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HomeMy WebLinkAboutIAWWTP Outfall to Lake Contract 1 drawings-1982CONTRACT DRAWINGS vvik!sTEWATER TREATMENT OUTFACE Ir () LAKE CITY IST LAWRENCE RIVER ITHACA AREA WASTEWATER TREATMENT PLANT OWNERS CITY OF ITHACA, WILLI AM R. SHAW MAYOR DONALD A. K I NS E LLA, P.E. SUPERINTENDENT OF PUBLIC WORKS PHILIP L. COX, P.E. CITY ENGINEER TOWN OF ITHACA NOEL DESCH L AWRENCE P. FABBRONI, PE. TOWN SUPERVISOR TOWN ENGINEER TOWN OF DRYDEN, CLINTON E.COTTERILL TOWN SUPERVISOR OF ITHACA, NEW YORK CONTRACT NO. 1 1982 C - 36 -1095 - 02 Stearns & Wheler ENGINEERS AND SCIENTISTS CAZENOVIA, NEW YORK DARIEN. CONNECTICUT of NE �Wyo P�CARRO44�'P.t.� w c zs 0460A1 OfESS101 P N.Y• P.E. LICENSE N0. 046011 \\� \',( r i. /i Y\ t' y'� (k•' 11 'fir - : D CAYUGA LAKE N ,` z "'I sewage\ Disposal CARP 'Renwick ` �, ' �ii ea r c �l tfei k c 1 PROJECT Light SITE LAN 11111AIAN M\ AiANP; PA1,1" �. Few l I 1 La Qel y \ N � ��._. ' l�. � `� O --- CC• . � it r t� Golf Course I , �► UC 98 ` - 1 �/ l �I I� III l��' �� •� �S;t v r Pak %f;, >•�• ;jj1 _ i � ��j` i, .1-'arks � ib rY, o r k�� -�aufl,nl. 0- � [` i' • / 1 Q r .Sta 1 TTE_ Il �7 r_ n !'I 1 Gt ♦� OS "t� '•,t;t' •,` - j• ;i i� :1i _.` Fire 'POII a 1 �f =, _ sr , LOCATION PLAN SCALE: I" = 2 000' INDEX OF CONTRACT DRAWINGS I GENERAL PLAN 2 4811 OUTFALL TO LAKE 3 48" OUTFALL TO LAKE 4 48" OUTFALL TO LAKE 5 48" OUTFALL TO LAKE 6 48" OUTFALL AT LAKE AND MANHOLE 4 10 48 OUTFALL TO LAKE —MANHOLE DETAILS 11 46" OUTFALL TO LAKE —MANHOLE DETAILS 12 4811 OUTFALL TO LAKE -MISCELLANEOUS DETAILS N 0 T E', DRAWINGS 7, 8 & 9 DE LETED FROM THIS CONTRACT S & W JOB NO. 1087 ,w ..- ft ay ? , .. y.J • j • A f * yA t ♦OO . .. Ad 40 Ow Ar- 71 t « -Atx Ab 0.1 • '' - -PROPOSED+ ° STAGING AREA r ,•- `} . CONTRACT NO. 2 C A Y U G A INLET CONTRACT —o-CONTRACT 7 NO. I N0. 2 PROPOSED MH-3 STAGING AREA 1H-4 C T•R � C.T 1- t M H-1 r - - W i •' i. ' '>�. a a • " it PROPOSED tt STAGING AREA V .40 -)_AV a ` CONTRACT NQ. i. y a' - ,•... " • `� ` 'a ,0 Ad. • •J ,.• • < .,, '�' � Illy � "'1 A f+rt , .. • � ► .r . - • C�► 101 co i Ole GOLF sow I$ 41 PROPOSED '' P '00PO «,, STAGING AREA.;, CONTRACT N O. /r 7 ,SIN 41 "4 • i� .or r t ! yp i • �•r JOHNSON'S OUTFALL TO LAME MARINA (CONTRACT NO, 1 01 4 81° S ___] _ 4 Y 04: . 4r LEGEND \klater M nin . . . . . . . , , . , . . . a • . • . . . a . --s"w-- - Sign ............................. 08 Gas Mnin ......................... Underground Telephone/Electric .... a•a _-x.-T/[ Fence or Guide Rail .... , ..... • .... x x—x Baseline Control Point ............. Q'• 1 Confirous ...............•......... Deciduous ....' ' • r • • ' ' ' ' ' • • ...... • ro' Q1O~ Woods and/or Brush......,,.,,.,,, Approximate Street Right -of -Way Shrubs or Brush .................. s ' Permanent Easement .............. E House or Building ............... , . 16 Temporary Easement ............ __._. T.E House Number .................... Sheet Number ..................... 3 House with Sewer Service .......... , ZI Sanitary Sewer . . . .. . . .. . r .. , • • Its Manhole .......................... OMN Storm Sewer . . . . . . . . . . . 0 0 r . .. • 0... ._.I's .•..._. Catch Basin........... , r .... , .. , , . 0ce New Outfa II and Manhole Structure ... 48"5s Culvert ........................... Water Stop .. .. ..... .. . Hydrant .......................... AHYO Snow Fence to be installed , Gas Valve . . . . . . . . . . . . . . . . . . . . . .. . • ev Proposed Shrubs.... ...... ........ . GasService ..................... • °' Water Valve ..................... WV Water Service .............. . . . . . . . .ws Pole with Guy ..................... a-_,j:f Mailbox .......................... 0w• Lamp Pole ....................... oLP li K ABBREVIATIONS Benchmark .................. 131\1 Monument.................... MON Bituminous. .................. BIT Percent Grade • •.. . • ... , .. 1/ �o Cast Iron `Pipe ................ CI1, Permanent Easement.......... PE Catch Basin • ................. C13 Right -Of -Way ................ ROMP Concrete ..................... CONC Sewer ....................... S Corrugated Metal ripe . • ...... CNIP Stone ...... , a ................ ST Drain ........................ D Storm Manhole ............... SMH Elevation .................... E1, Temporary Easement ......... 'E Fence....................... FC Water ....................... W First Floor ................ F F Wood ............... tiD ForceMain ................. . FM Woven Wire .................. iArW GasMain .................... G Property Line ..... ... .... PL Guide Post ................... GP Stainless Steel....... , „ • , • . •. SS Hydrant.......... .... HYD Ductile Iron Pipe • • • . • • • ... - . DIP Invert ... ...... . . . ...... .. IINV Minimum .. .. . .. .. ..... , . . . MIN. Maximum .. MAX. IronPin ..................... IP Prestress Concrete Pipe . PC P Lamp Pole . " ................. LP M anhol a ..................... AI H It is a violation of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter an item on this drawing in any way. If an item is altered, the altering engineer shall affix to the item his $,eal " and the notation 'faltered by" followed by his signature and the date of such alteration, and a specific descrip- tion of the alteration. I ]I■�■�...� Z - L. i NOTES: - Underground facilities, structures and utilities have been plotted from available surveys and records, and therefore their loca- tions must be considered approximate only. There may be oth- ers, the existence of which is presently not known. It is a violation of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter an item on this drawing in any way. If an item is altered, the altering engineer shall affix to the item his seal and the notation ''altered by" followed by his tinnatllra anri tho Plata of cllrh alteration, and a specific descrip- OUTFALL AND DIFFUSER (CONTRACT NO. 2) 8� LDIFFUSER SECTION C A Y U G A LAKE MA R K ER LIGHT NOTE AERIAL PHOTO TAKEN IN 1968. SOME CURRENT CONDITIONS MAY DIFFER. i GENERAL MOTES ITHACA OUTFALL 1. Proposed staginq areas shown or, City of Ithaca property are available to contractors. Final arrangement to be made with the City of Ithaca. 2. Contract 2 shall not use land access to the site of MH 4 and adjacent shoreline. 3. Contract I has very narrow construction, limits in woodland areas on Sheets 5 and 6. Contour elevations have been shown to assist in accurate restoration of topography and drainage to preconstruction elevations. 4. Contract I shall riot disrupt operation of the municipal golf course. Snow fence separation barrier shall be installed by Contract I prior to the start of construction 5. A11 refer to USGS Datum. 6. Contractor to have all utilities marked or staked out prior to start of construction. The Contractor to perform such exploratory excavations as needed to verify the location and elevation of existing utilities. 1 Tree"D shown, to be removed are to be replaced according to planting schedule (see Sheet 12). 8. Any additional trees damaged or removed shall be replaced in kind (min. 411 caliper) at Contractor's expense. SCALE: APPROX III= 250' I I I CITY OF ITHACA, NEW YORK 0 NEI�►y I I I SANITARY SEWER CONSTRUCTION C. j• ° I I GENERAL PLAN, A0,�0 �C, FOR APPROVALS 1r ROIFESStON1`%� I M S 3/U L D D W J G S/;' Stearns & Wheler ISSUE NOS DRAWN DATE CHECKED DESIGNER APPRovED DATE ENGINEERS AND SCIENTISTS PROJECT SUPERVISOR APPROVED--/CAZENOVIA, NEW YORK DARIEN, CONNECTICUT -�_ /Q_ - — --- — ---- — _ -- JOB NO. 1087 icowmcr No. I & 2 sir 1 of i QD.14A ` EXISTING DIRT PILE �- EXISTING , DIRT PILE i '1 MH-1 22-1/2°13END EXTENSION OF OUTFACE TO Q05� FUTURE STRUCTURE UNDER P�O�O�G SEPARATE CONTRACT \�5 000 0000 S� C00-00 �\ON /// P�� P 0000 .0000 (1Q ostp �/ E X I S T I N G / PILES OF DEBRIS �� CITY OF ITHACA 0000 0-100 ,♦ i� A G F E NX�X EXISTIX� —max x x CITY OF ITHACA t� W.W. T. P ZZ -f. EXISTING 2ND / STAGE FILTER �P x U r 11 1 = 40 1 I DIM W W W NIGH TEN ROLES i_-`�—__--- F A [f I I Q \450BEND ,t NOTE: UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN. -M 111 MH-z -_ (SE(SEIL S H . 10)t -- ---- EXISTING GROJND _ ��.�--171STEEL SHEETING 81 BRACING ;l I_REFE3 TO DETAIL SH. I D) % 7- 3 .. I, C F WAL PR `SIDE 4811 s . . ...... ... ANDYHRUST B LCOC.K '� � � � t �Tr FOR 3 D.I.F MANHOLE tI t M .. C,UN ytL 1 I JN 7. 1 Lij f _ -2 2-1/2" BEND ►+�� - 4 8 3 30 C� 0. /a 40 c/) 4BIS ('_.40°h STA 0 6 l _ / �— CL INV- 379.33 INV. ;'►78.0 �/ J Z i J _ _ 2 ....-.. i 370 0+00 _-- -- t� STA, 3♦20 _ ---- -- - - - S T 3+3) 4 144. s 5. 