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HomeMy WebLinkAbout20151022 Ver 1_Other Documents_20150928o� Moo��,s �°�� b���� ��11 le�,� Town of Mooresville Public Services Department Post Office Box 8�8 Mooresville, North Carolina 28ii5 � North Carolina Department of Environment and Natural Resources Division of Water Resources 401 & Buffer Permitting Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Reason: Date Letter of Consultation September 18, 201.5 To Whom It May Concern, I p [� � ���� ti. � ��' J�? .-�:..::..� D SEP 2, ;� 2015 � � The Town of Mooresville, in conjunction with the realignment and construction of a new roadway bridge proposed by North Carolina Deparhnent of Transportation for Cornelius Road in Mooresville, North Carolina, SR#1302, plans to install on the proposed bridge a new 12" potable waterline and an 8" force main sewer line. The bridge, and the proposed pipelines, will travel over the Cornelius Creek Leg of Lake Norman just west of I- 77. The purpose of the new waterline is to provide water to the north-western side of the lake. The force main sewer, which will come from a proposed pump station on the north-western side of the lake, will provide sewer service. This area does not have municipal water or sewer service at this time. Per the directions of the guidance letter, included in this package you will find: • an aerial photo showing the location of the work, • a set of construction plans with plan and profile views that show: o the proposed bridge, and ' o the proposed pipes that will run parallel with the road across the lake. We request your agency review this project and provide us with any pertinent comments and/or permitting requirements. Lake Norman Reservoir is one of the developments of the Catawba-Wateree Hydroelectric Project, FERC Project #2232. Since we are teaming up with NC DOT to construct these two lines, we request that you respond back to us as quickly as possible so that we do not create a interruption in their construction schedule. If you have any questions, please feel free to contact me via phone or email. Thank you in advance for your attention and help. Sincerely, . � L. McKinnon, P.E. Public Utilities Director 704-799-4201 bmckinnon@ci.mooresville.nc.us t � !. a t � .ES J�j C F � � � ``� :� ,_ .�� ._ ._..� .. N Vicinity Map of Project Area � N �t � � I m � U W � O � �. �� See Sneet i-A Pnr !ndex of Shee'ts c��-n-rr �r ni�n-ri i nnn�i ir.i n GRAPHIC SCALES 25 0 50 1 , INDEX OF SHEETS SHEET N�. DES�P110N UCrt 111LE SHEET u�2 unuTr sin�eaoc�r UC-3 NOlES UC-3A DETA9.S uo-ae �a4s Uf'r4 U11LIiY t�1�.S1RUC110N PIJW UC-S 7HUR UC-6 U11U7Y PROFlLES WATER AND SEWER OWNERS ON PROJECT (� WAIER-70WN OF MOORESIALLE ( Flrf SMIITi1RY SEWER='IOWN OF MOORESNLLE aFx vre�vuun iN n,e orrwE or: DIVISION OF HIGHWAYS ununES uNiT �H'c'rJ��� UTILITIES ENGINEERING •'•�.,� Fse� "..