Loading...
HomeMy WebLinkAboutHaggery Lane and Farmhouse Lane Street & Utility Imporvements st. ' s! z y � Davie St. ///�A�\��\\° 0 H , GGERTY LANE AND FARMHOUSE LANE O Q L e St.I C� co =INI00M ❑c�o��17 11 E STREET AND UTILITY IMPROVEMENTS 4 k m < Babcxk St.8 St ©❑ ❑❑Olive St. ve m Curtiss St. Cu Les PRO ECT LOCATED IN a e c a d 4� m m Bogert Pl. McAdow /S/ 10 U.S. Jl:/`iJ'/Ld � �NIl/N JL �N _ L� Story St. � Og9�r� v � a ) S]E-IEET INID]EX tiJANUAR 1 10, 2007 SHEET NO. DESCRIPTION m° Ellls St. Hy �` C2.0 HAGGERTY LANE IMPROVEMENTS �0^ ° 90 C2.1 HAGGERTY LANE DETAILS <� U) v a D T. C2.2 FARMHOUSE LANE IMPROVEMENTS ce Pond Rd m p u James St. ���% ��E��}• C2.3 GENERAL DETAILS H Glev a °� OmADISON ENC�IN]�ERINCC� a� C2.4 GENERAL DETAILS PROJECT C2.5 HAGGERTY LANE CROSS SECTIONS O C`\pj �.oCA�•�®N o Haggerty L, '924 STONERIDGE DR. STE• I C2:6 FARMHOUSE LANE CROSS SECTIONS (i r a, ROZEMAN MT 59718 C2.7 DETENTION BASIN AND IMPROVEMENTS Q ,t ',I e71� ➢ lYJI 9/ E C3.0 HAGGERTY SEWER IMPROVEMENTS � (406) S'6'6-4450 (406) 586-7357 FAX C4.0 HAGGERTY WATER IMPROVEMENTS ) �_ VICINITY MAC C4.1 FARMHOUSE WATER IMPROVEMENTS H � NTS C5.0 SEWER AND WATER DETAILS ai W � C6.0 SIGNING AND STRIPING PLAN N LEGEND ----4770-- INDEX CONTOUR -- - -- CONTOUR MINOR (1' INTERVALS) PROPERTY LINE --•--•--•- ROAD RIGHT-OF-WAY ELLIS STREET � m m — — — — ADJOINING PROPERTY t_ BENCHMARK INFORMATION — — — — EASEMENT LINE '—'-- FENCE LANDOWNER: \ \\V C\ Re FOP NUT ON THE FIRE HYDRANT LOCATED BY THE SOUTH FARMHOUSE PARTNERS COMSTOCK II LOT/A-2 �` [/��/� EAST DRIVEWAY OF LOT 4A-1. ELEVATION = 4810.14 - --- WATER MAIN C/0 ALLIANCE PROPERTY MANAGEMENT A//NOR SEWER MAIN BOZEMAN,MT 59718-3948 I SUBB/Y/S/ON 'J Il-\ 1 -- Ab rRAcr/ f \ ` 41 \N/NOR SUBO/Y/S/OAT - - --- OVERHEAD POWER 2ON/Nc \\ �, v, — •-- — OVERHEAD TELEPHONE LANDOWNER: '4-49 1 ;�/\\ \ /�/ Ab 975 N aZ FARMHOUSE PARTNERS COMSTOCK II 1 1• \ \\\ ��\� \ `�\- DZ ROAD CENTERLINE C 0 ALLIANCE PROPERTY MANAGEMENT / BOZEMAN,MT 59718-3948 LANDOWNER: N TOP BACK OF CURB \ MONIANk PARTNERS I LIMREO m e EDGE OF PAVEMENT \ r- �OT JACKSON.WY 03001-2871 U U ------- - EDGE OF GRAVEL CONCRETE PAD/SIDEWALK M�/sz l•l� // f \\ y�l•1 1 1�> > Z 0 p EDGE OF BUILDING U FOUND MONUMENT AS NOTED Q 0 BENCHMARK / _ 49 - --__ _ L ® MONUMENT BOX \ Z N IANDOWNER: / \ CsJ SEWER MANHOLE BOZEMAN DEACONESS NOFPR1WATE -_ -- J wa 915 HIGHLAND BLVO. l t @ CURB R STOPS BOZEMAN, MT 59715-6902 FIRE HYDRANT FT r l/ i--"•"'"--\ \\����/�I 11 I f I I ! 1 I / ! \, -� \ LANDOWNER O WATER WELL / ! / Y _____ \\•. 1 I I I I! 1 / ! \\ >� HIGH COUNTRY PERSONAL CARE / Ia, POWER POLE A//NOR S O/Y/S/O l l l/ �' \ \ I I (\ 1 1 1 \\ \ 8659 HAGGERTY LANE Na. 16PC .t/� / / l � \�� \\\\\\\\\ I \ ( I l � T \}\ \ZEMAN, MT 59715-925E / GUY ANCHOR "� N ELECTRIC PEDESTAL �i� --_ ` _ I\\1\\\\ f I �\ \ \ AS � STORMDRAIN MANHOLE �;�; --- \� -- �__\\\ \ I I I \\ `\\ R-s coUNTr / �c \ TRACT/N TN6 � -_ -- I f \ \ ( \�\ \ N6'/N6'/SAC. 17 \7'/ CURB INLET ��� _ \\ 1 -�� ZON/AZ'. /s.�_�_i -_-_ __-- _ \ \ \ ( E \ �\ \�\ // LANDOWNER: L• / f0 GRATE INLET R-s �/' it J _ `-��-_- - _/__ _ 1 I \ l II I 1 / \\ \\\ �\��- \ K.E, LTHOMAS R. & E m SQUARE INLET �---F^T =� �` -_`---� \ 1 ! �\ ` \\ / ^ ; �'�_ \ \ ( I ( \ \ C\ "@ 8731 AN MT LANE ® TV PEDESTAL / / �--- _ - \ \ \ 1 I O \� \ZEAIAN,MT 59715-9244 \ c 0. GAS METER � �i��/�_ �� � `�_ _-_-_ \\\\\\\ t \ \ � R-s�COUNTY / € ELJ TELEPHONE PEDESTAL W�,.�°\\\\ \ \\\\�\ / /� \��-mow \ / P_4STAa=A \ .YAABOMS SUB HEDGE //� /���� _ _ — /� i \-- \\� \ LANDOWNER: LEGAL DESCRIPTION G == - DIERUF,GEORGE A.&VIRGINIA S./ TRACT 4A OF MINOR SUBDIVISION N0. 162C �+ BUSH fl \ -LOT�kc= \_ \ \ \/\ P.O. Box fioaa yy''••wx�.