0 — -- 365 CITY OF ITHACA, NEW YORK [It is a riolatioi of the 'iew York State Education Law SANITARY SEWER CONSTRUCTION fei- arr, �.. a ... �..ilyoa lac LD n..illl� LL(IIJCI L11C Ilil Cl Li111k ,�� of NE�►y of a 11censed p •ofessimial engLieer, tc alt¢r a 1 item r ^RR O -- - on this drawing--#n any way. fi an #terr>, is alte d. S (� the altfirin engineer shall aff K to the item hilseal - - and the nats>rtio i "altered by" €mil}owed ay his s _gnature and-the48" OUTFAL L TO LAKE date of such al'.eration, and a specific descrip- r' � � } _tion- of the alte, •ation. n I i F 0460A� ��' FOR APPROVALS %..affis --SIONr� i M S 3/82 LD D W J G �� r I & WheW SSUE DRAWN DATE CHECKED DESIGNER APPROVED DATE CIVIL AND SANITARY ENGINEERS PROFILE5 PROD SUPERVISOR APPROVED/'j CAZENOVIA, NEW YORK NEW CANAAN, CONNECTICUT �- ��,•-�� —1 — --- JOB NO. 1087 ICONTRAa NO. I SHEET 2 OF 12 I v j G 24'. 'kJ 24 � r�, 2 7 " ('l PIPE CROSSI (SEE DETAII HIGH TENSION POLES 4� .All a cc -_---- ----- 340. 5IttL !SHEETING ;5 BRACING Si=E DE -AIL SHEET 12 NOTE: UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT -= --= -- _- _ -- - — — — — A Y U Q Kunvim INLET - i 0 10' ROW D L.L� N v 10 O ,.1 W n IX -in PLAN 1 rr ' = 40 --EDGE WATER _ BOT. BANK 000, TOP BANK uj a w 48 S -._ PIER ROA D _ -- -- z N.YS PERMANENT EASEMENT •x......... F-- �3 PEDESTRIAN Q WALK THRU .7 ,CA 3E 036" 6" NOTE TEMPORARY FENCING TO BE FURNISHED AND INSTALLED AT CONSTRUCTION LIMITS WHERE SHOWN CRUSHED BROh EN _._.BLT D•1�-�F C�KE_bl-uP__�1 T _�31V E _ _- _ ---- - —� ----- -- -- DITCH AREA WN U.- BIT PAVER4ENT385 ARKIN_ ---- � ____. / ELEV.38187 PAD ff 1 �rwfrr�r /rrr�ntt,rJl�'' ''�\ c / > TEE W/ 30" RISER AND - ��_-� BLIND FLANGE. SEE DETA L 5H. 12 - _- ---- --- -- — - -- --- -- --E 0 ` / 8 S "W 8"FM 8N o0 0 I 8 FM , .,... FW F.X I S T ING � RLEK BOTT)M Cp 375 - - - --- -- -- . - ----VT l/ I - I J _ �-•_ - - - T r - .. -- . _ la.it , W - - - NdT_E CT 40 DEFLE s . r _ Y E _ _ . `-s ' M - A� ANUS g _ __ ... _. _ _ _ __ __ TU A4.:UIYIYLISH C: N(it N (iK - (E 3C BEN(? - _ - _ L. STA - -. _ - 5 7 -�"' 12 8 /o $ TA 8 + 90 _ _ - _ -_ - - _ - ...-.., - - - BEND 365 1' � .I � o NOTE _ - - ___ _ � .2-I/2°B:E�1Q _ _ - S'f , 9♦75- 4 8 S- 185 G 0. 10/0 / �TA• 6*86 i �f I.Lc i4�w Lk :;idAC Ld„L %luI► L,Kw _ I_ 1 --- - ----- - - ---- -- - / 1t to a v1.1,�(�11.... _ ----- t rL 1 ,1 i S._ _�►1_� ti>1� _ ari-�J �w t; L. ul r� t r� / - - --- ---- - Lor_�.ny_pe &o .un1csa he. i acting zrder t e direc►inn _ -- - - T - — - -" - _ -- n G.1 G DES' e#-a-i-{cetrszitprofEss{orta}aig{rreer,toalt an itenOL E f�A NC E. 0 �"O-gPS H�PN '�}' is - - ---- - on t enginee7 s E ffix to Lie item fiis seas and the nota:_ion "altered by followed by his signs 'ire _ - F - - tern on, and a Lae es - - - - - and--_•h d tlij� CL. ------ - ------ a date �i such alteration, a ci'ic c ip- - - - CITY OF ITH ACA, NEW YORK - - SANITARY SEWER CONSTRUCTION ----- _--- f NEIi'y I - --L�RRO� O, I48 OUTFALL TO LAKE - I --- - - - - i O �°f0 0 FOR APPROVALS / Swams&Ww1w IAE5510 r� I w,, Ill lhl - R ISSUE - - -- ! Of e� M S 3/82 LDD CIVILAND SANITARY I -- - _ � -- -__------- - — NO. DRAWN DATE CHECKED DESIGNER APPROVED- DATE CAZENOVIA, NEW YORK NEW CANAAN, CONNECTICUT -- --- - PROJ SUPERVISOR APPROVED - -_ 3 i2 -- _ —� _ _ — _ _ _ _ JOB NO. I O 8 7 CONTRACT NO. SHEET OF f' �r 0 1375 1370 1365 L � Z C AY U G A - INLET ro - _ - - - EDGE ' W A TAP - -- -- -- _ - - _ - NOTE: UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN. WBOT BANK r W -CONSTRUCTION LIMITS TOP OF BANK TOP BANK / r �27.- _ �� 8 0 T BANK _�-- Cn TOP BANK Lo 8" f 10" 3.12„ I4„ 12" Z / ,a 4 6ii S P I E R ROAD •�/ BT DRIVE (BROKEN UP) 1212W .:•W- ......,.........: ;...: gig j S _-� _ 4 V SEALED 30!a- E-4------- - ---....__._.. 6, • . CD Vi CLEAN OUT e• , W Q--- X6 Flo" Z g -- x x--- — a J r'� T - - PERMANENT ,�• x SMALL'' " 27" .x ©8,• xti ---.x, N.Y.S x xE ENT --- '` Al 'xi '` � CLUMP � C1 X - -- - _ --BUSH TREES -- CONC. GUARD POSTS s.O 3'PEDESTRIAN a _ CONSTRUCTION LIMITS Q'z'_T BUSHES--N., - --- WALK T H R U BUSHES -- 3-4 -4© 3" Q BUSHES a ?h 4 ' 2 BUSH � � ,♦� ¢`,''), ``:S Q 024 C I TY OF ITHACA GOLF COURSE PLAN 111= 40' _S_TA PT GROUND SG RFACF ! ff ••K/f 7- f--TEE W/30" RISER AND IZI� PIPE OUTFAL. L -- aX... I N L? t T-AN C t . b t L DET^A I L S K I.J _ . LL j - I- uj _ �. ..� • ': -T. �-. ram. �..-^a:----r.� �• _ _.•—a�F-a _ __-_'_I__^` -_ 1 Z�_ a .r.. -■ .�.. • .