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SITE LOCATION MAP ° Ndiavn �� J� Architect0 : WD Partners 1201 Dublin Road Columbus, Ohio 43215-1026 (614) 324-5566 Engineer: the LA group Landscape Architecture and Engineering, P.C. Contact: David Carr Surveyor: 40 Long Alley Saratoga Springs New York 12866 518/587-8100 Telefax 518/587-0180 Van Dusen & Steves Land Surveyors, LLC 169 Haviland Road Queensbury, N.Y. 12804 (518) 792-8474 "so v3V Store Number 6160 N.Y.S. Route 9 Queensbury, New York SHEET INDEX: COVER SHEET Sol EXISTING SURVEY MAP Dal DEMOLITION & REMOVALS PLAN Cal LAYOUT & MATERIALS PLAN C=lA ENLARGED LAYOUT AND MATERIALS PLAN Co2 GRADING & DRAINAGE PLAN Cw2A ENLARGED GRADING & DRAINAGE PLAN Cw3 UTILITY PLAN C4 LANDSCAPING, LIGHTING & SIGNAGE PLAN C05 CONSTRUCTION DETAILS C=6 CONSTRUCTION DETAILS Co7 CONSTRUCTION DETAILS Co8 MANUFACTURERS LIGHTING DESIGN C=9 PARKING ANALYSIS Colo COMPOSITE SITE UTILITIES EXHIBIT April 29, 2002 Revised 5/29/02 PROJECT INFORMATION. TAX MAP NO. SITE AREA BUILDING AREA EXISTING ZONING BULK REQUIREMENTS: MAXIMUM BUILDING HEIGHT GREENSPACE FRONT YARD SIDE YARD REAR YARD 72-7,21 3 & 4 35.04 Acres 115,950 S.F. (Including Garden Center) PC-lA, Plaza Commercial Required: Proposed: 50" 28$,10" 30% 50" 30' 3031 36% If 14 MAP REFERENCES: DEED REFERENCES: TOPOGRAPHIC MAP OF NORTHWAY PLAZA SHOPPING CENTER SITE NPSC CORP. DATED: MAY 10, 1963 TO BY: JOHN B. VAN DUSEN NORTHWAY PLAZA ASSOCIATES DATED: AUGUST 28, 1989 MAP OF A SURVEY OF LANDS OF BOOK 767 PAGE 33 r.;F,'- - .. 1/ - : _ . - - �T -•e- Q MAGMM.11C AS CALL -GLENS FALLS, INCORPORATED tt-432.47 ,�j �ti 5 106.50 rr_444.oc ,... N '29'20"E DATED: JANUARY 28, 1965 GERTRUDE R. STONE 430 _, p ,-'ram''- -- - - - -- ,, Ce. 1.60' LAST REVISED: JUKE 19, 1967 TO M.M. ce M,r - i BY: JOHN B. VAN DUSEN NORTHWAY PLAZA ASSOCIATES, LLC 9 DATED: MAY 11, 2000 2010 �' -' 1., '� '. ` 2 s s -` �� �BMW, #" " �>err- -�427- - - _ _ - IJ©0_431'0" � MAP OF A SURVEY OF 42 = .-Y _ - _ W w A PORTION OF THE LANDS OF BOOK 116 PAGE 12 _ = I �` _ _ �`� _ _- '''') 156. 1 \ 3 / -_0 C.M. RUSSELL A. &GERTRUDE R. STONE M �-�� - - - ASP1aAL _ ` Tt-421 73 �! _ - - �• \ ,\ T M r ` T 3.22 . _ TOWN OF QUEENSBURY s9DCg - - _� �- 4 -4 \4.�v , Jp / SPHA� % , DATED: JULY 26, 1979 TO __ - '`_ _E - - l-- - -- ss BY: JOHN B. VAN DUSEN BMii 4 = �� �=' _- t=,�=�'$ ��\!\\ \\ sa Ir; 7. NORTH WAY ,PLAZA ASSOCIATES, LLC NOTICE OF APPROPRIATION __:— - ,--' = = ',_ - � \\ +l �� - �08ss ft. - z.oss sq.fL \ MAP OF LANDS OF DATED: OCTOBER 28, 1999 - J - \ ) _ GLENS FALLS -LAKE e� Irl �� .\) coos OCJu1 BM 12 .�i �_ .� r' l L "\ \ ` \.. •. �\ \\? \ ` \ \ '� IFS BLDG. NORTH WAY PLAZA SHOPPING CENTER BOOK 1162 PAGE 152 gH N0 ,417 /" s %�- \.",\ ;\ -"- DATED: APRIL 20, 1989 ___�_ \IF, s \, r, i \ a69 - MAP NO. i3 P / ` i . \� U } '\\v,' \%"' \ - '° '! ` _ �/ _ A V LAST REVISED: AUGUST 17, 1989 BOOK 4 A - - = - " 4` BY: COULTER & MCCORMACK • `Abz, P � 5"� \! "{'1 ' � \ - -- � - / - \. - a1 TF-412.93 e,N "`1 i•+�1 MAP OF A SURVEY OF A PORTION OF 1�j a , - -_- (� ���C ' '�' - 5 I \ h!�" ,J��) l t' k tt 42540® - � - . , � i - ►'� PINEVIEW CEMETERY NEW YORK STATE x,-- •V-I , / \\ 1l k jr ,t1.`.f,; ',' `\' /' / =- _,L :.-- �` ,.` / /\�` = \ \.wol O O �Y" H DATED: SEPTEMBER 19, 1962 /i �,1ycf / .�\ 1,ik 1� l,1 I 1 _ _ -/� v 410 \n�0 $ V , 1 'l `� Ik`tl� )� 1 / / GR��{.`'/ i.�� /. �425 - -C 1* - - i I4 LAST REVISED: JULY 6, 1964 ROUTE c� �.A`� �gg6 G� / - - ! Y ` l i 35 � a ASPHALT j ! �".l"III,IV,.i'411!, \ ,. ` �� 1L\ I d BY: JOHN B. VAN DUSEN i; II� Ih?'i,jii111 :,� t ? - -_ \ cn W O GY Go STREET d�/ - �f , , lll,�, t' l} _ � �_ _ I_ I.72' A �, .44 UPPER GLEN - - = 'l _ _ - LEGEND: i 11 1k / '♦ "�- 395.35 2 7 5 I I;�;'\,,�lk�,'� -' ��\ ` ' ' \ {• I �- v T -\ �'� �� - A �` ` ; - lk. ' 394.81 Cn� ' � 1)\' I ! I -� � � �l `� O / - I \ {-\ �� (ASPHALT SURFACE) . '' ; ` Q� � / ! 11) 1 `1�i;`� _ I — _, ►, \ `Q o IRS = IRON ROD SET TO BE SET 405.55 -0 / T�-395.20 / ! ` ' i - \` , C5 p� / ♦ / i I i I j1 ji Ii;+l jQFV4'PF \� �`' _ + / I ; 1 . I I' �\ `�••1 o IPF = IRON PIPE FOUND 4os " „y I,I'r' _ 1-.i ,�� t p6 / ' /pn. . 398.21 • j i I ,! ,, ,1 + _� \ _ -�\� '" , ` W \ \ \ o IRF = IRON ROD FOUND //� / / / rf 000e Dom � i �('Idl!ljr.+j (.\ . - � � \ L � � \ \ � f� 2 , } \ ' \ BM 18 F ,'_ o CIRF = IRON ROD FOUND . O i / -1 / \ S t • j�' 415.5 ' ' \ � I (/�_ O� ♦ -� / \ ` �I', 1 i \ '� — —. \ -'��` FVC-4A.7J_ — -�.� \ .\ / t \ ` ' V o R.R.S.F. = RAILROAD SPIKE FOUND BM i4 \ �O 1.1 / 11j,11l' , ) 1 \ � _ 4, -_ 1 t l ,1 I � t _ 1 A 43,501 s .ft. / I !I) j r \ \. `4 \ `� 1 ! ��- ---- o CM = CONCRETE MONUMENT FOUND r �� // % I Ii1t111l11 0 / \\ \ i 41 / \I \ / 005 p C5 = CATCH BASINS CON,� f- -- 1 I 1 1 I III \ \ � \ �"r \ '\ - FRS s = SANITARY MANHOLE I \ \-\. % 1 'l';'1� i ff' \ � \ \ � \,*, \ \ `� \ . \ .I��, \ 0 - a �/ � '. / . // ./ % \ . i t! { 1 1i 1 P� 1 \ ` \ \ \ aQr ON \ INE 1 , 1 , ® = ELECTRIC MANHOLE . �, II` BLDG - \ F♦ / i J \ --- - _ / \ ' I t �'' Oo \ \ \per,, V .s © = TELEPHONE MANHOLE •'� b� / -- / - \ / , 8 a3 !+i''!!I'; t� 21. 2 �.ft. 425 o / _ _ . \ 94. s ti I`ll`' ;l '\ PARCEL 4 \ �, � = UTILITY POLE / ` BM#13 -% \ s ) m I III' I`I `` \ 1, � \ �'. `'�\,U� I 4' li7 * = LIGHT POLE i % / -_ - \ , i I, I ! lli i ` � LAN \ -_ \\ �` 42 95 \ \ TF-397.56 / ,- . \ t , �4, " ,r r <, , '` LANDS N F'�OF � ri4s-4 , 1W ;RS \ ,_ ® =TRAFFIC SIGNAL POLE / �' ` / S AN N • ®-- .> / ,� / 3 / ` ', t it I ljj It r; ; t'�' \ ` I ` ANDRA RON - o6�'38'00�� \ \ ? , ®T55 = TRAFFIC SIGNAL BOX ,1. tea, /!; 1,,ill = HYDRANT // j" . // / � / \ r gy. / l�� i I11 ter \ 6 I 335 \33 \ \ \ \ \ I , 1 `\ �' s� \ } '� I?Iil�lll �" \ \ \ �98,484 sq. �`4 1 \ (�� WATER VALVE / / ,; ai = 395 I / / , ? " a / *� °' I' 1 I - '�. 4. 5-8 5 e S 1S -\ \ \ \ \ = GAS VALVE / - ' -�' �� -� / / - \ \ ; °°oR 1 I ��' \ i \ ` ` \ \ I I I G = GAS LINE MARKED / ; , - _ tt�39s15 / / / - - \ \ R \ k i I !' } \ t 420 5 = SPRINKLER , �# ,fir _ ` ` - - / /11 \ \ \ If \ \ I ! ;i �� � \\ \ \ \ \ \ _ VALVE �, _ Y- - / / f , / �a \�, Qas t!LI!I,f11pj }, \, \;11 �-,.11 // � - I ai C3 ' II) I (/� \ ; �\ i-, i r- \ \^\r/� -\{, ^ \, I \ / r' , % ENTRANCE /� �� fo 3I -%.:'' - - -_ / .\ \ . \ \ \ 1 I I , I;\� \.- �` ,).-� �_ \ I` \ \ Y'�\ Y`), _ \ It E ELECTRIC E ` - i - ,l • , �� \ `-,< \ \ .\ k_,, \ N \ 1 \ ! G = GAS ENTRANCE ,,� -/�t.�` ` _ - - _ / / / \ \, \ \ \ I'} ' '! \ f ) v� —�- = SIGNS ''',•- /%� , / / ' / i . ._ - •- ,Jpg \ � \ ' ,\ \ � •\ � °°°" i l � i `(/ , ,;.?;' 1 � �. \ �"` "�'`C—•—,�\--.--•--�-•. \ ` \ , � \ c%% \ / \ - -. - \ _ - - - , \ \ l �� \ - DOpt 7i I Ill ! X(; \ \ �.�\ \ \ \ \ O tN / i♦!1_~ - - . t \ tt-395.42 f 1 11%,i' \ \ \ \ = WOOD BOLLARD M 15 ''� % I it \ , \ ¢ D / I' , ; \ ! -- - 1 \ * \ , , I i ¢ 11,1 I/jI.�T � \ \ \ �\ \ a' � / • = STEEL BOLLARD 3so I ,� ,_ 1� I l cF / t� \ \ \,\ \ \ \ r - NOTICE OF ,�o t g � \ \ TREE LINE ; y 3° I ll�r IIl' _ \ \ \ \ r ` { - GLENS FALLS -LAKE �' , I �` = TREES S N N0. 417 ��'' ti = \ ' '' J \ j , ,t ( \ t /\ �.,, 0 1 ! I I ! l ! j I r�4o6.4s' \ __--�- _. ` __,� F� \ \ / \ �- ,' ' / \ ,\�\ \ \ / \ l MAP NO. 180 PARCEL. 220 -3W• / \ % .1 / � � � , i -�. \ ' � / \ ` i \ ® = SHRUBS BOOK 514 PAGE 246 t+ RRSF' P 4 `! \l `\/ �e*� / �� I,I� ;+' \� - �11 , \\ ` \ \\ \� \` \ SIGNS - / / / I t 1 _ Q6 4� 00"E \ ` / ' \ ) \'.` \ \ \ ® = MONITORING WELL PERMANENT EASEIvENT 77 III,", ,� s l \ ) I'j"I i \_ _\ / , / / \/ i —0-0 = CHAIN LINK FENCE : �' ' / TO 0 �' ," j l y� ` ♦`��,;, /�' ,,�', "'-"- _ J /'� °� i - ' L� \ \ ' l! /' �' ..- - '' } , / -.ram'' / % \,`,' / i, `' / \ —o o WOOD FENCE / _ _ - - GUARD RAIL `� 25. es ! 