.O. (1-800-962-7962). I\ FILTER FABRIC \ \ / 1 / / NO SCALE MARAFI 50OX 3. SNOWFALL ACCUMULATIONS IN EXCESS OF FOUR (4) INCHES SHALL BE REMOVED FROM ALL PARKING I AREAS/WALKWAYS WITHIN 48 HOURS. \ `\ 11 //II\I i //// GRAVEL ROAD DETAIL \ \ / // / I I I _ I 11 1 4. THE PROPOSED PRIVATE ACCESS ROADS AND UTILITIES SHOWN HEREIN SHALL BE SUBJECT TO A RECIPROCAL \ / // / I / - - - - _ / I EASEMENT AGREEMENT BETWEEN EACH OF THE APPLICABLE LOTS, WHICH SHALL ESTABLISH SHARED MAINTENANCE ITX 308.20-1-16 - \ \ I I I I / / / I I \ \ - RESPONSIBILITIES AND UNLIMITED INGRESS/EGRESS RIGHTS. MELVILLE TRUST & BARBARA STAIB - - - \\ \\ III I I I �\\\\\\\ \ \ 5. A STATEMENT SHALL BE SUBMITTED STATING THAT THE APPLICANT WILL INSTALL ALL IMPROVEMENTS IN \\ 50' \\ \ I I I I \ \ \ \ \ \\ \ \ ACCORDANCE WITH THE STANDARDS PRESCRIBED BY THE DEPARTMENTS OF THE TOWN HAVING JURISDICTION, AND \ \ \ � \ \ TX 308.16-2-14 SET ALL MONUMENTS AS SHOWN ON THE FINAL PLAT THEREOF IN SUCH MANNER AS THE BOARD MAY DESIGNATE. \ \ 6 H STOCKADE \ \ \N \\ \ \\ CULVERT LANDS N/F \ FENCE \ \) \ \ \ I \ \\ \\ 1 INLET HALCYON PROPERTIES, INC 6. EACH INDIVIDUAL LOT WILL REQUIRE SITE PLAN APPROVAL. THE MASTER SWPPP SHALL BE MODIFIED AS NECESSARY J \ \ lNV.370.0 ON A LOT-BY-LOT BASIS. \ / \ \ \ \\ \ A 384 \\ / // \ 850 LF O \ \ \ 1 ( / / /)) �/ / \ \ 36" CULVERT / 7. FILL MATERIAL USED TO CONSTRUCT THE INFILTRATION BASIN SHALL BE TESTED BY A GEOTECHNICAL FIRM AFTER 04 \ \ 54 / / // ® 2'07. // PLACEMENT TO DEMONSTRATE AN INFILTRATION RATE GREATER THAN OR EQUAL TO 10" PER HOUR. THE APPLICANT - - SHALL NOTIFY THE TOWN PRIOR TO PERFORMING THE INFILTRATION TESTS, SUCH THAT THE TOWN CAN WITNESS IF Z - \ C \ // // / THEY SO CHOOSE. THE RESULTS SHALL BE PROVIDED TO THE TOWN. THE NUMBER OF INFILTRATION TESTS SHALL _ - _ / // / I CONFORM TO THE NYS SMDM. IT TP3 - - - - `\ 30' SETBACK - �� /�� tt' I \ - - - - 382 \ I \- 8. CONTROLLED FILL SHALL BE FREE DRAINING, CLEAN GRANULAR ON-SITE OR BORROW MATERIALS, FREE OF ORGANIC 00 \ 200' - - - - \ \ - MATERIALS, DEBRIS, FROZEN MATERIALS, ROCKS OVER 8 INCHES IN DIAMETER, HAVING LESS THAN 10% FINES I \ �- - - 3 11 1 1 I// /, ` \\\ \ \ I 384ii / I PASSING THE #200 SIEVE. CONTROL FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS, REDI-ROCKS Cl I \ \ T� I 1 11 I \ \ � COMPACTED TO 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM SPECIFICATIONS D-1557-91 DENSITY. RETAINING WALL \ 1 \`I \ \ ` \\ \ �'' I \ \ -3 TW.•390.Of I \ \ I \\\\\ \\ \\\l \\ \ I o - - MAC \ � 8� 38g_ - - 9. REFER TO THE GEOTECHNICAL REPORT PREPARED BY DANIEL G. LOUCKS, P.E. DATED FEBRUARY 24, 2021 FOR BW 383.5t / I 1 \ I \\\\\ � \\\\ \-\\ 24' I w - - - �- - - - _ _ 6- _ - DETAILED INFORMATION REGARDING SOILS, FILL, AND CONSTRUCTION RELATED REQUIREMENTS. 1 \ \ \\` \ \ 1 N - - 3 \ \ - - - �(6.5'Hf MAX.) / I FII�� 0 I I \� \\\\\ \ \\� \ \ \ 383'0 30' sEreACK 6 c MAP REFERENCES: 1� \ J/ 1 // SEE GENERAL NOTE #8 �\I \\\\\\\ \��\ \ \\ \ r - _ _ _ - -3g6� 3$ � ) RAVEL - - - - - - - ti FOR FILL WHERE ROADWAY I \\ \ - - / ROAD Y II I / CROSSES RAVNE I \ \ \` \ \ \ I / - TP15 - - - - - \ \ 1. MAP ENTITLED "MAP OF A SURVEY MADE FOR COLUMBIA QUEENSBURY GROUP", PREPARED BY VANDUSEN & / / I 1�\\` \\ \ \ \ - ` \ 1 / 200' \ - - - - \ \ STEVES, DATED JULY 28, 1994. I / / - J 1 11 \\\ \ _ \ - _ TX 308.20-1-17 CDI // // I �3g6� `\ I I \\\\\ \ \ \ \ \ // / I ` I\ - - - - - - /) 2. EXISTING UNDERGROUND UTILITY INFORMATION WAS PROVIDED FROM THE PLAN TITLED "NATIVE DRIVE, NATIVE LANDS N/F I / ( \ \ \ \ / 197.Cs - - _ / TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, DATED 9/29/03 & LAST REVISED 3/5/04, & THE PLAN CHRISTINE LORETTA DAVIS \ I ��/ / I \ I I \\ \ \\ \ \ \ \ 1-1/ / I \ I - - TITLED "SEWAGE DISPOSAL DETAILS FOR NATIVE TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, SHEET 4 OF \ - I-�6 // I \ 11 \\\ \ \\ 36 \\ / / I \ I � I 4, DATED 9/26/04. OTHER UNDERGROUND UTILITIES MAY BE PRESENT, THAT ARE NOT SHOWN HEREIN. 6 H STOCKADE - - - I \ 11 \' \\ �' �` \ � / I \ I I U, I / \ \ \ \ � 3. EXISTING LOW-PRESSURE PUBLIC SEWAGE FORCE MAIN INFORMATION WAS PROVIDED FROM THE PLAN TITLED FENCE I. / I \ ) I I \\\ \ \\ \ \`\ \ 135' l I I I "CAREY RD. SEWER DISTRICT, MAP, PLAN & REPORT, GRINDER PUMPS WITH LOW PRESSURE SEWER", PREPARED BY I 40' I / I \\ / I I `\\ \\ \ \ \ \ \ `\ X 383.0to I I I � THE CHAZEN COMPANIES, DATED 4/21/16. I // I / \` \\\ \ \ ` / "�' I PROPOSED ADDITION 40 OOOf /I I I / \\ / I I ; \ \\\ \ \ \ \ �\ \\ \ / a I / I I TOWN OF QUEENSBURY WATER NOTES: 3' - - - - - 3s6- - \ \ / I J 11 \ \ \ / I \ \ ) \\ \\ / W I SF (200X200) l I 1U :6 I GRAVEL ROAD I - � I I I I \ 1 1 / 1 ) / (,/ \\\ \ / I FFE 388 / I 1 I I 1. ALL PIPE, FITTINGS, VALVES AND HYDRANTS SHALL MEET TOWN OF QUEENSBURY WATER DEPARTMENT t.so• �I I I I \ 1\ \ I 1 \\\ / I / / /I / 0//� �\`\ \ / / I ) I I SPECIFICATIONS. SHOP DRAWINGS FOR ALL VALVES, HYDRANTS, TAPPING SLEEVES, PIPES, VALVE BOXES AND LIDS I \ // / / / / / I TX 308.20-1-3.5 LABELED "WATER" SHALL BE SUBMITTED TO THE TOWN OF QUEENSBURY WATER DEPARTMENT FOR APPROVAL. / LANDS N/F CL-52 ZINC COATED PIPE, VALVE ALIGNERS, AND BLUE BOLTS ON THE FITTINGS SHALL BE PROVIDED. THE PIPE 0 0 0 o WASHED m I I I I I I I I ) I // /- - - / )/ \� 1 „ 16 / I I TRSB ENTERPRISES, LLC SHALL BE PRESSURE TESTED AND CHLORINATED PRIOR TO COMMISSIONING. ;� ��-- PEA GRAVEL n I / / l o\o\o\o\ I ,� I I I I I I I I I I / -/ /ID-'i I 1 1 I 2 15' �� 1.5"-2"ANGULAR I BUILDING 3 I I I I I 11 1 \ � I I 11 I I /� - -1/ /l I -- - - � l 1 N I 13 TOWN OF QUEENSBURY WASTEWATER NOTES: �� CRUSHED STONE PROPOSED 100,OOOt SF I o 11 I 1 \\ I I I I I / I I / \ / I I I FILTER FABRIC 1 STORY OFFICE/WAREHOUSE BUILDING I &5 11 I 1 \ \\ \ \ II \ I \ \ \\ \\ // / \�� / I I I 1 1. THE MANUFACTURER SHALL FURNISH COMPLETE FACTORY-BUILT & TESTED GRINDER PUMP STATION(S) EACH MARAFI 14ON ti LOT 3 - AREA=8.41f AC I 135' I 1 \ \ \ I \ \ \ \ \\ \ / L_ - - o l/ I I � CONSISTING OF GRINDER PUMPS SUITABLY MOUNTED IN A TANK CONSTRUCTED OF FIBERGLASS OR HIGH DENSITY 10' a I \ \ - - - - \ ^� � POLYETHYLENE (HDPE), ELECTRICAL QUICK DISCONNECT (NEMA 6P), PUMP REMOVAL SYSTEM, SHUT-OFF VALVE & INFILTRATION TRENCH DETAIL I FFE 384 I W I I 24' I I II I I I 1 1\ I \ \ \ \\ \\\ \ \ - - - - - - - - I I CHECK VALVE WITHIN THE BASIN, NEMA 4X ALARM PANEL WITH THE OPTION OF REMOTE MONITORING, & ALL I I K I I I I I I I I 1 \ I 1 \ \ 1\ 1 \\ \ \ \ - - I I NECESSARY WIRING & CONTROLS. THE PUMP, TANK & PANEL SHALL BE LISTED WITH THE UNDERWRITERS NO SCALE I I I I I I I I 11 I I 1 \ \\\ \ \ \\ I / I I 13 LABORATORIES (UL) AS A COMPLETE STATION. NO THIRD PARTY TESTING TO UL STANDARD WILL NOT BE ALLOWED. I I I I I III I I I II I I I \\\\ \\ \\382 \ ��s I / I 1 2. THE PUMP(S) SHALL BEAR THE SEAL OF NSF INTERNATIONAL. THIRD-PARTY TESTING TO NSF STANDARD IS NOT I I ,^�� I I I 1 I II \\ \ \ `\\ \ \ \ I / / coNc' A6 I I E I ACCEPTABLE. THE PUMP(S) SHALL BE A SEMI-PROGRESSIVE CAVITY STYLE PUMP. IT SHALL BE CAPABLE OF ti I I I I B4 I I I I I I I I I \ \\ \\\\ \ \ \ \ /- I I \ I I \ REDUCING ALL COMPONENTS IN NORMAL DOMESTIC SEWAGE, INCLUDING A REASONABLE AMOUNT OF "FOREIGN I I I I I I I I I �\ \\ \ \ \ / \ / I I OBJECTS", SUCH AS PAPER, WOOD, GLASS, WIPES, RUBBER & THE LIKE, TO FINELY-DIVIDED PARTICLES WHICH WILL I 11 III � I 1 \ \\\ \ \\\ \ \ / \ I / / I BUILDING 1 \ ( PASS FREELY THROUGH THE PUMP & THE 1.25" DIAMETER STAINLESS STEEL DISCHARGE PIPING. THE PUMP(S) I 11 I I I I I I I I I I \ \\ \\ \ \ I 4 I / I EXISTING 117 000± SF I SHALL BE CAPABLE OF DELIVERING 15 GPM AGAINST A RATED TDH OF 0 FEET. 11 GPM AGAINST A RATED TDH OF TX 308.20-1-18 \ I I K I III 11 I 1 Imo \ \ \\ I I � I I \ \ / L 92 FEET & 7.8 GPM AGAINST A RATED TDH OF 185 FEET. THE PUMPS MUST BE CAPABLE OF OPERATING AT A LANDS N/F I I I I I I 1 \\ \ \ \ 24' \ I I I 1 1 STORY OFFICE/WAREHOUSE BUILDING KENNETH S HOSTETLER \ I III 1 I I I I I \ \ \\ T / 22.9' N. NEGATIVE TOTAL DYNAMIC HEAD WITHOUT OVERLOADING THE MOTOR(S). THE PUMP SHALL HAVE REDUNDANT RUN \ I I 1111 I 1IIIII I IIII1 \ \ � \\ \\ \ \ \ \ \ I I 1 � I / In LOT 1 - AREA=11.15f AC 2 \ FEATURES. I \ D I BUILDING I v I _ \ I I1 I 1 I I I \ A II\\ \ \\ I \ \ 1 I I \ �I / OVERHANG / I� FFE 388 11 13 \ 3. THE ALARM PANEL SHALL BE INCLUDE A NEMA 4X, UL LISTED ALARM PANEL SUITABLE FOR WALL OR POLE \ � I I III I I I I 1 \ \ \ I I 1 / 1 I I MOUNTING. IT SHALL INCLUDE A GENERATOR RECEPTACLE W/ AUTO TRANSFER CAPABILITY. THE SUPPLY CABLE - � - - I I I 1 I I I I 1 I I \� \\ \ \ \ I \ 8 / 1 / / i I I � BETWEEN THE PUMP & ALARM PANEL SHALL NOT BE SPLICED. THE APPROPRIATE LENGTH OF CABLE SHALL BE � \ \ / INSTALLED W/ AMPLE SUPPLY CABLE FOR SETTLING LOOPS. THE CABLES CONDUIT SHALL BE SEALED IN THE PANEL \ - \ -384- - _ _ I I I \ 1 \ 1\ \ \ \ \ \\ \ \\ I PT6 In\ \ \ \ \\ / I / I I \ I USING DUCT SEALANT AT ALARM PANEL PENETRATION. ALL ALARM PANEL PENETRATIONS SHALL BE THROUGH THE \ I \ \ \ \ \\\ \\\�\\\�\ \ 1 M \�\\\ \ \�� I / I I I o 3 \ BOTTOM OF THE PANEL. BACK OR SIDE PENETRATIONS ARE NOT ALLOWED. \ I / I \ \ \ \\ \\\ \\ \\ \\ I \\\ \\\ \ \ �\ \ \ I \ CHAINLIN /FENCE I I ) /I 4. INSTALLATION SHALL HAVE A FACTORY TRAINED/AUTHORIZED SERVICE CENTER PROVIDER WITHIN (60) MILES OF \ / I \ V \\ \� \\ \\ / ) \\\ \ \ \ \ r6II / \ I QUEENSBURY & 24-HOUR EMERGENCY CAPABILITIES. STARTUP SHALL BE SCHEDULED WITH MANUFACTURER S \ ` I / o \ \ \\ \ \\koleM\ \ \�rsR\\ / / \ \ \\\\\\\ I \ \ I \ \ 1 I I / I I I CERTIFIED TECHNICIAN & ALL PAPERWORK SHALL BE FILED WITH THE TOWN OF QUEENSBURY WASTEWATER \\\ \\ I \ \ I - I - - ", I \I\\ \ \ `�R7 , \\l \ \\ \\\ \\\\\\ I I \ 1 PROPOSED ADDITION I 0 Io B 1 DEPARTMENT. " I \\ `- - - / / \ 1-1 I III ' I \ \\ \ �"C't1117,\\ \ \\ \\ \\ \\ I I � �9 I I \\ I 12,550f SF I I 1 5. DISCHARGE PIPING SHALL BE 1.25 HDPE (SDR-11) FOR SIMPLEX STATIONS & 1.5" FOR DUPLEX STATIONS. PIPE - I FES2 I \ \ \ \ ) \ 3 \ 60 X210 1 � I SHALL HAVE A 304 OR 316 STAINLESS STEEL CURB STOP/CHECK VALVE/CLEANOUT ASSEMBLY PLACED AT THE \ I\ \ I \ \ \ \\ I \ \ \ \\ 7 I \ I \\ I ( ) I 3 / RIGHT OF WAY/PROPERTY LINE BOUNDARY. AN ARCH STYLE CAST IRON CURB BOX WITH A STAINLESS STEEL ROD \ \ \ \ \ TP5 \ \ I \ INV.