� • ••••. - ._ _ a. I - ---..... .. � �. _ _ J J �- CUT OFF WALL - _ V _ — —NOTE ROAD SURFACE TO BE RESTORED IN UNE XCAVATE D AREAS. REFER TO SPECIFICATIONS -- - CITY OF ITHACA, NEW YORK - - --rt is a •iolatior of the claw Ynr�c Stgt.. ++eatierLL.aW i I I SANITARY SEWER CONSTRUCTION .p _ g c �1i� Of HE {r. J ,p - — - --- for s person unless he rs ar-tin urreer the ris� tior O of a licensed p _ofessio-ial engi zeer, tvi alter a item l; 44 'FO on thin drawin in any gray. If an item+ is alto 5 \ __. *` 48" OUTFALL TO LAKE ---- - ---- — l+it alit. L1 �► l,►eeL� b:iall affi t Lo Ene item hi irea1 aad the notatio ' alter d by" followed �y his a gnature 0 r CL I and the date of such al erat -on, and a peciftc descrtp- r' W Lion -of the-al'te'rption. ?� F O R A P P R 0 VA L S Stearns � Wheler - o o,�o, �,� , �(rf ----- ---- -- -- --- � r� . I M g 3/ 8 2 L D D W J G � ofFoe+ CIVIL AND SANITARY ENGINEERS ISSUE NO.DRAWN DATE CHECKED DESIGNER APPROVED DATE PROFILE 1 = 5 - -�-- j PROD SUPERVISOR APPROVED --'' / CAZENOVIA, NEW YORK NEW CANAAN, CONNECTICUT a "_%_ _" — _ _.. _—_ _ -- JOB NO. 1 0 8 7 CONTRACT NO. SHEET 4 OF 12 NOTE: UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE Qv CONSIDERED APPROXIMATE ONLY. THERE MAY BE C A Y U G A INLET �0lop \ OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT PP�21 KNOWN. _ P�,5� _ —. —•. — EDGE OF WATER < ' �. `— ' �C'� V --ROAD SURFACE TO BE RESTORED IN UNEXCAVATED AREAS. Z REFER TO SPECIFICATIONS J M H-3 PROPnSFn s S ® 1-450BEND STO U s ®® ( STOCK f-- ESTAB Q AND G QE- S ST s BOT BANK TOP BANK B0T BANK �v �r s83f 4M� ( \ P� '�' -N 9 ` `I y 6,D+ 16�1200� O 0PN f ,r'i'•,CCj g' 48 16� �38 Q� K V � 6 c° — -_� }JYS` PERMANENT EASEMENT FURNISH AND INSTALL 7 "c. � � k . _ _ — _ _ _ - _ � N � G - SHRUBS AS CALLED FOR S\� IN PLANTING SCHEDULE, z A°Sr O 3-6 6.1 12n / G O �� / p �� // LEAVE ACCESS PATH OPEN — �,},�� 21' + G �� ��G _3B4 = SOT O \ � 8 £ 28 �Z0 12� 49 � TOP ,{ m > �v' 2.6 t ,1 / Ld —`— F� C3_ Ip° �e �' 6' 1-12 / 7� 1;r722 'S0 8 / tLl J TEE AREA \ m .. 'c IhNO �Zlt)�OIx� 40 �0 osTs 0h ti `l �` to / 401 e, Ile .1 G p 3a6 /0'L o \ ��yr �8 / �� 2-16' �1_ r � �0 (o GREEN S X ,. � y j tic \Z ' 6 . C x yc Il \ TOP o a ( CORNE LL s� `2 >3 °`� ►2\� UNIVERSITY y IPA ) la. m Ic 2 QS BOT w m s\ \ 24� 11 61-1i� 61 / y0 30 BEND5 89 %' m mi m m� CITY OF ITHACA ~�' -" O- ``� _ cos ��� CON T 24" \ ��m� \9Z o iI END BT P S u, ym M 11 3gak c�c � O e' 06,10 9 - e pO 6'r�'16r o \ �\ e 2- 2 4.1 1� �` \ SEALED 30� � 0 ESA O 1 N0� 1 CLEANOUT Dni 5 4 �Q ,ti posy-� O � vG� (SEE DETAIL SHEET. 12 ) MH-3 3 PEDESTRI,4N Gp� PLANI"= 40' WALK THRU _ �C)9 390 - _-_ EN!D OF BROKEN 4 - - i An i ur UMOKEN _.. - U F' B.�'.-- 60 OF S I LE" UP B T; SH EETING&BRACING — EXISTING G AVE L R OA D 38 5 - - - - ----- _ - - 7--►T-----! - -- - _ - TEE N/ 30"O RiSER _.. _ -- - _ AND BLIND FLAN 3 _F _._.SEE D E TAIL__SH _ I-2 W f i iL 380 380 CUT )FF WA -537 _ 45 t3tNU / 1 W 3 75 - o C--48�5- 1435' J.10ava Z _ _ - T • 22+ 5 30 BEND i I _j - STA. Z 6+ V --- o - �- I N_�I.3 77.0 (C. 4 5 MEND _ 370 - _ 1 / 5 TA, Z 5,t 42 3 70 365 - f 365 360 --- C i TY OF ITH A CA, NEW YO RK 355 - - - SANITARY SEWER CONSTRUCTION } IL ton ✓►✓ialt�:l vi LIIc a�cw w.A OLaL,:. JjU,_Md'vu Law, G OF HEM'jy _ t 4 I for. any perr,cc , unle$r3 he is i cting ur der the directicr 1r Q _- - -- 1 of s li:eased i-rofessonal erloneer, to alter n item y S�ppRRp�� •p,�, on thi► drawing in anv way. It an item is altdred. * dG the all eri ineer shall afEx t© the item h seal 0 � 48 OUTFALL TO LAKE and thenotatic n "altered by" : ollbwed by his tgnatur ? r r- and thedate o ' such a .teratioz , and a speci.ft descrip- - - LIVII V, LIIG tsllr.L aLlVlt. �01'�?� FOR APPROVALS ofEs%affro & Whe1w sloN �I M S 3 /82 L D D W J G — ISSUE DRAWN DATE CHECKED DESIGNER APPROVED DATE L AND SANITARY ENGINEERS MIL - NO. PROFILE I"=5' PROJ SUPERV APPROVED.-�� � � CAZENOVIA, NEW YORK NEW CANAAN, CONNECTICUT 01 -- — — — �=za --- .�•. — .� — _ — ' -- JOB NO. 1087 CONTRACT NO. I I SHEET 5 OF 12 f 385 • 375 - 370 365 L `GONE R p ON G Ov.�FpL ,G1 AL�21 SH CONTRACT NO. 2 RIP RAP BANK PROTECTION TO BE INSTALLED -A - BY CONTRACT 2, SEE DETAIL SHEET 9. -a END -OF NEW CRUSHER INSTALL FROM TOP OF BANK TO ELEV. 380.0 �D RUN STONE ROADWAY AND FOR FULL WIDTH OF TRENCH PLUS — — O im 10'EACH SIDE I L E T REMOVE TREE REPLACE W/ WHITE ASH FROM PLANTING SCHEDULE m o 5 80T GRAVEp — MARKER l(HT/ LINE OF S TO aP/8 109 ) _TOP j rO - 2 4 ©6 • •.el ri ,',.•:�. - B O T - BANK �6 J�. E 10 :•; - T 0 P BANK � 38� I 98 4 8I 4.` '� .