-- \ \ \ / / \\ 1 BOZEMAN, Mi 59771-6044 TREE CONIFER LANDOWNER: a� TREE DECIDUOUS 915BOZEMAN DEACONESS HOSPITAL BOZ HIGHLAND BLVD. N/1?7R SUBB/Y/S/O,N BOZEMAN, MT 59715-6902 No. 16ZC R-S -S \ N OVERALL SPITE ASAP N.T.S. No 10935 PE 7 COVER SHEET i N 0 0 I 4 m O o� ^ STA. 9+72.50 EXIST. PRIVATE DRIVEWAY XIST _ PROP. 8" PVC SANITARY SEWER MAIN SECTION LINE REMOVE A RC T o _ LIMITS OF CONSTRUCTION / REMOVE AND DISPOSE T EXISTING } R/W � EXIST, 24" RCP I FETS. INSTALL tOt FEET OF NEW DUDLEY m MATCH EXISTING PAVEMENT ST. 16+20.60 HAGGERTY E = 2 R W z a BEGIN 3:1 ROADWAY TAPER RT - STA, 10+00.00 FARMHOUSE LANE cz.1 INV.= (4830.12) 24" RCP. / DRIVE1 _ Q 5 BEGIN SAWCUT 12' RT (TYP) _Ll -- STA. 10+07.50 1 REMOVE & DISPOSE OF EXIST. 24" RELOCATE EXIST. MAILBOX 3 STA.20+52.31 36.75 RT RELOCATE EXIST. MAILBOXES o li c2.a 48" STORM DRAIN MH 1 PER COB STD. DWG. NO. 02529-10 CMP CULVERT L= 48.5' AND PER COB STD. DWG. N0. 02529-1U � CURB INLET 1 cz.a ( ) PROTECT EXIST. GASLINE TBOC ELEV.=4799.00 BACKFILL WITH COMPACTED PROP. SAWCUT LINE M RIM- 4835.70 (TYP) 12" PVC INV. OUT= 4793.00 ��� STRUCTURAL FILL. / N L=157.50' �Nt 24" INV. IN(E) 4831.25 PROP. SAWCUT LINE 140, - w r EXIST. EDGE OF - T 1f1 -�---,-.-,__-_ __ EXIST. EDGE OF Q^, R=1910.0' 0 24" INV. OUT(N) 4831__00_ _ _ =__-- _- PAVEMENT �_- � � � � 24+00 z 10+00/ / / ;1'1+00/"- --�- z+o9/- --T- - PAVEMENT CL HAGGERTY p-4'23'29" m - 7� -- ------_-_ - _-- _--- -22+00 - � - 23+00 _ -I `_ _ / / / I t 3+00 ----7 1T+00�-- -- - _`-. a / - 1--- -- +Op 1�- �f+00 i- -+--� Z rl -3------ ---� \ _ 1 -C - -- -- - - - --- -- --- - --- __- * N51.2o'z2 / / 15`Opp. - - ._- 5-=- -�-� - _=�Y_ - _\-___ - \ /T- 7 GS �y i�1Bi_� 9 �T N56'i251� _ _ I _ _ � _- � �' - -�� gym _ - _a____�_________�,._ _ y___� _ \ -+ I / - _ -- - -- __ o r- _ _ / --1=�---- - _ ----_ i--- - - - CONTINUE WALE TO �0 L --- -- - - -- - - �` - _ - �� � � � i�\ �� � \-� ---�_=�� ----\-�"- � ---- _ --- - `�� -_ - -- w'- = LIMITS w � _ ne - -- ��- - - - f \\� \ 1 c - `-`--- - _ _ _ r - THE N - = - -g�' - -w - - - 6; `" ,//vim - w' - - _ - DRAINAGE.10 IDE POSITIVE o z `- -Tw_ � aTFR-MA g� -PROP. C&G -�FSOP- % /' 1/` 'I f l c'r. �', l\ ♦ -- \ i/ I / !/I', / - __ ___ _ - _ _- _ v� .w-- ++'__-- _: - /- p•r.P. �_ a.a Q < P. / 11R/W1 t // ♦ _ /I I 1 ` - --t--- 1--w-- / R/W ' LOT 4A-1 ii ♦ I I I -� ° / / ' 1.535 ACRES 2 \ PROP. 24" I I \ LOT 4A-3 EXIST. UTILITY / ACRES FARMHOUSE EXIST, 4' GAS EXIST. UG TEL. LINE 5.00 ACRES EASEMENT INLET INV. AT EXIST. 10' UTILITY EXIST. DWY LANE FL= 4831.78 2 3 STA. 23+46.56 T EASEMENT STA. 13+31.79 1 EXIST. F.O. REMOVE & DISPOSE OF EXIST. 24" 3 STA. ZO+73.95 cz.3 cz.3 END STREET WIDENING SECTION 2 6' CONC. SDWK SEE SH. C2.2 � DWY W=2T C2.1 c23 CMP CULVERT (L= 46') AND C2.1 DWY W=2T PROP. 24" RCP END 2' CURB & GUTTER 6" THICK (TYP) STA. 16+54.60 1 BACKFILL WITH COMPACTED NATIVE L=50% S=1.4% END 6' SDWK --door l PROP. 12" A-2000 PVC STORM DRAIN WITH FETS. STA. 10+00 00 2 3 L=25', S=12% OUTLET INV. 4789,67. CURB INLET 2 cz.a FILL. u(1oez5 PE BEGINSTREET WIDENING SECTION c2.3 c2.3 WITH Y2 CY HAND PLACED 4"-6" ROUND ROCK AT TBOC ELEV-4824.95 STA. 23+72.56 BEGIN 2' CURB & GUTTER OUTLET. PLACE RIP-RAP TO ENSURE FREE FLOW OF 15" PVC INV. OUT= 4821.17 LIMITS OF CONSTUCTION c° BEGIN 6' SbWK STORM WATER FROM STORM DRAIN. SCALE MATCH EXISTING PAVEMENT END 3:1 ROADWAY TAPER RT HAGGERTY LANE PLAN VIEW 0 25 50 100 END SAWCUT 12' RT (TYP) DRAWN BY: MMP SCALE: 1" = 50' 1 inch = 50' REVIEWED BY:CGB PROJECT ENGINEER:CGB DESIGNED BY:MMP HAGGERTY R/W N `_a a BO Nv o 131 TTA. 21 02.45 PT - - FJ•,I 4840 zs' zss s'- I +m N o - Z 4840 END CUR RETURN 1.18% 12' 13, SWALE °'a w PROTECT IN PLACE J I 'i d - ^ N Fi III. 10.75" 12.75' 1' 4:1 MAX r EXIST, ASPHALT 6' 2.pq, I - o m cn w - - cT x ZU„ SAWCUT 1' �� ATCH SLOPE -� +�N % o ry +; w LINE 2.01 cc ^P II o x = - w maINLET INV. AT FL ~o o u 2.5' e 48 1.78 Iiwwm 1n 9 z Fs REMOVE EXIST. ASPHALT z+ Z3" ASPHALT SIDEWALK 2 o Omd 4830 ® (, 4830 HAGGERTY LN. TYPICAL SECTION 6" ROAD MIX °''' ° d co 0 o a or TOP (4829.3) N aII 3 STA. 13+31.79 TO END __1� a I-- m EXIST. RADE AT n � (ASS MED DEPTH) SCALE 17° PIT-RUN CONSTRUCT SWALE FROM w -I r~1' STA. 21+10 TO END. a In 326 o PROP. SAWCUT LINE o 0 0� HOR: 1"<10' CURB AND 3 �' +Tj �n 4 �i1 w w m C vERT: 1"2 COMPACTED SUBGRADE GU 'cR cz.o H p w Ji M GOLD S H=1 a N PROP. H GGERTI LAN w o a-no, rn. o v TBOC rn u = o.0 4820 - - - n a a m ry n co> - o a>z_> 4820 �b F" + 3 N < n N O - ,y Q cNi VI W a m ++0 Z N K N N o ---TTT In Cif �2 I �w (� w n of \ K m 14810 4810LD- Y< o c d N -PROP 6"- �- II a m w SANITARY SE ER om ,�i .