¢v°s RAIFICH�(@NC �69�9-75.�55� f �� v M iHF FA%�18)19�50.4i5f8� . _ ,���� ;�` ` ,','��'y�rr1i�HS�29�lar ROO�f wOfMItIC�p6 P.E IiR1�8 �Ilal 91�Ea� Ca11 Badax P8 U1t11�9 9aU1D {EAOER PRO�I.T �I�EEtR JonM E 9rtaon vAJpES PNO�E�r OE9QER � Q PROPOSED WATER SYMBOLS Water une (S(zed as �own) ���--���� 111/4 Degree Bend ++ 221/2 Degrae Bend +h 45 Degree Bend i-x 90 Degree B�d +t' Plug, :. . .. . _ �- �...._._ ._. .._ _ _ Tee -t�- Croes +�+ Reducer ► Gate Valve N 8utterfly Yalve �I Tapping Vaive � Une Stop �5 Lfie Stop wtth Bypoas ���P Blow Off �f Fire Hydrant �' Relxato Flre Hydrant Rt' Remove Firq Hydront � � Woter Meter i Relocate Wat� Meter "i Remove Water Mat� � � Water Pump Station � RPZ Bodcflow Preventer `�.�` DCV Backflow Preventer � R�xate RPZ Backflow Preventer � Reloccte DCV Badcflow Preventer �` PROPOSED SEWER SYMBOLS �GN�ty $eWB� 9 SIZBd G8 SItOWfI Force Mafn Sew Llne (�zed as �own� anhde � Sized per Note) Sewer Pump Stution � STATE OF (�ORTH CARO�I�IA DI VI SI ON 0� H I GH WAYS J TI LI TI ES PLAN SH EET SYM BO�S PROPOSED MISCELLANOUS UTILITIES SYMBOLS Power Pole b Thruat Blodc Telephone Pole ��O Air Release Voive Jotnt Uae Pole �b UtOity Vault Telephone Pedestal � �'� . CO�tXete PI� �tOky LMs by Qthera Steel Pler T}pe as Shown) Tronchleas Inatallatbn . Plon Nota Encos�nent by Open Cut Pay item Note Enccaement Power Pole T��hone Po1e Johit Uae Pole UUltty Pole UtUity Pole with 8ase H—Frane Pale Power Tr�amisaton Line Tower Water Monhole Power Manhde Tolephone Manhole Sanitary Sewer Manhde Hand Hole for Cable Power Transformer Telepha�e Pedeartal CAN Pedestd cas va�re GOS �BtQr Located Miscellaneous UtOtty ObJect Abandoned Accwding to UUlity Recorda End of Informatia� i + � • 0 �--� 1 � � m 0 � e 0 � 0 � 0 AATUR E.0.1. EXISTING UTILITIES SYMBOLS �U�darground Power Line �U�de►ground Telephone Cable 'Underground Telephone Conduit �Und�ground Flber Optica Telephone Cabla sUnderground N Cable �Underground Fiber Optics TV Cable iUnderground Gas Plpellne Aboveground Goa Pipeline '�Underground Wotor Line Aboveground Water Line `Underground f�ravity Sankory Sewer Line Abov�eground Gradty Sankary Sewer Line 'Underground SS Forced Main L�e Und�ground Unknown Uttlity Ltne SUE Teat Nole wuter Meter wat� va� Flre Hydrant Sankary Sewar qeanout For Exiattng Ut8ltiea t9ity Lfne Dra from Record Type as Shown� Qealgnated Utqity Ltne (Type as Shownj �..tN CAR'� � ��_ ��y9 �_ `nh'GINE�:P�' �` .�ANI �1. MP��. � ��,,s., S � � � � � ��N07E PAY ITEAI -P __p --�—*— .o - �a _N --_ ----1V f0 _—� __� _— .i� �w --w—w— e�o vw�., --ss ��o soo�«., s�.« � —vn m 0 � 4 0 % ID q60M FINAL DESIGN p� &„�m, � NOT RELEASED �� FOR CONSTRUCTION �'� �.�� ������ GENERAL NOTES: 1. THE PROPOSED UTILITY CONSTRUCTION SHALL MEET THE APPLICABLE REQUIREMENTS OF THE NC DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES° DATED JANUARY 2012. 