�,�,� 48 w __ / ,/ 8° I REMOVE X � . �:'...:• .,, __ --- �. -� --• � j• .... f .......375 TREES /, "—�14 , Z — _ {�e / -- i f •••• \ 0 -•j-24 x x_� x A l X I� a 20" 1 P� j - _-�, ��-- 376 R i - 1 V ' \ k I6 •::� :•:; 3 8 4+6 �!'7y14 `V9' 38 3g4 r,. 24 28` 14" �� l 80 '8 ro 2-I / /� k� 2 - 8 2 24 8 AN - `"' 2 1- /� 6 �' L , 3gA �� 36� -1�` TOP_ -���° / '' pT 3 � - •.:�.•..�...�. . — 8` s 1 d � /fie _ / IL 40 38 'X fJON 36 12J 3 2-8�912.. 8� BST v / / l G _0 g" 48 / /,�g3 16 / r 38 ��0442_28' `�Y / q -- `2Y / r / b 383 \ 36 48" / � ,kro / C 0R N E L L ' /� 43 A� UNIVERSITY NOTE TEMPORARY FENCING TO BE FURNISHED AND CONTRACT-1 MH-4TOBE CONSTRUCTED CLMH-4 UNDER CONTRACT N0.1 (SEE DETAIL SHEET. II) CONTRACT. 2 CAYUGA LAKE l CE MH-4 / 28 SEE SHEET 11 1' FOR MANUFACTURED w MH DETAIL TEE SECTIONS v -a) - L._I I-.-- I L_._i MH 4 SHEETING DETAIL NOTE: UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN. M m a CONTRACT 2 TO PULL END SHEETING AFTER CONNECTION TO MH 4 IS IN PLACE INSTALLED AT CONSTRUCTION LIMITS WHERE SHOWN (ALL BY CONTRACT I) PLAN � - �40 NO SCALE low 340 STEEL SHEETING &BRACING (CONTRACT. I) _ _ 21 1 �--O -STEEL SHE ETIN INST � LLEL► _UNDER CONTRACT I F EXX�G �� LlL�LD - - � USE INDER LOUT RACT z , TO 3-E_Cf1'- OFF BELC W GRADE BY CONTRACT 2 ( SEE D `TAIL OtBOV-E) i--- 18" THfetf DUMP D 385 RI5 RAP 3Y CO TRACT �-SHORE -LfNE 20.EE DETAIL- HEET 9) r-- ELEV. 3a1. 87 (10/2!/81) _ = LAKE LEVEL lLL__O.F �-- L ILJ EXISTING LAKE BC TTOIw _ - -- LU ,1 f Z a rn ! - -.. r a 370 36 M H. STA. 37t48 LA KE OU=FALL�hID CONNECTION 4 8" �' -2 2 57' _TO MN-4-JNDE CONTRACT NO. INV. 3b r. u0-_ - _ 5L,L L>t I It_ SItt I . y - t Is a violation of the N a-h i c: k State EducatioL Law v1 eluy 10t A ov11, u1l1100 11Ci6 W- 11ig UAAd%h1 LIM ,,;. , 11.,11 of NE {Ki y )f a licrosed proafesaional engi er, to alter an item -)n this crawing :-n any way. If n item :s alter d, y c��'A �44 �\ he alteVing ens veer stoll OR to the Item his eaI * r p ' 4nd the rotation "aiter••i by" fo lowed b,( his si nature O�c ►nd the date otqq�ch alteration, and a specific escrip- r W .ion of Lie after,'ltion. sv it _ °FESSIT r �1 1 PROFILE 1 = 5 I C ITY OF ITHACA, NEW YORK I I I SANITARY SEWER CONSTRUCTION 4811 OUTFALL AT LAKE AND MANHOLE 4 I I I FOR APPROVALS �ffro&WieWr MS 3/82 LDD W J G ISSUE CIVIL AND SANITARY ENGINEERS NO. DRAWN DATE CHECKED DESIGNER APPROVED DATE f PROSUPERVIS APPROVED, --'� S.? CAZENOVIA, NEW YORK NEW CANAAN, CONNECTICUT -- - -- _ _ -K.- _ 1'-------- JOB NO. 1087 I CONTRACT NO. I & 2 I SHEET 6 OF 12 -1 NOTES. 3' Underground facilities, structures and utilities have been plotted 4::�," 2 from available surveys and records, and therefore their loca- 1 svr�E,4�L�9sT/G/z,E.v tions must be considered approximate only. There may be oth- . ers, the existence of which is presently not known. /YI/,Y f� CONCRETE �,2"S. s vv�oc-� ,9rVCy0,Qs� It is a violation of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter an item on this drawing in any way. If an item is altered, the altering engineer shall affix to the I item his seal and the notation ''altered by'' followed by his S'TAGL /rVTE�PLG�f�/r�C / I �— Tf�i�/C,qL /Y/�/✓,yOL:E Co IV signature and the date of such alteration, and a specific descri - P P " L �/U�Ty TYP. �5'T�EL -5 -Y f�/L ,11,V > ALL ` : 4 -1' .t 4. / �BoT.�i'" G Tiy/S" S,yEET tion of the alteration. �, , , a ° �S/OE<.S ; //YS/�r� L /�Y!/T O•�" Bf�/�/N .4 �� 8"Tf//G.Ai s. s_ .c��STE/Y//1/.C�' • � Sh�Ol�t//J/. R,EicEh� TO i9sS,E/�7f.3L `�� @ /z'' ��� �9101�/T/O/✓ri'L I S�/,E�T//✓�. '' . �s,'EET 16--IIZ/ivy To ' �F9c�,,Bc CcJT OUT so _ram_ NO X5 W/T�/r✓ 12 1,,V,5TALL i C�9�S'T UNiT � I � � � � /'- O '� � FOR R.E//✓FORG/N�y' //Y �JP�.EF� , sE-E- syEET �/ Ti4E"-- / ALL R W"19gG L s FIBERGLASS LADDER ATTACHMENT0 CZ * - �� r R//✓Cy C�9�"w�r�'�sTo� TO MANHOLE WALL No SCALE PLAN - M H-2 BASE o � PLAN L LL✓ A/V �RECi9�5'T S'viQFi9C,Es ' ► ' �gNL7 C0�9T l�l/�/l%E�9T C,E�Eit/T TYPICAL REINFORCING FOR PRECAST MH WALLS ,�,9sT�- JJUsT �R/Or4 TO NO SCALE PL �crN�y �4irV� 77114 r . Ell G'LA�,S "CUNC'RET� L z S ' 4 ' A CONi1/cCT/ON�S'�.BOTiy a �S'i0E'S� s,EE oET.9/L, d l ; , SHEET ,�iL /Nl� To BE c°vT A Tf//S S 7142`7 i <S' H//TiyiN .O..f x,., JIM-- II \ i9L L � s/L:;)A L . //✓15'/U� L /1l�l/T RING CAP D E TA I L \9 NO SCALE zil ' @ /4 ' /Yl/X i9" C�i`/CRETE � e , � k 11,57 W I To�-� I3DT?�' % — ° I v TJ�i�/C�9L ,/Yl11Vr5'OL ,� C'ONNE�'Ti0/� QIPLAN M H I BASE o,�"Ti9/L Tip/' S.