�i % 1O o v� O U V5 O w IL m O O -- m w II w HAGGERTY R/W Gmm� N�� N� On � NOTE yJ +w m w 1. EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN - ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO I pry F w 4800 o c0 THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY 25' 4800 5.5' 6' �1 1 m OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, 12' 13' u� h SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS PROTECT IN PLACE Imo- 1 I a n INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL EXIST. ASPHALT SAWCUT 6" D ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. LINE 2.0% !•'�! A E,,, ' 2.0% t CATCH SLOPE W N - -- -- - 2. EXISTING UTILITY DEPTHS ARE ASSUMED, CONTRACTOR TO VERIFY DEPTH VARIES I U` P OP B' OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICTS EXISTS CONTACT 2:1 TO 8:1 DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT REMOVE EXIST. ASPHALT -""'" SIDEWALK z S NITARY SEWS WITHOUT CREATING DELAY IN CONSTRUCTION. -5 w 3" ASPHALT cz.a z, ::7 W N o~a 3. IF SAWCUT LINE IS DAMAGED DURING EXCAVATION RECUT PAVEMENT HAGGERTY LN TYPICAL SECTION CURB AND 3 N n G 6" ROAD MIX Lz,y 4790 N " IMMEDIATELY PRIOR TO PAVING, AT NO ADDITION COST TO OWNER. STA. 10+00 TO STA, 13+31.79 GUTTER 4790 SCALE: n 4. SAWCUT LINE TO BE A STRAIGHT LINE PARALLEL TO CENTERLINE, JOGS HOR: 1"-10' 17" PIT-RUN IN SAWCUT LINE DUE TO DAMAGED EDGE NOT ALLOWED,°f z z vERT: 1"2' COMPACTED SUBGRADE M� Nm UJN NN i(t O �cD OM O mn f�M U'10 Ntp O>N Om ON min Om <M I�h aN MN QN TO <m O�n 5 U n 0 N p N p N n N a m M u N< M N p N h p r M a m 0 D m O N O N M N N O N h O in O N n m N< U O UO oJm 00 NN YO ;OO mm 00 NN Cd' L6 tp mm OO CJN CQ �D tp hm O�m OO NN MM << v1N c0O �m NN mm mm Ohm �s m p,O� 00 00 00 00 0 0 ^- N N N N N N N N N N N N M M M M M NI M M M M M M M M M M M M M M M M i m can~ a� am m�mv �a `�o am mm �a ma my as as �a a� am - mm as as ac as °�a as a` as a� as ae a� �~ SHEET 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 C2.0 OF 14 HAGGERTY LANE PROFILE VIEW STREET SCALE: - HAGGERTY HOR: 1" = so' AS-CONSTRUCTED VERT: 1" = 5 PROJECT:06-12D DATE:1-10-07 i o 16+00 /' STA. 16+20.60 HAGGERTY LANE = i 17.F00 :n m / STA. 10+00.00 fARMHOUSE LANE ED I PROP. SAWCUT I LINE / /' \ Mo 11.5' EXIST. EDGE OF o \ I !o I PAVEMENT l STA. 13+31.79 / 13+00 / DWY 2 ' L PROP. 8" SS\ �EP43 m_ I t / n N51'29'22"W / _ j _ '� _ ---------�-------------\---- ------,�---- -- - \--- ---------�------- --- -- -- in - - - - +- 1 --�---- ------- 1------- it \\ I W\�7 \ \ - ------- - ---- E Co \ \ s s��-s s- TM -s s s s s 8 1 n \ \ C \11.5- �� EXIST. EDGE OF \ 15TA. 15+87.60 PC �\ PROP. 15" A-2000 PVC-�\STAG16+53.60EPT z PROP. SAWCUT I n PAVEMENT 4822.21 TBOC 25' RT \ EXIST. EDGE Of L NE 23' \ = 4' % 824.90 TBOC 25' RT 'Bzs N of Kj \ PAVEMENT \ � \ \ PROP. 8' SS _ _ _GRADE BREAK__1- -_ ___ _ 5 m ---L----- - ---��------- z STA. 13+43.29 ._ 1----- ---- I ��23�`\S= 6 4811.41 I \ 'a�Z` R=17.5' w _� - w i DOUB E 4811.74 FL 26' RT \ - '�' // 1 j y GUTTER EP 1 - --�--- --- 11.5' \°g�a m I q CURB INLET#2 c2.a CURB AND 3 = o ss ��ss ` ss ss ss\ s p s_ _ S -FARMHOUSE \l° R=17.5' ,`M� // \\ TBOC- 4824.95 GUTTER c2.3 I \ _ _ � LANE / / 15' PVC OUT INV= 4821.17 �?a a N STA. 13+03.29 PC STA. 13+20.29 1 ADA 4 STA. 13+60.29 PT STA�V+42.50 PT �< / / 4810.68'TBOC 2s R 4410.84 FL 26' RT. RAMP cza 4812.91 TBOC 25 RT _ 4823.26-TBCC 15.5' RT az>_ 4 2 ,_ __ 4823.42 /// COMBO. MH & INLET�/3 - z ID PT. \ �' 6 y MID PT. \ 4 ADA p 1 3=_9% I - FS / TBOC= 4824.07 S WK 2 5.5' BLVD GRADE BREAM \ \\\ 1 4 _-' _ - cz.3 RAMP JY -2.07% ( -_ 15' PVC INV. 4820.15 _ C23`'- -_ 10.96 1L86 ok GRADE BREAK CURB AND }._ __ _-- \ (IN & OUT) \\ l EP �� .5 ti•� i \ \ GUTTER c2.3 - _ --` - - - - --«- - \ ❑I I / \ _A `w _ w _ - - w - FARM OU LANE - 11 17 R=15' I! /i \ \ ` '- _PROP.