41' � !Al 1 l // / /l�,/, `� - -- - \\ \11,_ i i j % // �/ f. 1 j \ \ `. \ j 11��14.4c o TEL - TELEPHONE PEDESTAL , - / / 1/ _ o = STAL l / t / / - j = \- / ,) l'l /z ii' s CN CABLE N PEDE ; / '�''� � , , , � ! k / / ,, �ji/� �� �'' - BORING LOCATION / ,, / r /� - ® MONITORING WELL �� \ - �F �� /�i/{/j'� \\;\ \ \\�' \, /�i //' il? �\ �ELS�4�-&0 �� \ _ ip 'S / _ ! 1 - w-xlcc g0 ! l / ,.� - / /ii // \ \ \ \ \\ \ ..\.\ \ \ / /. / /� C:, �j �/ jji` ,�� 1 I \ \\ \�\� '� IOg �// %! 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I.'� "�f , ( - I` `.. ``J�V.4i•T' / iJ �\/ \ 959��p\ 1 �� { 1[ ` 7 ) I1,1 \`iI 1: ` `., / / �r - -- - t Up 4 I )I`t I•i • _ r r r _ 370 I '\ , ' // j/�%%% F r`1. ���I / / \ a �- % - \ \ vt" ± 1I` ' 1 ',\ 11l,ii �.�'' if'\1` iti` r r ) \ M {III 350 55 r _ r r :<//// ( • / ' ' \ \ SaL43-4f)iVl� // - - / J r l -!�" T- , , . \, s I , :, '�'\ \� 340 1 5 t ♦T9p t \ i\//y//\ ' \ `�- - �_' ./ - 3cs a6o ass 35o b sao VIJETLANDS // /` I sj -,� _ r ,`/ 37o CrBYTERLJ�E OF 3 . . . . . - - BENCHMARKS % - Ili -C15 \ \ \\,`\ \`\ , t � - . /� \ i!J -' � WAY TO NIAGALRA PARCEL 3 FLAGGED BY OTHERS P\\\ \,N .. � /\' :,k ' ' - __ _ MA14AVW POWESt CORP. TOWN OF TaI�VSBIRY � . _ _ . _ BM#1 -NUT AT POINTING ARROW ON HYDRANT, ELEVATION=368.829 �' \ \ 7_�. 1 ., / / \ ,/ ;/, _ BOOK 446 PAGe 0 - ` \ I .. ' ' // , �ii •O.B.-PARCEL 3 NORTHWAY PLAZA ASSOCIATES, LLC . _ r C6 BM#2 - "X" CUT ON N.W. BOLT OF LIGHT POLE BASE 39H ELEVATION=378.77' . O t)� $Mi \ t . \ / / _ DATED OCTOBER 28, 1999 ,. 4, \ �„ ;, ,/// i/,iL BOOK, A62 PAGE 152 BM 3 - RAILROAD SPIKE IN 14 PITCH PINE, ELEVATION = 375.35 C�'At .1. ice I . '' /. BM�4 - NUT AT POINTING ARROW ON HYDRANT, ELEVATION=366.48' '�� i \ `" l/ ." .. i BM#5 - RAILROAD SPIKE IN UTILITY POLE NM6, ELEVATION=386.40 /� / //� ' f~ / ` LANDS N/F OF BM 6 - RAILROAD SPIKE IN YELLOW BIRCH, ELEVATION=381.669 1*1 1�� Y, .. .. BM#17 -NUT AT POINTING ARROW ON HYDRANT, ELEVATION=400.54 / / - EVATION=405.81 • TOWN OF QUEENSBURY 91 36 11 \ / BM#9 -RAILROAD SPIKE IN UTILITY WHITE �� � / - NOTICE OF APPROPRIATION 256/399 //'. ` s5. FALLS -LAKE GEORGE �i- BMA 10 - S.W. BOLT OF LIGHT POLE BASE 59H, ELEVATION=437.57' / '. '. SA NO .49 1 t FLOOD ZONE INFORMAl10N: - .56' / /i; ',. No. m PARCB. NO.2D BM#11 -NUT AT POINTING ARROW ON HYDRANT, ELEVATION-418 / � ` �, %///. if BOOK 497 PAGE Z8 v2d ; 1 ENTIRE AREA OF SURVEY LIES WITHIN ZONE "C" AREAS OF BM 12 - N.W. BOLT OF LIGHT POLE BASE 55H, ELEVATION=419.10' /. MINIMAL FLOODING) AS PER NATIONAL FLOOD INSURANCE # _ RAILROAD SPIKE IN ASPHALT AT PROPERTY LINE OF %! . ; / . / PROGRAM, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL BM#13 y'}:'` 355 %��j/ NUMBER 360879 0026 B, EFFECTIVE DATE: JULY 16, 1984. TRUE VALUE & McDONALD'S RESTAURANT, ELEVATION=398.06' RIGI-1T of WAY AND EASEMENT -o //// BM# 14 - 2 INCH BOX CUT AT N.E. CORNER OF TRUE VALUE SIGN BASE, 1N THE LANDS OF \ ELEVATION=403.27' NPSC NOA IO BM# 15 - N.E. BOLT OF LIGHT POLE BASE 47H, ELEVATION=392.78' PETITIONED BY THE TOWN OF ` THIS SURVEY WAS PERFORMED WITH THE AID OF TITLE REPORT BM#16 — NUT AT POINTING ARROW ON HYDRANT, ELEVATION=385.24' C&JEENSBLRY AND CSgMAl- BM#17 — NUT AT POINTING ARROW ON HYDRANT, ELEVATION=423.42' AD NO. CW0102062 FOR LANDS OF NORTHWAY PLAZA ASSOCIATES, BM 18 - RAILROAD SPIKE IN 10" OAK, ELEVATION=431.05' SEM2 DISTRICT AM \ TITLE REPORT NO. CW010049 FOR LANDS OF GERTRUDE STONE AND # - , N.PaC. CORPORATION THE RESPONDENT. DATED JIVE 8,1989 BOOK 757 PAGE 276. MTE, MAP ATTACHED TO S0-1EDLa.E 'A' PLACES EASEMENT AS SHOWN AND NOT ON SUBJECT PROPERM. TITLE REPORT NO. CW002279 FOR LANDS OF FRANK BORK AND BM#19 - S.E. BOLT OF LIGHT POLE BASE 61H, ELEVATION=440.04 ALEXANDER J. POTENZA. ALL TITLE REPORTS FURNISHED BY BM#20 - NUT AT POINTING ARROW ON HYDRANT, ELEVATION=452.34' COMMONWEALTH LAND TITLE INSURANCE COMPANY. $_ N E-4 O rzk En .-, W 1.4 611 U R d ul P II W Ei 114 H ~ <' $ 04 A� E4 O U o 41 6 r_ 4. U w Q IS mI i .) .w $4 $4 z � w F--1 0: 4) a, b cd .. • z w 5 � .6 t • t0 a V E �+ d H O a � K w c w I p I 9 A 4) r, 0 W cr w a . II O 0 O E0 I j < Y ens€ I 'I bf ..�I M1 j 8 ly : § - b2 10 CO CO cQ ko .-4 .. 10 �'04 r , V w $4 z a -Qy a " 4) Z ;3. Im >.4 w ��� (1) � 4) z r> (1) ;> cy cn � V1 V) d Z 7 0 04 10 L_ 11-4 ow 10 tiJ) ^ ;"' 0 r- � x Ix w Qs co co kc ._ ..= :�, S-1 rT2OF2 E60 DWG. NO.01280 - -. / L— / — L, %J CX. T LAYOUT NOTES' 1. All lines and dimensions are parallel or perpendicular to the lines from which they are measured unless otherwise indicated. 2. All line and grade per Drawings and Specifications shall be laid out by a New York State Registered Land Surveyor or Surveyor engaged by the Contractor. All staked layouts of pavements and site improvements shall be approved by the Owner's Representative prior to installation. 3. Storage areas for Contractor's equipment and materials shall be on and within limits of work as shown on the plans and as approved by the Owner's Representative. 4. Contractor shall verify all existing conditions in the field prior to construction and report any discrepancies in the site survey to Owner's representative prior to starting work. 5. At all locations where existing curbing, bituminous concrete roadway or concrete sidewalk abut new construction, the edge of the existing curb or pavement shall be saw cut to a clean, smooth edge. Tack coat exposed edges of existing bituminous concrete prior to placement of new bituminous concrete pavement. 6. Dimensions on parking lots and roadways are from face of curb or edge of pavement to face of curb or edge of pavement 7. All new work shall be staked —out prior to construction. Owner's Representative shall be notified of any discrepancies. 8. Field adjustments must be approved by the Owner's Rep. and appropriate municipal officials prior to construction. 9. All existing utilities are shown in their relative position. Contractor is responsible for verifying the vertical and horizontal position of existing utilities prior to construction. ENLARGEMENT A ENLARGEMENT B the LA group GRADING NOTES 11. Pitch evenly between spot grades. All paved areas must 20. Men excavating and filling in tree areas, use extreme 26. Slope sides of excavations to comply with local codes and 1. Existing base information derived from field survey dated pitch to drain at a minimum slope of one -eighth inch (1/8") caution to protect root systems of trees not indicated ordinances having jurisdiction and OSHA regulations. December 8, 2001 performed by Van Dusen & Steves LLC. per foot. Any discrepancies not olowing this to occur to be removed. If, in order to perform excavation work, Maintain side slopes of excavations in a safe condition until shall be reported to the Owner's Representative it becomes necessary to cut roots of plants to be saved, completion of backfilling. 2. The location of underground utilities shown on this prior to continuing work. such roots should be cut neatly. plan are for information only, and all utilities may 27. During grading operations, drainage of the site and adjacent not be shown. The Contractor shall contact U.F.P.O. 12. Any area outside the limit of work that is disturbed shall 21. All storm sewers shall be constructed accurately to areas shall be maintained continuously to prevent erosion (1-800-962-7962) and the proper local authorities or be restored to its original condition at no cost to the line and grade, properly bedded, and shall be so or other damage. Men it is necessary to interupt drainage respective utility company having jurisdiction to confirm Owner. constructed that all joints are soiltight. or other existing utilities, provide temporary facilities until the location of all existing utilities before commencing permanent work is completed. work. Any costs incurred by the Contractor due to 13. All proposed top of vertical curb elevations are six inches 22. Set catchbosin rims to drain surrounding failure to contact the proper authorities shall become (6") above bottom of curb unless shown otherwise. area and at some pitch as sloping pavement. If 28. The existing and proposed catch basins shall be protected from the responsibility of the Contractor. structure shown adjacent to curb, set grate tight to silt laden runoff with filter fabric and straw hay bales, as indicated. 