�/EET P/L //Y<j' TO 8E CUT TO �K>0 t//O,e TYPICAL BASE SLAB FOR PRECAST MANHOLES -� I ---�- ��- 388 a I- 4 ; ���N�/>7v�r O,�- /z G� EAR NO SCALE C1915-T //v L SLAB � r TSJ�rcAL F�L�9N ON S71711 O M H - I ' syow/v (, l I ,EL. _3189. SO v t17 rr LI L EL. 383. i i , LooLc + r 1 CONCRETE F/L L S ' oo •i • rL /YIU� /Yl�9/ and / Rz C'ONCR�TE PLGY� /NTCRG G�'�iN�" �STE�L_ .SyEET 497 C ONT,P�9C T'OR's OPT/oA' � ,o/L /N�" To �'X TENl> �4 A�-7//11. (11)4X 24" OF /8' BELOl�I/ /Y�9/✓h�OL,E B�9.S�' SG��3 �'L.E✓�9T/ON SECTION I rA . ' a MH-2 I / A i1 1 A CLE.9P A >• �GL.9SS S9/ 'rr 8' �i4EC9S'T /1/I A C 4Y/X e �ii/�9L L .S' BgSE I CD/�✓G'R,E U I " \ /1�70�4T�9R SL EE!/E /rY //V On/E L/,�'T ; _ .10 _ ' I I A ,�L 9�,� ,Iri//NO/✓- .Syi4/Nip . ' . • ' `` � ; .. - 7 4 10 a _ cuss /.zs 1.4 ,S,yE'ET//�/l� ,$ I iV G L C STA/�/LESS �' I I �8 "o. /. � / x / ' CONCR,ET,E �"/G L ETS \i a' / � � 4 ' .• , . .SLE,E!/,E.S l'✓�iS'f/�iPS' q I G �- SET F�i4ECi9,ST ,�i S� � (I IYJUD /YJ fJ T ST/L LT/C� .. .. y T C oiV r�z,�►c TU.4 'S O�'T/o Al5'Ti`�UCT Ur4E l�i/�L L ,B•9LL �o/NT C,��9.'s��E cor✓�vEcT�/ % � - I /�/T�i�G Gam'/;'//✓�' S-TL✓=.EL S/i'�c T (MAX 30 P/L //V . Tb zE7X72FNO ,g /✓//N. ' SECTION 2 .A sL.9B. /Yli9/NTF�//V / DDETAIL -LOWER CONNECTION AT M H - 2 CL,�,9�i9ii/CE 8,E'TWE,E�/ PrQE ` NO SCALE TU ELE!/. g W111/. I C S LL S C %� T �� 8R� /�� SCALE: 1/4" = II- O"(UNLESS NOTED OTHERWISE) 4 � _ - < • � . • _ - ,�.Eq. � X /z '�L ONE w/z �o,�T//,�UoUs CITY 0 F I T H AC A NEW Y 0 R K oP T/ O1Iv L_ I IrY�9TEi� STOPS. SU�i�ORT SLEEv,E ,�RD� I I I t TRE/1-�/E �'LUf d �� pF NE {�i Y SiyEET/N�' ',-biQ 'NT 0I I I SANITARY SEWER CONSTRUCTION 0FIV2A1�,yOLE _ W! 48 OUT FA L L TO LAKE Az— W/V) • MANHOLE DETAILS It is a violation of the New York State Education Law 4 P�046ONfor any 2 I I I TYPICAL DETAIL OF MANHOLE CONNECTION of a licensed professional engineer. s he is "`toe ltt re direction �FESSIOV4 FOR APPROVALS palter a item / NO SCALE on this drawing in any way. If an item is altered, I RC 4/82 ! D D W J G ��-- � �/� /� - Stearns & Wheler the altering engineer shall affix to the item his seal ISSUE ENGINEERS AND SCIENTISTS and the notation "altered by" followed by his signature NQ DRAWN DATE C HECD KtDESIGNER AMFWED DATE and the date of such alteration, and a specific descrip- "t0i T :1/1=00 AtrROVEO CAZENOVIA, NEW PORK DARIEN, CONNECTtCUT tion of the alteration. _ ,os No. 1087 No. �r 10 of 12 1comma 00 "/�O' C45'T /RDN Fi4�i/Y/E ` COvcR W17,-1/ L OCXl-14V I9EY14:5 .3' 3 /'o" — : k/qz_ t/E B0x(/Y!H NO. � O/VG y> 7L--H °°I i I /,./l Y,gzzEWBLE /,40iV .4 -- ( Tf/iQE.5�hE0 //VSE�T !N/TH Cots' :'i4 TS�i�/C G J o � HYPE ZZ �'/�/�SN •Ti'P.) -7/ _7//S' PLANcorYc4E-T�- P .3'' CO�E,Q FOR �XTER/O.� MANHOLE NO. I, THRU NO.4 TO + 11::1L T i I i� STEEL � .5'. S .SN�9.� T/ES PLAN TYPICAL MANHOLE WALL REINFORCEMENT Co�VsTfOCr/OA( oArE, 0MCF O)V EA CH " g, _ I FOR UPPER WALL PLACEMENT �`--1983 � r 81' BELO bc/ G-,eADE (rrr') _j 6 3 F/BE�I�L.9SS S9FETf L.9OO�R / . O ,. CG l9RriV!/N 9 -' O � SU,�ERPL.9S'T/C/zEI t c� _ p " F/�E�Q��lr9.SS 59�,ETY L.q�OE,P / O '' CLEf%R�iYI/NJ — O �i �� / O '"CL E.9�i1'//N.> /Y!/X ;9 "COr1/CR,ETE 'zz f W 5 7 �%I, 5,,: 5 /Y//A' i9 '' CONCRETE /N IS TO CUT DUT � ' a . a --� �9r40UN£] BOTr`/ P/B,E"S' SO TiyigT 6.�—' CL�9SS C CONCRETE / /✓O 5'�EET/NV IS - /Yli9NfiDL,E COryiyECTiON Bf O Ti` /,ef/ „ } I I � - �-lJR/✓/Sy � /NS'TAL L /NTE.QLOo%�//✓may 4 I I •-� � ------- SGU�CE �.9TE �F��i9/Y/E �8 I ( ' �B„ `O ,O STE,EG SHEET �/L //✓l/� ALL � S/OES. I � � 0 `O I q //VS/OE L/—!/T�S' O.� BOAC//✓ sHoyYiV �-� I . I 4 Qo `— _� TfJP/C�9L /1�.9/l/hIOL E CONN,ECT�On/s _ 8 x PREC�9S'T /Y!h' UN/T O.ETi9/L> Jfi>E,ET/O r . r PLAN - MH-3 BASE PLAN - M H -4 BASE TYPICAL ELEVATIONS 4i .A -S//ice// Y /- I SvP�0.4T Tf///YIBLE' �ROiYI S'h'EE"T/N� i9s i4,�QU/R,EO FD/? i9L/l�'/�/i1/!