2. THE EXISTING UTILITIES BEL�NG TO THE TOWN OF MOORESVILLE. 3. ALL MATERIALS, EQUIPMENT, LABOR, AND ' WORKMANSHIP ASSOCIATED WITH THE WATER LINES AND SEWER LINES SHALL BE IN ACCORDANCE WITH AND SUBJECT TO THE TOWN OF MOORESVILLE'S LAND DEVELOPMENT DESIGN STANDARDS, THE NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES, DIVISION OF WATER RESOURCES, PUBLIC WATER SUPPLY SECTION AND WATER QUALITY SECTION, THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" AND THE NORTH CAROLINA ADMINISTRATIVE CODE FOR WASTE WATER COLLECTION AND WATER DISTRIBUTION SYSTEMS. IN THE EVENT OF CONFLICT BETWEEN THESE SPECIFICATIONS, THE MORE RESTRICTIVE REQUIREMENTS SHALL APPLY. 4. THE UTILITY OWNER OWNS THE EXISTING UTIIITY FACILITIES AND WILL OWN THE NEW UTILITY FACILITIES AFTER ACCEPTANCE BY THE DEPARTMENT. THE DEPARTMENT OWNS THE CONSTRUCTION CONTRACT AND HAS ADMINISTRATIVE AUTHORIIY. COMMUNICATIONS AND DECISIONS BETWEEN THE CONTRACTOR AND UTILITY OWNER ARE NOT BINDING UPON THE DEPARTMENT OR THIS CONTRACT UNLESS AUTHORIZED BY THE ENGINEER. A�REEMENTS BETWEEN THE UTILITY OWNER AND CONTRACTOR FOR THE WORK THAT IS NOT PART OF THIS CONTRACT OR IS SECONDARY TO THIS CONTRACT ARE ALLOWED, BUT ARE NOT BINDING UPON THE DEPARTMENT. � 5. PROVIDE ACCESS FOR THE DEPARTMENT PERSONNEL AND THE OWNER'S REPRESENTATIVES TO ALL PHASES OF CONSTRUCTION. NOTIFY DEPARTMENT � PERSONNEL AND THE UTILITY OWNER TWO WEEKS » PRIOR TO COMMENCEMENT OF ANY WORK AND ONE � WEEK PRIOR TO SERVICE INTERRUPTION. KEEP UTILIN OWNERS' REPRESENTATNES iNFORMED OF WORK PROGRESS AND PROVIDE OPPROTUNITY FOR INSPECTION OF CONSTRUCTION AND TESTWG. UTILITY CONSTRUCTION 6. THE PLANS DEPICT THE BEST AVAILABLE INFORMATION FOR THE LOCATION, SIZE, AND TYPE OF MATERIAL FOR ALL EXISTING UTILITIES. MAKE INVESTIGATIONS FOR DETERMINING THE EXACT LOCATION, SIZE, AND TYPE MATERIAL OF THE EXISTING FACILIT�ES AS NECESSARY FOR THE CONSTRUCTION OF THE PROPOSED UTILITIES AND FOR AVOIDING DAMAGE TO EXISTING FACILITIES. REPAIR ANY DAMAGE INCURRED TO EXISTING FACILITIES TO THE ORIGINAL OR BETTER CONDITION AT NO ADDITONAL COST TO THE DEPARTMENT. 7. THE PROPOSED WATER AND SEWER LINES WILL NOTCONNECTTO.EXISTING LINES. THEY WILL BE TESTED IN ACCORDANCE WITH SECTION 1510.3(SP) FOR WATER LINES AND SECTION 1520-3(SP) FOR SEWER FORCE MAIN. 8. ALL UTILITY MATERIAIS SHALL BE APPROVED PRIOR TO DELIVERY TO THE PROJECT. SEE 1500-7, " SUBMITTALS AND RECORDS" IN SECTION 1500 OF THE STANDARD SPECIFICATIONS. � nv�l.A770N TO CONST1tUCT —` 3BWII2 SYST3M EF(TBNSlON � c°'�� � ae r� "r°�� n`�°'°. r° s� m�nee nms t,c�„ed °� M0O"'•tuoti �� i ��+�.s.o � �nw � b C umrt b wiN Por N� em�:� Namea:5ic. t»v � '�'.I- Mwanc ^��- �.L9..,. _ Y_ o PROJECT SPECIFIC NOTES: 1. PROPOSED WATER LINE FROM -L- LINE STAT70N 20+78.80 TO -L- LINE STATION 23+35.13 SHALL BE D.I.R.J. (DUCTILE IRON RESTRAINED JOINT) PIPE AND IS INCLUDED IN THE STRUCTURAL UTILITY PLANS 2. PROPOSEO FORCE MAIN FROM -1.