�360.15 ) ) \ I 1 \ I I I ( I 1 1\ \ I I 0 I I 1 I I Ih TO THE CURB STOP SHALL BE PROVIDED. THE CURB BOX SHALL BE EQUIPPED WITH A CAP LABELED "SEWER". - - \ _ `\ I W ` I / / /�J ) I I I/�/ I3 1•IS0 I I I / TRANSITION BETWEEN PIPE & CURB STOP/CHECK VALVE/CLEAN OUT ASSEMBLY SHALL BE BY PLASTIC W/ INSERT � h '\�' \ - - 200' _ I GV \ \ l // ( /d � 1 ) ) I I I I / I � OR BRASS W/ SS INSERT COMPRESSION ADAPTERS. CONNECTIONS BETWEEN PIPES SHALL BE A FUSION WELD OR \ C, _ _ TP4 I \ - - -- - / // / l V ,.hS I T I I / / I / /I I Z,I/ I TX 308.20-1-6 THERMOCOUPLERS. PIPE SHALL BE LAID WITH SOME SLACK & HAVE 5' OF COVER. TAPPING SADDLE SHALL BE \ - `\ \ - - 62 I I I I // / \ I LANDS N/F EITHER STAINLESS STEEL OR BRASS. INSTALLATION OF TRACER WIRE RECOMMENDED. \�>s N,90381'0 \ 382 CB B / o / 1 I I 1 I 1 1 I I I $�� - I I I NORTHEAST POWER REALTY, LLC 6. NEW TAPS INTO EXISTING HDPE PIPE SHALL BE INSTALLED USING AN ELECTROFUSION METHOD. ALL OTHER \ \ TF.•375.0 1 1 IF 375.0 / / I I I �� - - I v I I METHODS OF TAPPING SHALL BE SUBMITTED TO THE DIRECTOR OF WASTEWATER FOR REVIEW. \ `\ \ �,- INV 363.0 (NV 362.7 / 5 I I I,547r K1 I, / / -- o \TP9 1 I I 3 \ `t>IV \\ \\ yy 59, I // / - / / I / I / I / \ I I 1 v, 7. EX. 2" LOW PRESSURE PUBLIC SEWER MAIN CONTINUES NORTHEASTERLY ALONG NATIVE ROAD, TO A CLEANOUT AT \ GV / , , / / I / I I I 11 III / ?` I / \ 1 II -' CAREY ROAD, AT WHICH POINT THE SEWER BECOMES A 4" MAIN & CONTINUES NORTHEASTERLY TO THE TX 315.-1-8.2 11 //////// // / / I I / I / I III III / I / STEPS TO BE INTERSECTION OF CORINTH ROAD. THE 4" MAIN CONTINUES EASTERLY ALONG CORINTH ROAD TO A RECEIVING LANDS N/F CB Cl \ K 5�6 �- J//H*ViY /j/ ////j/ 3 / 1/ / // //�a6i I / I RELOCATED 1 1I GRAVITY SEWER MANHOLE NEAR THE INTERSECTION OF BIG BAY ROAD. FAITH BIBLE CHURCH I375.5 v \11 \ 18 2 I I ,R�'F/7I?A,' j / // / l/ I 1 EX. SEPTIC TANK TO BE ABANDONED cvz lNV.3725 01�\, \ \ //////// // / / I-- /// / //// /// / I / I 7 - 8. THE NEW 2" HDPE SDR 11 MAIN SHALL BE TESTED TO ENSURE INTEGRITY. A LOW-PRESSURE AIR TEST OF NO \ \ \ � ,P�4� I I IN-PLACE. REMOVE ALL WASTE, ��\ 2 -� 6 \ \2$1 �� ////, // �/z // L�j / / l// // / , - - - - I / I I BREAK BOTTOM, WALLS, & BAFFLE. `�� MORE THAN 15 PSI FOR 10 MINUTES MAY BE ACCEPTABLE. 1 �o \ 3� -� - \ IF.•376.5- - \ / // / // / ��/ / / / / / / / - - / I HYDRANT TO BE 3 FULLY BACKFILL STRUCTURE WITH A /3 \\ 30 SE \ \ - l/ /// / / / \ K INV�5 \ /// / // ////y / \ / // � I I RELOCATED i II CLEAN FILL. REMOVE EX. DUAL 4'0 ,� 9. RECORD DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY TO THE WATER/WASTEWATER DEPARTMENT IN AN / iO l / / /30'SE7&ACK\\\ 40' \ \ - //// //// / � OF /// / / / MANHOLE RISER SECTIONS. BACKFILL O ACCEPTABLE FORM. /�6�/-�J\ Ir - - - - - - -\ - - 78 \ \ B -- S I I / ////////% ////j// - // / ////// / / // // TP10 I I ACONIC NDI I EX. 7,000-GALLON I I OVER TOP SLAB WITH TOPSOIL, SEED � - - - / / // \I p/ // // Nc SEPTIC TANK TO BE c� & MULCH. / //// / 2 1 \ 200' \ - -\ \ \ 37�2 ////////// // / - - _ L =r Ps 1 ABANDONED I N : 6 .6 0 // / / I / / / / _ _DOCK DOORS \ w O M 381.0 - - - DOCK DOORS 220.7 �//// / I \ \ , \ I / //// ////// /� /cn // / / / / / /EP - - - - - II " //// I \ \\ I \ / /// /////// 1 Z // // / // / /I w -I I CONNECT EX. 6 PVC SEWER INLET TO EX. \/// / \ I // / / / / / / - _ - - - - - - 1 3 OUTLET WITH NEW 6" PVC SDR-26, THRU 1 \ \ 't // /// // / \ / // // / l I / I ti - _- - _ _ l REMAINS OF SEPTIC TANK. USE GASKETED F // I I \\ \I \ I / / // '//////// - T3 / / / / / / / / r / I /� \ / W coNc. - '' I COUPLINGS TO MAKE WATER-TIGHT / / / 1 \ I / /// ///////// / / /\ // l l // l l ,/l / I = I 62 / 1 ( I CONNECTIONS. I 24' / /, I \\ I \ \ � I I /////j/j%//////// l / I / / l / I C I \ / EXISTING 1 I1 - - - - -386- - \ t✓ I I 20' / - 1 \ I \ I //////// // //// / \ / /�/ / / // � I I G CONCRETE 1 1 `� - / REA40VE EX. SUBMERSIBLE PUMPS FROM PUMP STATION. TOP OF BERM 2 / ,�/ \ - \ \ \ I 3I74 \ 11 / f/ ) ////,- //// /// 37f1f F / l / 111 ll p I k Q5 I 4 \ HYo REPLACE WITH (1) NEW SIMPLEX E-ONE PUMP. 1 2 l // 24 H E q� I � N, � J EX. 6" INV IN=373.O1f 1 / / � \ I \ \ �//// l l / // // l l l l l l� �► I c, \ I SPILLWAY ELEVA770N w I // Ill I I / // / ® 59 1 l I L 'H 4 1 EX. 2 INV OUT=379.30f F� o ob / \ I / I I 24' \ \ 26' \ �/// I I I I l/ l l l l O J O I I ,\ \ EX. ALTERNATING DUPLEX \ - - v, NEW 1.25" INV. OUT=379.3of / 1 15 I 1 // /,$Pl'/LL""Pbl I ST�RMWA I I I N O O K _ I /"`,/ \ I I \ ^ I / ///l>\l�V✓3 � 'A A E AREA / l//�l// / l l O O � II � I 1 I SUBMERSIBLE BM R BLE SEWAGE PUMP � ( I � / 1 y - // //// // / NFl ATl N) I / l/ / l l = O 0j p I I \ (5' ID x 13.5' Hf / / � 1' THICK LIGHT STONE FILL LP STABILIZATION FABRIC / 62 I N Q n TO BE MODIFIED II \ EX. DUAL 2.5" FORCE 1 1 / ////1 0 S w \ ) // /I lV // ll ll I a QW N I I / I \ / / � I ,- I 383 / '� F // d6�1 / / / / I -- O - , W 384- - MAINS TO BE ABANDONED / \ I �`O \ / // ////)/V/ / 53. P�2/ / / // / // // / / / 1 -i W Q /y I I EXISTING I 1 \ \ \ I SEE GENERAL NOTE #8 I \ �' \ I / / /i l UT 3 C�3,(�'0)/I / , l , l l l ( I m V I l< \ \ ASPHALT IN-PLACE 0 TYPICAL EMERGENCY SPILL WAY DETAIL \ \\ �� \ I FOR FILL WHERE ROADWAY Q / / // / / / / /IF ( 0/ /// / / l/ I a � _ _ I - -� \ / � \ " 1� NO SCALE \\ \\ �\ \ CROSSES RAVINE I \ I,'- / / /77363.5 (l " \ I l( ( / l l I �� I - a �\ \- / \ INSTALL 474 LFf 1-1 4 HDPE �O`� � \\ \\ o I ��r,I / 12' INV IN{373 5 � ' \ / \\ \\\\\\\\ \ I 1 1 W j�'�/ / /ENV 360.6 1$ flV V IN'471• I I g � p I - ►� / � - \ \ � THERMOC. SDR11 AOUITARY LA PLEIFUSION AL.WELD TO �� ` / GV c.� �I' / / 21¢ /IN� ¢U/T.•�[370 5/ I / II u I \' I / 11 _�\\ o \ NEWLY INSTALLED 2" HDPE SDR11 ��1 z \ \ �� \ \ \\` \ I o BUILDING 4 1 Ce �, / / I / / l l/ / / I / 1 I 30' W I I / //i/ - I.o �� \ \ \ \ `\\\ I ° PROPOSED 80,OOOt SF ( I I / H sfi / Ice / c� 4 373. / / / / _ \ I I MAIN. INSTALL STAINLESS STEEL v Q� I / /j FES3 �� 9�/ / // I I � w I //// / - �\ 1 w Z Q� CURB STOP CHECK VALVE CLEANOUT \ \` � -- - I- - 1 STORY OFFICEIWAREHOUSE BUILDING 1 I / / //11 j ` INV 360.,E 'w // / IF.J828 ///r r / ,\,,1 I 1 0 a z \ A / Foy`F� �� 3" LT. STONE FILL \ \ \\ \� \ \ I LOT 4 - AREA=7.14f AC / ,y / // ) L INn378.8 100• I 384 O=I 1 1 ) / ;1 III m Qir \ ASSEMBLY AT R.O.W. Poi \ \ - -- I / - Il h ) > ) FFE 378 / / / - O / /� / // - - - - TP1� 1 c� /\ ILA I I// III m_ - - a °' e / o�� / \ / /// I / / / / / -� \ - 384. S I / \ I I / - -383- - �,�� L T.-MED. / / / EXISTING � Q O \ ( - - \ 0 // / / •� E CK Q I 3O' l / 1 I / /' \ \ I ./ // �/ // / / � / / STORMWATER / O� � STONE FILL `0s / \ \ � ,- J I a // / / / /j F / / C82 1 J// AREA �' F �rn / \ / / \ / / / i // IF'380.5 "'w \ ` O I ///SWALE 1 c,� 5 +ti \\ / \ \ \ \ \ \ I \ / // / /// / / i 56l' W I I m EXISTING ASPHALT 0 2 \ / / / INV 377.25 24' (7 \� I \\ \ \ ) I / / 1\\ \ I \ / / i3 / / \\ . p I I I\7I s0'SEreAOK 1 / Q TO -\\\36 / I I I / _ I\ \ - \\ GRINDER PUMP I �j// j/ / �/ // /// - I I D TYP E REMOVED, 1? 1 \\\ °� \\ 1 / - - \ STATION, TYP. / / / / // / / // l _ - I I / III CB1A III o �� I Q s" i �\\ � \ � i l I // \ \ \ \� I /// N/ F - Q \ \ l ) rF381.75 I \ \\ ✓ \ - - \ \ \ \\ - / / / / SO -384, `6 1 ( " INV 378.7 - \\ \\ \� \ I / C3ss - \ \ \ \ \ \\ / \ - // j / / i / / {� \ �W \ \\ I S / III III III 3" O O �3`\\ J �\ - \ \ \ \ \ / / \ / / / �' \ c �\ \ I I/ �\ /11 / / III I I = 8"PERFORATED 24" \ - - - 1\ _ \\\ - - \ // ///// / / // / \W \ o wE; \\ \\ is cPP 1 / 1-*1 F - -III-III- I -III-III-III-III-III-III-III- HDPE PIPE o - -372- \ - - \ 3s8` � - / �Fi3s8 8 / / - 13 -I I III III III III III III III I I I \ - - - \ \ \ \ \ � - �i 5 / / \ - \ MIX OF 1'S & 2'S \ \ - - - \� \\\360 \ _ - =_ /�CV/364.& / l I ///�j/ // / y /N,/ /��I/Gl j/ �� w`pr' ��, h'�' 384.0 �' -- l / 1-III- - -1 11-1 I I-1 I I- - I I- I- - - \ WASHED STONE 4" ABOVE 24 FILTER FABRIC - - \\ \ - � I l l / / // /// , // {dNt VN/ GV 41 \ SURFACE MARAFI 14ON \ ) - - - / //l l/ / / / /�/// //// �8 I 7' \ so Gv " (60' o \ c TELE III III III III III III III III III I- / / / \ • W. $3 \ F -III-I I I-I I I-III-III-III-III-III-I II I I REDI-ROCK - \ \ �- -- \--� \ / /j / / - l / / / 8 ZIA( \ 3 c Tv RETAINING WALL - - \- \ - - // / / - l/l / / / / // /TP.;o 03 f y(/Y dT-d73 C84 \ C COA (W/SPLIT RAIL FENCE) I - � \--,\\ "/ - - - - / / / II / // / / / ///INK'. �Oy/// / // IF-J740 � �D�E' PER a � APPROX. LOCATION OF UNDERDRAIN DETAIL TW. 374•of - - __ - , / - - I l r / / \ \ QUEEiV \ a LPG EX. 2" LOW PRESSURE STONE BERM DETAIL NO SCALE CF 4' F'iPEciFic�holy \ \ CB RY 3 / i / PUBLIC SEWER NO SCALE eW� 35aot I - �\\\`.// - - � / // I I I( I( / / / / / y'� � lNv.•37 0 _ / �/ `� // - \ \ \ \ 00 TF•381.0 I �tr(T .) LP HP 3 3 4 a / �\ (16HtMAX) 1 - - \\\��/i/- - - // IIII1111111 ( I / / // // / �//// // D INV 378. ^� \ w 1 / - \ _ � I I I I I I I I I I I / rxT 'NTSI&I // '� \ �a w w 83 °� I I I I I I I /// /�1l� S�9X// 16 V A \ 24 I I REMOVE TERMINAL CLEAN OUT AND TX� 315.-1-8.3 v TPA/ - - - - \ \ \ B3 I I III 1 I I I I I I I I I I I ///F�d Rll�// // \ \ \ \ _ - - 1 I co \ - - I'll - GV - - ` cB THERMOCOUPLE/FUSION WELD NEWLY LA�1DS N/F / - - - - -200� 111 1 11 I o I I �1/�iyMu�t/9T6/yE REQ. C8\ -\ / I so'SEreacK - +' CBl - -383 - - TF:±382.5 INSTALLED 2" HDPE SDR11 TO QUEENSBURY LAND CONSERVANCY - � 1 1 1 1 I 15' QC(-#L X 35'W) 24 TF.•3 5 \ •s - - - - TF.•381.75 (A EXISTING 2" HPDE SDR11. l EP 374 0 - - - _ _ I 1 1 1 1 1 I 1 1 � 1"( 1 � I - V 378.65 CB \ \ J 1 4 I \ \\ V.•372.5 �`� \ \ INSTALL 8 X8 X6 ANCHOR \ \ \ \�� \\ (SEE TOWN OF QUEENSBURY \ \ \ \\I I I I I 1 ( \ 0\\ �_ - 451 \ \� �,, TEE, 6" GATE VALVE & CAP I - \ / � I I 1 \ 1 \ \ \\ \\ �-�� \ � I � -� _ _ _ HYD. CB WASTEWATER NOTES V 379.5 TF:t3s2.s ) \ \ \ I I o \\ \\\\ - _ - - \ 80� I FOR FUTURE LATERAL, TYP. �� - - - - \- 178' \ \ \ \\ \ I 1 1 I -, z \ \\ \\ \ \ \\\ \\__- _- \ \ / I \ / _ PRETREATMENT FOREBAY OTT M LEV- BASIN - I\ 1 I I \ � \ \ \\\\ \\\\ - - `\ \ \ �o z " ` �� _ _384-TP13 BOTTOM ELEV. 360.0 BOTTOM ELEV. 359.25 ) �' \ \\ \ \\ - - \\ � \ \ ) I INSTALL 1-1/4 HDPE SDR11 LATERAL FROM I I � EX. LIGHT POLE TO // I - - \ \ I I I I I \\ \\ \ \ \Pi \ \\\\\�\\\\\ _ _ \\\/\ \\ \ \ \ "? I MAIN TO R.O.W., THERMOCOUPLE/FUSION (WELD � BE BRACED OR I \ n \ \\\ \ - \ -\\ \ a " / I RE-LOCATED DURINCI TOP OF BERM / ` 374 1 \\ \�( � \ \ \\ \\ �- - - \ \ \\\ \ \ - \ \ W I TO NEWLY INSTALLED 2 HDPE SDR11 MAIN.' ��/ - , ELEV.