�'/VT �IJiQ/N� �i40UT/N� � CONCRETE ,oLi9CE�t//�/V T NOTES: - Underground facilities, structures and utilities have been plotted from available surveys and records, and therefore their loca- tions must be considered approximate only. There may be oth- ers the existence of which is presently not known f It is a violation of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer. to alter an item on this drawing in any way. If an Item is altered, the altering engineer shall affix to the Item his seal and the notation ''altered by'' followed by his signature and the date of such alteration, and a specific descrip- tion of the alteration 4 .1 71, P4,4S i/C SPAG�R - ryp. ALL AROUiVO. ,QE/NFORG/N�- s rcEL- ROPE F/1V /SH LOPE RIZG AT TOP rry BoT rom. SECTION -DETAIL T i— EX/SST/N� T'E"L.E/14101 /,E � UT/L /T/ES To BE �•4E- ,�i�O�Y! B"EL L 7Z�/EETi/v�_ 0 V o o � •-- ,2 „ CL EAR— � - �'��iQDX. /2" L/Gf/T STONE �-��CL �9r4 ,80TTD�1�I 3 SECTION "A" FILL RAID 60"r B EfJD/N G ON F/L7ER ✓�G �/�= BOX CAs'T /.VTD �SL,gB FABRi G 3(- � 7 . C�/sT //V .dL SCE TO S�.EC/�/C�9TiONs �OVNT ON BR�S'Cft'BT O E• PRO TEC T101V, j SEE GREEI<' GROSS/A/G DETA IL �9LG �ACE.S -- - _ FOR MATEER/AL DE5CRiPTiO/V 1 zg�I /Y/.9/�l/�dGE G.9rJ��.Q E,-YTENL75' ,�L, 25 TO EL EF/, .38�. 0� NO/,i 71 SECTION 8 TD / "FRO/✓! 8�9s.E 15'L�9B - -- - - _ F�9C�' ONL y� �"OR CO/✓TRi9CT ' Z LAB TO ALLU�' FOR io" Ts'P S'TE-EL S.�EET/Nl�' TO B,ef CUT EP/,Z"-y -4-/,z"'� � � — — — � @ /,z E, v✓, �# '• L �'L.qB - �' O/iy%ENS'/O/�✓ �yo�/V� EXCT \ Fs Z .3.. v • 8 STEEL s//E�-TirVC/' To B,E cUr " _ � M H _ 3 aUT ,�,QovN� �i�E So TEAT ; j� 4 1 9L L FACES' - ---- I / NO /S CGOSE�P 01A , — — Th�.9iU SQL F C01WT 7j1VEU elf X - R//✓�" CAS S'�E O�'TA/L Sf� /O : I A n� IL MH-4 A C- VST /N /7Z e7W�E �iv.I 1W- � vl/� ?Z L .37. . 5 D I I A I � Tf///1//L3G E' �9NI� .sTYROF0�9iY SP.9CE.Q / I A ZA 0, .fig— Tye/GAL ��q/✓HOL E CO/yNECT/O/v TO //VS,WL L/RE • d • , ' SEE .S//EE T /D � . � , sLD�E c—_ 14 , ' a00 ,BE/VCf71Wi9LLS ,j-- /IV 4 ' ' `pCO/I/C. .�/L L ET ALL AROVNO 4 V. .3� 7. 00 //Yl/. -377. OO � �---..�-=--.. _ ' .- :. �. '�- ; �--- - -------- - _ - -- - -- COiVGRE TE , ' 4 . - • �SUPERPL�9,ST/C/ZOO /�/�' � ' ,olJiYl�E/ //VTO PL.9CE CONS'QL /L 1g711_ 7 L DEL 37S.S :a_ .4 r EL. M&.0 I+-1,977- " po 1 g" Mu.o 1V7,97_' - /iVT,Ef�L oc�rry srEEL sy,E•�r � TR��'!/E CO/✓CR,� TE' FLU � ' - � 9T COS✓TRf CTO.QS O,�T/ON ��- J P/L //V /F TO EXTEND A /�/rv/�U� �� CO/�/T�9� TUr4S OAT% N �,{ /� , OF /8" BELow 1Vz.g1VmOLE BAs�' ,�• (MAX 30.)J It is a violation of the New York State Education Law (M/}X 24") y 1 £LE1/ /Y1�9//VT,gJ/1/ /-O"CLEA��9NG'� for any person, unless he is acting under the direction of a licensed professional engineer, to alter an item SECTION 3 $ET�rE�/v F'REC�S'si vV.9LL - BRi9c'//�� - - SECTION on this drawing in any way. If an item is altered, > the altering engineer shall affix to the item his seal and the notation "altered by" followed by his signature and the date of such alteration, and a specific descrip- tion of the alteration. &OL. 7"5' vV/.OR/L L /A/ ,9/VCf/01'F ', TYlc:� FO P v1i9LLS /� S9w CUT " O TO ,4��o vim .sEcr��/y P/L /N,�' 7 PLAN RETAINING WALL AND DEADMAN SCALE: 1/4"= I+-0" UNLESS NOTED OTHERWISE SECTION 7 CITY OF ITHACA, NEW YORK of 1 SANITARY SEWER CONSTRUCTION C.10RRO44 �G�'` I •I I O 48 OUTFALL TO LAKE r? MANHOLE DETAILS A PF 0 460"' y 2 �;p 0fFss10� 1 FOR APPROVALS �; ; RC 3/82 L DD WJ G / Stearns& Wh I r e ISSUE NQ ENGINEERS AND SCIENTISTS DRAWN DATE CHECKED DESIGNER APPROVED GATE: rROJ 9UrERVtSOR AIKROVEO ,,.r CAZENOVIA, NEW YORK DARIEN, CONNECTICUT - -• �`_-- 10 87 10t NO. I CONTRACT NO. I sHsr I I of 1 Z • I UrVOE�4 / 15EE 1110/.47. /c-Ov/V/�i5 OETi9/L S C vTc�F/G/f /e" ,�OiQ ,S'�EC/�9L B�7c�F/L L, TYKE I oy��4L �� L/NJ/TES' OF E/G Tom" TYRE rl� Tf'�EZZZ, �AYit/L,�iYT F.�7,B/4�/C Fi'rQOvNG L/411iT.S ,9rV,o Q�J�9/VT/Ty F.9CT��� , SToNE B,Eoo/ry � REFE.4 TO SPEC. SECT/D/✓.20E � LA/� M/•V. OF /E LO�✓l/TUO//✓AL /.� SEE NOTE TRENCH DETAIL. .SEE DE7,0/1- ',0 QPS O.P/LL POST TO �ii F/T S/6.V II NOM/NAL J " AL UrV; /NUM P/PE - C,4.oPE0 AT TOl0 OPE G,QOGdt/O GE/iEL M/.V. 0,C' /B" O/!q PIPE CROSSING SIGN NO SCALE + + G" DO NOT ANCHOR V -4 t T &N PIPE CROSSING OAP/L L 3 //OG ES EACA/ S/DE f"O�P ya'' 0ST.O/rVLESS STEEL BOL T5 'OvIr I IVaSAdW e5 41MO pOUBL E At/UTS , BLl9CK Oit/ VSI-ZON/ - .DEFLECTOR/Zcl� jfr " TA//L-s< 41- L M/.t/UM S/GN MATE.P/!�G jy4 " M.O.P6/1t/ - / " L E6EIt/O DETAIL "A" NO SCALE h'E•hM.�O� OTy,FiS v✓isE L/�.o Al F�9,8i4/c TU BE.9� t �E �f/!�E/Y/E/✓T .SREC/F/EI> /N S.�FC . SECT. ,2G /Z " �5EE NOTE CRUSiyE�Q ,4Lr/V SToIvE aEooi/✓� NORMAL SOIL CONDITIONS PLANTING SCHEDULE TYPE I /S/OT,E: FOR OU%F�9LL SE�,E� /Y/�9X/�✓%U/mil' T�4EiYC�/ W/O/,v S//, 9LL BE 9LL ,e r 0611—.S/.OE �;�OVNO sU�QF9�� STi��9TUrt� ,SEE NpT.E MODERATELY UNSTABLE UNSTABLE SOIL CONDITIONS TYPE II PIPE FOUNDATION DETAILS REFER TO SPECIFICATION SECTION 20E NO SCALE A TO .BE i9T ,EL EY�7T/O/V I�L�TE� pE�Th' TR��vcy \ / I L/�t�J/T i ,c�/�cf/F/LL vV/Tf/ Ems►'/,S'Ti�1/�' Nf SvOT /TES �.ZO..