- LINE STATION 20+76.80 TO -L- LINE STATION 23+35.13 SHALL BE D.I.R.J. (DUCTILE IRON RESTR,4INED JOINT) PIPE AND IS INCLUDED IN THE STRUCTURAL UT7LITY PLANS 3. CONTRACTOR'S ATTENTION IS DIRECTED TO SECTIONS 102, 107, AND 1550 OF TFiE STANbARD SPECIFICATIONS CONCERNING TRENCHLESS INSTALLATION. IT IS CONTRACTOR'S RESPONSI8ILITY TO HAVE BORE DESIGNED AND SEALED BY A LICENSED NORTH CAROLINA PROFESSIONAL ENGINEER. 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B'OATEVA�VEWIHUNOflANOEAND ' ' 7ENPoRARYTBLOWOFFA88EA/BLY, � ' � BEWlPRJDIFORCEIMPI � ' A.STA18�B0./8,]Y.90'LT ED78ltFC O � � � - , �BTAOWO(PORCEMIUN) O M toucn� won> caweuus vnuar. uc oe ian ro em vnoaoseoeo� oe xo�vo xso — . � eE BEOIN 0' RJDI F00.CE MnBJ O vrsovoSEO e• cnre vuve wieur� (R08TRAWTJOINf�I) '�-'sTA��Z���g��T OUKE ENFRCY FLMlOEANOiEMPOPARYT0L0YVOFF ' =STAN17.7!(Fq3CEAWN) D831BP021B ��SEDBRIDOE ' � ENO C RJ�I FORGE MAIN APVROACH NJ�6. TYP X ASSEMBLV. END B' RJDI FORCE WVN ' L 8TA 17��A7.19.75' lT OB ]8 Po 13 . � O �J`' .9TAOMUA(FOftCEMi1HJl . . C�EUUSCAEFx/ . ^STA13�]O.�ORCEAWNj PROP09ED BO L SEE 6iRUGNW1lIfiLITY ��N,�� PftOP08EDi�) (RE9TM T i � ExOFMnH BEWERPOflFORCEMMNT. , ' . p' �p7% `.� (1) + PROPOSED3-0' EN01-STAP3��19.1T RESTRAIMJOIMDp . ' , � . ' T'BL0IV�OFf � RJDI65'BEN08 BTAB+B8.2�ffORCEM4IN) . ( - . . ' � / � 6EE 6TRUCNRAL Ui1LT' '— O 1? GATE VAI.VE WlBLIND FIAMGE AND PLAHe FoR w1iCE 1MIN ��P�E� =g BEGIN B' RJDI FORCE MNN Rlq IS• BENCS {_ STA2B�BD.79, 77.61T . . . . TQAPORARY2'BLOYYO:FASSEMBLY BEWERWP2ARACHNENT. � . . . . �,q7Al2.00.i0(FORCEM4IN) � � . . . . • . .Y1.BT�11�00.0,11.B71T' BEGW-L�STA2M7E.l0.LT .•.•'.. `° ,, . • � • . .. . " . � � •BTP1+W(V✓ATERMWN) .9TA4�tl9.GGIFORCEI.WN) . , . . ,. - � PROPOSEDBOIF O / . . ' � � E• FORCE N BEWER O O% � � oroseo iuo� � SEE STRUCTURHL UTIIITY �aesrwvrrt,rourt op p,P� - ' p a� N � (�RE6TMIM.IOINf DI) � PLANS FOR 8' RJDI FORCE o� " . � � .� �' I I MAIN SEVYER PIPE AND �srni��u.Fa�i, is.a�r i � vn seo ' ixk�zx�r� SUSPENSIONSYSTEM - sr��•u.n�FaycEwwN� � . � raorosEOtf) awTevuve rt toucn�mon) ' ovoseol+f . � . .' e'W VALVE -67A1N71.81.25.7BLT ' ' p�Gq� , PFOPa'i�(11 ti4fA1aii88(WATERMAIN7 _ � � . B� �ef�o.001�7ERAUW.Yt-) 22+W MO % 26+0 27'pp (1 e t - ni . � . ,�,OO. s ,.w .n � p 5 Sl . . ' 0 C Y iFEI BPo / 5 1 „� •n . . � � wn .ti rosr � — iw r za p � . . ' � � 1 .* o« 1 ,� � -A L _ �' _ , x ROPOSEAM�LF O�i � � � - �rw��teuN �. . . , O : � (RESTPNMAItRDry i� 4O � � RoPOSED(11 OPOSEDIt � .. .. p.' ' K e rnr m StF n Nc . - � �,�e� � .' , • � oaaseo�i> es` onosmlil � � NA �O�I�BAP6 1�§ LLC 0 os . - .. ,?'�.� o0�ti� �o.�n e' rcnh vr�ovosma�z a � ae so rc �az ,�g ��'�5 �j IDT 51 1A ' � ; � �n�' �--_J a a SEESTPoICNRAllff0.RYPlAN9 � -� �.: � t1'X7�XB'TEE.SLFB'pJDIWATER � F�WENO{.ST�23�]5.9�Rr � O� PROPOSFDb12 y , ,. MNN.rW�SGATEVALVEFOR � SEESTRUCNRALUTILITYPLMIS � aSTA]Wt.t](WAIERYNN) �k RIp15'8Et3/S � � FlRI1RE FlRE HYORANT. FIX2 WATEN VIPE AITACIN�HT, R . ' , ' {. gTA 7E�98.83.24.V RT BEOM L.8T4ZM1880. RT ' . ' .. . 