�10" WATER MAIN--- _ _ - - STA. 10+42.50 PC r 1 I _ 4824.07 TBOC 15.5_' LT --- _ _ uoEi _6^- - --- {- / / 25.5' _ _ ---_ - - I w -- 10825 PE c2.3 _,4811.OD �r \ f \ - __ - _ _ - - _---- _ _ -3__ , _, 482 7 S.G% FS �/� -- - Q- ��w \ w ___--- --- - -- EXIST. 10" DIP WATER MAIN \ I I / - --- S 6' K _-- - - I - ADA 4 - SAWCUT LINE 1 __� -__ _-- - c23 3 I I/� RAMP 2.3 ' / DRAWN BY:MMP MATCH EXIST. GRADE/ / / _ 2 (� a M y f I (^`/ -- REVIEWED BY:CGB \ J \ EXIST. CULVERT ,/ / / _ I /Oz3 BY OTHERS / 6 I I \\ P P`/ PROJECT ENGINEER:CGB 1 ',,TO BE REMOVED / __ / mEX $ CURB A 6 3 _ / DESIGNED BY:MMP I EXIST. \SEE 5HT. C2.0 i / / d a HYDRANT / / -- H AN _- o- LL �_� I ___ TTE cz.3 1 / ! EXIST.�ENCE � -- �- - - - / 1 / ! 2 WK 1 STA. 10+80.00 I v EXIST. PRIVATE / / 2 TO BE REMOVED 4B23.71 TBOC '- -+- - - --- DRIYEWAY / I / cz.3 / L r POT.TEL 4823.14 BY OTHERS - - % L14823 % �/SCALE EXIST. R/W ° ° ExI%T.c s ° ARMHOUSE LANE --cv ,_° ° II TA. 10+80.00EXIST. R/WI)ETAIL 0 5 10 20 EASEMENT .87 TBOC ------------ cz.t PRIVATE DRIVEWAY - I STA: 13+31.791 inch = 10' \ PROP /w \ IEXIST.F.0 SCALE X[?� z DETAIL D 10 20 � ®� HAGGERTY AND FARMHOUSE a' W STA: 16+20.60 1 inch 10' ,(XIST, 24" RCP-� CURB 81 ., \ I 1 \ \ GUTTER\ a STA. 20+73.95 -� �� \ \ / DWY- Wz=27 PROP. SAWCUT LINE it 5 •� EX. BIKE \ 0�7 LAN STA. 20+711.50 4835.64 I o EXIST. EDGE OF PAVEMENT 1 �+ \ 4835.01 F 26 RT EP \ AVEMENT NARROWS ------- ----------+--- r ------------ ----------- \SIGN o� SEE SHEET 2.0 FOR INFORMATION I _____ ______ _ _ \ \ \ \ \ L z ------- ON EXIST. FETS AND CULVERT ==j-___ _ DOUBLE 1 STA. 20+85.45 =--__ -----------PROP. 24" RCP_- _ I ----- GU7�_� 4-FL AND 3 11.5' - --- --4835.3�-1 \ Gurm- STA. 20+4§.45 PC / ��a ST 21+02.45 PT 4835.20 TBO 25 RT i I 4 36.25 TBOC 25' RT --__ / GRADE BREAK _ L �EP14 4835.57 oe� 41D .1 ------___ 3 ST 0+5 1 36.7 R 4 8"'STORM-DRAIN-MH µ2 Rats' _ EP-- - _ - \ ��\ \\\ 45:1 TAPER RIM 7 4835.70 l - - - - - - _ 24" INV.1N�E} -487,f:25" _ ----- - 24" INV. OUT N 4831.00 -- \ \ ( 1 I_2�0$ PRQP. 24" RCP' PROP. 24" FETS � \\\\\\ \ \\\ / 4835.75 TBOC _- - P INLET INV. DE EATORS ® 50' L- 0',S=1.4% \ \ \ GRADE�BEAK- -'- 27' AT Fy=4831�8 w w w _ --- w w w w 4836.25 TBOC w w w \ \\ \ � La PROP.10_wATfR-fAAIN-_ q ADA GRADE BREAK ----- C4.3 RAMPS \.,cam- - - - - -- k'd \ \ - - o \\ \ Fin I fV \ SO• m -.z_---- - -- -- \ (-�\ \ EX. ROAD IM') •'�,y, t�6, SDWK / - - 6' K2 ,, \ \\ \ SHOULDER STRIPE cz.3 STA. 20+60.45 PC 4835.42 / \ \ F FS 4835.55 TBOC 59.56' RT-- cz.3 / M RAMPS CZ EXIST. R/W TEMP 4 STA. 20+87.45 -- --- ---- ---_ __ �� BARRICADE c2.a 4835.85 TBOC 59.56' RT _, EXIST.7EF--- EX. 2 PH \\ \\ " CORNER SI \ \ EDGE OF EX. \� \ €XIST.GAS ° ° ���° ° ° _ ASPHALT \�\ g SHEET CB.1 OF 14 a IDETAIL a s SC0 LE 20 4 IDETAII, 0 15 SCALE 6D nErAus c2.1 DRIVEWAY TAPER HAGGERTY STA: 20+73.95 1 inch = 10' STA: 20+73.95 , ;non = 30' AS-CONSTRUCTED PROJ ECT:JECT:06-120 DATE 1-10-07 i 0 R/W FARMHOUSE R/W o 60' 30' 30' TA. 1 t T 1 m 31' S STA. 11+89.20 15' RT CE CURB IN 0, cz.a z 1 I c2.3 DWY W=26' TBOC ELEV.