• 363.0 / 137' \ 1 I \ \ \\ \ --� - \ \ INSTALL STAINLESS STEEL CURB STOP/C ECK I I o CONSTRUCTION \ I II I I I I \�\ ��\�MEPTQ(dE�l L\_- �\ x \\ \\ \ _ -\ \ I VALVE "� SHUT DOWN MAIN UPSTREAM, PERCOLATION ON - / HYDRANT ASSEMBLY - - \ \ I 1 I 111 I I \I \ \ \ -47„ \\� __ �\ \ � \ \\� _ _ \\ /CLEANOUT ASSEMBLY AT R.O.W., TYP. I / DUMPSTER REMOVE CAP, INSTALL GV AND -I._ NYSDOT MEDIUM / / \ _ _ PER\QUEENSBURY I \ I I \ \ � � \ \\ \ ` \\\ \� /� \\, \ I ��, I ENCLOSURE 100-YR ELEV 36251 1 111 \ \ z \ \ -- \\ \\ - \ \ ,�\ \ \�\\ - \ \ I �� I TYP EXTEND MAIN AS SHOWN. TEST DATA I11 11 - - - - - SPILLWAY STONE FILL III 11 // - \ SPECIFlC,4�770NS (TYP.) I \ \ \ \ -, \ �\ \ �\ \ \�� - \� 1 \ I I EX. SEPTIC ABSORPTION�I I / (SEE TOWN OF QUEENSBURY -III -10-YR ELEV 361.92 ELEV 361.75 - 100-YR ELEV 361.86 - I 373 \ \ ( ( \ \ \ \ \ \ \ \c \ \-��` `�` �� \ I I \ I FIELD TO BE ABANDONED I I WATER NO PERC TEST #1: -I I 1-YR ELEV- 361.68 III 1I'- I \ �P \ \\\ I - - - - - / '• \ 1 \ \\ \ � \ � � - , 5� � � \<` -- -, \� \ \ \ III1 \ \ I I 57" IN PER HOUR -III II Il - Iv I -III I III II'- - \ --33 �� \ \ \\ \� \\ 1 I I 1\\� ,>\\ I I BUILDING 5 I o° I PERC TEST #2: 1 I I I I I I / \ 1 \ / \\\\ \ / 0� ��\ - \ �` � \\\\ I I -I I I III-III-III-I -III-III-I -I I-I I-I I'-"'-" - -' -III III-I I'_ / \ `�>6 \ \ \ - \ ---- --\\ `\�` \\ \ � \ I 47" IN PER HOUR ® 24" 10-YR ELEV- 359.49 / \ / \ .\\ \ 1 \\ \\\\ \ \ PROPOSED 60,OOOf SF I I -III - - - - - - - \ - / \ \\ \ � �\ \\ \ 11 I\\ \\\ \\\\\ \ \ \ `rn I -11 1--ill ELEV. \ \ \ i - \ \ \ \ \� \\\ \ \ 0 1 STORY OFFICE WAREHOUSE BUILDIN _-III I 1I- �\ - 1 l \ \\ \\\\\ \\ � I I PER TEST #3.• �I _ _ 359.25 _ 11 , I ` \ \\\\`\\ R� ��.�- _ \ l \ \\\`\ \\\\\\ \ ` I LOT 5 - AREA=3.77 AC � I 52" IN PER HOUR ® 24" SEE GENERAL NOTE #8 III - \ STARd!`WASgR MANA \ ` \\\\\`\\\\\ - - P00- \ \ \ � `I-��\�-�```\ \\\,\ \ B1 FFE 385 I_ III III II I GMENT AREA \ \, \\\ � - � \ \ \ \\\\\\ \\ I FOR FILL UNDER BERMS 1 I I I I I I I I I I \ \\ \ \ - °� 2 - - \\ -- --\- -- \\ \\ \ PERC TEST #4: I I -III-III-III-III-III- -III-III III-III_ 1'' \ \ \\\\ \\\��- \\ Zz \ \\A\3 \ F \ \ \\ \ \ \ \ \ \ \\\\\, \\\ \\ I " I 369 �3j \3 �E \\\ \ �_ _� ♦ \ O \ \\ - \ \ \ \ \ \ \ \ 55" IN PER HOUR ® 24 -III I I I I I I 4� . \-�- -\ \ \ \ \ \ � F \ \ \ \ \ \ \\\\ \\\\\ \ _ - - - 37 \ \ \\\ \- \\ - -� \ \ \ A \ \\\\ \ \ \ I 30' \ 372 \ \\\\\\��= �\ -<`� \`� 1 9� \ - \ \--- \\\\\\ \\\\\\\\\\\ \ \ - - - - I I PERC TEST #5: SPECIAL COMPACTION IS NOT NECESSARY WITHIN THE FOREBAY OR CONNECT 8" UNDERDRAIN I / \ - - \\\\,, \\\-_ \-- - \\ \ � . � *F \\\ \ \\\\\ \\\\ \\\\\\ \ \ - - - -300' I I 45" IN PER HOUR ® 24" INFIL IRA TION BASIN BOTTOMS ONL Y DOZER COMPACTION IS TO STMH WITH EMERGENCY NEEDED. INFIL TRA LION TESTING OF THE INFILTRATION BASIN SHALL DE-WA TER VAL VE \ SPILLWAY - -- \ \ \ \\ \\\ \\ \ \\ \ D _ I " " \ \ \ - -- \\ \\ \�\ \\\\�\\\ I \ \\ \\ \\ \\\\\\\\\\\\\\\ \ 20 - - - I PERC TEST #6: BE PERFORMED PER GENERAL NOTE #7. w TP14 53 IN PER HOUR ® 24 I INV.371.0 - - \ \ - \\\ \\ \ \\\ \ \ .` �/ 1 \ \\\\\ \ \� \ 1� \ N GRA I,�.L R - TX 308.20-1-9.1 I - \ \ \\ \ \ \ \ \\ \ I - AD LANDS N/F PERC TEST #7.• FOREBA Y &' INF/L TRA TION BASIN DETAIL \ \\ � A� \ \ \\\\ 11 I I \ \ \ - - �! 1 ll J l l l j\ \\\ \\\,\l\\�\ / Ada / \ \\\\ 1\\I I\I 1 11111111 I II II111111111 \\ \ \ \ I TOWN REC OF 4DEPTSBURY 45" IN PER HOUR ® 24" NO SCALE \ /- 1 1 / I \ - - - - - - /i i /--i/// � -////)l/ / ) ) I/ )/ )l / I l / 1 I 1 1 I I \ \ I 48" IN PER HOUR ® 24" / \ - - // // �/i // /// / / / / / // / I 1 1 1 1 \ PERC TEST #8: - \ _ / /� ///--�� ///� �� // //// /// / / / / / ), III 111 III I I I I 1 I 1 11 I- --\ \\ \ ----- --------- OWNER/APPLICANT: // // / // / / 1 1 / I III 1 II111 \`\\ - / `\ \ / I 11 \ J NATIVE DEVELOPMENT ASSOCIATES LLC \ i /,// //� ///�_% -_/i/��-_ %////// / / / I I I 1111\I \ �\�- �-,\\ \ \ \ 6 ENTERPRISE AVE, \ /,//%36%i///%� //i %%' // �/% // // l r I r / I I I \\\\\�\\ \\\\\\ I `\ \ \ TX 308.20-1-3.1 CLIFTON PARK, NY 12065 // /// /i��/� ---/, �/ --= �// 1 \ I 1 1 \\\\\` \\\�\\\� � - 1\ I \ LANDS N/F \ J /j// /z4- �//��3ao � / �j - - = / 1 \ \ \ � 1\\\\ \ \ \ EXIT 18LND. PROPERTY HOLDINGS LLC TAX MAP #: 308.20-1-9.2 ///// /////�/ //j//-j--330i i �-- - - - \ ) \ \ \ \ \ I ///ii /////// - I \ I I I � //i-�-_ '`\ \� \ 1 \ \ \ \ 2' i///i %/�i i i % - - �320- - _ / / , I 1 I /ii�ii//i --� i// // � \\\\\\ \11�\\� \ \\ \ N N N / \ \ \ N r'i Q ALTERATION OF THIS PRELIMINARY z --A- -ti �; I _ � J //// /// / - - _ /// � - I \ �o�o�oo�oo�c 3 / / /i/i /i i j i- - _ /i / / - � I/ /I I l \ v v �' '"' DOCUMENT EXCEPT BY A _ _ _ _ LICENSED PROFESSIONAL GRADING & UTILITIES PLAN _ _ \ Y Y Y Y ENGINEER IS ILLEGAL 0 0 0 o m O O O O�/ ) S�Op / j //// //�// //// - / // / \ t' �� Ep F If 12'W BENCH �I /l/// i i/i %// �//////_ __ /// �% //-,/ \\ \\ ` 3' O O O O 4-j 320// jjj 1 - �/% %/j//%/ - - % � � ///�/ / \ \ \ GRAVEL ROAD �, �, NATIVE DEVELOPMENT QUEENSBURY PEA GRAVEL sop , // //�/ / / �//� � // � - - - , / / \ \ \ GRAPHIC SCALE w w -Ll��_ - OVER FABRIC F � �/O-,/ / / // / / / / / - - - / / �/ // r \ FILTER FABRIC s" Pvc uD o / �% � --/��/�/�/ / - - - - R \ t•s Z Z 24 NATIVE DRIVE MARAFI 14ON - 3 DEEP ', / i// / /// //// / / / - ---:-7-'� \ / \ � � � --•_-� ALONG BENCH TOM �/D 1 i / / / / / / / / / - - - o 0 0 o WASHED so o zs so 10o zao - OF S OUn % //i/� ///%/// /i //i / \.i/ / \ O O O O PEA GRAVEL S.r''_'.,.'I- .',,.II-. . PEA GRAVEL DIAPHRAGM III �opF ETT /350 / %� // / // / _3,2- - 3, J�O�O�� N s 2.f5' c0 c0 � f'A TOWN OF QUEENSBURY COUNTY OF WARREN E - /// / o�o� � � z o v �" �. OFF EDGE OF PAVEMENT DETAIL = ITI�� //AN � , =,;� �; \ G / / / / / \ O O O O LI_I z z I•• A ` \,':'-•- 1.5"-2" ANGULAR z r• r STATE OF NEW YORK NO SCALE \ - j-�,-/ � CRUSHED STONE ( IN FEET ) o w w o •; r j3% / FILTER FABRIC 1 inch = 50 ft. 0 Z Z ~ > I ;:, I ENGINEERS LLP TX 315.8-1-10 c5 cD � L� +�11 --,] F SLOPE BENCH DETAIL LANDS N F MARAFI f40N o w wOf t ; :7 .2z o 411 union Street TOWN OF QUEENSBURY REC DEPT ~ d � ��"' `"`j ;� U Schenectady,NY 12305 NO SCALE INFILTRATION TRENCH DETAIL NO SCALE � � �`�OA 9457� `�`a n 518-37 w abden 1 om77-0379 0 o Rap \0I ' w g LUIGI A PALLESCHI P.E. DATE: SCALE: G. SHEET OF Ili [-� � oz N.Y.S. LICENSE NO. 94676 MARCH 16, 2020 1" = 50' 4899A-SUB5 3 5 N GENERAL NOTES: 2'X4' WOOD FRAME WOVEN WIRE FENCE SYMBOL 1. BASE MAPPING PREPARED BY ABD ENGINEERS, LLP FROM A MARCH 2O18 FIELD SURVEY AND MAP REFERENCES. (MIN. 14 GAUGE 10' MAX. C. TO C. SPA(X 6' MESH 1.5' MAX. _ STAKE�` 2. THE PLANS SHOW SOME KNOWN STRUCTURES, ABOVEGROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST 12 � FABRIC �\ 36' MIN. LENGTH FENCE WITHIN THE WORKING AREA. EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN ON SITE VEGETATION TO BE CLEAR CUT "' POSTS DRIVEN MIN, 16' PARnCULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE - Z/ � 3' MIN. -I� INTO GROUND. LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE ARE MAY BE DIFFERENT FROM THAT SHOWN OR MAY �=-!!a Try HEIGHT OF FILTER NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. __4 _II�L=Ilrj�ll I Via; W = 16' MIN. PROVIDE (48) HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P.O. (1-800-962-7962). =II R:: , ,L W Y.. k i AS SHOWN PRIOR TO PHASE IA �=�=� TX 308.20-1-15\ I �J °'a O?� �Oa W� 6 MI"' 3. SNOWFALL ACCUMULATIONS IN EXCESS OF FOUR (4) INCHES SHALL BE REMOVED FROM ALL PARKING LANDS N/F \ DROP INLET BURIED FABRIC F W AREAS/WALKWAYS WITHIN 48 HOURS. \ GROUND DISTURBANCE. WITH G RICHARD SWEET \ FRAME 1 1 PERSPECTIVE VIEW I\ / /� - 36' MIN. FENCE POST 4. THE PROPOSED PRIVATE ACCESS ROADS AND UTILITIES SHOWN HEREIN SHALL BE SUBJECT TO A RECIPROCAL \ \ \ / \ // STUMPS SHALL REMAIN BEYOND 1/2 GA WIRE FENCE (MIN. 14 EASEMENT AGREEMENT BETWEEN EACH OF THE APPLICABLE LOTS, WHICH SHALL ESTABLISH SHARED MAINTENANCE 0 //\ I �' 1/2 GAUGE W/ MAX, 6' MESH - 1' MIN. SPACING) WITH FILTER CLOTH RESPONSIBILITIES AND UNLIMITED INGRESS EGRESS RIGHTS. / ' r 20'MIN, \ \ // I I / , u \� GATHER EXCESS Fes_ UNDISTURBED GROUND 5. A STATEMENT SHALL BE SUBMITTED STATING THAT THE APPLICANT WILL INSTALL ALL IMPROVEMENTS IN \\ \ //��/ III / - - _ _ _ �/ PHASE 1 & 2 UNTIL FUTURE AT CORNERS � COMPACTED SOIL-- [T16'MIN. ACCORDANCE WITH THE STANDARDS PRESCRIBED BY THE DEPARTMENTS OF THE TOWN HAVING JURISDICTION, AND / - - �' EMBED FILTER CLOTH SET ALL MONUMENTS AS SHOWN ON THE FINAL PLAT THEREOF IN SUCH MANNER AS THE BOARD MAY DESIGNATE. TX 308.20-1-16 \\ \\ I I I I / / / / I \ C❑NSTRUCTI❑N SPECIFICATIONS A MIN. OF 6' IN GROUND, LANDS N/F - - \ I I I I I i\ \ \ \ \ \\ GRADING PERMITTED■ SECTION VIEW 6. EACH INDIVIDUAL LOT WILL REQUIRE SITE PLAN APPROVAL. THE MASTER SWPPP SHALL BE MODIFIED AS NECESSARY I MELVILLE TRUST & BARBARA STAIB \ \ \ I I \\ \ \ 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY ON A LOT-BY-LOT BASIS. I \ \ \ \ \ \ \ BE USED FOR SHORT TERM APPLICATI❑NS, C❑NSTRUCTI❑N SPECIFICATI❑NS \ \ \ I w\ \ \ \ TX 308.16-2-14 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF \ I \ \ \ \ \ CULVERT JOINTS ARE NEEDED THEY WILL BE OVERLAPPED T❑ THE NExr STAKE. 7. FILL MATERIAL USED TO CONSTRUCT THE INFILTRATION BASIN SHALL BE TESTED BY A GEOTECHNICAL FIRM AFTER \ \ \ \ \ \ \\ \ \\ \ \ LANDS N/F 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES " \ INLET 3. STAKE MATERIALS WILL BE STANDARD 2' x 4' WOOD OR EQUIVALENT. OR STAPLES. POSTS SHALL BE STEEL EITHER 'T' OR 'U' TYPE OR HARDWOOD. PLACEMENT TO DEMONSTRATE AN INFILTRATION RATE GREATER THAN OR EQUAL TO 10 PER HOUR. THE APPLICANT ''III 1",llillillillllllll1111111111ilillill'I \ \ \ \ \ I CYON PROPERTIES, INC METAL WITH A MINIMUM LENGTH ❑F 3 FEET, SHALL NOTIFY THE TOWN PRIOR TO PERFORMING THE INFILTRATION TESTS, SUCH THAT THE TOWN CAN WITNESS IF \ \ \ \ INI/.