9TAMW.01(WATERMNN/) STAaM2]B�WATEfiAWM ��� � . � OPO8E011 x % 11A11TS Oi BTRUCiURE LUMP 6UM ,z•o�re��� � � ` SEES7RUCTUR4LUTILITY P TE1d8 . . . PROPOSED (7 /� � PLANS FOR 12' RJDI \ ' ''' ' . ' re�.ow-0 F WATER LINE PIPE AND x SUSPENSION SYSTEM • �r onre wavE wiei.iNO wwae um — ' . ' TEMPORARYY&.OWOFFAS9EMBLY. � ���1 BE6W 12 RJ�I W�TER MNN ' � Kr.`F 1.STA1N3212.1<.CRT '\Y a9TA0MOCNATERM4IN) CORxEWSCAEfK/ ' . r�� \'7� } ' tu�E xOnua� O P 9'�� W WKE fNEROY C�(i��s 1�'1 _ . . - , � � " �e� u �� Po �ys 9} ��5 ONP° N \ � W I i1 5 PRESTON CORNELIUS . ' . . OB 106i V6 14YY PROP08E011) PB 02 Pfi 27 . . 1raA1EVALVE aonosmsxois " novos�olfl +r u ' ra�owatr (RE6if7NMJdMDp ' .. PROPOSED 12 MTE VpWE Wl�lt� � � (�) FIAN(3EANDTEMPORARY2�OWOFF 17x!• TEE /��Y. B!D 17 PJDI WA7FA YA01 � PROPOSED (11 L STA 28A8.08,1&tl RT . e, :9TA1h41.0�N/ATERMAIN) _ PROPOSED 17k1Z'�' lEE PND 6 LF . . FINAL DESIGN � �,�ON NOT RELEASED �� FOR CONSTRUCTION 01�"" �.�� ,����. � � UTILITY CONSTRUCTION LP1t180FBTAUCTURALLUMPSUM IJMRSOFROPDWAY , . . . _ ' _ . � . . � ... - . _ . . . , . " . . . PROPOSE�ii) . ._. . .. 788 z '� a R . . � . � . . . 788 � ' i � � ' � % � ' ' PROPOSED 80 LF 8' ' � PROP09ED(�) ; � ' � ' . . � . . OPADE ONG PROPOSED ' . ......:.... .. . ......... ...... ..:. .... i... .... . . ..:.. ...: . .. . . . . . . . . . . . . . .. . . . .. 784 8`GnTEVIU. . . . . . . . � i... . .i.. ..;... . . f-0RCEAWN. . . .... .... ... ;(R6?HAIMdOB.,W,�j,.a�.i.. . . . . By � ' tl ' CENTBEERLWEOFALONO ...:... ...:... . m .....: . ... i � : . a � : ovosm � . . . . . � ewcKart n�nourr� . oaoseo asa � e• � eecw a n�oi : � �� : o -o� : : � : ' : . � � �/ . ... ROAD. �. � .. ...;... . :... . . . . . . . . . CONCRETEENOBINf�7YPEA ; � : : : ; : . . � . EMN R : . . . i .�.... g . .� . . . . . . . . . . . . . . : END.SEEDETA0..9Hf3U-0 (W1GTtbIRON) � .. ....... . . :... . .i. . .. : . ....... . ...:... ...:... ,... ........... :. .�� . .., ... s..... .;.. . ..:.... . . . . . .... ....�.... ..�... . . . . . . . . .. . . . . . . . � � .. 780 . . .� : . . . : . . . : . ....:.... . .... . SEE9TRUCTURALUTiLITY.....,. . . . . . . .•� . . 780 j. . • � . . . . . . . PLAN9FOR8'RIDIFORCE . . . . ...-�"��i� : : : \: : : APPROXIMATEPROPOSED : . ENCASEbtENTTO ...�.. ..•. . . ...�......, : : : \ . : OPADEAL NG PROP09ED FJ(TEIS15 Lf BEYOND �Jg ' PROPO6E0 90 LF e' � I~ . O MRW SEWER PIPE AND : : . .. .....�\ � . . .... .. ..........FORCE NNN . . , j/� ✓ . . . . . . . . . . . : ... EOGEOFAPPROACH ' . ; PEN.9IXI SY6TEY, : .... ' ' SEE BXTSU-/ 778 ....... . ...Paovosmso�... .. . .............. sue.mEn[tr0....;.... ;.... . . . ..... . ..(pycT���p....;.. . . . - . . . . . 