14. Where new p"ng meets existing paving, meet line and grade curb face. The contractor shall maintain inlet protection measures with all areas 3. All - grades set in the field to be completed by a New of existing with new. At all locations where existing that are served have been stabilized. York State Licensed Land Surveyor. pavement abuts new construction, the edge of the existing 23. Extend designated limit of work as necessary to pavement shall be sow cut to a clean, smooth edge. grading, tree protection, and site 4. Contractor shall verify all conditions in the field and prior to placement of new pavement. utility work as required by these Drawings and report any discrepancies between plans and actual Specifications. conditions to the Owner's Representative. 15. Excavation required within 3 feet of existing utility lines �4. Should anything be omitted from the plans which is soil with machiner . necessary for a complete understanding of the work, or 5. Contractor shall verify proposed grades prior to I Contractor shall repair any damage to existing utility lines should any error appear in the various instruments construction and report any discrepancies to the Owner s or structures incurred during construction operations at no Representative. additional cost to Owner. furnished or in the work by other Contractors affecting the work covered hereby, the Contractor shall and will 6. Contractor shall establish permanent secondary benchmarks promptly notify the Owner's Representative, and in the event of prior to the start of construction. All secondary 16. Contractor shall notify Owner's Representative when rough the Contractor's failure to do so, he shall and will make benchmarks shall be so located that they will not be grading is complete. Finish grades shall be adjusted in good any damage or defect in his work caused thereby. disturbed by construction. in field, when necessary, by approval of the Owner's Representative. 25. Prior to project close-out, Contractor shall remove all 7. Contractor shall provide dust and erosion control per materials from site. Also, any Specifications and as approved by Owner's Representative. 17. Grading shall include utility excavation and stockpiling damage to field or factory applied finishes shall be of any organic topsoil and any suitable materials above the repaired. -2 Z. . F. 1 8. All points of construction egress or ingress shall be finished elevations shown on the Drawings. These materials 0 is F , I . maintained to prevent tracking or flowing of sediment or eparately and protected from erosion. 7-421.73 � Ce . 1 --- debris onto public roads. 0* nApbw r�: -::E.7:-,�;_----- '-.-- 18. All areas requiring fill shall be brought to grade ,,�� ,---'�:; - iiiI, - 9. All fill slopes 3:1 or greater shall receive biodegradable required in 6" maximum compacted lifts. General fill -- �, - -- --,;� * - - -�-- � �, ,I----- -� ,�.-_-- � �' --'- -�� fabric or approved equal for erosion control, unless shall be free of deleterious material, contain no �� - ��-� 0, � - otherwise shown or directed b Owner's Representative. gravel larger than 2", and shall be compacted in an ;, _q�- I! - I y :�-- - f I - approved monner. � � . ".,-. - .. - I i � .1 , . � -, I - �:----. I . - - -_ill: i . I 11111111 11 ly �! t, � """""" Q 1- I .-INNINN"""""" 10. Contractor shall blend all new earthwork into existing 19. Grade areas adjacent to building lines to drain away -- "�- - � � %; - , &,#,NiN -- ---� grades at limits of grading work. Provide smooth, from structure and prevent ponding. Finish surfaces - : 4- - � � W0,111' � 7 - 93 1 10- -1 '. - . rounded transitions at all top and bottom of slopes. shall be free from irregular surface changes. � I � - - '. . �- ------� , 1, I_ I - I_------ - NEW YORK STATE - 1, -1 I 1`1 ." I I--, l,' . I 11 OIN- � -- / t&. I- - "-� I I I'- 1-� - - .", 1.N,%--0""""`� . I " ,�, I - I � vd%� i , �6- f� . V�� � i , , y k 1. I 105� -, i l I � , (ASPHALT SURFACE) . ,�,Ncf ..I ,'Wft,-a&55 I I - I I 40!kW I I : I I U .- . I '. I � _ -N&20 . ., ; I, l�vf�' '. -1 I - C. . . '. I I- NO � . , �z , - �� I . I I �t ..� e*�\ � . . .. 01" a ffl, e -- 11 I,! I ___---- 7-43247 ,� "ii; .11, ce - - .1-,5 1 . - 4 -1 " W-444,06 1, ::::--���� �- � . - I . 1- : ` . I ,;; - �- - .:- - - .. I I'll . 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I I STORMWATER STRUCTURES STRUCTURE TAG ELEVATIONS - INVERTS RIM I- OUT CB1 -- --[-N---1 , SEE ARCHITECTURAL DRAWNGS C132 � C133 ---.- %-- , 391.4(12-) 387.39 (18") -,-.-- Ill- 1 1 II: CB4 397.0 379.14 379.14 It - C135 397.5 379.77 379.77 � C86 396.0 380.57 380.57 III: C817 396.4 381.22 (12-): 381.22 (36") 381.22 3M.7 381.8 381.8 C878 386.0 382.6 CB8 390.3 - 382.25 (30") 383.3 (18") - 382.25 (30") CB8A 390.3 386.5 (12") C89 - 388.0 - 382.25 (30") 384.0 (18") 383.0(30-) CB9A 388.0 384.5 (12-) CB1O 388.3 384.75 384.4 - CB10A 38113 384.9 cell 390.6 387.12 387.12 CB11A 390.6 .387.2T- - CB12 397.5 388.14 388.14 - C813 397.5 .389.94 (12") 389.44 (18") . C814 397.1 391.3 391.3 C815 397.0 393.5 - CB16 392.6 384.6 384.6 C817 394.4 386.5 386.5 CB18 395.7 389.1 389.1 CB19 398.0 394.5 (12") 394.0 (18') CB20 422.0 411.95 411.95 - C821 419.0 414.95 414.95 C822 419.0 . ----- CB23 388.9 384.6 384.6 C824 391.2 387.3 (12") 387.3 (12") 387.2 (18") CB25 388.7 STMH-A -393.65 398.1 387.4 387.7 STMH-13 398.. 391.2 391.1 STMH-C 398.4 393.16 393.16- STMH ,D 398.10 393.93 CB26 391.18 387.75 F.E.-I -- - - 377.50± F.E.-2 - - 378.15± F.E.-3 - - F.E.-4 - - - 375.65±_ F.E.-5 - 7.25± F.E.-6 - -----F 377.50± 1 F.E.-7 - - 1 376.00± 1 F.E.-8 - - - 1 370.00± 1 I . - � � , . 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I I . - - .1 - . , , I . . : : 1 : � 74.jc jl�, I I I � � �`,-1 . 6e kkk \ �, I - % I I - -, - - - . , -- - 1. -, - ., .- . - - - - , I - . . � I � I I � I I, � 11�o, 1. I, i . . I a " -:1 - - operating experience unless pollutant loadings have been determined prior to installation. I . ,<� - - - - � . ;'-, -z � 5 - - I . � , � - - , , . I . :bz, �� IT% , I , , , ---7-- � � I I : . . . � - - . - 4r� -q L, I! 1 . I - , -- , , , I A�lh , " ,� & & � � / .� 1, I - . 350 I � 11 I I � -I,-- -- - 11 I I � I 7: I �-- - I � . I � � , " . - -- � . . - - �', . I . IN , - 'I- �f-, I I 5 \ � I . I ; . ASMALT 1 " I I � I I � - � -- � . 2. Visual inspection of the treatment unit and oil sorbent material will be completed after every run-off ip- <,\, I � I I � � I . I - - 11-1 PROPOSED STORMWATER PROPOSED NIN, acid event within 30 days of a new installation. This inspection should provide a measurement of accumulated �6 � � I \ . I .1. TREATMENT UNIT , sediments and floating debris in the separation chamber. -P . I I . F � IN I 1, � I 11�1 -1 .- - ----- -r-', WETLAND PROTECTI .oe TF-3601.71 .: III, I I I , @ RIM 362.7± (MEET EASTING GRADE) ON , I � I I - . I . I ' ' , FENCE @ ,;�, * i . "A ' L I I 11 INV. IN 345.80 A2 3. The treatment unit will be checked once per month for floctable and accumulated debris. A vactor truck : . I TYP. * I I 10 � �. , -1 I I / I . 