•370.0 PROPOSED TREELPNEA'L 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES N 07.57'26" E \ \ \\ � / j�/ \ \\ \ \ (LIMITS OF CLEARING) 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A SPACED EVERY 24' AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, THEY SO CHOOSE. THE RESULTS SHALL BE PROVIDED TO THE TOWN. THE NUMBER OF INFILTRATION TESTS SHALL MINIMUM 18 INCHES DEEP, SPANS GREATER THAN 3 FEET MAY BE BRIDGED 19.74' \ ( / / � \ 850 LF / WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 6' MAXIMUM MESH OPENING. CONFORM TO THE NYS SMDM. p \ \ \ / / / \ 36" CULVERT 5, FABRIC SHALL ITBE EMBEDDED BE 1 FOO Y INIMUMFASTENEBELO TGROUND E OS ND A AND FRAME. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE ❑VER- 04 N 08.27'40 8" E \ / / // ® 2.0% / LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, 8. CONTROLLED FILL SHALL BE FREE DRAINING, CLEAN GRANULAR ON-SITE OR BORROW MATERIALS, FREE OF ORGANIC \ / 6. A 2' x 4' WOOD FRAME SHALL BE C❑MPLETED AR❑UND THE CREST MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. MATERIALS, DEBRIS, FROZEN MATERIALS, ROCKS OVER 8 INCHES IN DIAMETER HAVING LESS THAN 10% FINES Z 17.80 \ S 8374-57" OF THE FABRIC FOR OVER FLOW STABILITY. ° \ \ E / 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIR❑FENCE, OR APPROVED EQUIVALENT. PASSING THE 200 SIEVE. CONTROL FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS, W \ \ \ // / MAXIMUN DRAINAGE AREA 1 ACRE 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN COMPACTED TO 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM SPECIFICATIONS D-1557-91 DENSITY. N TP3 \ \\ // // 1 < 'BULGES' DEVELOP IN THE SILT FENCE, N 06.36 04 E \ \ \ CATCH BASIN ADAPTED FROM DETAILS PROVIDED BY- USDA - NRCS, 9. REFER TO THE GEOTECHNICAL REPORT PREPARED BY DANIEL G. LOUCKS, P.E. DATED FEBRUARY 24, 2021 FOR 31.84' \ \\ I l \ \ \ - 1183 95 INLET PROTECT/ON DETAIL NEw Y❑RK STATE DEPARTMENT ❑F TMENTAL CONSERVATION, SILT FENCE DETAILED INFORMATION REGARDING SOILS, FILL, AND CONSTRUCTION RELATED REQUIREMENTS. Ll.I \ ZZ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, I y \ \ i I / \ NEW YORK STATE S❑IL & WATER C❑NSERVATI❑N COMMITTEE \ \ \\ \\ TP2 I ( I I\\\\\\\ \\ \ \ \\ II I 388\,3 8,9 _ k MAP REFERENCES: F�� /e° �° I � \\\\ \\ \\ \\\ \\\\ \ - -3es� � -\_ _ \EE uNE 1. MAP ENTITLED "MAP OF A SURVEY MADE FOR COLUMBIA QUEENSBURY GROUP", PREPARED BY VANDUSEN & \ \ \ v - - _- SYMBOL STEVES, DATED JULY 28, 1994. M°� Z 1 \\\ \ -\ \ \\\\\ \\ \ - \ \ / - - _ - - - i 50'MIN. i EXISTING // I \ I \\\\ \\�\\\\ \\ \\ \\ __ - - - / GRAVEL _ - PAVEMENTFl 2. EXISTING UNDERGROUND UTILITY INFORMATION WAS PROVIDED FROM THE PLAN TITLED "NATIVE DRIVE, NATIVE \ J/ \ \\\ \\\ \\ \ / ' - -386- ROAD - - - ^ 6'MIN. *MOUNLTAB:�LE / / �\ \ \\ \\\ -_ \ / -_ -_ TP1 - _ � / ` EXISTING�� FILTER-/ } BERM TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, DATED 9/29/03 & LAST REVISED 3/5/04, & THE PLAN / / 1 \ \\ \\\ \ \ \ / � \ / __ - \ GROUND CLOTH PROFILE (OPTIONAL) TITLED "SEWAGE DISPOSAL DETAILS FOR NATIVE TEXTILES", PREPARED BY HERSHBERG & HERSHBERG, SHEET 4 OF / / \ - - J 6i _- � \ I 1 \\\\ \\ - \ \ / / \\ - I I- - _ _ _ ) / 50'MIN. 4, DATED 9/26/04. OTHER UNDERGROUND UTILITIES MAY BE PRESENT, THAT ARE NOT SHOWN HEREIN. TX 308.20-1-17 CD / / - __3a \ \\ \ - / / - - _ / / \ ' I I \ \ \ / \ I - - - - - - / • 10, MIN. 3. EXISTING LOW-PRESSURE PUBLIC SEWAGE FORCE MAIN INFORMATION WAS PROVIDED FROM THE PLAN TITLED LANDS N/F / \\ \ / 197.8' - _ - EXISTING CHRISTINE LORETTA DAVIS \ / / \ I I ' \ \ \ \ \ ' / / \ I - / � GROUND � "CAREY RD. SEWER DISTRICT, MAP, PLAN & REPORT, GRINDER PUMPS WITH LOW PRESSURE SEWER", PREPARED BY \ ,�aa' / \ \ I 1 \ �, // / \ � I 12'MIN. 12'MIN' EXISTING THE CHAZEN COMPANIES, DATED 4/21/16. \ _ (O - - - / \ \ , \\\\ \��Q\ \ \ \ / \ I I � I + PAVEMENT N / \ \ I I ' \\\ 17\ \'-�\ \ I I I PLAN VIEW 10, MIN. / \ \ \ \\\ \ \ \ \ LIMITS O TEMPORARY SLOPE I TOWN OF QUEENSBURY WATER NOTES: \ II ' \\ \\\ \ \ \ ' \ I I // \ 11 \\ \\\ \ \ \ \ FOR PHASE 1 /I I C❑NSTRUCTI❑N SPECIFICATI❑NS 1. ALL PIPE, FITTINGS, VALVES AND HYDRANTS SHALL MEET TOWN OF QUEENSBURY WATER DEPARTMENT \ / , \\ \ / I I SPECIFICATIONS. SHOP DRAWINGS FOR ALL VALVES, HYDRANTS, TAPPING SLEEVES, PIPES, VALVE BOXES AND LIDS 1 ' \\ \ \ \ \ 4\ \ / I I 1, ESTONEQUIVALENT. SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE LABELED "WATER" SHALL BE SUBMITTED TO THE TOWN OF QUEENSBURY WATER DEPARTMENT FOR APPROVAL. / \ / \ \ \ / v � EQUIVALENT, - - - - - -386- - __ / - / I I , \ \ \ / \\ \ / / I I o 1 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A CL-52 ZINC COATED PIPE, VALVE ALIGNERS, AND BLUE BOLTS ON THE FITTINGS SHALL BE PROVIDED. THE PIPE WFUTURE GRADING ' I I I \ \ \ ) / )/ \ \ \\ / I I 30 FOOT MINIMUM LENGTH WOULD APPLY), SHALL BE PRESSURE TESTED AND CHLORINATED PRIOR TO COMMISSIONING. N11 \ \ \ \ I \ / / I I I /)/ / \\\ \ // I I 3. THICKNESS - NOT LESS THAN SIX (6) INCHES, . I I ' \ \\\ // // / / // L/ - // / I I / 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT s (INCLUDING THE I I , 1 I / _ - ) \\�/ / TP16 / I I / ENTRANCE T H TO SITE. OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE TOWN OF QUEENSBURY WASTEWATER NOTES: I ) I / / - 5, GE❑TEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. I I "� /� / % I 1. THE MANUFACTURER SHALL FURNISH COMPLETE FACTORY-BUILT & TESTED GRINDER PUMP STATION(S) EACH Z REMOVAL O F STUMPS ' I I ' I I I I \ \ I I I / _ /. / / I I MI 6, SURFACE WATER - ALL SURFACE WATER FL❑WING OR DIVERTED TOWARD PING C❑N- I I I / I _ _ -/ / / _ _ , / N STRUCTIDN ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS CONSISTING OF GRINDER PUMPS SUITABLY MOUNTED IN A TANK CONSTRUCTED OF FIBERGLASS OR HIGH DENSITY IMPRACTICAL, A MOUNTABLE BERM WITH 511 SLOPES WILL BE PERMITTED. I POLYETHYLENE (HOPE), ELECTRICAL QUICK DISCONNECT (NEMA 6P), PUMP REMOVAL SYSTEM, SHUT-OFF VALVE & 11 ' I 1 \\ I I I 11 � / I / \\ / I I I - - 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL CHECK VALVE WITHIN THE BASIN, NEMA 4X ALARM PANEL WITH THE OPTION OF REMOTE MONITORING, & ALL TO B E PERMITTED ' I I I \ \ \ \ I I \ \ \\ \ / / \ / I / PREVENT TRACKING DR FLOWING W OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY NECESSARY WIRING & CONTROLS. THE PUMP, TANK & PANEL SHALL BE LISTED WITH THE UNDERWRITERS \ \ \ I I \ \ / \ / �& I I MUST BE REMOVED IMMEDIATELY. LABORATORIES (UL) AS A COMPLETE STATION. NO THIRD PARTY TESTING TO UL STANDARD WILL NOT BE ALLOWED. II \ \ \ \ \\ \ \ - - \ pO I 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE O N A LOT-BY-LOT BASIS ' I I ' I )\I I I I I I \ \ �� I I I AND WHICH DRAINS INT❑ AN APPROVED SEDIMENT TRAPPING DEVICE, ( ) 1 I I I I \I \ \\\\ \\ \ LANDS N/F � 9, PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 2. THE PUMPS SHALL BEAR THE SEAL OF NSF INTERNATIONAL. THIRD-PARTY TESTING TO NSF STANDARD IS NOT C° 11 I I I I \ \ \\ \ - / I RAIN. ACCEPTABLE. THE PUMP(S) SHALL BE A SEMI-PROGRESSIVE CAVITY STYLE PUMP. IT SHALL BE CAPABLE OF 1 I \ NATIVE DEVELOPMENT ASSOC. LLC \ I I REDUCING ALL COMPONENTS IN NORMAL DOMESTIC SEWAGE INCLUDING A REASONABLE AMOUNT OF "FOREIGN GENERALNOTE #6 ' 111 I I I I I I I \ \ \ \\ \ ' - / I I I ADAPTED FROM DETAILS PROVIDED BY USDA - NRCS, STABILIZED(SEE ) \ \ L.5683, P.286 I - / NEW YORK STATE DEPARTMENT OF TRANSPORTATION, OBJECTS", SUCH AS PAPER, WOOD, GLASS, WIPES, RUBBER & THE LIKE, TO FINELY-DIVIDED PARTICLES WHICH WILL 1 I I III \ \\ \ \ TM 308.20-1-9.2 / I I I NEW PORK STATE DEPARTMENT OF ENVIR❑NMENTAL (COMMIT ATIDN, CONSTRUCTION PASS FREELY THROUGH THE PUMP & THE 1.25" DIAMETER STAINLESS STEEL DISCHARGE PIPING. THE PUMP(S) \ \ \ # \ NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ACCESS ( ) ' 11 I I I I I I 1 I I \\\ \\ �\ \ \ / / CONC PAd I SHALL BE CAPABLE OF DELIVERING 15 GPM AGAINST A RATED TDH OF 0 FEET. 11 GPM AGAINST A RATED TDH OF w 11 ' I I I I I I I I I I \\ \\\�\ \ \ \ TOTAL LAND AREA� I / I \ / I I I 92 FEET & 7.8 GPM AGAINST A RATED TDH OF 185 FEET. THE PUMPS MUST BE CAPABLE OF OPERATING AT A ' ' I I I I I I I I I I I \ \\\ \\ \ \ \ 1,453,604f S.F. / \ I / / I \ / NEGATIVE TOTAL DYNAMIC HEAD WITHOUT OVERLOADING THE MOTOR(S). THE PUMP SHALL HAVE REDUNDANT RUN II ' I I \ \ \\\ \ \\ \ \ 33.37f ACRES/ \ 1 / I / I BUILDING 1 I \ / FEATURES. Z I I I I I I I I I I I I I �6, \ \\ \\ \ \ I I / I EXISTING 117 000± SF I / - SPACING VARIES SYMBOL TX 308.20-1-18 \ N ' ' I I I I I I I \ \ o \\ \\ ` \ / I � / I I L / DEPENDING ON 3. THE ALARM PANEL SHALL BE INCLUDE A NEMA 4X, UL LISTED ALARM PANEL SUITABLE FOR WALL OR POLE LANDS N/F o I I I I \\ n / I 1 STORY OFFICE WAREHOUSE BUILDING - CHANNEL SLOPE KENNETH S HOSTETLER \ Z I I I I I I I I I I I I \ \ \\ \\ \ � \ I I / / 22.s' / I X -► -► MOUNTING. IT SHALL INCLUDE A GENERATOR RECEPTACLE W/ AUTO TRANSFER CAPABILITY. THE SUPPLY CABLE \ LIMITS OF TEMPORARY SLOPE 11 ' \ \ \ \ �0 I "' 1. \ ( o A BETWEEN THE PUMP & ALARM PANEL SHALL NOT BE SPLICED. THE APPROPRIATE LENGTH OF CABLE SHALL BE / N SAME ELEVATION INSTALLED W AMPLE SUPPLY CABLE FOR SETTLING LOOPS. THE CABLES CONDUIT SHALL BE SEALED IN THE PANEL D BUILDING I`r I 2 \ p CUTOFF TRENCH CREST / \ FOR PHASE 1 1 �+ I I I �I I OVERHANG / � o 18' WIDE TOE //S(pp H 24' MAX USING DUCT SEALANT AT ALARM PANEL PENETRATION. ALL ALARM PANEL PENETRATIONS SHALL BE THROUGH THE \ I I I \ \ \ I \ / / I FFE 388 I I \ °' 6' DEEP E @CENTER BOTTOM OF THE PANEL. BACK OR SIDE PENETRATIONS ARE NOT ALLOWED. ' I I ' ' I I I OA$t \, I / I PR❑FILE A_ � - _ � III \ � \ \ I / / I I GROUND LINE N❑r r❑ SCALE 4. INSTALLATION SHALL HAVE A FACTORY TRAINED/AUTHORIZED SERVICE CENTER PROVIDER WITHIN (60) MILES OF \ \ \ -384- - - - 1 ' , \ \ \ \ \ \\ \ \ I /N\ \ \, \ /1\ I / / I I ,\ I B MIN. H (Ft) QUEENSBURY & OUR EMERGENCY CAPABILITIES. STARTUP SHALL BE SCHEDULED WITH MANUFACTURER'S I \ \ \ \ �� PT6 \\\ \ \ \\/ I / I / \ X = SLOPE (FT/FT) CERTIFIED TECHNICIAN & ALL PAPERWORK SHALL BE FILED WITH THE TOWN OF QUEENSBURY WASTEWATER I I DEPARTMENT. \ -\ \\ / ' I I \ \ \ \\\�\\\\\\\ \\ I \ \ \\\ \ \\ � \ I \ CHAINLIN /FENCE I I I / FABRIC-' DITCH BOTTOM lb \ \\ \ \ \ \ / 5. DISCHARGE PIPING SHALL BE 1.25" HDPE (SDR-11) FOR SIMPLEX STATIONS & 1.5" FOR DUPLEX STATIONS. PIPE \ / I 1 ' \ \ \ \\\\\ \ \ / ) \\ \\\\\ - - I I / / \ CUTOFF TRENCH 2 2 � \ \ \ \\ \ \ I \ \ \ m B DESIGN BOTTOM 1� 1 24' MAX SHALL HAVE A 304 OR 316 STAINLESS STEEL CURB STOP/CHECK VALVE/CLEANOUT ASSEMBLY PLACED AT THE \ \ \\ / II ' o \ \ \ \\ \\\\\ \\ \ / / \\ \\\\\\\ I \ I I / / I 1 ( SECTI❑N A-A @ CENTER RIGHT OF WAY/PROPERTY LINE BOUNDARY. AN ARCH STYLE CAST IRON CURB BOX WITH A STAINLESS STEEL ROD \\ \\ \ __ / - - - - - - ' � O I \ \ \\\\\ \\\\ \ \ \ \ \ \\\\\\ I 1 �\ \ I I ' / I z N❑T T❑ SCALE "SEWER". ^� �, TO THE CURB STOP SHALL BE PROVIDED. THE CURB BOX SHALL BE EQUIPPED WITH A CAP LABELED SEWER'. / \ ' I I I I \ \ \ \ \\\ \ \\\ ) \ \ \ / / , \ I I I / 1� 1 TRANSITION BETWEEN PIPE & CURB STOP/CHECK VALVE/CLEAN OUT ASSEMBLY SHALL BE BY PLASTIC W/ INSERT \ \\ - - - _ _ _ _ _ \ I I , III I \ \ \ \ \ \ \ \ \ \ \\ \ 1 \ \ I I/ ro FILTER FABRIC LJ 1 OR BRASS W/ SS INSERT COMPRESSION ADAPTERS. CONNECTIONS BETWEEN PIPES SHALL BE A FUSION WELD OR \\ \\\ \ \ \\ 11 ' I I \ \ \\\\\ \ \\ I � O \1\ \ \ \\ , I \ \\ I 11 I SECTION B-B THERMOCOUPLERS. PIPE SHALL BE LAID WITH SOME SLACK & HAVE 5' OF COVER. TAPPING SADDLE SHALL BE - w \ TP5 \ \ \\ \ 1-1 ' I I ) \ ) ) ) ) ) 1 I I I I s1\ \ I \ I I I I I / NOT TO SCALE EITHER STAINLESS STEEL OR BRASS. INSTALLATION OF TRACER WIRE RECOMMENDED. \ \ \ ' 11 ' / I l l l/ J �IV JF71.10 I � I I/ I I / C❑NSTRUCTI❑N SPECIFICATI❑NS 6. NEW TAPS INTO EXISTING HDPE PIPE SHALL BE INSTALLED USING AN ELECTROFUSION METHOD. ALL OTHER \ � \ \\ \\ I I / // ( / / / T / ) ) I I 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, METHODS OF TAPPING SHALL BE SUBMITTED TO THE DIRECTOR OF WASTEWATER FOR REVIEW. \ O \ \ \ � - TP4 - - l - // / I / / / / E /, / / /` I o I/ I TX 308•� GRADES AND LOCATIONS SHOWN IN THE PLAN, \ .q \\3 \ \ \ ' I // I / / / / C, 1 I 1 TEMPORARY // \ I N I LANDS 2, SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST 7. EX. 2" LOW PRESSURE PUBLIC SEWER MAIN CONTINUES NORTHEASTERLY ALONG NATIVE ROAD TO A CLEANOUT AT Z >6\ \ 380_1 \ I I / / 6� / I I III ail MI I NORTHEAST POW UUPSTREAMODAM.rREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE CAREY ROAD, AT WHICH POINT THE SEWER BECOMES A 4" MAIN & CONTINUES NORTHEASTERLY TO THE \ \ \ �� 111 I / I I / /-� STONE_CH-E-CKD IVI 6 ITP9 I I I 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO INTERSECTION OF CORINTH ROAD. THE 4 MAIN CONTINUES EASTERLY ALONG CORINTH ROAD TO A RECEIVING PROPOSED TREELINE \ \ \ \ � 11 / $ n / I I III , W - I I PREVENT CUTTING AROUND THE DAM. GRAVITY SEWER MANHOLE NEAR THE INTERSECTION OF BIG BAY ROAD. (LIMITS OF CLEARING) \ \ \ \ / / I I III / BETWEEN z / \ I I I 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR ' ' ' / / / I I / \ AND EROSION WITH STONE OR LINER AS APPROPRIATE, $, THE NEW 2" HOPE SDR 11 MAIN SHALL BE TESTED TO ENSURE INTEGRITY. ALOW-PRESSURE AIR TEST OF NO TO PROPERTY LINE � \ \\ \ \\ 11 / / /// / I / I / 1 1 w / I I 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW TX 315.-1-8.2 \ T \ 11 /// // // / / I I /OHASE 1 &2 � I CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. MORE THAN 15 PSI FOR 10 MINUTES MAY BE ACCEPTABLE. LANDS N/F \ \ \ \\ 1 1 //////��/ // / //// / / I 1 I I I I / g6� / / I I I MAXIMUM DRAINAGE AREA 2 ACRES. FAITH BIBLE CHURCH \1� \ \ \ -4 ' ' ' �//////// /j/ /11 j/ // ) ll l l/� / I I I 9. RECORD DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY TO THE WATER/WASTEWATER DEPARTMENT IN AN ADAPTED FROM DETAILS PROVIDED BYE USDA - NRCS, � \ \ \\ \ //////// //// / /// / ,///// / / I I NEW YORK STATE DEPARTMENT OF TRANSPORTATION, ST❑NE CHECK DAM ACCEPTABLE FORM. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, a�2\ XX \\ \\ \ \ - / \ I I ' ' //// / / / // ,F'T4 / ///// / / - - - / I NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE THE OWNER AND CONTRACTOR SHALL COMPLY WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED i1`o \ \ \ \ \ - - - \ / //// // � � / / /////I / / - - - - - / I I / FOR THIS PROJECT AND AS A MINIMUM IMPLEMENT THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES: // ,\\ \\ \ \\ \ - II //////// ///////// / '/ / / / ///// / / I I \\\ \ \ \\ \ - \ //////// // / / / / // / / I I / - CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE NEW / / -)\\\ TP6 \ \ \ - __ ///// / / // / // / 1 YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. �56b" ) \ \ \ \ / // /// // //// / / / / // // �// / / CON(. I I I \ /// ////// / / /// / / / TP10�� I -w NDING I // / DAYLIGHT 2409 OU ET /// / /// // / / I / / , / SL I I - INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLANS OR DETAILS AND AS // XX / //// / //// / / / / / / / Ps L -DOCK DOORS I \ I NEEDED DURING THE GENERAL COURSE OF WORK. � // / AND INSTALL \TEMPORARY 9YOIg / ////////I / // / / / / t 10 //// \ \ \ / / // // // // / / ' ,�w / - - DOCK DOORs 220 7' 3 - SOIL EROSION WILL OCCUR AFTER EVERY RAINFALL UNTIL TURF IS ESTABLISHED. IT SHALL BE THE OWNERS \/// / *RIOR TO PPPPP ASE 2 \ \\ // ION ) I// // / / / / / a - - - - - - - - - - - I / � I � RESPONSIBILITY TO REPAIR EROSION AFTER EVERY RAINFALL. FAILURE TO REPAIR MINOR EROSION WILL RESULT N // / \ \ \ / / / / // / -P�T3 / ( / / / / / / / I/- - /� / \ - - - _ - J MAJOR EROSION AND POSSIBLY PAVEMENT AND STRUCTURE FAILURE. \ \ \ / / I CONr, SIDEWALK - - / I L PRIOR TO SITE DISTURBANCE, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN - PLACE. / / \ \ // /A/, / // // // // / / / \ I N / /I \ \\ \\ \\ 1 / //////////// ( // // / // / / , // I ' I // EXISTING \ I11 _ - - - -386- - \ / I N - TEMPORARY INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE PADS AT ALL LOCATION WHERE CONSTRUCTION / / - \ \ \ \\ , I I /// /�,/� � \ / / // / � / / // I � - � CONCRETE I II \ � � / VEHICLES WILL ENTER ONTO PUBLIC STREETS. / ,� - __ \ \ \ I // f/(//7/ // �/ 37,2f/LF / / /// // / l/ o ' _ I i \ I I \� / - - EXCAVATION WORK CARRIED OUT DURING PERIODS OF INCLEMENT WEATHER SHALL REQUIRE ADDITIONAL EROSION � / % - � \ \ \ I / /j// /l(// /////// // �®H 5E /// // l l,� ' I I \ / CONTROL MEASURES AS MAY BE NECESSARY BASED ON CONDITIONS. � / \ / I \ \ I ///��/// I / I // // / 7. I / // / / / / 1 , -< I / _ _ -385- - - - - ADDITIONAL EROSION CONTROL METHODS INCLUDING SOIL STABILIZATION MATS. PLACEMENT OF STONE. PLACEMENT / I \ ' // XX / II I II I I I 1 I / /// /// / / / / ' 1 I / I OF SOIL MAY BE REQUIRED DUE TO CLIMATIC CONDITIONS (EXCESS RAIN, ETC.) /�`� \ � � / I \\ ,� o I /// ///,//�// I/ I \ \ I // //// / / / ' �� CB INLET , ) I I / / \ �' I j ///� /��/,/ J \ \ I // // // // ll l l l PROTECTION 1- I I I to SPRUCE / I \ / - VEGETATIVE STABILIZATION OF DISTURBED AREAS TO BE MULCHED AND/OR SEEDED BEFORE NEXT WORKING DAY. i \ \ / / / 36�1/ ff 2 / ////// // // / / / \ , ��- ExlsnNc I / 384- - - - - PLANS SHOW TEMPORARY SOIL EROSION AND STABILIZATION MEASURES WHICH SHALL BE MAINTAINED UNTIL ALL / / // /l V/ /353. / / \ / . , V ASPHALT \ SPRUCE / AREAS ARE STABILIZED. v v v� \ o v v 1 � / ////� uT.•3 / / c�3/(4�j/// // / / / ( TYP v y \ � \\\ v� \ � \ / / //// / / /TF37 .6// /// / l l/ ' \ \ $„ / \ \\\\ o\ \ (o \ ' � �// //// / ( 4- IkV\/N.W3/51 ( ( / / / ' - - - - - - \ ) \ \-7 NE \ - THE CONTRACTOR SHALL BE RESPONSIBLE TO SEED AND MULCH (OR HYDROSEED) AND TO PROVIDE AN ADEQUATE \ \ \\\\\\ \ \ I'�/ j//// 1$ ?NVJ ft,T71..� ) / - - - � - WATER SOURCE AND HOSES FOR GERMINATION OF THE SEED. \ \0�o \ \ \ \ 11/z,�/ // 2I4"11NI %U/T.•1(3�0/5/ 1 , / I / - �\ \ - \ \ \ / / / ' / STAGING AREA 6 � \ DURING WINTER CONSTRUCTION FROM NOVEMBER 15 TO THE FOLLOWING APRIL 1, THE APPLICATION OF SOIL \ \ \ \ - / // I / / / // / J 6" �__- 11\ I 1 o STABILIZATION MEASURES SHALL FOLLOW THE NYS SSESC SECTION FOR WINTER STABILIZATION ON PAGE 2.38. \ \\\ \ \\ _ _ / // /// // ��I // ///////// // J ' W/ TOPSOIL � i/ ��1 I I I I Z -1 \ \ - - - -_ I /� �// /� / // / 7 // / / PWE w\ w a- \ \ \ - 1 / - _ / / / / LL / J I , Om �Y \\ __ - �\ / - \ I / / /��//% / // / ) T.S STOCKPILE I I I / \\I ) M ¢a SOIL IMPACT MITIGATION: / \ � � l / � ) / ) / / / ,< /� //�� /� / ' \ TPII /\ I I / I111 �'- - - 11-1 / \ - -' I I \ / //// / / /0�_- ,/��/ �// P�1 // / \ REA, TYP. / \ I/// EXISTING III I - 383- - � 1. CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH APPLICABLE SOIL AND EROSION CONTROL REQUIREMENTS ( _ - \ / / /i i // /i /i I I \�s / 4 \ \ I / / // / / i//- -,�- � / / / ' \ I I I STORMWATER I (NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL). �o \ � / // \ / /-- / /// / / / / / � / I AREA III A �� / / \ \ \ \ \ I \ \\\ \ // j///////" _/ - - /j // / / / / / / \\ I / I I 1 I I j 2. IMPLEMENTATION OF THE FOLLOWING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES: \\\ \ \ ) I / / - \\\\ \ \ ////i36o� // /// / / // // // / I /// � -PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, A STABILIZED CONSTRUCTION ENTRANCE WILL BE INSTALLED / / /_- - / rn - \ I I / \\� - \ / / - \ \, -\ // / - , // // /// - - - 1 " PINE 11�i, I n / AT VEHICLE TRAFFIC ENTRANCE AND EXIT POINTS. \360� \ �) / / _ \ \ \ \� \ ////////, - / / / / // / // l - - I J I I U81A I 1 I I -DUST CONTROL MEASURES WILL BE IMPLEMENTED AS NEEDED, SUCH AS WATER TRUCKS. \\ - I \ \ -- - - \\ \ / / // / / // / 1v/ ft" - - - - \ " 381.75 \\ \ / / // - -- - // / // - / F, ) \ -MATERIALS SUCH AS TOPSOIL AND STONE WILL BE TEMPORARILY STOCKPILED ON THE PROJECT SITE DURING \\ \\ \ - / ✓ \\ � - \ \ \\ _ a 36 / / l �� 3a � I INV 378.7�1 � �.$ \ CONSTRUCTION. i \-\ \�\ - � I / C-3S6 � �-_ - \ \ \ \ \ / - - // ////// �3 / / / 4� "\ cP�, v' \"`� I 1\\\ \- J ( _\ -_\� \ \ \ \\�\ / /-i_� � - // /////j//j/ / \ F \ \ °� \� P NE / \ -A SILT FENCE WILL BE CONSTRUCTED ALONG THE AREAS OF GROUND DISTURBANCE, AS IDENTIFIED ON PROJECT o \\ - - - \ -_ - - / \ // ///// / \ �+ M III/ � PLANS. THE SILT FENCE WILL BE INSPECTED DAILY AND AFTER SIGNIFICANT STORM EVENTS AND WILL BE - -372- \ -- - - - 3 \\ � � � - � - i // / ) ////// // / / \w �� z' / l/ � MAINTAINED AS NEEDED. - - s8- � _ / /-` \ / / ' / / - 1/ l 13 � � SILT FENCE SILT FENCE \\� - --- - - � �__ \ _ - __ - / / / / // //////// / / J� 5 0 //[ / \ (,� �'�, - HP 384 0 - /( / 82- \ 1 1 10' -TEMPORARY SEEDING WILL OCCUR ON AREAS THAT ARE CLEARED OR GRADED WHERE WORK HAS STOPPED - - - � __ D� - - - - - - - J / // / I AL' pw� l u. W t \ \ TEMPORARILY OR PERMANENTLY STABILIZING THE SOIL WITH TEMPORARY VEGATATIVE COVER. Al SEE NO TE 2 FOR ( ) \\ __�\�� - - ) - - - - ` / // // / /// /// /// /") //�� E N/ \ \ w (6Q' \ \ -SILT FENCES AND TEMPORARY SEDIMENT TRAPS WILL BE USED TO INTERCEPT RUNOFF TO REDUCE THE AMOUNT - - - __ - \ , i �__i /l l /// // / / / /// ////T� 8. \ " W \ \ ANCHORING /j/y(/� ' _,�73 CB4 \ Ann C Dl✓ \ �$ \ `� M REQUIREMENTS OF SEDIMENT LEAVING THE SITE. w - - I \ - - - j j% - - I I ////// // // // / / // // / / \ \ IF.