778 � ._.. ... .._. ; . e' FORCE MMN SEWER : : . : � : : : : ; ' ; PROP03ED 6 . . ..P6 .p�V � �� .� .:. _ - . . . RE9TRpINT DI : ED 25H lF B' . . . . PItOPO8ED 80 LF C . . : . ; - �f � / � � : .. : : �_ JQ{NT i . ORGE AWN BElNEN : : � fiCE AWN SEWER � � : : RJDI E%PANSION , � ' _ _ - . . § 2 . ;.. �.. . :.. : . . . . . . _ y� . } COUPUNG. TYP : . ,.. � �� . . .:.. ....: . . .. . i : : . : . �. --.-... VFT0..R1 Hl ..:......:. ....:... ..:..IA. 4��. N)...:......:......:........... ......................:..............:.. �..... ' . . . . . 772 .. .. .x..;. ... �,,,.._...;..... . � . . . . . . . . . . � M _ . . . . . . . ... . . . . . ; .._ ......:...... .. ar � � : � . �--L: _ . . . . . . . . : � . . .. ...:... ..:. . . .:.. . ..:... ... �. . . . . . . . . . . . : : :.. ...:... ...:..... � , ... �..... . . _ . . . . . . . . : � ; . ; . ... . . . �_ _ f : i i i = ' . : � i � � $ ' ' yi �. � � i E ! 4s i S\ - - - . a.g . : . � ir� � . . �o�ni i � . E i E i f ......: . ..:... ...: ............. :.. ..... .� ..:.......:........ ......:..... a. �ea ..:..... ., a, g ... .. .. . .... : . . : ......f...... . . : : : � -.� ; : : eECwe•rua : �fo : : : : .�.... . . . 7es .�... ..;. . :.. ..i.... � . �..:...'.. . . . . . . . .� . . . . . . . . . . . . . . : 2 : : . ' : : . : : . . . . . : . : . �NO PROPO6FAE : : b � � . � : : : � : . . : : : : • ' . . : : : . . : . � O FORCE MAIN . ' . . . . . / ./ i. 'i� . . � . . . " ENDCRJDI �,� / � ' 7gq......:............. . . . . . . � ......... .. ...... . . . . . ... .... .. . . . . . . � i : i i i : i \. : � �� � . . �� . . . . . . � � ' ENDB^RJDI . . . • � : • �� � :.. . .... .. : : ; . . ; . PROP0.5FD 12 RIDI ; ; / . � � . \ : � : - . ... ... ' � : ... :... . . . . • WATERMAIN : : / � 8'RJ0193 . . \ � � � � � : : ' : : : . . BEND . . : : : ' : : � ' . ' . :.. ...: ... . .. . � 8•RIDI0.5' .. � ...� ... . :. . ...:. ...I. . .. i. ...;....�.... . ..�... ..i.. ...:... .. . .:.... . :...... ...... . �. .....1.. ....�... (HOWZi . . � � 2•REGVIVER�¢) : i .. ...[ . . .:.......: .. ...: ... ..:. . .. �.. . . \:... � .. �.....a�. . . . . ... . ... ... . . . . . . . . . . .� .. .. :. . .. ... .... . .�. . . . . .. .. ...�. ....� .. . . . . . 760 _ . . . .�.. , _ ..,... . . . . , . . � . . . . . . . . . � i. : . . '-:-_�__ . . . . . ..i���.�.�. . . 760 PI30POSFDB'GA7E : : : : � / . . PROP09ED . : - , ' : . . . . :� . . . . ___ - , ' : WLL4EWREMVY . : : :`\� . : : ����'P. : : : : '--- - - OF20`a0.3/2' � . . ' � _ : : � . v.. � V /: ; BIOWOFFA59EMBLY. : : ' : : : • : : : : : . . ' STEELENCASEMENT . . . . . . 756 .....:. . . BEOIN � RI01 .. ..:..... .:.. ..... ......:.......:.... ..:. . ...�.......;... . 8'RIOi0.5' BENO .;.. .. .:..... �PROPOSED2B LF ... . . ...... .. . , . . . . , . . . . , . . . . . . . . . . . : ' ' : : : : : � : � � 7REA9(VERT) �:OF2d'/D.317 ..........:.. .. . . . 