345.18 .,/ cis .11 will remove collected solids and debris as required. .(P - , �� % . , E MAINTENANCE NOTES) a a a . . "I's "I, . . , I ' .� I 1� I'll l - � � . -J - -- .*' Ifo, - ..�-" I . . . ''I �, I I 'Al - 4. On a seasonal basis, the structure will be cleaned of decomposed materials. � . \& -1 ., i \. -- I I 1. I I � � I I I I : . 36 I I, I I 1 - .1 " -Y 1 5. Replacement of oil sorbent material will be determined by visual inspection. The wasted sorbent should be . I , 11N I - I'll - . disposed of as a hazardous waste in on approved disposal method. \k � , � V.10*\ �, , � I -��-, OW-360.17- . � , , 6. The treatment unit will be inspected for physical condition on an annual basis. Any damages will be repaired -.,�. I , , , % It' - ., . . I - as required to maintain unit function including replenishment of the sorbent material. I 1.�* 1% -f - I : p �`� , -1 I I � I " \ ,,- .1 .1 1 1 1 : I . . � 1. - 7FINN.355.25' � 7. The maintenance program will be documented and retained by the property manager for agency review, as X I I : I . I I 11, .11, \� I I GRAPHIC SCALE I ! I 'k : � I � I . . 11 � I �11,11V.-35.9y' 60 0 30 60 120 1 i %� I z CAk I IIIIIIIIIIIII I . I I . - I I I � I q : - I IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII I 1��-- - .,� ". I ( IN FEET ) I inch = 60 ft. Landscape Architecture and Engineering, P.C. 40 Long Alley Saratoga Springs New York 12866 518/587-8100 Telefax 518/687-0180 1-71 Unauthorized alteration or I addition to this document is a violation of Section 7209 of the New York State Education Law. @ the INA Group 2001 Desian DRC Drawn JCM ARCHITECT: Greenberg Farrow Post Office Plaza 50 Division St./SWte 300 Somerville, N.J. 08876 Tel. 908-725-5857 Fax. 908-725-9674 SURVKY: Van Dusan & Steves 169 Haviland Road Queensbury,, N.Y. 12804 Tel. 518-792-8474 _ VN-o 00 C) t-- = . 0 * g� Z. > 0% E-4 0.40 " go 0 W 0 0 g g6 Z 0-.4 M4 "4 0 Q'%w Z E-4 "4 0.4 PQ 0.4 .< 1:� W r--1 IW4 � 04$ gJ4 g 0 41� 9 = = = W &NI �0 �:) gg = -1 C) 4= 0.4 F-0 en V) Z ll� ).4 �4 A. 04 0 W EM4 >0 0 0 �. . .< Z PLO W 04 .< W Z g C� ON 0% 0.4 0 W E-4 04 �:) .18 W ::) M 0 :� 0 1:4 W Z Z ON04 0 0 &d W W 1:� ,1� Z >4 �:) 04 ;� 0,0 r- Revisions 5/29/02 Project 01122 Date 4/29/02 �-IAD # 11221base Drawing C-2 the LA group Landscape Architecture and Engineering, P.C. � . . . - * . , * ....... .... 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J the LA Group 2001 Design DRC Drawn JCM Checked DRC ►RCEMCT: ,,reenberg Farrow lost Office Plaza i0 Division St./Suite 300 iomerville, N.J. 08876 'el. 908-725-5857 Pax. 908-725-9674 )URVEY: Ian Dusan & Staves 69 Haviland Road �ueensbury, N.Y. 12804 rel. 518-792-8474 z a a w z 0 �4 0 z O x c� a w a W z Aw�z ON ►.�.� r�w V 0-4 °z O � w A z z as Revisions 5/29/02 Project 01122 Date 4 29 02 CAD # 1122base Drawing C-4 —WASH CONCRETE TO the LA group PROPOSED EXISTING DRAIN - SMOOTH FINISH Landscape Architecture BITUMINOUS DEPTH OVERLAY PVMT. -�� and eerie , P.C. 81TUMINOUS � g CONC. TOP COURSE NYSDOT 40 Long Alley TYPE 6F (ITEM 403.17) Saratoga Springs 6" BOLLARD New York 12866 12'-00 TRANSITION KEYED PAVEMENT 518/587-8100ag; TO BE FLUSH W/ SCHEDULE 40 STEEL AS INDICATED Telefax 518/687-0180 EXIST. PAVEMENT ON PLAN. 4" BOLLARDS IN FRONT OF TO REMAIN GARDEN CENTER PRIMED AND PAINTED TO MATCH THE CHAINLINK FABRIC, •--•— 1 I/2" ASPHALT TOP COURSE, N.Y.S.D.O.T. TYPE 6F (ITEM 403.1701) p " NOTES: 2 I/2" ASPHALT BASE COURSE, N.Y.S.D.O.T. TYPE 3 (ITEM 403.13) t i i i i i i i i i i i i j i i i � i i l i� i i i i i � t � t t i: Hill i l i. THR 1$1! i i i i i i i i i 6 BOLLARDS TO BE PRIMED a PAINTED YELLOW •TREE SHALL BEAR SAME RELATIONSHIP o Q o 80 0 9 a o s 8 0 •o ° TO FINISH GRADE AS IN THE NURSERY. o OOOo ° 6" COMPACTED GRAVEL SUBBASE `�'o° �'° o•" 'o Q ��'o Q �'o Qp *THIN BRANCHES a FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF La G2� o: o: oo., o:• �:• oo.' .. oo. �•' 1 1/2' MIN. DEEP e O °O0000 a° N.Y.S.D.O.T. TYPE 2 (ITEM 304.03) � $ � • �oo: � o� � o� � •• •o:, o . : '•'o • o TREE. NEVER CUT A LEADER. �y G{� pO °BO pO o 0 00,Q0 o �' o0 0 = KEY INTO EXISTING WASH CONC. TO DRAIN •TREE SHALL BE PLUMB a STRAIGHT. o� 0 0 0 O O �or� �i aDcQ� p p p �• . o..o o .o 0 o PAVEMENT I la I Ia I I-11 � I FRI I FINISH GRADE � ATTACH 1/8" GALV. STEEL CABLE Unauthorized alteration or TO STAKE. NOTCH STAKE TO RECEIVE -I I _ I _ 1511 - - COMPACTED SUBGRADE EXIST. BIT. CONC. CABLE. ENCASE WIRE AROUND TRUNK addition to this document MIN. 95% AS PER GEOTECH. REPORT PVMT. a BASE A. IN REINFORCED RUBBER HOSE ABOVE is a violation of Section I I� I= 11 11' 4° BOLLARDS TO BE PLACED 6" FROM GARDEN 7209 of the New York State &I. ITUMINOUS PAVEMENT DETAIL CLEAN a TACK COAT a I I1 i i i i r-i i r- FIRST BRANCH. SECURE ALL ENDS OF ALL EXIST. SURFACES =�� � �1� _ (1 CENTER FENCING, CENTERED 9 O.C. IN FRONT (N.Y.S.D.O.T, ITEM III -I I I� I I --I 1 • . I I— OF EACH PARKING STALL. CABLE WITH GALV. CLAMPS. Education Law. NOTE: N.T.S.407.01) I 14' GALV. TURNBUCKLE EA. CABLE © the LA Group 2001 CONTRACTOR TO USE PROPER COMPACTION PROCEDURES WHEN BITUMINOUS CONC.OVERLAY I ° ' (f 3">a x 8' CEDAR STAKES, 3 PER ASPHALT ABUTS AGAINST CONCRETE. II 4 II- TREE. STAKES TO BE SAME HEIGHT, 2. CONTRACTOR MUST PREPARE SUBGRADE AS PER GEOTECHNICALo =11 - 12" o CONCRETE COLLAR 2'-O° DRIVEN IN ON AN SLIGHT ANGLE. REPORT BY TECTONIC ENGINEERING. DATED APRIL 4. 2002 (D�w/ N.T.S. 11 FORM WITH SONOTUBE TYP. STAKES TO BE OUTSIDE OF ROOT BALL. TRANSITION �' .A ' < I k TO A HEIGHT PALL OF DECIDUOUS TRUNKS LOWEST Design DRC III I . • • . ' I I fI. GBRANCH (FALL PLANTING ONLY) • NOTE: THIS DETAIL IS FOR NEW BITUMINOUS PAVEMENT ADJACENT TO EXISTING BITUMINOUS I I - EXTEND BOLLARD THROUGH `� '' : 3" HT. PLANTING MIX SAUCER Drawn JCM I I/2 ASPHALT TOP COURSE a '•��,.-:.; �' N.Y.S.D.O.T. TYPE 6F (ITEM 903.1701) PAVEMENT TO REMAIN. I C CONCRETE 3" DEPTH PINE BARK MULCH; I PROPOSED PROPOSED PAVING EXISTING PAVING I • 1 PULL MULCH AWAY FROM TRUNK. Checked DRC 3 /2 BINDER COURSE, N.Y.S.D.O.T. TYPE 3 (ITEM 403.13)TO REMAIN - I1=II 11 AMENDED PLANTING MIX, COMPACTED TOP COURSE i i-i i i-� �- �- UNDISTURBED SUBGRADE CUT ROPE SURROUNDING BOTTOM OF TREE o ° PROPOSED KEYED PAVEMENTTING T B FLUSH TRUNK AFTER BACKFlLLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. Dg 000000O 8° COMPACTED GRAVEL SUBBASE BINDER CURRS 12° w NATIVE SOIL DRAINAGE MOUND, o 00N.Y.S.D.O.T. TYPE 2 (ITEM 304.03) COMPACTED TO 9296 �° 00 000 000 00 �� , �� UNDISTURBED SUBGRADE t—III—I 11—III o e 'oo ' 'oo ' -� ,-III=III- COMPACTED SUBGRADE . TREE PLANTING MIN, 95% AS PER GEOTECH. REPORT o: oo.o oo.oQ�; " PIPE BOLLARD DETAIL Q' 'o . o o . I I/2 MINIMUM DEEP KEY C " ° .a' INTO EXISTING PAVEMENT 17 . o.:c 12 N.T.S N.T.S. HEAVY DUTY PROPOSED COMPACTED SAS EXISTING BASE MATERIAL BITUMINOUS PAVEMENT DETAIL MATERIAL188) 2 REFER TO BIT. CONC. DETAIL 1 p,� —SIGN PANEL PER x E COMPACTED SUBGRADE C-5 LETTERING PER THE MANUAL OF N.T.S. ❑ UNIFORM TRAFFIC CONTROL DEVICES NOTE: NO. P4-6C; BACKGROUND COLOR TO 0 4 CONTRACTOR MUST PREPARE SUBGRADE AS PER GEOTECHNICAL PAVEMENT KEY WHITE, CHARACTERS TO BE BLACK, REPORT BY TECTONIC ENGINEERING. DATED APRIL 4. 