•37Ji0 P Q 8 ,� �\ �\ 3. MITIGATION MEASURES TO BE IMPLEMENTED: - \\\\ / - - - / / / / / _ / // INI/.•37 0 RY 3 /i//�//i// / p // -AREAS THAT WILL BE VEGETATED WILL BE SEEDED, MULCHED, AND MAINTAINED AS OUTLINED IN THE PROJECT \\ �, / - - - j/ / \ III\I (I I( // // / / I / �LF�/#�// �\ \ 2 PEC/F/C�T/ON / / / /�� 2 �� PLANS AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. \ \-, / - - - / 1 I ( /// / ' // / �%///�/ / \ \ \ 1 _�\�-�T W HP 3 3 // ' /,, /\ \/ -SOIL RESTORATION WILL BE COMPLETED WHERE SOILS HAVE BEEN DISTURBED AND WILL BE VEGETATED TO \ o _ - \\ / - - / I 1 1 I I I I / / �rT��a /dF/ / / \ I I \ 4 /�//�//�//� /�//�//�, \ / Ji I I II I I I I I I III lR F 5� X/ / \ \ \��\/�\/�\/�\/�\/�/ / / /�n/�/z /��/ \� RESTORE HEALTHY SOIL. \ / \ I I I I III /// / q / \ I \ \ \ �* /��// // //�//�//�//X//,//�//�//�//�//\\/ -SOIL RESTORATION WILL FOLLOW PRACTICES OUTLINED IN THE NEW YOR STATE STANDARDS AND SPECIFICATIONS z TP8 I I I I 111 I I / �I R/ / \ � 1 � � � � X MIN. 10 MIL. FOR EROSION AND SEDIMENT CONTROL AND IN THE NEW YORK STATE STORMWATER DESIGN MANUAL (NYSDEC TX� 315.-1-8.3 / \ \ B3 I I I I I I I I I I I I I OI // / / / \ \ - - - - - - - /\/\/%/%/%/%/%/%/%/%\/\/ 2015a . I 1 ( I I //\\/ X/�/�/�/�/�/�/ / PLASTIC LINER ) LA�1DS N/F / \ I l /Mu�1/� (�lyE RED. \ \ \ \ CB1 - 383- - r\,\,� � I I QUEENSBURY L D CONSERVANCY - I II I I I II I I 15' I�O�L X 35'W) \ 1 I IF:J81.75 �/�//,/��/� -EROSION CONTROL BLANKETS WILL BE INSTALLED TO PROVIDE EROSION PROTECTION AND TO ASSIST WITH RAPID \ I I I Ll, I I I I"( \ ESTABLISHMEN OF VEGETATION. \ I \ I 111111 I I III I � I \ \\\l \ \ I Div 37s.65 -_ - _ STABILIZED \ 1 1 \ \ 1 I I I 1 1 \ \ \ \ \\ \\ \ / � \ -STONE CHECK DAMS WILL BE INSTALLED IN VEGETATED DRY SWALES TO PROVIDE SOIL STABILIZATION AND \ / I \\\\I ��\I ) II p f'��lll� b�\\\\�_ _ \ \ \3a // CONSTRUCTION CONCRETE WASHOUT AREA DETAIL DECREASE STORMWATER RUNOFF RATES. \ I \ - \ \\\\\\\I I\\I\ \ \I \ \ \\ \ \ \ \\ - \ \ \ °\ / - NOT TO SCALE - _ ) \\ \ I11I1 i 11II \I \ \ \\ \ \\\\\\\\� E \\ \ \ \ \\ �! _ -3g4'TP13 s 56•00'19" w ENTRANCE, TYP. CONCRETE WASHOUT NOTES - - 1111' '\\\ \ %d � \\\ \ - \\\\ \ CONSTRUCTION 4800 VARIES // \ \ \ \ \\\\\\ \ \ \ \"�`1� \\ \\\\ �_ �\ \\\ \ \ \ \ SEE PLAN / \ \ \ 1 1\ \ \�/ �-\) \ \ ,,�\\\ \ - _ \ \\\ \\\ \ \ \ \ 1. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. \ - \ 1 I I I I ( �M�P�To(dE�l L�_- �\ \ \\\\\\ I - _ \ \ 2. PLASTIC LINER SHALL BE HAVE A MINIMUM THICKNESS OF 10 MIL. WITH NO HOLES OR TEARS, AND ANCHORED BEYOND THE TOP OF THE PIT WITH AN // / _ \ \ I� \ 111 I I i I I I I y\ \ �� \\ \",\ 1-1 \\\\\ _\ \\ \\ PHASE B I EARTHEN BERM, SAND BAGS, STONE, OR OTHER STRUCTURAL APPURTENANCE EXCEPT AT ACCESS POINT. / - - - - - \ III ) o v v v v v - v v vv� �� vvv V o��R)��o��- / / / A \ \ \ ( I I vv V v v v v v- v v �- v vv 1 \ I I O 6+AC �c ' >c �c <__ "_ >c �cT >c � c �c >c c �� v_ \V A v v v v v v v v- - ■ / A \ I \ \ vvvv A \ vv v � � vv�v�� vv�� 11 ( I I \ v v v v v v v v� - A c X�`-X �T_ �� c ' is <_ �`-X Vic- �c��- =- <_ �,-X VARIES \ \ I \ v - v v v vv v v v vv �- \ III 1 \ \ I L=225.58' �_�) �� , � ��, �-�� ) � �- \-_</� _k, ��-%- ) /') / \ - v v v �3 � � v v v v v vv v vv V ) I \�A v v CONCRETE WASHOUT MAINTENANCE NOTES -O-�L��O \�G��Oc�n Ou-?��,�L�,-�O�-�C��O�-, _Zul� SEE PLAN / v \ \ \1 / A \ 301 - __ v v v vA I \ Vv v V I C=221.15' - �- >y� �Cx �c�' �<-x' �'- )<- �- >c / A / / \ �>6� / A 11 / A\��LAVA I \�AAA \ \ \ S 27'09'04" W X ��\_1 v v \\�A \VVA\ 1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED OR REPLACED o��o�c_C��_::�1 ��? �-UU?0�--:E-O��O��C��00__ � \ / \ -_ / \ \ \ - v __ � v v - \ v �� vv\ V A 24 ' - IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDEN CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA SUCH AS A GRASS <__ 1 y1 T- )E-4/1 �1 �� " -1 v v ) I_I c_x' c � )c_ �� ) :- / c� )1 )__ c�- \ v \ \ v v / \ \ \ v v v� \ X. DISTRIBUTION FILTER STRIP. A��A� � ,�� _��A��,��,��_- -�_�n�� \\ - I v vAA\ \ \ i' n � ,1 - \� / \ \\ \ -, - \ f . DOSING TANKS R O O O O O O O O O O O , 1 \\ _ \ -\ 1 �� \ \\\\\ 2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF THE STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER 1 \lz�\ z- \\\ _ __ °� 2 \\ \� �\\ \\\\\\ \ \ _ -A, \ �\ \ �� \\\ \\\\ \\\\\ \ \ SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. PLAN VIEW � \\\\\ \\ =__ -- ---� - _ \ ♦ ' ,�\ �A \ \-_ __ __ \ \ \\\\\ \ NOT TO SCALE - _ \ __ \ I �\\\\\\\�� \___\\�-_- -\\\ �_ 9� \ \ \-_�� \\ \\\\\ \\\\ \\\\\\ \ 3. DISPOSE OF HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED I - \ - / / \\\�\�\ _ -_� \\\ \ � � N /y \ \ \�\ \\ \\\\\ \\\� \\\\\\ \ \ "I,\ AND ACCEPTED AS PART OF THE PROJECT SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A 6" R.O.B. \�\ _ ��\��\\\\\ 1(I �F,9 ( � - \ \\ \ \ \ \ \ \ \ MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. GRAVEL / N 83 24' w - � � \��\� � \\ \ \ �' 4, \ \ \ \ \\ \\\\ \\\\\ GRADE SURFACE TO DRAIN / \ � - - �\\�- -, \\\ \ \\ ♦�`s I ) \ \ \\\\\\ \\\\\ \ \ \ \\ \ \ \ ��a' b I 4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. �- -~ j / I� \ 1-1 __ - \ _ \ - - \ �\��\`_\ --\ \\\ \\\ \ \\ ` � I / \ \\\\\\\ \\\\\ \\\\ \\\\ \\\� \ \ 2' TP14 0 0 0 0 0 0 0 0 0 0 0 0 0 6" \ \ \ \ \\ \\\ \\ \ \\\ \ \ �/ 1 \ \\\\\\\ \\\\\ \\\\ \\\\ I\ 1 \ O TX 308.20-1-9.1 5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NON-DESIGNA TED AREAS. \ \\\\ \� \ \ \ ♦ A�� \ \\ \\ \ \\\\\\ \\ )I I LANDS N/F PROFILE \ \ __ � �� l 1\ \� 11\\\\ \ \ \\ \ \ \ \ \\ \\\ \\ 1 I I I I I I I I I \\ \\ \ TOWN OF QUEENSBURY NOT TO SCALE I \ - - = �,/// / / / )\\\\\ \\\ \\ , / ,�4 /) \ \\\ \ I\ I I I I I I I I I I I I I I I \ \ \ \\ . ,9: REC. DEPT. _ EQUIPMENT STAGING AREA DETAIL /� - / ) ) ) )l I I 1 VARIES, SEE PLAN I /- - - -\ %-%= /_- _ /////I/l/// l// // / / / / I I II III I 111 XX \ �- 5' I I / \ - � _ --i i,�i_-_ -ice- %i//- � -, / /// /// /// / / II I I I I 1 1 1 I I 1 S'"_i_\ � \ LO \ %��; %�_; ;% / / / / 1 / I 111111 �/ - \\ \ \ \ ,- -_,% �-i ,%- - i , -/ / / /XX I / I I I\I I \�\� -. /��\ \ OWNER/APPLICANT: NATIVE DEVELOPMENT ASSOCIATES LLC 6 ENTERPRISE AVE, / \ % -, / - _ / // // / / / ( I I III\I \ \ \- _- \\\ \ \ / // j// /� / - /j / / ( / I \\\ - \ TX 308.20-1-3.1 CLIFTON PARK NY 12065 \ \ �\\\\ __ _� \\\\\ 11 \ \ \ LANDS N/F / ////////// /i��%�3�0� -� ' � �/i - - - /// 1 \ I I I \\ \ \�\\ \\\\_-_11\I\\ \ \ \ TAX MAP #: 308.20-1-9.2 _ \ EXIT 18LND. PROPERTY HOLDINGS, LLC \ \ \ \ /i/i// %� % �� II \ II I I // / \�\ \\ � - Ill \ \\ \\ \\ \\ \\ VARIES / \ / ///// / �- 33� � /ii - - - I l /j /i i //- -- - i� � _ - -320- - 1 / / / - �\ -) S \ \\\\ \ /i//i ////, // / // % - - I J // / / - - \ \ \ \ \ TOPSOIL SEE PLAN N N w N ri ~ ALTERATION OF THIS PRELIMINARY \ ///// / ' / \ /// /// / �� 1 1 1 1 ) \ STOCKPILE M o DOCUMENT EXCEPT BY A / //// // i ii / / ///// -- i_ / /� / \ \ \ - - - -� ///// //////// ////%�// /�-��i - I - / � J/ /��i/ii%jj -( A T&�L� ARlN7� ) I I/ ll \ \\ \ i i ////////�/�ji/�i i�5T / l � �i i�%�/// - - i/%ii jl 1// I \ \ \ \ ///// / / - / i / / - _ - � / \ \ Y Y Y Y LICENSED PROFESSIONAL CONSTRUCTION PHASING, EROSION & SEDIMENT CONTROL PLAN //////� / /% _ / /�// �� / - -_ _i // Z. /i ii i/// _ _i i _-//� l \ \ \ o 0 0 o m ENGINEER IS ILLEGAL 320%�� /-- iii/i��-ii%- - - - -� ///Ji / \ \ \ \ /,,, / / - ,// / , , / _ _ _ , / � NATIVE DEVELOPMENT QUEENSBURY GRAPHIC SCALE /o %�--��- - - / / // \I, \\ \ bi w I /i�i i=i i i /�� i i -,� // / \ \ \3 w w /// / / _ - J� \ / \ \ 80 � � 24 NATIVE DRIVE so 0 2s so 10o zoo ij i--�,i ---,�-%�i ::_ - - / / \ 3�8� \ SILT FENCE o o w ,•,� �!--,;dl i a5°��i%�i �i��i ' _3�2- \ / / \\3,6 \ \\ \ PLAN VIEW SEE DETAIL cn - I % _- i i ij_i/ / \ w Z z o F.'`)f ;, C( ;< `'.. NOT TO SCALE �'��r'`_P,y TOWN OF QUEENSBURY COUNTY OF WARREN - i/ SEED � 2 F z /,3'', �` �-"""',- STATE OF NEW YORK %i i - - w w w o :- ( IN FEET ) / �of i SlL T SlL T o w w o (n .y 1 inch = 50 ft. �i3% ' FENCE TOPSOIL FENCE z z t I l° a D ENGINEERS LLP TX 315.8-1-10 w z z ? I .' w LANDS N/F L,� w ' "I'J cu 411 Union Street STOCKPILE 0 z ��, j m TOWN OF QUEENSBURY REC DEPT � � C� Schenectady,NY 12305 z 0 �{( A 94 -?B __, n 518-377-0315 Fax 518-377-0379 0 0 0p��5s�0��1. p � www.abdeng.com TOPSOIL STOCKPILE DETAIL LUIGI A. PALLESCHI P.E. DATE: F ALE: DWG. SHEET OF 4 (� o N.Y.S. LICENSE NO. 94676 MARCH 16, 2020 1" = 50' 4899A-SUB5 4 5 60'-0" RIGHT OF WAY >' DETAILS AND STANDARDS 3 i•l o I / // ( L A 28' - // / llyl/38/1/lS / / I / / I �I I I TX 308.20-1-6 ALL ROADWAYS, WATER SUPPLY AND SANITARY SEWER 5 1.5" MIN (COMPACTED) TOP COURSE ASPHALT 62 I l // % / / / \ LANDS DETAILS ARE PROVIDED FOR GENERAL REFERENCE ONLY. MIN. 2' 2' CONC. - ITEM 403.16, TYPE 6 NORTHEAST POWER REALTY, LLC THE CONTRACTOR IS REQUIRED TO CONFORM TO 5.0 / I I I $ - - - - THE TOWN OF QUEENSBURY HIGHWAY DEPT, TOWN OF EDGE EDGE .7 / I KI l /� Io ITP9 I I I 3 QUEENSBURY WATER DEPT. & THE TOWN OF EDGE EDGE QUEENSBURY SEWER DEPT. ) BINDER DETAILS AND STANDARDS WHICH MAY SUPERCEDE 2" MI (COMPACTED) BT PE 3 COURSE ASPHALT ///// // // / I I lI I I I I I III / I / I I I THE DETAILS SHOWN. EOP, // / // / / i I / III I I e� l I STEPS TO BE I �I SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR TYP. J / / // / 3 / // l/�$ I / RELOCATED I APPROVAL. GRASS OR DRIVEWAY, ��/j/j ////� /// l/ // /// / I / I I I EX. SEPTIC TANK TO BE ABANDONED Cl TYP. 12" MIN. SUBBASE COURSE ITEM //// / / //// / / _ - I I IN-PLACE. REMOVE ALL WASTE, FIRE 304.05, TYPE 4, INSTALLED / ////// / / / / / / / / - - _ _ / I HYDRANT TO BE I �G // /i'P / / / I I BREAK BOTTOM, WALLS, & BAFFLE. /Z 3 FULLY BACKFILL STRUCTURE WITH HYDRANT /N (2) LIFTS l/ /// / / � / / / / / I RELOCATED I / // I // �1 1 I II CLEAN FILL. REMOVE EX. DUAL 4'0 MANH/ // / iO l / / /30'SE � 24" 1.5" MIN (COMPACTED) TOP COURSE ASPHALT ° LL 1/4"/FT CROWN 1/4"/FT CROWN ///// // // p / / // / / / // �ACk// / I co I _ I I OVER TOPRSLAB WITHISER �OPSOILNS CSE/ED �7d CONC. ITEM 403.16; TYPE 6 // // / // // NC. EX. 7,000 GALLON I & MULCH. ////// TP10� I I -LAND I SEPTIC TANK TO BE c� " -------------- _ /// / C L _ _ ABANDONED 3 M/N COMPACTED BINDER COURSE ASPHALT _ / s ( -- --- / / // / _ - rEPs I CONC. ITEM 403>'3 TYPE 3 / n , ,rr�rrt:� / // / / m (n I - - - DOCK p / //// /� ///// W / O // / / / ooRs I \ II CONNECT EX. 6" PVC SEWER INLET TO EX.VALVE B PAVEMENT / / ' ��EP 381.p - - - - DOCK DOORS 2zO 7 6 STAB/L/ZA 77ON ° o o // // // / Z // FABRIC, M/RAF/ 50OX • 0 // / ////// /� / // /// / / / / I ti - - - - _ - - - - - - I / 3 OUTLET WITH NEW 6" PVC SDR-26, THRU ° HYo. / W - - - - _ REMAINS OF SEPTIC TANK. USE GASKETED kO ° ° FILTER FABRIC 0 ELECTRIC, GAS, // ////, , P�T3 -I� / I \ / I CONC. SIDE \ / ~ I COUPLINGS TO MAKE WATER-TIGHT ° ° (A.0.B.E.) TELECOM, CA TV (PER // // / / / / // / / / O I 82 / I - CONNECTIONS. 