�.OZ Co�l,�,9CTE0 /rY/PEf�i✓! - / j ( ( �� L/�'yT STdNE F/L L /N�' E,gBL-7/AL — Tf Ji�',E F BRA l/EL - C E/14E/VT I /V f�S UOT /TE�Y! 6 Zo. ,z , OS O.� /MPERMEABLE CLAY � ( �Y ,E3c-oo//1/�y' �J/�TF,P/�9L MA 7E1i?14 L RUN STUN, BE00/Nly' /8 "'�!/N F/L TE�4 �i9B•4/C �Li9R CIS Ll 4 IS' !/N. OR To SHOE/�N� s1-71"L"ZE SECTION B-B T,4E-Nl'h1 WALL C�/TOFF !i Z L I L /MOTE: �/.mac Jo//✓T TO BE S'M/�✓. P L A N '�i4O"'' CvTOrcF /'YAL L CUTOFF WALL DETAIL NO SCALE Botanical Name Common Name Size Planting Area A i Planting Area B Root Quantity I Quantity Planting Area C Quantity Aronia Arbutifolia Red Chokeberry 2'-2-1/2' B.R. 3 2 5 Cornus Stolonifera Red -Osier Dogwood 2'-2-1/2' B.R. -- 3 5 Salix Discolor Pussy Willow 2'-2-1/2' B.R. I 3 -- 5 Viburnum Trilobum American Highbush Cranberry 2'-2-1/2' B.R. 3 2 -- Acer Negundo Box Elder 5'-6' B+B I 1 -- 1 Acer Rubrum Red Maple Min.3"dia B+B 1 1 2 Fraxinus Americana White Ash Min 3"dio B+B 2 I ( 2 j 2 I Salix Black Willow 5'-61 B+B 1 I 2 ! 2 Viburnum Lentago Nannyberry 3'-3-1/2' B+B Provide 7 , spaced as shown on Contract Drawings, M H-3 Acer Rubrurn Red Maple Min. 3"dia B+B Provide 1, for tree replacement noted near Johnson's Marina. B+B indicates ball and burlap, planting details to be followed. B.R. indicates bare root, planting detail is not required to be followed. CON/TE�DvS' O.EC/OvOUS' ST.E,�L Sfi�EET/N57 S'y/�LL Q,�= LEFT /N --�5'vB�i4�i'DE ' ,4,7 9X. N. TACK COAT EDGES WITH r-CUT SHALL BE VERTICAL BROOM OR HAND SPRAYER, I PAVEMENT REPLACE. AND CUT 'BACK LINES USING NYSGOT ITEM 70 2 � I .,, I T ENT SHALL BE STRAIGHT AND RE/1'loYE F/GL SLOPE TO MATCH PARALLEL TO CENTERLINE //V�S'T,99 LL.T/O/V OF OF TRENCH EXISTING PAVEMENT -x► SURFACE COURSE EXiSTING PAVEMENT EXIST'jG PAVEMENT vV,9TE� �5'Ui4F,9CE g SU AFA C E 8& BASE) (SURFACE BASE) BASE COURSE 5 1 IIVSTALL,9T/O/V OF 51/1--157- �' 'CUTBACK CUTBACK ,9No ITHRU 8A;,KF11LL HRU c y EXISTING (SEE SECTION 2C EXISTING 111117Z-.QL0C,�L<0 .STEEL Sh'EET �/LI,,� PAVEMENT AND / OR 2111 PAVEMENT TO a?e C6 7 oF•�" �,�.y ."4,Fis�lol%o A ,BoTTvy! .s&) - --?,- OR To - *THICKNESS AND TYPE OF MATERIAL SHALL BE AS q OF L IC , 17 STONE EXCAVATE D . —-- REQUIRED IN THE SPECIAL / TRENCH ~; REQUIREMENTS, SECTION 2H 4 5,• 9LL N /NTERL O Cf�,EO �S'T,EEL �S-//c=ET f�/L //VCy TO "XTE/VO STONE CASCADI LLA CREEK CROSSING TRENCH DETAIL NO SCALE TYPE III PAVEMENT REPLACEMENT DETAIL NO SCALE NOTES: Underground facilities, structures and utilities have been plotted from available surveys and records, and therefore their loca- tions must be considered approximate only. There may be oth- ers, the existence of which is presently not known. It is a violation of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter an item on this drawing in any way. If an item is altered, the altering engineer shall affix to the item his seal and the notation ''altered by" followed by his signature and the date of such alteration, and a specific descrip- tion of the alteration. -748Mh' FRANlLZ: (�6 rZ 1 III 6 J 4? X g�� PLAN CLEANOUT MANHOLE SCALE: 1/41= II -OII ,BE/VO 1701N,EL AFTE ' ' ' � B�C�F/L L/Nl� //✓S/.oE F. o I R" I __ .l_ -3 #- 5. I SECTION 5 STf//�VL ESS STEEL L ,EfiE vY/1N�9�SNE�P�S' �9^/O I»CJBL E /U.EO,�i4EN,E ' o" 2 '# -S T. .3' O SECTION 6 21 044M. STAKES W/RE TNROUGN NOSE LOURS TREE WRAP - h L DEC/D"S TREES CITY OF I THACA, 2' SAUCER �� pF NE ►ri y �\ ' SAVCZ-R MULCH RRo op SANITARY SEWER C /SLANT/N6 �. t7 PC AN T/it/G M/X 48" OUTFALL LIAIT/E A4L CORD ! ' W AROUN/> TRUNK AND �y- it is a violation of the New York State Education Lawor an ti = M I S C E L L A N EOl fperson, unless he is acting under the direction `rt�` �� / = "t LOOSE,V /3UR4AP D/AM OF /3AL L y of a licensed professional engineer, to alter an item PE 0460% fit. ., L)/AM.OF,BALL ARUUrt/D ROUT BALL GR SPREAD ,� on this drawing to any way. [f an Item is altered. �o/rESS1oNr�' PLUS 2' _ AFTER TREE' /S OF RUOJ•S e FOR APPROVALS ROS/T/LINED the altering engineer shalt.affix to the item his seal I ` ` �,�/, Stearns & V and the notation "altered by" followed by his signature RC 3/82 L DD W J G L- TREE PLANTING DETAIL SHRUB PLANTING DETAIL and the date of such alteration, and a specific descrip- ISSUE DRAWN DATE CHECKED DESIGNER APPR01/ED DATE ENGINEERS AND SC lion of the alteration. Na NO SCALE NO SCALE rR RUMVISOR AM*nvw' CAZENOVIA, NEW YORK MHO. 1087 CONUAa NO. I FTC-. ,BEt'c/La �