2002 INTERNATIONAL SYMBOL OF ° '� *SPACE SHRUBS AS ANSI STANDARD HANDICAP LA ACCESSIBILITY TO BE BLUE �"' INDICATED ON PUNS '' "'"; PROP. BIT. CONC. / EXIST■ BIT■ CONC• SYMBOL CURBTOR WALK'-6" OFF EDGE OF 8 —1-3/40 SQUARE GALV. STEEL POST ` � c� � 3" DEEP MULCH NOTE: N.T.S. i PAINT ONE PRIME AND TWO FINISH =o o ° 5" CONCRETE, SEE CONCRETE SPEC. CONTRACTOR MUST PREPARE SUBGRADE AS PER GEOTECHNICAL COATS BLACK MARINE ENAMEL 3 HT. PLANTING MIX SAUCER REPORT BY TECTONIC ENGINEERING. DATED APRIL 4, 2002 3° FG. " 2" SQUARE GALV. STEEL SIGN POST v � 3 9" STOCK SLEEVE TO MATCH POST CUT AND REMOVE BURLAP �* -:-- FLUSH CURB TRANSITION CURB p FINISH GRADE (LAWN OR PAVEMENT) S,.'': FROM TOP I/3 OF ROOT BALL • .. •; ° 300 I MIT(... •, s (PP " �p 00 0 0 ° 0 00 6" X 6" # 6/6 W.W.M., 3" CLR 0 o Q? G}� _ `;.I :•; I a _ _ _ —AMENDED BACKFILL °° 0 °O Oo 1/4" REVE�L 6' 68 • I I j �` 20 DIA. SONOTUBE FOOTING SCARIFY SUBSOIL 1—III— I I —III M ,•. I 3000 PSI CONC. • ' TO MIN. 4" DEPTH ^ Zj —III I III- r...40 I�i w COMPACTED SUBGRADE _ VARIES 2' MIN. 5 4" , r (SEE LAYOUT PLAN) 12° DEPTH GRANULAR SUBBASE COURSE I II , �� — 4" I t A NYSDOT TYPE 2 30" DIAM. COMPACTED SUBGRADE SHRUB PLANTING DETAIL '� aCOMPACTED TO 95% STD. PROCTOR L _ _ JL -- 4" 18• • O Ira w 5" DEPTH CONCRETE PAVT. DETAIL N.T.S. 0 a Z w I. ALL PAINT TO BE CHLORINATED RUBBER -ALKYD TYPE O w O t-j 3 N.T.S. TRANSITION CURB DETAIL AASHTO M 248 (FS TT-P-115), TYPE 3 COLOR WHITE NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. A 0 Z NOTE: CONTRACTOR MUST PREPARE SUBGRADE AS PER GEOTECHNICAL 9 N.T.S. A w F� REPORT BY TECTONIC ENGINEERING. DATED APRIL 4. 2002 HANDICAP SYMBOL HANDICAP SIGN w 04 13 N.T.S. 14 N.T.S. o M �a �_ " POST .T. W W 7" CONCRETE, SEE CONCRETE SPEC. 01 I 6 a 1•�•1 10 BEAM RAIL SEE SPECS. w w BACK-UP PLATE w/ �'�1 © O • ...:.: .: Fail ^HMV) 00 0 RAIL WASHER 861 1 1/2" X 1/80 THICK FREE fTANDING HANDICAP WASHER (CUT STEEL) SIGN TO MEET ANSI STDS. 16 o CHAIN LINK FENCE O O 0 6" X 6" # 6/6 W.W.M., 3" CLR II/16' I.D. HOLE (12 x 18" MIN. SIZE. 4'-0' C-5 MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN - HEX NUT BYAA VEHICLE IN T HISRSPACE. 10 PROPOSED ��� 12" DEPTH GRANULAR SUBBASE COURSE - = C-5 NYSDOT TYPE 2 - ° GUARDRAIL 4 WIDE PARKING COMPACTED TO 96 STD. PROCTOR RAIL BOLT, LINES PAINTED WHITE BITUMINOUS GRANULAR MATERIAL TO BE COMPACTED SUBGRADE ONE PER POST PAVEMENT 1,2 WASHED #2 ROUND STONE MIN. 2° THREAD M NON - HC PARKING ANS DARD C-5 rDEPTH CONCRETE PAVEMENT M STEEL "H" POST AT SPACE (TYP.) CAP SYMBOL 4 3/4" BOI.T HOLE 8' O.C. AS PER N.T.S. FINISHED Q$ NOTE: C NTPOET NYSDOT STANDARDS � o O 0 o �= S T 190 CONTRACTOR MUST PREPARE SUBGRADE AS PER GEOTECHNICAL PAVEMENT ��� 01 EXTILE FABRIC REPORT BY TECTONIC ENGINEERING. DATED APRIL 4. 2002 NOTE: Oo 0 o O0 O 0 O GEO 11, �� SEE SPECS. MAXIMUM SLOPE WITHIN ° 00 0000 COMPACTED SUBGRADE 00 �o 11 �I I a I I � I �I I I I ( I UNDISTURBED OR HANDICAPPED PARKING �b FINISHED GRADE AND/OR STRIPED AREA U `,1 PROPOSED SHALL NOT EXCEED 1:20 JOINT SEAL PER SPEC. NO -PARKING STRIP 3'-0" 2'-0" RETAINING WALL 2" 2" PAINTED WITH 4' TOOLED JOINT W/ 1/4" RADIUS DIAGONAL LINES EDGES AS SHOWN, TYP. 91-0" TYP 81-0" TYP. 8'-O" TYP. VARIES MIN. MIN. 16'-0 MIN. NOTES: L L ` a PREMOULDED JOINT FILLER 1. ALL NUTS, BOLTS 8 WASHERS ARE TO BE MIN. A GALVANIZED. EXPANSION JOINTS TO OCCUR 60' O.C. MAX 2. ALL SPLICES ARE TO BE MADE AT POSTS. TYPICAL PARKING LAYOUT DETAIL GRAVEL STRIP DETAIL Z Sol1/2" JOINT a AT ALL CURBS, WALLS. a WHERE SHOWN 3. BACK-UP PLATE IS PLACED BEHIND RAIL ELEMENTS19 ON PLANS OR OTHER DETAILS AT INTERMEDIATE POSTS. i.e. NON SPLICE LOCATION. 15 N.T.S. N.T.S. a EXPANSION JOINT W G a 2" 2° TOOLED JOINT 5' O.C. OR AS SHOWN PASS THRU CAP ON PLANS a OTHER DETAILS OR • , TO MATCH EXIST. SCORE JOINTS. 10' MAX POST SPACING BEAM GUARD RAIL LINE POSTS ONLY TOOLING SHALL ALSO OCCUR AROUND KNUCKLED SELVAGE..TOP RAIL 166 OD ENTIRE PERIMETER OF CONC. PAVEMENT. • 4 e 10 POST TOP 1�1 N.T.S. • BRACE BAND W/ STAINLESS STEEL O v a RAIL CLAMPS 12 GA. TYP. LL I/2" JOINT SCORE JOINT [--� >14 AR BOLT CIRCLE REQUIRED, CORNER POST 2.875" O.D O SET TO MANUFACTURER'S GALVANIZED STEEL CONCRETE PAVT. LIGHT POLE AS PER TEMPLATE. SLEEVE " LIGHTING SCHEDULE � w AND SPECIFICATIONS. I CHAMFER TIES 14" O.0 FUSED FABRIC BONDED 5 GA Z EXPANSION/SCORE JOINTS h.1 w POURED CONCRETE BASE, � 5 3000 PSI CONCRETE, BRACE RAIL ON SECTION ADJ. N.T.S. = RUBBED FINISH. — TO GATE BOTH SIDES ,�/ 3/4 x 32 x 4 GALVANIZED STEEL w W BOLTS AS PER MANFACTURER'S 12 GAGE ZINC COATED BANDS E-'1 _ .; SPECIFICATIONS., 4 REQ'D. 0 15" O.0 W �� e 1I REMOVE SONOTUBE TO A J LINE POSTS ^ 1/2" RADIUS N MINIMUM DEPTH OF 60 2.375" O.D PIPE STRETCHER BAR O 1" RADIUS GRADED �I • (I BELOW PROPOSED FINISHED Z 0.4 FINISHED GRADE Is GRADE. 3/8" TRUSS ROD WITH TURNBUCKLE 111004 (- TIES 24" O.C. ALONG TOP AND O ��,,,• w FINISH GRADE z ' e . _ BOTTOM RAIL r• �. tD = I 1 I COMPACTED SUB- E GRADE. = 111111 0° ZD I I I F CONDUIT, SEE _ SPECIFICATIONS. -III D�o 00 CAST I� .� g ° o CONCRETE CURB I I 8 0 0 0 O° 4.000 PSI 28 DAYS FINISH GRADE eV1S10I1S _ FINISHED GRADE —I I10000 COMPACTED GRAVEL ` - I !`� E X ak% ;'/ , ; , -,-1= I (I —I i—i—I t I- 5/29/02 =III O co O v N.Y.S. D.O.T. TYPE 2 i�i i i�it1 I io II o Gt� 0 00 11= SUBBASE 2- DIA.I- -111 ° °OM °° o III: "' o — ;; ,;,:� _ CONC. SLUG I —� _ — I — NOTES: =III III=I I (I I COMPACTED OR UNDISTURBED v io ~� -__ GRAVEL KNUCKLED SELVAGE BOTTOM RAIL 1. TIMBERFORM "CYCLOOP" MODEL NO. 2170-7-P SUBGRADE GROUNDING ROD, 14 1.660" O.D. JOINED AT LINE POST 2. PEDESTAL MOUNTED AS PER MANUFACTURERS LONG. TYPICAL — I —I I WITH BOULEVARD CLAMPS. SPECIFICATIONS 6" 6" 6" ( I 1I- 6" GALVANIZED FENCE Project 01122 MIN. SYSTEM Date 4 29 02 LIGHT POLE BASE - PEDESTAL DETAIL CHAIN LINK FENCE DETAIL BIKE RACK DETAIL CAD # 1122det11 CASTAN-PLACE CONCRETE CURB DETAIL N.T.S. 16 20 Drawing 6 N.T.S. N.T.S. N.T.S. .S the LA group FIRE HYDRANT, AS SPECIFIED IN TOWN OF QUEENSBURY STANDARD SPECIFICATION BREAK FLANGE, TYP. EXCAVATION BACKFILL AND COMPACTION AS SPECIFIED 6 MIL POLYETHYLENE - PLASTIC SHEET OVER 1/2" MIN. WASHED OR CRUSHED STONE DRAIN o I I �° 000DopOlt ° �O�°o 0 6' D.I. SPOOL 00000 PE X PE o 0 (Do i UNEXCAVATED/ FIELD LOK GASKET UNDISTURBED EARTH (Typ,) 2 3,000 psi MIN. CAST -IN- 12' x 12" SOLID PRECAST C-6 PLACE CONCRETE THRUST CONCRETE ETE THICK) KS BLOCK FIRE HYDRANT DETAIL WRAP FITTING WITH 6 MIL POLYETHI PLASTIC PRIOR TO CONC. PLACEMEN PLACE CONC. THRUST BLOCK AGAINST UNEXCAVATED/UNDISTURBED EARTH 3000 PSI CONCRETE-----' THRUST BLOCK. TYP. PROPOSED FINISH GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN VALVE BOX, AS SPECIFIED WATER MAIN - REFER TO PLANS \-CRUSHED STONE PIPE BEDDING, AS SPECIFIED 6" VALVE W/ TYTON JOINT, RESILIENT WEDGE, W/ FIELD LOK GASKETS PER TOWN OF QUEENSBURY CONSTRUCTION STDS. WATER MAIN PIPE. TYP. yA' `-3000 PSI CON L THRUST BLOCI 11 PLAN VIEW OF TEE INTERSECTION PLAN VIEW OF WATER MAIN FITTING N.T.S. .....�.........,..,� _YP. MINIMUM REQUIRED BEARING AREAS a DIMENSIONS FOR CONCRETE THRUST BLOCKS PIPE TEE (NOTE #0 90 (1/4) BEND 45 (1/8) BEND 22.5 (1/16) BEND 11.25 (1/32) BEND SIZE (IN.) AREA SQ.FT DIMENSIONS AREA SQ.FT DIMENSIONS AREA SQ.FT DIMENSIONS AREA SQ.FT DIMENSIONS AREA SQ.FT DIMENSIONS D x L D x L D x L D x L D x L 6" 4.3 1.8x2.5 5.96 2.Ox3.0 3.22 1.5x2.3 1.65 1.3x1.5 0.83 0.8x1.5 8" 7.24 2.5x3.0 10.3 2.8x3.8 5.6 2.3x2.5 2.9 1.5x2.0 1.5 I.Oxl.5 10" 10.89 3.7x3.0 15.35 3.5x4.5 8.32 2.8x3.0 4.16 2.Ox2.1 2.1 1.54.5 12" 15.39 4.Ox4.0 21.T0 4.5x5.0 11.75 3.5x3.5 5.88 2.5x2.5 7.95 2.7x3.0 20' 41.22 7.04.0 58.121 7.3x8.0 31.49 5.3x6.0 15.75 4.Ox4.0 3.0 1.5x2.0 NO VALUES FOR TEES APPLY TO TEES, END PLUGS, CAPS, AND TAPPING SLEEVES. 2. MINIMUM REQUIRED BEARING AREAS ARE DUE TO THRUSTS CAUSED BY 150 P.S.I. WORKING PRESSURE PLUS 50% (75 P.S.O SURGE ALLOWANCE RESULTING IN 225 P.S.I. INTERNAL PRESSURE. 3. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT FOR SAND. DUE TO OTHER SOIL CONDITIONS WHICH MAY BE ENCOUNTED DURING THE WORK, THRUST BLOCK BEARING AREAS MAY BE MODIFIED BY THE ENGINEER OF RECORD BY MULTIPLYING THE MINIMUM REQUIRED BEARING AREA GIVEN IN THE TABLE ABOVE FOR THE APPROPRIATE PIPE SIZE AND FITTING BY THE CORRECTION FACTORS BELOW. THE CONTRACTOR SHALL NOTIFY THE ENGINEER CONCERNING ENCOUNTERED SOIL CONDITIONS WHICH ARE NOT SAND. THE CONTRACTOR SHALL NOT MODIFY THE REQUIRED THRUST BLOCK SIZES WITHOUT THE ENGINEER'S WRITTEN APPROVAL. ALLOWABLE SOIL PRESSURE INSITU SOIL CONDITION (LBS./SQ.FT.) CORRECTION FACTOR SOFT CLAY 1000 2.00 SAND 2000 1.00 SAND a GRAVEL 3000 0.67 CEMENTED W/CLAY 4000 0.50 HARD SHALE 10,000 0.20 4. IN MUCK, PEAT, OR RECENTLY PLACED FILL ALL THRUSTS SHALL BE RESISTED BY STEEL PILES OR TIE ROD ANCHORAGE TO SOLID APPROVED FOUNDATIONS. OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THE THRUSTS, ALL AS REQUIRED BY THE ENGINEER. ALL PROPOSED PILE CONFIGURATIONS THE CONTRACTOR WISHES TO UTILIZE IN THE WORK SHALL BE DESIGNED AND CERTIFIED BY A QUALIFIED NEW YORK STATE LICENSED PROFESSIONAL ENGINEER HIRED BY THE CONTRACTOR. THE COST OF SAID PROFESSIONAL ENGINEERING SERVICES SHALL BE PAID BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL PILE CONFIGURATIONS AND RESPECTIVE ENGINEERING COMPUTATIONS (AND ANY OTHER SUPPORTING DOCUMENTATION AS DEEMED NECESSARY BY THE ENGINEER OF RECORD). AS PROPOSED BY THE CONTRACTOR, SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR CONTENT REVIEW AND COMMENT; ALL SUBMITTALS SHALL DEPICT A SIGNED AND DATED LICENSED PROFESSIONAL ENGINEER'S SEAL BELONGING TO THE ENGINEER HIRED BY THE CONTRACTOR. 5. ALL CAST -IN -PLACE CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED OF 3,000 PSI MINIMUM CONCRETE HAVING A MAXIMUM WATER -TO -CEMENT RATIO OF 0.44, A MINIMUM CEMENT CONTENT OF 630 POUNDS PER CUBIC YARD AND A MAXIMUM SLUMP OF 4 INCHES AT POINT OF PLACEMENT. ALL CONCRETE THRUST BLOCKS SHALL BEAR AGAINST UNEXCAVATED/UNDISTURBED VIRGIN SOIL OF THE PIPE TRENCH VERTICAL WALL. ALL THRUST BLOCK BEARING AREAS SHALL BE BASED ON THE ACTUAL CONTACT AREA OF THE THRUST BLOCK AGAINST THE VERTICAL TRENCH FACE; CONTACT AREAS OF THRUST BLOCKS AGAINST SLOPED TRENCH WALL FACES WILL NOT UTILIZED IN COMPUTING CONTACT AREAS. 6. CONCRETE UTILIZED FOR CONSTRUCTING THRUST BLOCKS SHALL NOT OVERLAP ANY PIPE JOINT. FITTING/PIPE JOINT, MECHANICAL JOINT RETAINER GLAND AND FERROUS -BASED RESTRAINT ANCHORAGE ASSEMBLIES. 7. CONCRETE THRUST BLOCKS SHALL BE PLACED IN SUCH A MANNER SO AS NOT TO INTERFERE WITH ANY FUTURE REMOVAL AND/OR MAINTENANCE OF FITTING RESTRAINT HARDWARE. ALL PIPE FITTINGS RECEIVING CONCRETE THRUST BLOCKS SHALL BE WRAPPED WITH 6-MIL MINIMUM POLYETHALENE PLASTIC SHEETS TO PREVENT CONCRETE BONDING TO FERROUS FITTINGS AND RESTRAINT HARDWARE. S. CONCRETE THRUST BLOCKS SHALL BE PLACED IN SUCH A MANNER SO AS NOT TO BEAR UPON NEW AND EXISTING CONSTRUCTIONS, AND ANY AND ALL UNDERGROUND UTILITIES WHICH MAY OR MAY NOT BE IMPACTED UPON DUE TO IMPARTED WATER MAIN THRUSTS; NO THRUST BLOCK SHALL BE PLACED WHEN THERE IS NOT AT LEAST A 10 FOOT MINIMUM SEPERATION BETWEEN THE REAR OF THE THRUST BLOCK AND AN EXISTING UNDERGROUND UTILITY, WRITTEN APPROVAL IS RECEIVED FROM BOTH THE UTILITY OWNER AND THE ENGINEER. THRUST BLOCKS DETAILS/NOTES N.T.S. I PIPE LENGTH (18'-0' MIN.) PROPOSED FINISH GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN VALVE BOX EXCAVATION BACKFILL AND COMPACTION it W > O V (2) 3/4" w THREADED TIE RODS, Z WASHERS a NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPDXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT c0 TOTAU. TYP. to MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. 12" 0 DIP S 50 WATER SMAIN r //• //•• //.• •.I ,• •/i//i• III• •/./L••/Ii• •/•//i•�II•••/ •/,�' •/ � � ,,/,,/;•/ 9-- r • r. CONN. TO EXISTING WATER MAIN DETAIL SANITARY LINE 0 PLAN ATER LINE OFFSET FROM ORIGINAL INVERT WELL -GRADED GRANULAR BEDDING WATER LINE SANITARY LINE 18' MIN. o,q o,q o Wo oq o O 00 O O O O O 0 0 0 0 0 0 0 0 45 BENDS AS REQUIRED (TYP.) 10'-0' MIN. 10'-O" MIN. VSECTION A -A PIPE SLEEVE V I 10'-0" MIN. 10'-0" MIN. /-- PIPE JOINT (TYP.) " 45 BENDS, AS REQUIRED (TYP.) PIPE SLEEVE WELL -GRADED --." GRANULAR BEDDING PIPE SLEEVE W, SECTION B-B SANITARY/WATER LINES CROSSING DETAIL 12' x 16" MECHANICAL JOINT TAPPING SLEEVES, M.J. RETAINER GLANDS. AS SPECIFIED EXISTING 16" e WATER MAIN 3,000 PSI MIN. CAST -IN -PLACE e CONCRETE THRUST BLOCK C-6 UNEXCAVATED/ UNDISTURBED EARTH VARIES 6r NOTE: 1. ADS N-12, H2O REQUIRES A MINIMUM PIPE COVER OF 12" IN TRAFFIC AREAS AS PER MANUFACTURER'S SPECIFICATIONS. TURF AREAS PAVED AREAS GENERAL FILL F.G. TURF --I F.G. PAVEMENT W a61 W�1 SELECT GRANULAR FILL ff"_ADS N-12. H20 ICU ( POLYETHYLENE PIPE L.. ... �1 1 OR EQUIVALENT COMPACTED SUBGRADE D•12" LINE 1 PIPE TRENCH DETAIL (STORM SYSTEM) 5 %No PROPOSED FINISHED GRADE - SEE PLANS CORRU^`T`^ POLYE STORM SEWER PLAN I HDPE FLARED END SECTION W/ CORRUGATION COUPLING MATCHING CONDUIT CORRUGATIONS a HAVING ANCHOR TOE PIECE. N Z ---MIRAFI FILTER FABRIC UNDER FLARED END a RIPRAP RIP -RAP STONE FILL NYSDOT MEDIUM 1 FLARE END PIPE SECTION v� PIPE SIZE AND INVERTS AS INDICATED ON PLAN li N N ELEV. OF RIM AS INDICATED ON GRADING PLAN. CATCH BASIN FRAME AND GRATE BY SYRACUSE CASTINGS 28168 HEAVY DUTY. OR APPROVED EQUAL. F.G. PAVEMENT 6" PIPE GRADE AS PER PLAN N.T.S. FLAT PRECAST CONCRETE COVER. TRAFFIC BEARING BY FORT MILLER OR APPROVED EQUAL. PRECAST CONCRETE SECTION SIMILAR TO 9 C-6 SELECT GRANULAR FILL U"BBA EHED STONE 11 1 I I I 1707 I I I COMPACTED UBGRADE PRECAST CONCRETE CATCH BASIN DETAIL LINE N.T.S. SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. 8" LAWN RESTORATION PVMT. RESTORATION MIN. TOPSOIL a SEED KEY EXIST. PVMT. AS SPECIFIED NEW PVMT•, SEE DETAIL JT. ---------------------- " ` "wr' ' 'w'x•'' a, t ,,s4.' SUBBASE MATL.- �' '`` '" ` '`' "�•":;' ,' REFER TO NEW PVMT. S-7 I I-1 �1 z 069 DETAIL I w vlff URIED IDENTIFICATION � I 0 Ir WARNING TAPE C 11 WW N --FINAL TRENCH BACKFILL a i _, W ((_ (SEE NOTE) w 2i I x' �� It it a? I go W > io p 1 Ito o' R PIPE ZONE BACKFILL Prl c� - obi N �000�.og - Q.D./2 Q • 'PIPE ZONE BEDDING MAIL 6' MIN.-.':i...:.+c (HAUNCHING) _ �•• IPE ZONE BEDDING MAT'L PIPE O.D. • 24" MIN. ITEM DEPTH MATERIAL NYSDOT TYPE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. COARSE SAND IA MECHANICAL (ENCOUNTERED DRY COND.) OR GRAVEL COMPACTION PIPE ZONE BEDDING 6" MIN. CRUSHED I MECHANICAL (ENCOUNTERED WET COND.) STONE COMPACTION PIPE ZONE BEDDING PIPE O.D./2 COARSE SAND IA MECHANICAL (MUNCHING) OR GRAVEL COMPACTION PIPE ZONE BACKFILL 12' MIN. CLEAN SAND IA OR 1 MECHANICAL COVER OR GRAVEL COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE SEE NOTE MECHNANICAL COMPACTION NOTES: 1) FINAL TRENCH BACKFILL a) IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERIdINED SU TAB BY THg ENGINE R 2F RECORD; OTHERWISE IT SHALL BE DENSITY SHALL BE 85 PERCENT. b) IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE NYSDOT TYPE I (ITEM NO. 304.02). MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2) ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3) EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. PIPE TRENCH DETAIL 8 HEAVY DUTY FRAME AND COVER N.T.S. SYRACUSE CASTINGS 12038 RIM ELEV. AS INDICATED ON PLANS FIN. GRADE CEMENT MORTAR ALL AROUND FRAME PRECAST CONCRETE GRADE RINGS 8' MAX. ° AS REQUIRED TO MEET FINISH GRADE (MORTAR ENTIRE OUTSIDE) REINFORCED PRECAST CONCRETE MANHOLE SECTIONS AS REQUIRED, MANUFACTURED IN ACCORDANCE WITH �' REINFORCED PRECAST CONCRETE ASTM C478-85o N ECCENTRIC CONE SECTION SHIPLAP JOINT MADE WATER TIGHT WITH BUTYL ROPE SEAL JOINT OUTSIDE WITH MORTAR BETWEEN MANHOLE SECTIONS n-_n AND PLUG ALL LIFTING HOLES APPLY BITMASTIC JOINT COMPOUND