10' MIN. UTILITY COMPANIES), //////// // / / l \ / / l / l l / I I \ / EXISTING I I I - - - - -386- - II CATCH BASIN, TYP. �/ ///l// / / \ / / / l / / / / I I CONCRETE \ p I REMOVE EX. SUBMERSIBLE PUMPS FROM PUMP STAT/ON. 8" DIP WATER MAIN, / / // / / cS I J - �' I / 12" MIN SUBBASE PROOF ROLL 2" LPPS FORCE MAIN // / // 37T1t F / �`] // / l/ ll Qj V I m HYD REPLACE KITH (1) NEW SIMPLEX E-ONE PUMP. COURSE 11FM 304.03, TYPE 2 5.5' MIN. COVER HDPE STORM SEWER, / ' J/// // / / \ / // / / `►�i o I c/� Q J EX. 6" INV /N=373.01E FIRE HYDRANT TyP. 5' MIN. COVER �/ // l //// / � 24" H E // // /� � I �m y \ LEAD ///// (//l/I / /// / ® 5;6 I 1 / I y l yN I EX. 2" INV. OUT=379.30E ° TYPICAL STREET CROSS SECTION �// fy�I I I III �t 11 l l l l o J EX ALTERNATING DUPLEX - - I NEW 1.25" INV. OUT=379.30E STORMWA I I I �1 O O SITE WI N G E D G E AND PAVEMENT DETAIL NO SCALE / /r •�� bin�,� A AREA 1 1 11 l l l o z I i I SUBMERSIBLE SEWAGE PUMP / l;!F) a n ) l/ /�l/ l l l F = O Q o I \STA T/ON (5' ID x 13.5' Hf) / LP '� I NO SCALE ////� `�� J \ I // // / // // // I Q N Q N 83 TO BE MOD/PIED I 10 SPRUCE \ I EX. DUAL 2.5" FORCE Y I p s\ I 3 MAINS TO BE ABANDONED //ll�/ 53. P/T2/ / // // / / / I 1 14 Q L I EXISTING I IN-PLACE Q+�l / // / // I m W \ \ ASPHALT " SPRUCE O / ///l UT 3 / / CBF3/(4' ) / l l O U I \ 0 121 /�lV INJ3�35 O �� - _ \ uINST\_PINE/ \ SDR1�LSANITARY LATERAL.HDPE / 77 363.5 \ . I ( / / / I o o / /ENV 360.E ( 1$" IIV V lly . 7�. I 9, >. O I - THERMOCOUPLE FUS/ON WELD TO // 1c3�0/5/ I I / O v I I �" I p �P=\ \ NEWLY INSTALLED 2" HDPE SDR11 MUSHROOM VENT TYPICAL SIMPLEX I / / h I 3o' �u � / / / = W \ I I MAIN. INSTALL STAINLESS STEEL 11 (IF NOT EXISTING, AVAILABLE � /,S�' �l�,�, / I CB � (� � � / - -� 1 -it �1• •� O AS AN ACCESSORY) * UPGRADE INSTALLATION FE53 9'f`i/ / /r I I _j w / W ¢� BEFORE AFTER RIM / 7.,�82.8 „ INE 1 I I a z CURB STOP/CHECK VALVE/CLEANOUT USING VERTICAL SLIDE FACE AND COILED HOSE lNV 360..E // I W\ i m F EXISTING / I L lNV 378.8 I 384 = / I �ir Y ASSEMBLY AT R.O.W. PUMP STATION / / 1 - -100- - - - I I (7 I I // I 1 I I I J m- - - - - ¢a PLAN VIEW \ \ \ \ - } / \ J 384. S I I \ /// EXISTING I -383- - �\�\�' F �I ET ACA Q I 30 ramumMWATER I I �pAV AREA I 8 /5WALE rj I / INV.°377.25 24 �7 5a I l TO/BE REMOVED, STING LT 5O'SETBACK l POWER/ALARM CABLEPiNE� n TYP. TOWN OF QUEENSBURY WATER NOTES: 6 CONDUCTOR W/ ND / // / _ I I I�I CB1A 1. ALL PIPE, FITTINGS, VALVES AND HYDRANTS SHALL MEET TOWN OF QUEENSBURY WATER DEPARTMENT SPECIFICATIONS. ELECTRICAL Iv/ / f- f17F.'381.75 I I Dck SHOP DRAWINGS FOR ALL VALVES, HYDRANTS, TAPPING SLEEVES, PIPES, VALVE BOXES AND LIDS LABELED "WATER" GATE QUICK DISCONNECT EJONE EQUALIZER / OQ SO �38q_ �° IN 378.7 I S � SHALL BE SUBMITTED TO THE TOWN OF QUEENSBURY WATER DEPARTMENT FOR APPROVAL. CL-52 ZINC COATED PIPE, VALVE NEMA 6P �/TION (EQD) 0 / \ °a �' PINE c) `+1 VALVE ALIGNERS, AND BLUE BOLTS ON THE FITTINGS SHALL BE PROVIDED. THE PIPE SHALL BE PRESSURE TESTED AND MAY SBEANEEDED DISCHARGE 4/ T 2 O 1 O f" \� I I II \ CHLORINATED PRIOR TO COMMISSIONING. (PER ENGINEER) PVC DISCHARGE / X \ \ o cps YP z` E� ia" cPP / F SLIDE FACE // / / � \ cp HP � -3 \ QUICK DISCONNECT UPGRADE / . _ W/ VERTICAL PVC SLIDE INSTALLATIONS "� / �/!f{$ / , ` \ TOWN OF QUEENSBURY WASTEWATER NOTES: VALVE BOX & GRAVEL BEDDING FACE VALVE CAN ACCOMODATE g // Qp E N/ \ SO GV \ ^ \ c TELE FULLY PORTED EXISTING TANKS / 7' c UP TO 160° [4.0 M] *** /// 8.¢ GV O `0 1. THE MANUFACTURER SHALL FURNISH COMPLETE FACTORY-BUILT & TESTED GRINDER PUMP STATIONS) EACH CONSISTING BALL VALVE CONSULT FACTORY 3�3. y(/V ,�73 rj\ I CB4 \ 8» z/=COA7ED(s/ \ 1J `3 C TV j OF GRINDER PUMPS SUITABLY MOUNTED IN A TANK CONSTRUCTED OF FIBERGLASS OR HIGH DENSITY POLYETHYLENE SIZED PER LPSS MAIN SWEEP ELBOW FOR APPLICATIONS �/ � / TF 377i3O �D/f' PEj� \ /� M APPROX. LOCATION OF (HDPE), ELECTRICAL QUICK DISCONNECT (NEMA 6P), PUMP REMOVAL SYSTEM, SHUT-OFF VALVE & CHECK VALVE WITHIN LIFTING ROPE OVER 160" [4.0 M] / > / / \ \ QUEEN \ 00 LP {NYLON) 1° .rj �� lNV 372�\ CB B�/RY SPEC/F/C,�T/ON� 38 i / EX. 2" LOW PRESSURE THE BASIN, NEMA 4X ALARM PANEL WITH THE OPTION OF REMOTE MONITORING, & ALL NECESSARY WIRING & CONTROLS. EXISTING-------' XISTING / / \ \ +00 �, IF.J81.0 � PUBLIC SEWER THE PUMP, TANK & PANEL SHALL BE LISTED WITH THE UNDERWRITERS LABORATORIES (UL) AS A COMPLETE STATION. NO DISCHARGE ^� / m (T p) THIRD PARTY TESTING TO UL STANDARD WILL NOT BE ALLOWED. FITTING o IN 378. ^� 8 LP HP `3834 FLEXIBLE 1-1/4" DIA / / �\ \ � w J w 83 2. THE PUMP(S) SHALL BEAR THE SEAL OF NSF INTERNATIONAL. THIRD-PARTY TESTING TO NSF STANDARD IS NOT 131.8 mm] INCOMING GRAVITY LINES 9 / ,)6 \ \ \ `3 24 I I \ REMOVE TERMINAL CLEAN OUT AND ACCEPTABLE. THE PUMP(S) SHALL BE A SEMI-PROGRESSIVE CAVITY STYLE PUMP. IT SHALL BE CAPABLE OF REDUCING DISCHARGE DISCHARGE HOSE / \ - 1 c,i \ ALL COMPONENTS IN NORMAL DOMESTIC SEWAGE, INCLUDING A REASONABLE AMOUNT OF "FOREIGN OBJECTS", SUCH AS . .' HEIGHT►# (AVAIL. L = 48°-120°) / \ �, \ - - - - I co - - - - - THERMOCOUPLE/FUS/ON WELD NEWLY PAPER, WOOD, GLASS, WIPES, RUBBER & THE LIKE, TO FINELY-DIVIDED PARTICLES WHICH WILL PASS FREELY THROUGH PEA GRAVEL [1.2M - 3.OM] 6 E REQ. �\ I so �' CBl 383- - CB INSTALLED 2" HDPE SDR11 TO AND STAINLESS STEEL EXISTING N CB\ / SETBACK - - TF:t382.5 THE PUMP & THE 1.25" DIAMETER STAINLESS STEEL DISCHARGE PIPING. THE PUMP(S) SHALL BE CAPABLE OF DELIVERING OR INLET FITTING 30" L X 35 W 24' \ - - TF.•381.75 FACTORY INSTALLED ) IF.35 �` / - - v+ CB EXISTING 2" HPDE SDRII. 15 GPM AGAINST A RATED TDH OF 0 FEET. 11 GPM AGAINST A RATED TDH OF 92 FEET & 7.8 GPM AGAINST A RATED CRUSHED STONE PERMANENT HOSE CLAMPS 1762 mm] \� \ / , - V.378.65 TDH OF 185 FEET. THE PUMPS MUST BE CAPABLE OF OPERATING AT A NEGATIVE TOTAL DYNAMIC HEAD WITHOUT BEDDING MIN V.•372.5 \ INSTALL 8'XS'X6' ANCHOR - - H (SEE TOWN OF QUEENSBURY ANTI-SIPHON CHECK VALVE PUMP STAND \\\ _ \ a' \ \3 I TEE, 6" GATE VALVE & CAP I \ I� -____- _ HYD• GB WASTEWATER NOTES OVERLOADING THE MOTOR(S). THE PUMP SHALL HAVE REDUNDANT RUN FEATURES. (NORYL) (300 SERIES SS) \\ - - - �^ \ 8CV I FOR FUTURE LATERAL, TYP. V.379.5 TF:t382.5 ) TERMINAL FLUSHING CONNECTION DETAIL CENTRIFUGAL STATION TO _ _ \\____ !\ \/ \ \ o O I I // TP13 3 SHALLTHE LARM NCLUDENAL SHALL BE GENERATOR INCLUDE RECEPTACLE NEMA W/ AUTO TRANSFER CAPABILITY. THETSUPP Y CABLELE FOR WALL ETWEEN POLE THEMOUNTING. PUMP &T TO BE UPGRADED �® UPGRADE \ - - - \ \ - - _sa4. ALARM PANEL SHALL NOT BE SPLICED. THE APPROPRIATE LENGTH OF CABLE SHALL BE INSTALLED W/ AMPLE SUPPLY NO SCALE - - - \\ \ rD Q3 I INSTALL 1-1/4" HDPE SDR11 LATERAL FROM I I EX. LIGHT POLE TO \ - \ � � CABLE FOR SETTLING LOOPS. THE CABLES CONDUIT SHALL BE SEALED IN THE PANEL USING DUCT SEALANT AT ALARM SEMI-POSITIVE DISPLACEMENT TYPE PUMP. \ \\\ \ \ \ I MAIN TO R.O.W., HERMOCOUPLE/FUS/ON !WELD Q BE BRACED OR PANEL PENETRATION. ALL ALARM PANEL PENETRATIONS SHALL BE THROUGH THE BOTTOM OF THE PANEL. BACK OR SIDE NSF cipEACH DIRECTLY DRIVEN BY A 1 HP MOTOR \ \ - \ , �bO \ \ TO NEWLY INSTALLED 2' HDPE SDR11 MAIN. �, RE-LOCATED DRAINJ PENETRATIONS ARE NOT ALLOWED. O \ \ INSTALL STAINLESS STEEL CURB STOP/CHECK I CONSTRUCTION l L� -- \\ \\ \\ \ I M� SHUT DOWN MAIN UPSTREAM, 4. INSTALLATION SHALL HAVE A FACTORY TRAINED AUTHORIZED SERVICE CENTER PROVIDER WITHIN 60 MILES OF >_ \ \ \\ \\\ - \ VALVE/CLEANOUT ASSEMBLY AT R.O.W., TYP. I / DUMPSTER / ( ) Q _ CTT 12/1D/10 c -_- �C \\ - / I I REMOVE CAP, INSTALL GV AND QUEENSBURY & 24-HOUR EMERGENCY CAPABILITIES. STARTUP SHALL BE SCHEDULED WITH MANUFACTURER'S CERTIFIED LNT GAVE 04/24/07 \ \ \ \ I • EXTEND MAIN AS SHOWN. TECHNICIAN & ALL PAPERWORK SHALL BE FILED WITH THE TOWN OF QUEENSBURY WASTEWATER DEPARTMENT. DR BY CHCD DATE ISSUE SCALE \� hh \\\ \ \\� \\ \ \ '�-�,� ENCLOSURE DR BY CHK'D DATE ISSUE SCALE \\ \\ \\� TW° (SEE TOWN OF QUEENSBURY • `� � EX. SEPTIC ABSORPTION / WATER NOTES 5. DISCHARGE PIPING SHALL BE 1.25" HDPE (SDR-11) FOR SIMPLEX STATIONS & 1.5" FOR DUPLEX STATIONS. PIPE SHALL \ \\\ �\\ I I I FIELD TO BE ABANDONED I I ) z • © \ \ � � \\\ �\\ \�' \ � � � I � \ \ I HAVE A 304 OR 316 STAINLESS STEEL CURB STOP/CHECK VALVE/CLEANOUT ASSEMBLY PLACED AT THE RIGHT OF �® WAY/PROPERTY LINE BOUNDARY. AN ARCH STYLE CAST IRON CURB BOX WITH A STAINLESS STEEL ROD TO THE CURB CD * STATION MUST BE VENTED \ �(� * IN THE MAJORITY OF UPGRADE INSTALLATIONS s�W�� sYSV��Is \ \ \\ \. \\ \ I `�� \ I STOP SHALL BE PROVIDED. THE CURB BOX SHALL BE EQUIPPED WITH A CAP LABELED "SEWER". TRANSITION BETWEEN ** DISCHARGE HEIGHT MUST BE KNOWN WITHIN 3 FEET 11.0 M] DETAIL SHEET, UPGRADE SIMPLEX \ p� \ \ \ \ BUILDING 5 I I THE EXISTING INLET, DISCHARGE, AND \\\\ I \\\ \ y PIPE & CURB STOP/CHECK VALVE/CLEAN OUT ASSEMBLY SHALL BE BY PLASTIC W/ INSERT OR BRASS W/ SS INSERT POWER SUPPLY CABLES CAN BE UTILIZED REPLACEMENT ILLUSTRATION To ORDER PROPER