758 : : . .;... ' ...:... ...:... K48' NJdP ....... . :... . : : ' : . : ' : . . Maf� _ _ ' , . . � . . . . . . . : � ' : � � . . . . : : ' :SiEELENCA�E . : . . . � : W�q,�p� SCALE HOR 1' 5U; VER71° 5'. 7b2 . . . . . � . . � � . . . � � z � � s � t q � �. s � � � � a � � � a � ,sz � � � � s � � � s � � � � � � � � � � � � a � � � � E � � � � � 0+00 7M0 2+00 3+00 � 4+00 SWO 6+00 7i00 8+00 9+W tOMO 11*00 12+00 SANITARY SEWER FORCE MAIN PROFILE FINAL DESIGN NOT RELEASED FOR CONSTRUCTION %DICI�1 �.��� �� ��.�� ��, �,.�« �.�,�.�, ���� 0 UMiSOf6TRUCNRLL�UMPSUM LIWiSOFROMWAY AY PqY1TEM9 UTILITY CONSTRUCTION . . . ' . � � a –i— R 788 ' . : P20P�ED12(iATE ' : rn : � � � PROPOSm(1) � .. ' VALVENVfEMP2 . � : � ; PitOPOSEDGRADEKONO . � . ' fYCM V : . ' . , ' � . ..''� . . . . � BLOW-0FF/.8SEL18lY � . -} 1 ' � . � ' . : ' � '' '. :'� .. ^. ....�. .. ..�..... .. . . : 8EGW1TRJq : � � . . t�' ' CENiQ31NEOFROAD ( , ) .. .............. ....... .. ...�... .. �... .. �... ...' ......�.......�.......�.... . . . . . . . 7 BLOWOFF . . 786 . . , . . . . . . . . . ..:... ...�... .. . . . . . . . . . . . . . . � � . . . . . .. � � . '. . . : : PfY0P09ED1?xB'TEE6 : . : : : : ' . . PROiQSmGfL1DEP10NG.••. ...:PROPOSED(t)... • . . . :... ..i... :. � .:. .. ..i.. . 78l � , . , . B'OATEVAWEWJBIpID RICHiE�GEOFBPoWE . . ' 12'x8'TEE � aR�� , ' . F.RNOE (�E HYD : : : : . � PROPOSED (1) 1B' RCP � � ' LOCATION � . I e'6R VMVE . SEE STRUCNRAL Uf11tt �, . . . :.'�::..' " :' ' . . .. . � . . - : : : . . � ,. , .. ...... .......�.... . ...... ....... .. ...... .. .. .... .........:.... . . . . . . . . . . . . � � . I r . . ..j... ...i... ...i.......f... ...i... . . . . . . . . . ...i... ...j... . eo, .. . , :... ...:... ... . .. . . .... . ,.. . . . .. . vrsovoseon . . . � . . . . . . ��.�. . .� . : : � . : : : : ' ' E ' i � � ;.... ;... PLANSFOR6'RJDIfORCE.....1.... .. RPPROXIMATEPROPOSEO... �......:.. 780 , ' . . .:,,,.-.: . . -, . . . . . i4'xt7k17TEE . . 5 GRAOEALONGPRO �ED ,.� APPROXIMATE PROPOSED BLOGKOUT TMROUGM MNN SEWHt %PE AND � . - . � ; �.-';� . : : : : . . : . . , . , . . . . .. . . . . . . . ; ; . LONCItEfE B!� BENf. TYP Fi� : U9PENSION SYSTEM. WATER . ..,.... ...j . . � . .. . .. . ' . . . . . . OMUE RLONO PROPOSED � .. � . . . . . , . . . • END. SEE DETA0.9. SHf SLLJ ; 9EE SIR SLL1 � ' ; PRONSE lF " PROP�9E0 . • ... . .. • . . . . . . . . . FORCE MNN � ' lRE �SfHMfr D �07) . . , ... , ,.,�, . . .� ... ...:... ...:.. . .. ...:. .� .. . : . ................ .. ................ .. . ................. . . . . . . . : ' . . . . . . . . . ,, 776 . . . . . . . . . ... . . . . , . . . . . . . . . � . .. . . . . .•,:... . . . . : .. . . �.. .. ,, . . . . � : ' i i i : : , � ;... . . . . . ...;.. ENCAeEMEtir .:... ...:.... . .. ...;.... . . . . : : : . : : : : TO : � , .... . . • � . .. � � . . . . . PROP N] : � EXTENUSLFBEYOND : _ . . . .. . , . – . . _ � .. � ' ^ .' ,: . . : : . .