=4823.45 REMOVE AND DISPOSE OF EXIST. FENCE ; �y 5' 8.5' 15.5' I 15.5' 8.5' S' �}- 15" INV. OUT 4819.70 BETWEEN PROP. RIGHT-OF-WAY C 'III HAND PLACE Y2 CY ROUND ROCK(4"-6") AT LOT 4AI-2 /' i / i"PROP. 15° A-2000 1' 1' OUTLETS. PLACE RIP-RAP TO ENSURE FREE FLOW 5.006 ACRES // / / PVC STORM DRAIN I I 4 2.07 2.0% 4 / I L�193.,D' / / r OF STORM WATER FROM STORM DRAIN. I .: L=27,9', 5=-% I / t I 3 0% 3 0$ � r Rp30� / / - __- l f I AF 3 '52'4 /SIDEWALK BY 2 �I 3" ASPHALT C13 PROP. 24" RCP WITH FETS. 1 1 ! ! I!I V o 6" ROAD MIX OTHERS (TYP) INLET INV. (5) 4818.50 \ \ 1 I I / - I C I CURB AND OUTLET INV. (N) 4817.75 \ \\ 1 \ II I ; I / / I I z B" PIT-RUN 3 II GUTTER TYP C2.3 L=112' (124' W/FETs) S=D:F7 \ \ \ '"I�� STA. 16+00.00 FARMHOUSE LANE 2 s w tv) wlll I II / !I 10 a� STA. 16+20.60 HAGGERTY LANE cz.t COMPACTED SUBGRAOE PROP- 8" PROP R W \ \ / �17w}!J - �- �'8 J I Q FARMHOUSE LANE TYPICAL SECTION / STA. 10+40 TO STA. S.S. MAIN V A / / S HOR: I„=10' PROP. 8" \I I VERT: 1" 2' NOTE: WATER MALN \ \ / // y 1 1 1 I S 1 4 15 C2.a o WARPED SECTION FROM 10+40 TO 10+80 I �/ / IL I COMBO. MH & INLET 3 z 5 STA. 13+64.00 `` \ ,A I I/� / /' _ I I 1 / I TBOC ELEV,=4824.07 ca3 DWY W=26kYi� ,/ r 3-12" ADS UTILITY CONDUIT o A 5� I� / / ! ! /� +i II 1 I I ! / AV I STA. 16+54.60 HAGG. 25' R7 C2.4 G L=70', BURY DEPTH-36" TOP OF PIPE � / / ! / � p� ' r 1 I 1! / CURB INLET #2 WITH NWE CAPS \ TBOC ELEV.=4B24.95NOTES: 4\ II 2 HAGGERTY LANE �, \ '< 5 \ \III / // COMBO. MH & INLET 4 cz.a 1. EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN � \ / P�20P. 15" A-2000 � ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO CE FARMHOUSE \ \ / / / / PVC STORM DRAIN TBOC ELEV.=4823.48 PROP. 15" A-2000 PVC THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY LANE � e 1 A/'\ \\ ( / // / L=60A', S=0.57 STORM DRAIN. SEE PROFILE OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, �' ,y+ \ \ ��\ \ ! `� BELOW FOR LENGTH AND SLOPE. SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS PROP. OUTLET STRUCTURE AND R�. \ ,pax, \ \ \ >'< \INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL DRAWN BY: MMP ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. POND "A". SEE SHEET C2.7 FOR\ J, \ \ � � UNDERGROUND DETENTION BASIN REVIEWED BY:CGB 2. EXISTING UTILITY DEPTHS ARE ASSUMED, CONTRACTOR TO VERIFY DEPTH \ F. � \ L6.T 4A-3 DETAILS PROJECT ENGINEER:CGB OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICTS EXISTS CONTACT �k� g'b \ \ 5,000 ACRES DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT \ ^31 \ \ DESIGNED BY:MMP WITHOUT CREATING DELAY IN CONSTRUCTION. �� 1 \ \ \I I 1 STA. 13+64.00 5 7 DWY W=26 C2.3 I I y C2.4 BARRIO QE 0 'I II SIDEWALK 1'YP 2 FARMHOUSE LANE PLAN VIEW F A►r \ I W BY O SCALE: 1" = 30' THEIRS I � I CURB AND 3 a( I PROP, R/W CUTTER (TYP) C2.3 SCALE I cc ST'. 14+98 I 15 30 60 I E D FARMHOUSE LANE � I \IM ROVEMENTS 7 inch = 30' A LOW POINT EL = 4823,51 ' LOW POINT ST = 11+80.76 /T 4836 - PVI STA = 12+50.76 a - - 4836 � A.D. 5.00 K = 55.00 HIGH POINT ELEV = 4823.7 I A O 175.0 ' VC HIGH P INT STA = 11+02.5 kd PVI STA = 10+83.75 a' N m PVI ELEV = 4823.95 \ o A.D. _ -1.75 .pRO 2-12" ADS N K = 50.00 UTILI CONDUIT N 'S! '•? v I I INV. 821.91 4830 _m x \ - _ U - 67so' vc 4830 h� \ �+ m XIST. ``° PROP. GRADE M N n n TEL b Z��' AT OE N + N EXI T. + ri STA 1 +00 w w ± a a GA o HAGGERTY 4 F.O. EXIST. GRADE > w \ m AT CE m i EXIST. \ � 4824 PROP, 3-12" Ds -- U ILITY CONDUI - 4824 50%'-- I 1.2 7 \ / / / EX. UTILITIES TD BE F t- / RELDCATED BY PURVEYO -- - - PROP- 24" RCP O- - w 131.9 LF OF 15" A-2 8 S=0.48% ai STA.10 25 34.0 LT n T k fs7 CURB 4818 - I - - -- - 1U"-F4 NBO V. 01T4824.95 (W) 4821.17 4818 a Q COMBO, MH & INLET #3 f•� TBOC­ 4824.07 STA.11+80. 6 15.5 LT INV. IN (E) 4820.15 23.9 LF OF 15" COMBO. MF & INLET #4 INV. OUT (SW) 4820.15 5-226O PVC LLi ® 0 op 15 INV. IN(NE) 4819.51 PROP, 8" 15- IV. E' 1--I y 15" INV. 0 (SE) 4819.51 ROP. 10" - WATER rA I z 4812 0p 4812 �a M T C VO <OD In� tD in t07 bN a0(Np mn N i a r r o a r v o a M LP n N r I r; k I.i in SHEET h M M N N N N N N N N N N N N N N N N a �c ae �'va ac as 1 m as mym m0 a u" - 15+00 14+00 13+00 12+00 11+00 10+00 a C2.