KIT VERTICAL SLIDE FACE, COILED HOSE \\ \\\ ` 11 \\\ \\\\\\\ \ \ W I PROPOSED 60,OOOf SF I I COMPRESSION ADAPTERS. CONNECTIONS BETWEEN PIPES SHALL BE A FUSION WELD OR THERMOCOUPLERS. PIPE SHALL BE WITHOUT MODIFICATION INCLUDING J BOX *** DISCHARGE HEIGHT MUST NOT BE GREATER THAN 160 INCHES 14-0 M] \\ \ \ \ \ \\\\ \ \ �p I LAID WITH SOME SLACK & HAVE 5' OF COVER. TAPPING SADDLE SHALL BE EITHER STAINLESS STEEL OR BRASS. AND FEED-THRU'S \� \ \ l \\� \\\ \\\\\\ \ 0 1 STORY OFFICE/WAREHOUSE BU/LDIN I I NA0055P0� NA0055PO4 \ \\ \ I INSTALLATION OF TRACER WIRE RECOMMENDED. \�_� \ \� \I l�� \\\\ \\\\\\ LOT 5 - AREA=3.77 AC I B1 FFE 385 I 6. NEW TAPS INTO EXISTING HDPE PIPE SHALL BE INSTALLED USING AN ELECTROFUSION METHOD. ALL OTHER METHODS OF LID LABELED SEWER CAST IRON CURB BOX W/ TAPPING SHALL BE SUBMITTED TO THE DIRECTOR OF WASTEWATER FOR REVIEW. S.S. ROD TO CURB STOP LOT 1 PUMP UPGRADE DETAILS - I I 30• I 7. EX. 2" LOW PRESSURE PUBLIC SEWER MAIN CONTINUES NORTHEASTERLY ALONG NATIVE ROAD, TO A CLEANOUT AT CAREY ROAD, AT WHICH POINT THE SEWER BECOMES A 4" MAIN & CONTINUES NORTHEASTERLY TO THE INTERSECTION OF NO SCALE \\ �, �L�c. \ \ \\\ \\ \\\\ \ \\ \ - - - 300' I I CORINTH ROAD. THE 4" MAIN CONTINUES EASTERLY ALONG CORINTH ROAD TO A RECEIVING GRAVITY SEWER MANHOLE N I NEAR THE INTERSECTION OF BIG BAY ROAD. SCALE: 1 :50 8. THE NEW 2" HDPE SDR 11 MAIN SHALL BE TESTED TO ENSURE INTEGRITY. A LOW-PRESSURE AIR TEST OF NO MORE * - \\ \\\ \\\ \ 20' - - - - -TP1• I - THAN 15 PSI FOR 10 MINUTES MAY BE ACCEPTABLE. E/ONE 1.25 UNI LATERAL \ \ \\\ \ \ \ \ � \ CID N GRA - TX 308.20 1-9.1 COMBO STAINLESS STEEL CURB \ \\\ \ / I \\\\ \ \\\\ \\\\ \ I -�- \ �L ROAD LANDS N/F 9. RECORD DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY TO THE WATER/WASTEWATER DEPARTMENT IN AN ACCEPTABLE PUMPS \\\ \\\ \ ` A`� \ \\ \\\\1�\ \ I I I �1 I I I I II \\ \ \ TOWN OF QUEENSBURY FORM. STOP/CHECK VALVE/CLEANOUT 1.5" REQUIRED FOR DUPLEX \ \ \ \ \ \� (OR EQUAL) \ \ I RC. DPT. *1.25" HDPE SDR11 *1.25" HDPE SDR11 FROM GRINDER PUMP FUSION WELD OR NOTES: CONTROL PANEL LOW POINT ELEV = 377.12 HIGH POINT ELEV = 383.94 THERMOCOUPLER PRECAST - HOMEOWNER/PROPERTY OWNER - ALL SANITARY SEWER LINES HIGH POINT ELEV = 383.33 LOW POINT ELEV = 382.75 TH,UST BLOCK WITH VISUAL AND LOW POINT STA = 12+30.39 HIGH POINT STA = 9+04.44 R WILL OWN AND MAINTAIN THE SHALL BE AT A DEPTH OF 4'OR LOW POINT ELEV = 382.00 HIGH POINT STA = 6+51.60 18 SQUARE X GREATER. IF LESS THAN 4', LINE AUDIBLE ALARMS PVl STA = 12+30.39 PVI STA = 9+10 LOW POINT STA = 5+59.79 EX. 2" HDPE 6 DEEP GRINDER PUMP SYSTEM TO LOW POINT STA = 7+60 PVl STA = 6+59.93 PVI STA = 5+59.79 SDR11 MAIN PEA GRAVEL POINT OF CONNECTION INTO SHALL BE INSULATED. PVl ELEV = 376.49 PVl ELEV = 384.50 CRUSHED STONE SEWER MAIN. A.D. = 5.00 A.D. _ -4.50 PVl STA = 7+60 PVl ELEV = 383.50 PVl ELEV = 382.50 - THE SEWER LATERAL SHALL BE 2.00 PVI ELEV = 381.50 A.D. _ -3.00 _ THE CONTRACTOR IS LAID AT A UNIFORM GRADE OF 1/9' K = 20.00 TERMINAL K = 22.22 A.D. = 4.00 K = 16.67 A.D. FLUSHING K = 25.00 1 I K = 50.00 RESPONSIBLE FOR ESTABLISHING PER FOOT(ABOUT 2%). � 100.0000' VC - CONNEC77ON 100.0000' VC � I I 50.0000' VC I 100.0000' VC TYPICAL SANITARY LATERAL FLOW AT THE PROPERTY LINE 100.0000' VC ow SHUT OFF AND FINAL START UP OF - CONTROL PANEL WITH VISUAL INSTALLATION DETAIL THE GRINDER PUMP. AND AUDIBLE ALARMS SHALL ce3 CB1A EXST ONLY HAVE BOTTOM CB2 CB4 4�g o n CB EXST NO SCALE PENETRATIONS. ( ) o "� o CB1 "� o a, «� °' CB ALL FITTINGS SHALL BE BRASS OR I cv co rn N r\ STAINLESS STEEL. 00 � o LO �i '� °� �i N N o �i CONTROL PANEL SHALL BEAT A o o h + + + M M 390 + MINIMUM OF 36"ABOVE GRADE. ►� ]� cij a0 °p co "� `O co "� ° u LO ►� ►i °j v Gi .� c;; W v; U W 388 cO'> j CLEAN OUT TO BE ,•ti o /Sj� o r� o0 0 I N - - _ STAI�4+28.20 0 0 W TO Lu 386 GRINDER PUMP SHALL BEAT LEAST INSIDE OR OUTSIDE � � , 10'FROM BUILDING FOUNDATION f•Yr N GR "' N Q N "' + °j 09, 384 BUILDING * .r• C4 p W Q Q �I Q Q �2�� Q Q 0% - nE-IN TO �' U y SO _ O E/ONE PUMP STATION �!•:y{' STA f0+32.58 m GV V ■ 20± LF 12" HDPE 0 0.5% SO - 2 GV 382 '� _ 2• 3 -I FROM C81A TO CB1 AP ROX. EX. CEN 259, 0.5% To C62 " HDPE SDR11 380 E OF 2" LPSS Ij 378 �`� CONNECT7ON TO EX. LPSS F M CBl 376 (SEE TOWN OF QUEENSBURY MAINTAIN 10' MIN. WASTEWATER NOTES) 4 W F �` HORIZON L CLEARANCE " APPROX. EX. '� 8 D. Z/N COATED HYD. LEAD 374 ,a5z � r� r� (CL-52) WA R MAIN APP OX. EX. ELECTRIC LINE SHALL BE RUN +� 4 *1.5" SDR11 REQUIRED FOR CONTINUOUSLY THROUGH CONDUIT OR •■:• 105 LF 8"X "X6" ANCHOR E 6" II II DUPLEX PUMPS SHALL HAVE FROST LOOPS(AS SHOWN) '" F GA VALE & CAP FOR 2 Z z 372 . •�''�'• � 370 *1-114"SDR 11 WITH �7•'� to HORIZONTAL SLACK + o o ONNEC77ON TO X. WATER MA/14 N ^ ^ (SEE TOWN F QUEENSBUR o_ II II I� IIm 368 TO LPSS MAIN •. .: 1-11/4" HDPE DR11 LA L •.• 2 2 2 372E F 24" HERMOCOUPLE FUS/ON WELD 0 NEW.Y INSTALLED cli '�'•;; ZPOPE 366 ,'. . , FROM 'RJ TO 2 to 4"GRAVITY CONNECTION LINE AND = FESI VALE CLEANO T ASSEMBLY A R.O.W. 71P 364 •' s FITTINGS SHALL BE SDR 21 OR 26 WITH 6" -•�'; EX ND MAIN TO EDGE OF R.0.W. A D MA/ TA/N 18 M/N. '•Y 1r.�1:�~'� .q r INSTALL G.V AND CAP STONE BEDDING ,+ `•�,.r �• ' (6"MAYBE REQUIRED,TO BE DETERMINED s• .a L� r' " •~ .,v:•- � ;?. BY PROPERTY ENGINEER) 362 'e •� :~ tiS' K +f s'. .' '• •Y r. BE EN ALL U77L/ ES. DATUM ELEV to. 360.00 LT. STONE FILL GRINDER PUMP, MAYBE REQUIREDTO BE ENCASED IN CONCRETE,DUE TO GROUND WATER �•"1 «� 00 r] N N �. .. �•�,.:* o`] N^ �� coN �N N]� �h oo^ o0 ooN Ln<} I-0) ooroj � � 00 0� r)f� m o 'SEE GRINDER PUMP INSTALLATION MANUAL FOR CORRECT BALLAST ri o I� ui u. ri N N N rri WIDTH VARIES - SEE PLANS `] • O of ro r ro of N poi ]'i "� nl nl N Ni] i N itir•. CO ro ro ro ro I\ ro I\ ro ro op ro ro ro ro ro n n ro co pC ro 00 CULVERT �r• r7� r7� r7� r7� r7 r7 � r7� r7� r7� r7 00 r7 00 r7� r7 00 r7 00 r7� r7 00 r� r7 f MIN. SLOPE EQUAL TO " CULVERT INVERT SLOPE :�. ':' ,c 14+28.20 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+45.89 4. FLOW.� 12"CRUSHED STONE '►yi'i••;'� BEDDING MATERIAL ' END SECTION INV�/ FILTER FABRIC TYPICAL GRINDER PUMP LAYOUT HORIZONTAL SCALE: 1 :50 NO SCALE VERTICAL SCALE: 1 :5 TYPICAL CULVERT OUTFACE LT. STONE FILL NO SCALE VARIES AS REQUIRED BY TYPE OF TOP OF COVER=311.0 HYDRANT INSTALLATION MANHOLE FRAME & COVER CAMPBELL 1009 SOLID COVER S-O" MIN. WARP ENVIRONS TO DRAIN IDENTIFICATION TAPE IMPRINTED HYDRANT TO MATCH "CAUTION BURIED SEWER BELOW" BY SETON OR EQUAL TOWN OF x CEMENT FILLET NOT REQUIRED /N AREA TO BE JACK PUSHED QUEENSBURY WATER FINISH GRADE a: • PAVE OR TOPSOIL AND SEED AS FINISHED DEPT. REQUIREMENTS CATCH BASIN FRAME AND GRATE SHOWN ON PLAN. SURFACE TO BE GRADE 'ol a• AS MANUFACTURED BY CAMPBELL DGRADED RAINAGE 0 0 PROVIDE POSITIVE OSITI EAS N 24' DIA. v .' . FOUNDRY CO. PATTERN N0. 2816E REQUIRED TO PREVENT EROSION 12"-18" MIN. INTO BASIN CEMENT FILLET AROUND 3 NATIVE L TER/AL ' \\ BACKFILL TYP. M.H. JOINT PERIMETER OF FRAME + 5 MIN. JOINT 1" WIDE BUTYL VALVE BOX o ROPE WITH ASPHALT 3" MIN CONCRETE BRICK COURSE STORM SEWER CONTINUOUS #10 STAINLESS TELESCOPIC CONE SEC77ON JOINT SEALER OR GRADE RINGS IN PAVED AREAS FINISHED STEEL INSULATED TRACER IN/RE „ ( GRADE OR WATER MAIN 12 3 Sq. Ft. OF CONTACT AREA w ATTACHED TO P/PE � PATTERN) c� CONCRETE TO EARTH OWNER APPLICANT: Ld z_ POLYPROPYLENE MANHOLE o0 STANDARD 6" o- � STEPS, 12" O.C. WALL THICKNESS No.l OR No.2 STONE UNDISTURBED NATIVE DEVELOPMENT ASSOCIATES LLC 4' DIA. 5' MIN. (6' MIN. DROP MH) PRECAST CONCRETE CATCH BASIN PIPE ZONE BEDDING TRENCH WALL 6 ENTERPRISE AVE, j M.J. GATE VALVE N- MAIN " \ z_ Q R/ ER SECT/ON POURED CONCRETE 2-6 SQUARE CLIFTON PARK, NY 12065 RESILIENT WEDGE �S REQUIRED) z AS PER ASTM C478 4" TRENCH WIDTH TO BE AS \ \ EXCAVATED MATERIAL NARROW AS POSSIBLE TO A /\//\//\ /\� TAX MAP 308.20-1-9.2 POLYETHYLENE OR o ANCHORING TEE FORT MILLER OR EQUAL APPROVED GRANULAR OR ON-SITE R.O.B. //\\��\//\\//\\//\\// /\\// # BUILDING PAPER \� I o ID AS SHOWN BACKFILL MATERIAL GRAVEL ON PLAN COMPACTED TO 100% ID AS SHOWN TRENCH \�/�\ D N N VARIABLE 36" MAX. POINT 12 ABOVE TOP OF P/PE \�\\/ / / \ MAXIMUM DENSITY ON PLAN NOTES.' N �\ 4' D/A. BASE SEC77ON ALIGN TOPS OF PIPE STANDARD PROCTOR PROTECT BANKS 1. TRACER WIRE TO RUN FROM MANHOLE TO MANHOLE. \// , v co N DRAIN i oo:..o::og:o COMPACTED FILL 6" \/\\ p - N 7 rri Q ALTERATION OF THIS PRELIMINARY MIN (ASTM 0696) 12" MIN 1'_3" 1'_3" FROM COLLAPSE / O .O ui r-i r6 o op'o 95.E MODIFIED PROCTOR L AROUND OPTIONAL - AS DIRECTED BY ENGINEER BRING TRACER WIRE UP EXTERIOR OF MH AND UNDER �j�\ DOCUMENT EXCEPT BY A _ _ �O. ,p OOD p. r •a "" PROPEX 4545 FILTER FABRIC OR FRAME TO INS/DE OF MH. LEAVE 6" MIN EXPOSED OF \\//\\ LICENSED PROFESSIONAL SITE DETAILS AILS AND UTILITY ILITY PROFILE CONCRETE op.o.,o.Q:o. 24 MIN. ALL AROUND o.. 02P.0' + ' : - V-8" SELECT EXCAVATED j\/\ THRUST BLOCK g.000 a a INTEGRAL BOTTOM EQUAL INSTALLED ON TRENCH TRACER WIRE TO ENABLE CONNECTION OF TRACER /\//\ Q o 0 0 o m ENGINEER IS ILLEGAL 12" SQUARE SOLID / 00 '0.°oQ;0 0. °.p.Q.oQ.9 pQOpO BOTTOM WITH RETURN TO CB MATERIAL, THOROUGHLY EQUIPMENT INS/DE MH COVER. \/\\ NATIVE DEVELOPMENTQUEENSBURY .o.p..:0'.' :O.op:. .8;: D.�iO. O O ;o.p..:O. o. 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WHEN STONE /S USED =III_ GRAVEL w w w o .-� '` ,G III TO PUBLIC FORCEMA/N. TEES OR O w w o N .1 UNDISTURBED MATERIAL COMPACTED OR UNDISTURBED UNDISTURBED 90• BEND v z z > ENGINEERS LLP (TYP.) HYDRANT INSTALLATION DETAIL EARTH OR ROCK LOW PRESSURE SEWER w Z Z DD ' o w w t .1. 411 Union Street 4 DIA. PRECAST CONCRETE TYPICAL TRENCH SECTION FOR BEDDING DETAIL o �, ekr-3,I o Schenectady,NY12305 NOT TO SCALE > » NOTES: 2 -6 SQUARE PRECAST REINFORCED STORM SEWER & WATER NO SCALE THRUST BLOCK DETAIL z z �a 94676 �c� n 518-377-0315 Fax 518-377-0379 STORMWATER MANHOLE DETAIL w 1. ALL WATER MAINS TO BE OWNED BY TOWN OF CONCRETE CATCH BASIN NO SCALE NOT TO SCALE o o .o�OFEg SIOr�P www.abdeng.com QUEENSBURY MUST BE DIIP CLASS-52, ZINC COATED. NO SCALE NO SCALE I I o LUIGI A. PALLESCHI P.E. DATE: SCALE: DWG. SHEET OF 4 P6 N � z N.Y.S. LICENSE NO. 94676 MARCH 16, 2020 1" = 50 4899A-SUB5 5 5