� ' �WPE�ANSION – . . .. .. � . . . : : : 17W • ; � EOGEOFAPPftOr1CF1 . . - .... . . , ..� . .. .:`.'..' - . � .;. : : : . : : ' ' _ ' : : : � SLAB.IYPEAEND : : � : . .. ... .... . ... ..... . .... .. .. ;...... ... .. :... .... .. ....... .... ... .... ....1 .. . ........... . . .... .......... ... ... ..... me.$rneawr.itiiir.rn). ................ ........... .... . nz .. .. .. ....... ............................. ......'. .. - . � - .. . . . . . . . : , :, :x � ` . ......... . . ...q.i �.. . . . , . . . . �z � . . . � ..' . , . . . ., . . . . . � � � : � M . . . . �'� : : : . : : . . . . : : : � : : : � _ ' . � .... ....15 •�P _ � ' ....... . ....... ... ... ...�.. . � � . . . . . _ . . . . : : . – . ' ' . ' ' 17RIDI45'� �'PROPOBE0170A7E... , . ..... ...: .. ...:... :�--+� � ' . _'i __ _ eeiwM�l va.vew��mx• _ . . • . . : ' ' .. ' . . . ; � , . � . .��/�// BLAWOFFEPIDiYRNi � ' � � � , ' . ` .' � . = ......:...... . .. ...:.......:...... ... � �� � � – . . . . .... . .. .... . . . . . .... � � _ �: . . . . . 788 . . . .. . � . .:. . ..� . .. � rRO'P�O� .. . . . . . :, . . . . z . –� � �� � ' ' �. . ,'. . .. .�.� t:,� ' � i [ f i _--�– �– . . � � . ._:.......i... .�... .�. .. � . . � � : : : . � – � � �--PROPOSED 15' RCP ' . . . . .. '. ' ; : : . � � : : . : : : . i ' . . ...:... . ..... . .: _ ' � . � . - "' .. '. . , . � . . . : \\ : � �/^ . ^ \ : ......:... ...:... ...:... :. ....:.......:.......:.. ' ' .. .: ......' ....:... . : \` _ � . .....:.. : .. .. :.. . :..... .:.. ..:... .. : . . .. . ......:.......:.. . . ( � ..... .......... AiOPOSED 18' RCP ....:. .....:. . ...:.......�.. ....� ......�.... .. � . . . :.. � . - . .. : ......�., . 784 � ....... ..:. ... .: ., . . .. ..;. , . . . . Yffi'TEE � 6TORMORAIN : : . . . . . � . . . . 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ANN� FI0181(38 REQ'O) a, ,w. •..,,r.,�,,,r,3h Q PHONE 8 J�07�-w66B0 U7R1TY CDNSiRUCi W FA��-4181 PUNS ONLY _ - ? STRUCTURAL = U1ILITY CONSTRUCTIC U— � m PIPE SUPPORT LOCATION DETAIL - _1 NOTTO BULE W Z ]/8'ORY/•SG2EW STAY-INFL4CE ,J corxae�n+s�ai Fortw . . _ U N � . SPAGPIGFORCONCREfEWSERTe � . r� e�ocicouTnsmuoH r�trirewvmot�ocnnoNOEru� . � � . I I gENT DIPPNRA[',AI. SEE - SUPEF6lRUC711FE TVP NDTE6. ' SECSEES9ERIESSHTB WSFJiT61AU5TBElOCpTE0PIl11EMIGNPqpTOFTl� ' ' STAYJNAVLEFORMS , 2. EXACTBVACINOWrVMYWOROERMAV0IDLOCATNO - - W9ER130NBLOPINOORLOVIBIIIffACEOFFOPIA � IJMIT50F5TRUCTURAlWMPSUM WARSOFROAOW�V . " F� ��KK's�• � PROPOBED 2B LF 2Y 00I BOiTOM OP GIRDER I S-0' � T.10' � 21' ENGSEMFNT FPE Wl17 RIO� W���'���T WATEItUf�OR7ALF20'0D1 ureaai. ennr.e r� ' edc�sFta�r+r �ae wrr wa ASSFldBLY.TYP BLOCKOUfTHROUdIBENi I �ES6 CiW FpryCEyq�NBEYVEA(SEENOTE) OIAPHMGM. 6EE WPE ROl1 NRNGER '6U88TRUCTURE END BEM' ANVILFK7181(7BRE00) MIDSECTMRWGNBApCWALL. 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