� OF 1 STREET FARMHOUSE LANE PROFILE VIEW o FARMHOUSE HOR: 1" 30' AS-CONSTRUCTED PROJECT:06-120 VERT: 1" = 3' Y DATE: 1-10-07 rl i CURB TO CURB WIDTH PER PLAN 24 0 I WIDTH - VARIES +{ B.5" FACE OF CURB 15' R (TYP) 4" THICK P.C.C. SIDEWALK ADJACENT TO FARMHOUSE 2 -�FACE OF GUTTER _ 6" THICK P.C.0 SIDEWALK ADJACENT TO HAGGERTY ° m EXPANSION JOINT � 3 3" COMPACTED CRUSHED ROCK BASE q„ TOPSOIL< 3"R SPILL CURB Z CONTROL JOINT A (TYP.) q"R CATCH CURB 4.5" q� BACK OF CURB IY� � S - 3 4. - nr�*r�-gin COMPACTED SUBGRADE r�T 1.5" _ - I�IrlrLll_IIHTI=1-- _ -1�I-IT II=1i=11I II-III _FLOWLINE =lil��-II-'j 1�III�IH�l-1 12 - — T=LIP=-ur-q�u�111=n�ll�l= L II DROP CURB ° �' 6" _ 7.5" a ,NTTH CURB RETURN A e - 'cq ' a,4 , Z U FILLET AS ONE PIECE g" NOTES: "III °° g 1. CONCRETE DEPTH FOR SIDEWALKS SHALL BE: II_II O O O O O rn IF EXISTING CURB 4" FOR SIDEWALKS ADJACENT TO FARMHOUSE LANE O O O O O O O O O U o DOWEL WITH 5 4 X 36" JOINTS WILL BE REQUIRED CRUSHED GRAVEL O O O O O O O O O O O O 0 O O O RETURN, GRIND GUTTER 6" FOR SIDEWALKS ADJACENT TO HAGGERTY LANE o O O O O O O O O O O O O O O (� SMOOTH REBAR EVENLY APPROX, EVERY 10 FEET TO FORM OUTLET O O O O Ono O O O O O O O O O O SPACED ON V CENTERS BASE - 3" MIN. O O O O O O O O O O O O O O O WITH 3 1/2" OF COVER. CHANNEL WHEN THIS 2. CONCRETE SHALL BE 4,000 PSI 0 28 DAYS. WITH EXPASION TUBES IS THE HIGH SIDE K�RN FEE SUB-BASE COURSE ONE ONE END OF BARS 3. CONTRACTION JOINTS (1" DEPTH) SHALL BE SPACED AT 5' PLAN VIEW INTERVALS - MIN. AS REQUIRED 4. EXPANSION JOINTS TO BE PLACED AT 25' INTERVALS. 1=1T1I!-1 -(iL-)JJ-Ijf-j- -Tf-�- II II-IIHII 11�1�11-T1-ill- I-III-I (T4 R I1- mac- i1 1T(=1 a l l l 5. EXPANSION JOINT MATERIAL SHALL 1/2" THICK PRE-FORMED "� m"' `I- COMPACTED SUBGRADE NOTES: BITUMINOUS TREATED FIBERBOARD FILLER. NOTES. T THE WIDTH WITH PROPORTIONAL INVERT MAY VARY TO SATISFY THE DESIGN 6. SIDEWALK CROSS SLOPE SHALL 8E 2.09. MAX AND SLOPE REQUIREMENTS OF INDIVIDUAL APPLICATIONS. FINISHED STREET SURFACE TO BE 1/8" TO 1/4" ABOVE EDGES OF DOUBLE GUTTER. TOWARD CURB. 1. SUBGRADE AND SUB BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02234 (MPWSS) arts 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" & AND MINIMUM WIDTH OF 1/8". •.ioe25 Pc VARIABLE 3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT DETAIL MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE 6'-0" MIN. STREET SURFACE 2 CURB AND GUTTER. Cx.3 SIDEWALK DRAWN BY: MMP 3 1/2" NTS 4. CONCRETE SHALL BE CLASS M-4000. 1/2" PER 1' REVIEWED BY:CGB 5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS). PROJECT ENGINEER:CGB DESIGNED BY:MMP 7 r ' 3 DETAIL cz.a CURB AND GUTTER REINFORCE WITH #4 NTS SECTION A-A BARS ON 2' X 2' GRID 1 DETAIL --- W r cz.i DOUBLE GUTTER FOR STREET INTERSECTION �5' TRANSITION SECTION FROM NTS EXISTING CURB TO DROP CURB: , EXPANSION JOINTS COMPLETELY ® uj AROUND SIDEWALK SECTION .4 DRIVEWAY THROAT WIDTH EXPANSION JOINT 26' CURB & APRON POURED MONOLITHIC -� UNLESS OTHERWISE APPROVED N+=1 RAMP SHALL BE CONSTRUCTED WITH 1 2 0% 1 DETECTABLE WARNING SURFACE 11 MAX �t COMPLYING WITH ADA ACCESSIBLE DESIGN, AND MDOT. CONTRACTION JOINT ON / EXPANSION JOINTS AT CURB RETURNS 6' MIN / ° ° • •• • 1 w BACK OF CURB nee' Y 1� !, , SIDEWALK CONTRACTION JOINTS ? kvTs� �� SPACED AT 5' INTERVALS - MIN. FLOW LINE - DEPTH 1". EXPANSION JOINTS � TO BE PLACED AT 25' a EDGE OF GUTTER I 18" 18" INTERVALS. IIII� -+III o VARIABLE �f CF1 MATCH SOWK a (5.5' TYP.) �s 6 4' MIN. 6 CONTRACTION JOINTS TO BE Y-d 5' �1 SPACED AT 10' INTERVALS IN CURB & GUTTER VARIES 6' MIN SIDEWALK EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. 