ALL AROUND AFTER ASSEMBLY MANHOLE STEPS -COPOLYMER POLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTM A615 NOTE: MANHOLE DEPTH AS REQUIRED GRADE 60 STEEL REINFORCEMENT R W-0" PRECAST SE SECTIONS 48" DIAMETER 5' MIN. rAS REV.. PIPE INVERT ELEVATION SEE PLAN AND PROFILE FOR (SEE PLAN a PROFILE) PIPE SIZE AND TYPE FLOW IN FLOW OUT 12" SUMP CEMENT MORTAR IN a OUT AND ALL AROUND PIPE (TYP.) CRUSHED STONE BASE UNDISTURBED EARTH REINFORCED PRECAST CONCRETE INTEGRAL WALL a BASE SECTION STORM MANHOLE DETAIL N.T.S. HEAVY DUTY FRAME AND COVER CAMPBELL FOUNDARY PATTERN NO. 12038 OR EQUIVALENT "SANITARY 8" pip 24' ♦ 13" Ip SEWER" EMBOSSED ON COVER 41OPENING 4] J RIM ELEV. AS INDICATED ON PLANS PROPOSED FIN. GRADE CEMENT MORTAR ALL AROUND FRAME 8' MAX. RECAST CONCRETE GRADE EXTENSIONS AS REQ'D; CEMENT SON ♦ MORTAR SHALL BE PLACED BTWN SECTIONS a ENTIRE EXTERIOR PRECAST CONCRETE MANHOLE t SECTIONS AS REQUIRED MANUFACTURED IN ACCORDANCE . . WITH ASTM C478-85a ECCENTRIC CONE SECTION N OR FLAT TRAFFIC TOP JOINT MADE WATER TIGHT PLUG ALL LIFTING HOLES WITH BUTYL ROPE BTWN MANHOLE SECTIONS - APPLY WITH CEMENT MORTAR BITUMASTIC JOINT COMPOUND ALL AROUND AFTER ASSEMBLY ASPHALT BITUMASTIC SEALER MANHOLE STEPS - COPOLYMER (OUTSIDE FACE) POLYPROPYLENE PLASTIC ENCAPSULATED 1/2' GRADE 60 NOTE: MANHOLE DEPTH AS REQUIRED STEEL REINFORCEMENT USING 2'-00, 3'-0" OR 4'-04 SEE SPECIFICATIONS PRECAST SECTIONS FORMED CONC. BENCHES 5' 480 DIAMETER 5" a TROUGH. SLOPED 2' MIN, MIN. PER FT. MIN.N :4 iU-� ' SEE PLAN AND PROFILE FOR 1 PIPE INVERT ELEVATION SEWER PIPE SIZE a TYPE ti-n (SEE PLAN a PROFILE). TYP. FLOW IN INTEGRAL WALL a BASE SECTION ---'" °' aw FLOW OUT •3r . a•.MIN..�. o 8 12' MIN. N.Y.S.D.O.T. TYPE I _ ° ° ° ° CRUSHED STONE BEDDING FLEXIBLE PIPE-TO-MH = I� I - - Q ° WRAPPED IN MIRAFI 140N FILTER JOINT (PRESS WEDGE If I I I I I I� I 120 MIN. FABRIC OR EQUIVALENT III SEAL OR EQUIVALENT) I I TYP. UNDISTURBED EARTH I" CLEAR MIN. TYP. NOTES: 1) ENTIRE EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES 2) BACKFILL MANHOLE EXCAVATION IN ACCORDANCE WITH THE SPECIFICATIONS SANITARY MANHOLE DETAIL 1 iV N.T.S. Landscape Architecture and Engineering, P.C. 40 Long Alley Saratoga Springs New York 12866 518/587-8100 Telefax 518/587-0180 L� Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2001 Design DRC Drawn JCM Checked DRC .111••1 00 Az M'y A ��04 w M�1 O p Z A w~� w ��a p4 O a xxH x©0 W o o w W z 01-4 W �y W ::)M °z zce A Revisions Project 01122 Date 4 29 02 CAD # 1122det Drawing C-6 N.T.S. N.T.S. MANUFACTURER'S STANDARD MODULAR INTERLOCKING PRECAST CONCRETE MASONRY WALL CAP UNITS WITH SPILT FACE EXPOSED SURFACES, COLOR: GREY T.W.E. AS REQ'D., TYP. — PROPOSED FINISH GRADE ELEVATION (CREST). (� 3 1 Max. I — PROPOSED FINISH GRADE ELEVATION _ I N-- SPECIFIED NYSDOT LIGHT STONE FILLING TO EXTENTS INDICATED ON CONTRACT DRAWINGS. ,;•� .:.} :: 6MIN.. T4P. STANDARD MODULAR INTERLOCKING PRECAST CONCRETE MASONRY WALL UNITS WITH SPILT FACE EXPOSED SURFACES, `'. . . COLOR: GREY :=r.=-:------------- W Zz.. 1.>� ` , ,.:. W Q ; r, t. COMPACTED GRANULAR • ., BACKFILL AS SPECIFIED. o J ��'— — — — — — — — — — — — I Will Q: \--41—AS Z Q SPECIFIED GEOGRID 0- : = W ` •' LLJ LLI v '�•`'.f: ••• v• I ::— — — — — — — — — — — — - I ry PROPOSED FINISH GRADE ELEVATION (TOE). .::;:;.;• I SPECIFIED NYSDOT NO. 2 I ' - CRUSHED STONE, TYP. I k : SPECIFIED FILTER FABRIC LIMIT OF UNDISTURBED / I M4_ p '�':'._,.'�. :`. W/ FULL LAP • TOP, TYP. I UNEXCAVATED EARTH. TYP. 4" DIA. PERFORATED HDPE UNDERDRAIN FILTER PIPE TO I TO DAYLIGHT, TYP. I GRANULAR LEVELING PAD PER COMPACTED SUBBASE MATERIAL AS SPECIFIED. ; i MFG. SPECS., 6" MIN. THICKNESS — — — — — — — — — — — — — — — — — — — — — — — — — — COMPACTED SUBGRADE MATERIAL AS SPECIFIED REQ. GEOSYNTHETIC REINFORCEMENT MATERIAL LENGTH (L) AS REQUIRED, TYP. NOTE: ALL RETAINING WALLS IN HEIGHTS EXCEEDING W ABOVE FINISH GRADE SHALL BE DESIGNED BY A LICENSED NYS PROFESSIONAL ENGINEER. WHO WILL BE RESPONSIBLE FOR SPECIFYING GEOSYNTHETIC REINFORCEMENT DIMENSIONS AND FOOTING REQUIREMENTS AT EACH LOCATION ON THE SITE. THE CONTRACTOR SHALL INSTALL THE PRE-ENGINEERED WALL SYSTEM IN ACCORDANCE WITH THE DESIGN ENGINEER'S SPECIFICATIONS. TYP. CROSS SECTION CONCRETE MODULAR RETAINING WALL LAST HAYBALE PERPENDICULAR PROVIDE WIRE OR TWINE TO OTHERS BOUND HAY BALES PROVIDE 2-2" x 3" x 48" LONG DURING CONSTRUCTION AS WOODEN STAKES OR #5 REBARS. DRIVE STAKE EROSION CONTROL. OR REBAR 18" - 24" INTO GROUND. ANGLE FIRST STAKE OR REBAR TOWARD PREVIOUSLY LAID BALE. All T�f X �`' rn / ; abc Y, r i APPROX. 2% A AA ,,, ENDS SHALL—"� TIGHTLY ABUT ADJACENT BALES NOTES: - BALES SHALL BE MAINTAINED a REMOVED ONLY AFTER ACCEPTANCE OF SEEDED AREA - HAYBALE INTERCEPTOR SHALL SPAN FULL WIDTH OF DISTURBED AREA. �o BACKFILL AND COMPACT THE EXCAVATED SOIL \\Y ( ON THE UPHILL SIDE OF THE BALE. SECURE BALES IN 4" DEEP TRENCH APPROX. 2% FROM PERPENDICULAR TO THE SLOPE HAYBALE INTERCEPTOR DIKE N.T.S. STANDARD STRENGTH FILTER FILTER FABRIC FABRIC NOT TO BE USED WHERE ALL AROUND WATER ABOVE THE CATCH BASIN WILL CAUSE PONDING AT LOW 36' MIN. LENGTH, 2" SO. HARDWOOD POINTS ALONG ROADWAYS FENCE POSTS, DRIVEN MIN. 20' FILTER FABRIC FASTENED INTO GROUND SECURELY TO FENCE POSTS W/ STAPLES OR HOG RINGS FILTERED WATER WASHED GRAVEL ' I GRATE FLOW F- L- ► / -' - �—RUNOFF WATER W/ SEDIMENT 2" BURIED FILTER FABRIC A CATCH BASIN OR DRYWELL FILTER FABRIC FENCE INLET BARRIER NOTES: 1. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 2. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY NECESSARY REPAIRS OR REPAIRS DIRECTED BY THE ENGINEER SHALL BE MADE IMMEDIATELY. INLET PROTECTION (TURF) 5 36' MIN., 2' HARDWOOD FENCE POSTS, DRIVEN MIN. V INTO GROUND 10' MAX. C. TO C. N.T.S. 36" MIN. FENCE POST 14OX MIRAFI FABRIC OR APPROVED E . Q J— z J H a = a d' V W — N > FLOW O m a LL- EMBED FILTER CLOTH V MIN. 8' INTO GROUND z 14OX MIRAFI FABRIC OR APPROVED EQUAL; PERSPECTIVE VIEW FASTENED SECURELY TO FENCE POSTS W/ STAPLES SECTION SILT FENCE DETAIL N.T.S. U CONTRACTOR SHALL INSTALL PROTECTION FENCE AT THE BEGINNING OF THE CONTRACT, AND MAINTAIN THROUGHOUT ITS DURATION. THE WETLAND PROTECTION BARRIER AROUND THE EXISTING WETLAND AREAS AS SHOWN. THE CONTRACTOR SHALL NOT DISTURB EXISTING WETLAND AREAS WITHIN THE FENCED AREAS. WETLAND PROTECTION FENCE DETAIL sE�uNo F 1�DE� USE FILTER FABRIC UNDER GRATE TO CONTROL SEDIMENT RUNOFF. FABRIC SHALL BE MAINTAINED AND CLEANED ON A REGULAR BASIS (SEE NOTE BELOW) NOTE: FILTER FABRIC SHALL BE MAINTAINED a REMOVED ONLY AFTER ACCEPTANCE OF ROADWAY FILTER FABRIC SHALL BE CLEANED PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY WHILE IN PLACE AT REMOVAL OF FILTER FABRIC ALL CATCH BASINS AND STORM DRAINAGE PIPES SHALL BE CLEANED OF DEBRIS AND SEDIMENT cL SEPARATION RISER SECTION SECTIONS AM -NECK MASTIC t EQUIVALENT TO .L RISER JOINTS BENT 0 HNOLOGIES 24"o MH FRAME AND COVER (TYP.) CONCRETE TOP CAP FIBERGLASS INLET . OIL BAFFLE 000000000 ,. 000000000 LLL` . 4. e,'. 0000000000 . ELEV. 0000000000 • p00000000 LLLL: ELEV. •• o00000000o LLLL 000000000 LLLL" `• VIEW °o00000 LL VIEW LLLL _.--- LLLLL'• . LLLL LLLL FLOW --- ;. LLL ,. CL STORM — / LL L DRAIN o000o LLLd / / 0000000 s I _ 000000000 o000000000 L , 00000000000 - •4. 00000000000 ` 000000000 • 000000000� a. 000000 / EXISTING 24" v EXISTING 24" CMP INLET �; . .. CMP OUTLET • •p a 8'-0" ID CONC. . .a 30"oMH FRAME AND COVER (TYP.) MH. (9'-6" OD) TOP -PLAN ROTATE SEPARATION SLAB TO OBTAIN INDICATED OFFSET DISTANCES ACCESS RISER, 8'-0" I.D. INLET FLANGE FASTENED USING 6 ANCHORS, MIN. (SUPPLIED BY CDS) 4. LL EXISTING 248 INLET CMP •:., LLL LL LLL LL r. ---- LLL :<: r.