1•b1 NO LIP ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURBa OR MATCH EXISTING SIDEWALK GRADE b i,� / --_ •- SIDEWALK DRIVEWAY 1' 15' TYP 5.5' TYPPT n- =11� I _li_ - 1/4" PER FOOT SLOFE STREET SURFACE- 3" GRAVEL BASE 6" CONCRETE RAMP SECTION THROUGH RAMP �n K `- O O • D•0 0, w D'._ • 4 a A O NOTES, a WASHED ROCK o ern 1. TEXTURE TO MEET LOCAL CODE 3" MIN. CURB & GUTTER MIN. 6"THICK , N M-4000 CONCRETE 5 2. ALL RAMPS AND ACCESSWAYS SHALL CONFORM TO THE AMERICANS WITH OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH o O 00 DISABILITIES ACT (ADA). a 3, WINGS AT 1 B" FOR RAMPS IN LINE WITH SIDEWALK, 6' FOR RAMPS IN PLAZA _ F1 d• AREAS. k� s DETAIL DETAIL cz.3 NON RESIDENTIAL DRIVEWAY APPROACH NTS SHEET cx.s ADA ACCESSIBILITY RAMP si NTS C2.3 of 14 DETAILS GENERAL AS-CONSTRUCTED n PROJECT:o6-1zo X DATE:1-10-07 i 0 � I Q � o ; INLET CASTING NEENAH R-3067, 5/8" DIA SMOOTH ROD IFCO 515-7, DEETER 2047L, z _ X 5" SMOOTH ROD CENTERED IN OPENING OR D & L 1-3519 CENTERED IN OPENING 0 INLET CASTING NEENAH R-3067 6� FLAT OR IFCO 515-7 SLAB COVER T 24' GRADE RINGS) OPENING 4' 4' DIA, PRECAST REINFORCED #4 BARS ® 12" CONCRETE MANHOLE AND BASE, ONE EXTRA BAR IN BOTTOM � o CENTERS MAX. •• r AS PER C.O.B. STANDARD (ALL SIDES) 0 SPACED EQUALLY &PIPE '� DRAWING NO. 02720-4 N a �. f STORM SEWER PIPE. --SEE CIVIL DESIGN FOR _ SIZE AND ALIGNMENT36" 9" SUMP•. 19" MIN NTRACTOR TOOUT OPENING. 'O.D.+3" 36" FLAT SLAB COVER REINFORCEMENT AS PER C.O.B. NOTES: STANDARD DRAWING 02720-6 Ioe251e 1. PRECAST SECTIONS SHALL MEET OR EXCEED ASTM C-478. DETAIL 2. WATERTIGHT JOINTS REQUIRED. c;2.4 COMBINATION MANHOLE AND INLET NTS DRAWN BY: MMP 3. REINFORECEMENT #4 0 12" CENTER TO CENTER REVIEWED BY:CGB EACH WAY CENTERED IN WALL PROJECT ENGINEER:CGB DESIGNED BY:MMP DETAIL cz.+ CURB INLET NTS FRAME AND COVER TO BE EITHER D & L A-1172 WITH 1" COVER, MCI STANDARD CASTING & COVER,, 305 FRAME, 305A COVER, OR IFCO 772 FRAME, 772-B COVER OR DEETER 1025. COVERS SHALL HAVE TWO 1" PICK HOLES. 1,4 4 FLAT SLAB COVER w ADJUSTABLE RINGS.-- r 2" MIN., 12" MAX. �j ® W " NOTE: ALL JOINTS BETWEEN MANHOLE 4� A SECTIONS, MANHOLE RING & TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE lZ 24" OR SHALL BE WATER— TIGHT. JOINTING 'd MATERIAL SHALL BE "RAM—NEK" OR EQUAL — ci 27" OPENING FOR ALL JOINTS EXCEPT BETWEEN SEWER bco PIPE AND MANHOLE WALL. l7^ Q C, 0 �+T-1 18" DIAMOND BLACK PANEL WITH 9 RED ; o. MANHOLE STEPS AT 1=1 Q 24" REFLECTORS, 3" MIN. SIZE - NUMBER OF PANELS N 16" CENTERS PRECAST REINFORCED CONCRETE AS REQUIRED BY THE DIRECTOR OF PUBLIC = MANHOLE RISER AND COVER SERVICE MANUFACTURED IN ACCORDANCE WITH /=-< ROADWAY J i Al ASTM DESIGNATION C-478. Q • • • 0 �e • • • • • • • • • coa! • • • • • • a • a o 24" • • AS REQUIRED—s C Z < G 2" PERFORATED SQUARE u CUTOUTS AS TUBE POST (TELSPAR OR o nl REQUIRED APPROVED EQUAL) m a 48" MIN. 0 o rI-1 ROADWAY GRADE x �1 mu 0 •d W N A SIGN POST FOUNDATION Channel = dia. of pipe AS PER C.O.B. STANDARD z DRAWING 09810-1 y( I--60" (TYP) o I PRECAST OR POURED—IN—PLACE BASE. POURED—IN—PLACE BASE, SIGN BLANKS SHALT_ BE CONSTRUCTION GRADE ALUMINUM, 0.08 INCH MINIMUM CONCRETE THICKNESS F•�d [� F" �n THICK, WITH ENGINEER GRADE REFLECTIVE SHEETING BELOW PIPE IS 8 INCHES. �—RADIUS OF o PRECAST BASE, MINIMUM a � 5 MANHOLE THICKNESS IS 6 INCHES. Q Z p Slope L t"per fool. Q �r Chan to full pipe depth. 4 DETAIL _ z N NOTE: STORM DRAIN MANHOLES C2.4 DEAD END BARRICADE DIA. OF SEWER PIPE SHALL NOT HAVE FORMED CHANNELS NTS ._ AND THE LOWEST PIPE INVERT SHALL BE 9" HIGHER THAN BOTTOM OF b `� MANHOLE. _ SECTION A-A e SHEET n DETAIL r c2. C2.4 OF 14 4 STANDARD STRAIGHT MANHOLE NTS DETAILS GENERAL AS-CONSTRUCTED PROJECT:O6-1211 DATE:1-1 C-07 13+00 ROW 17+50 ROW 22+00 4810 4870 - ROW AREAS VOLUMES CUMULATIVE VOLUMES r 4830 4830 S uare Feet Cubic Yards Cubic Yards m 4838 4838 4808 4808 STATION CUT FILL pp7 FILL CUT FILL 3 4828 4828 4836 9+75 0.000 0.000 0 �/ 4836 10+00 18.579 105.849 8.602 49,004 8.602 49,004 4806 - 4806 - 17.753 91.082 26.354 140.087 -tfi -8 0 B 16 24 32 40 48 56 64 72 80 ggP6 4826 10+50 19.807 81.611 4834 - 4834 18.386 76,069 63.061 296.017 -16 -8 0 8 16 24 32 40 48 56 64 72 80 11+00 20.021 SL265 -16 -8 0 8 16 24 32 40 48 56 64 72 80 11+50 19.920 107.028 18,447 69,884 99.992 441.810 w 12+50 2+CO 20.618 84.086 8.527 91.504 136.920 615.126 ROW 1 7+00 21 +50 19.262 69.553 175.032 765.562 12+50 20.666 67,916 0 ROW 19.829 65.195 274.146 892.a24 N 4808 4808 ROW 13+00 22.74E 82.199 Z 4838 - 4838 t3+31.79 60.534 2,027 2.876 10.074 237.818 974.707 o 4830 4830 46.341 36.148 329�003 1055.769 4806 4806 4836 - - 4836 14+00 24.273 6t.770 26.322 36,145 388.938 1201.7t7 a 14+50 23.450 58.353 4828 21.811 55.39E 432.690 1311.540 4828 4. 