% LL FLOW —•- f:% LL :; LL / / / LL ` ;>� / 14� L d / ELEVATION CORINGS PROVIDED BY PRECASTER CONSTRUCTION NOTES: • . n . I. APPLY BUTYL MASTIC AND/OR GROUT TO SEAL JOINTS OF MANHOLE STRUCTURE. APPLY LOAD TO MASTIC SEAL IN • ° ,a, JOINTS OF MH SECTIONS TO COMPRESS SEALANT IF NECESSARY. UNIT MUST BE WATER TIGHT, HOLDING WATER UP a . TO FLOWLINE INVERT (MINIMUM). ATTACH SCREEN TO SLAB 2. IF SEPARATION SLAB IS NON -INTEGRAL TO THE SEPARATION SECTION OF THE UNIT, SET AND VERIFY TOP ELEVATION USING 4 ANCHOR BOLTS BEFORE PLACING MORE PRECAST COMPONENTS OR BACKFILLING. ENSURE 55" FROM TOP OF SEPARATION SLAB TO PIPE INVERT. (SUPPLIED BY CDS). 3. GROUT PIPE CONNECTIONS TO SEAL JOINT. 4. SET BOTTOM OF OIL BAFFLE 32" ABOVE SEPARATION SLAB FLOOR; DRILL AND INSERT A MINIMUM OF FOURTEEN (14) 3/8" X 3 3/4" SS EXPANSION BOLTS o 12 O.C. EQUALLY SPACED TO SECURE BAFFLE FLANGE TO RISER WALL- MID-PLAN � (HARDWARE SUPPLIED BY CDS TECHNOLOGIES). I D -PLAN 5. FASTEN FIBERGLASS CYLINDER/INLET TO SCREEN ASSEMBLY USING FOUR (4) SETS OF 1/2" X 1 1/2" SS HEX HEAD IVI BOLTS W/NUTS AND WASHERS -(HARDWARE SUPPLIED BY CDS TECHNOLOGIES). IN THE LEFT-HANDED CONFIGURATION THE "RED" COLORED FLANGE ON THE SCREEN CYLINDER SHALL FACE UP. IN THE RIGHT HANDED CONFIGURATION, THE "GREEN" COLORED FLANGE SHALL FACE UP. 6. DRILL AND INSERT A MINIMUM OF SIX (6) 3/8" X 3 3/4" SS EXPANSION BOLTS EQUALLY SPACED TO SECURE FIBERGLASS INLET FLANGE TO RISER WALL -(HARDWARE SUPPLIED BY CDS TECHNOLOGIES). 7. VERIFY THAT SCREEN ASSEMBLY IS CENTERED OVER SUMP ACCESS HOLE AND ADJUST IF NECESSARY; FASTEN SCREEN TO SEPARATION SLAB USING FOUR (4) 3/8" X 3 3/4" SS EXPANSION BOLTS -(HARDWARE SUPPLIED BY CDS (TECHNOLOGIES). 8. BLOCK AND GROUT SEAL TO MATCH GRADE AS REQUIRED. STORMWATER TREATMENT UNIT ORANGE POLYETHYLENE WARNING FENCE PLACED AT DRIP EDGE OF TREE OR WHERE SHOWN ON PLANS WATERPROOF PERMANENT SIGN READING: WETLAND BOUNDARY NO EQUIPMENT NO DISTURBANCE METAL POST; 10' O.C. MAX. SILT FENCE FILTER CLOTH EMBEDDED 8" MIN. INTO GROUND; ATTACHED W/ HOG RINGS TO POSTS, ON UPHILL SLOPE. N.T.S. A N PRECAST CONCRETE FLOW SPREADER SECTION NYSDOT MEDIUM RIP —RAP w/ STABWZATION FABRIC OIL SORBENT OIL BAFFLE _ CENTER OF 96"o MH RISER SECTIONS CENTER OF SCREEN. 28"o SUMP OPENING EXISTING 240 /— CMP OUTLET 32" 48" o SCREEN, SEE NOTE NO. 2 STORM CL DRAIN N.T.S. A 24" X 24" SQUARE CAST-IRON GRATE SYRACUSE CASTING 02915 INLET 1 1/2" X 1 1/2" ANGLE IRON PIPE W/CAST-IN ANCHORS 2" X 2" CAST OPENINGS STAGGERED 5" O/C BOTH WAYS (FRONT ONLY) 4" MIN. • • 24" tTYP) .a — 6".' t38 BASE OF STEEP SLOPE OUTFALL FLOW DIFFUSER PRE -CAST CONCRETE SECTION DETAIL "A -A" NTS N.T.S. the LA group Landscape Architecture and Engineering, P.C. 40 Long Alley Saratoga Springs New York 12866 518/587-8100 Telefax 518/587-0180 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2001 Design DRC Drawn JCM Checked DRC 00 AZ ti a>A M M� O 00 04 as wO0.0 Z O� A w�� w 220, O.< h+"1 W M� a H p.l E-+ en v� E004 O O a w W Z w �I p CA V3 O w w Ea"1 >;���'. z aA iz Revisions 5/29/02 Project 01122 Date 4 29 02 CAD # 1122det Drawing C-7 N.T.S. 1 FILTER FABRIC INLET PROTECTION DETAIL (PAVEMENT) Luminoire Location Summary Project: All Projects SegNo Label X Y Z Orient Tiit 1 V25 348.5 519.5 20 352 0 2 V25 356.5 591 20 352 0 3 V25 364.5 662.5 20 353 0 4 V25 380.5 704.5 20 61 0 5 V25 427 805 20 61 0 6 V25 452 519 20 0 0 7 V3 463.5 886 20 51 0 8 V3 463.5 982 20 330 0 9 V25 521.5 934.5 20 5 0 10 V3 522.5 1075.5 20 330 0 11 V25 523 746 20 5 0 12 V25 534 639 20 5 0 13 V25 537.5 521.5 20 0 0 14 V25 574.5 1009 20 5 0 15 V25 589 857 20 5 0 16 V3 597.5 1158 20 317 0 17 V25 629 522 20 0 0 18 V25 640.5 943.5 20 5 0 19 V3 665.5 1128 20 250 0 20 V3 685.5 1245 20 313 0 21 V25 694 1020.5 20 5 0 22 V3A 701.5 601.5 20 275 0 23 V25 708.5 868.5 20 5 0 24 V23 729 1147.5 20 71 0 25 V25 742 521 20 5 0 26 V3 748.5 1211 20 218 0 27 V25 761 952 20 5 0 28 V3 790.5 1082.5 20 252 0 29 V3A 809.5 612 20 275 0 30 V3 823 1247 20 313 0 31 V25 828 880 20 5 0 32 V25 837 536 20 12 0 33 V25 861.5 1167.5 20 71 0 34 V23 867.5 1099 20 71 0 35 V25 878.5 965.5 20 5 0 36 V3 917.5 695.5 20 275 0 37 V3 921.5 1320.5 20 303 0 38 V3 930.5 827.5 20 130 0 39 V25 931.5 1206.5 20 71 0 Luminaire Schedule Project: All Projects Symbol Oty Label Description Lumens LLF Filename 36 V3 1A/VLA25W3/250HPSxxx/xx 30000 0.810 VW3-250S.IES 6 V23 2B/VLA25W3/250HPSxxx/xx 30000 0.810 VW3-250S.IES �-O 44 V25 28/\4-A25W5/250HPSxxx/xx 30000 0.810 VWS-250S.IES 18 1 V3A 1 W/VLA25W3/250HPSxxx/xx 30000 0,810 1 VW3-250S.IES \' 1301.61.0101.019231i1. 1.1 i4 ie 11 11 11 13 19 0017 1 1• '14 <3 4.2 13 1? i0 2.51.1. .7%.2 4.1 2.6i� -Vr i2 10 4 a /.2 19 4.4 IA 20-4- 111410 1.0 4 9 .7 'A %1 1.3-1:6 1. 5 1.1 k9 4A ' ' 5 17 tor-ti i5 V4 18 k 9 it 2.2 -r 2.7 7 i0 1.7 4. k! k0 1.0 2. .5 2.o 1.7 1.$ 0111 Is 3 k1 1.1 .8 1.4 1.4 1.9 . , 1.5 i i5 2.7 is 14 3 1 .t .0 .7 1.6 Numeric Summary - Basic Project: All Projects Lobel CalcType Units Avg Mox Min Avg/Min 7/Min AREA Illuminance Fc 2.77 8.8 1.0 2.77 8.80 1-7 1.7 1.8 '13 k3 � 1.6 1.7 1.7 it 2.9 2.A4 �\ i 1.7 1.8 2.0 i3 1.9 1.6 1.2 / 1 5 2` i.<� i.i 1.4 11 is V1 '122.3 .4 13 i a t4 k6 kt 10 2.1 2.1 i.6`. 1.4 1. 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IM L�� MAILING: PO BOX 60080 CITY OF INDUSTRY, CA. 91716-0080 CITY OF INDUSTRY, CA 91745 PROJECT NAME: HOME DEPOT QUEENSBURY KIM LIGHTING SALES AGENCY: TLC -NEW YORK MICHAEL CEA FILE: PS7583.00 DATE: 02/04/02 APPLICATIONS DEPARTMENT CACULATIONS BY: CARLOS QUIJADA VOICE: 626-968-5666 EXT: 332 FACSIMILE: 626- 369- 2695 EMAIL : kimappsAkirnlighting.com the LA group �J NORTHWAY PLAZA PARKING TABULATION J. S. HAGAN, ARCHITECT 7" = 60' 22 APRIL 02 PARKING PGRJNG REQUIRED PROVIDED at 4B spaces per Wo sq. ft. net NOME DEPOT 105,350 sq. ft. net 414 414 (115,1350 sq. ft. GROSS) EXISTING OFFICE BUILDING 31519 sq. ft. net 169 235 PETER HARRIS, POST OFFICE AND RETAIL STORES 34000 sq. ft. net 153 130 TRAVELERS OFFICES aO � lease 81,000 sq. ft. net 522 404 Per -Se' TECHNOLOGY 4 BASEMENT OFFICE AREA 39000 sq. ft. net 116 112 MONROE MUFFLER 4 RETAIL 8,165 sq. ft. net 40 119 TOTAL 1534 1534 4 lik I 5 NEW YORK STATE ROUTE 9 cM „win UPPER GLEN STREET �N (ASPHALT SURFACE) Ile P' o f 1 I` it II �• II I� II �I EXISTING II TRAVELERS INSURANCE II I EM 1 rJ 1 MVELM III BASEMEW I . J _ L r. '� • i i I �a \�� /I, 3.0' ' 1001, •AWA\ �;. \ EXISTING \\ RETAIL Pw-a 1E04 4 BABEMW / 1119 � / \ CFFCE AREA / / JO •` \\ /i /• =°off �. '�f.%a •\ \ / `ass F v / / ill 1 1 f 1 � I? ��! i l F�J U! It 2it 00 ;o $ 5a BUFFER ZONE --�''' , r --� W SETBACK y � s5o.e4• _ --397.2V �j (. • _ / ASPFViLT • _... _1 Z':" C.M. sot 4.i•40'W ► j V�IETLAPDS 1 LANDS N/F OF TOWN OF QUEENSBURY 256/399 ce C7-71111111111 ,s6.3r !WO'43',0'W - -- "-�'� R0228% E is T A•4YY.T 8 10,886 sq.ft. 1" COMMERCIAL sq.ft. , BLDG. N. ItY Li 1 �x ,Q CM _ AC.M. V O y 0Z C-)� d 7 / / m 1� r • a , �A7r • r r r r • — '� C131 )A5 (A 4 ci4� 13 r 'CIS AA2 cd . Al 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. Landscape Architecture and Engineering, P.C. 40 Long Alley Saratoga Springs New York 12866 518/587-8100 Telefag 518/587-0180 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. ©the LA Group 2001 Design DRC Drawn JCM Checked DRC ARCHITECT: Greenberg Farrow Post Office Plaza 50 Division St./Suite 300 Somerville, N.J. 08876 Tel. 908-725-5857 Fax. 908-725-9674 SURVEY: Van Dusen & Steves 169 Haviland Road Queensbury, N.Y. 12804 Tel. 518-792-8474 en M M W� QZ� • Ito A< p! 04 Wx0 w QU W A �W� ,QW/ W E� w a xx Z H WW -< � xknH aHV-4 -11� Revisions REVISED PARKING 5/15/02 Project 01122 Date 4 29 02 CAD # 1122PARK Drawing C-9