4 15+00 23.328 64.238 4804 4804 4834U 4834 15+50 30.945 60.453 22.921 59.480 477.366 1429.135 -16 -8 0 8 16 24 32 40 48 56 64 72 80 _ 30.188 54.606 534.000 1541,468 4826 4826 � 16+20.60 29JOB 10.065 0 r� FT -16 -8 0 8 16 24 32 40 48 56 64 72 80 17+00 31.627 54.652 41.918 30.094 630.836 1641.374 12+00 4824 4824 29.577 50.772 723,831 1787.018 i 17+50 36.989 34.190 18+DO 30.349 63.263 37.035 18.355 792.933 1846.507 ROW -16 -8 0 8 16 24 32 40 48 56 64 72 BO A _ 2 1 +0 0 18+50 31.645 50.492 28.029 55.389 854.857 1933.896 4806 4806 _ ROW 19+00 30.505 50.684 6.220 9,952 889.701 1993.222 G 26.896 49.029 969.210 2125.928 4804 - 1 6+2 0,6 0 4836 �'`- - 4838 19+50 23.899 66.541 P.1CN25 Pi 4804 � - 21.934 64.288 1014.981 2246.587 ROW 20+00 23.112 79.267 18,496 77,486 1055.046 2393.789 4802 ga34 4834 20+73.95 21.267 25,659 17.381 88.767 1116.420 2710.172 939 4802 4826 - 4826 __ _ t-le 21+00 14.372 126.379 ITT 21+50 18.097 73,g76 14.381 88.767 1116.420 2710.939 4632 4832 17.227 65.704 1149,752 2841,103 DRAWN BY: MMP 4800 4800 4824 4824 -16 -8 0 8 16 24 32 40 48 56 64 72 80 22+00 19.402 63.532 22+50 25.303 50.490 18.615 55.292 1186.198 2957.310 REVIEWED BY:CGB -16 -8 0 8 6 24 32 40 48 56 64 72 50 23+00 28.553 a2.358 24.559 44.351 1232.103 3050,915 PROJECT ENGINEER:CGB 4822 4822 24.056 38.685 1282.222 3130.186 �Prtffm 2 0+73.9 5 23+46.56 23.198 37.851 �O DESIGNED BY:MMP -� RO 23+50 18.247 24.344 2.643 3.9fi6 1303.470 3165.710 CUMULATIVE VOLUMES WHERE 1 1 +50 4820 W4836 10.056 3.340 313.526 3179.050 CA CULATED AT ADDITIONAL -16 -8 0 8 16 24 32 40 48 56 64 7p BO4820 4836 23+72.56 5.826 7.592 STATIONS ROW -- 0.000 0.000 1313.526 3179.050 4804 4804 4834 4834 1 5+5 0 ROW 480 4832 - 4832 SCALE: 1"= 20' rL 2 4802 HAGGERTY LANE CROSS SECTIONS -16 -8 0 8 16 24 32 40 48 56 64 72 80 0 0 20 40 60 SCALE: r9' 4824 1 4824 HOR: 1" = 20' FBI 4800 4800 ITI IVERT: 1" = 4' Z 4798 4798 4822 4822 4836 2 0 0 0 R0 4836 2 3+7 2.5 6 4820 4820 {- ROW ROW -16 -8 0 B 16 24 32 40 48 56 64 72 80 4834.-ITFTr. 4834 4840 4840 Cf]4818 4B,B - RTFf O 1 1 +0 0 4832 4832 4838 4838-16 -8 0 8 16 24 32 40 4B 56 64 72 80 I 3 .0 L F V ROW -16 -B 0 8 16 24 32 40 48 56 64 72 80 rT 4802 4802 4836 4636 1 5+0 0 19+50 -16 -8 0 8 16 24 32 40 48 56 64 72 80 � ROW ROW aaoD aeoD 4e22 4822 - 2 3+5 0 4834 4798 4798 4820 1 4820 - 4834 ROW ROW 4798 i 4832 4832 4840 4840 fJ' 4798 4818 4518 4794 4794 4816 4816 4830 -16 -8 0 B 16 24 32 40 48 56 64 72 81 04830 4838 483 - 3 .8 L 4838 vrl -16 -8 0 8 16 24 32 40 48 56 64 72 80 -16 -B 0 a i6 24 32 40 46 56 64 72 80 6 -16 -8 0 8 16 24 32 40 48 56 64 72 80 4836 19+00 , ROW 10+50 14+50 4834 4834 ROW 23+46.56 � - � ROW ROW -- 4832 4832 R 4800 - - - 4800 4818 4818 4840 I 4840 TF 4830 4830 4798 4798 4816 - 4816 I 4838 - 4838 -16 -8 D 8 16 24 32 40 48 56 64 72 80 4798 4796 4814 4814 p 4836 4836 u' 479q -1fi -8 0 B 16 24 32 40 48 56 64 72 BO 1 8+5 0 -16 -8 0 6 16 24 32 40 48 56 64 72 60 /.�` m ^o M 4794 �1 ROW - Z P 4792 - 4792 4632FTT J 4832 23+00 a U, "^C -i6 -8 0 8 16 24 32 40 4B 56 64 72 BO 1 4+0 0 ROW rL ROW - - 4840 4540 A e 4816 4816 4830 -- 4830 a 10+00 ROW 4814 4814 4828 4828 4838 4838 N -16 -8 0 8 16 24 32 40 48 56 64 -72 80 4836 4836 - 0 4796 4798 4812 - 4812 _ in o -16 -8 0 8 16 24 32 40 48 56 64 72 80 eF 4796 4796 -16 -8 O B 16 24 32 40 48 56 64 72 80 1 8+0 V Y / 4832 ROW -- 4832 2 2+5 0 4794 4794 13+31 .79 ROW ROW 4830 - 4830 4792 4792 4872 - 4812 mutiomn SHEET 48384790 4810 4828 - 482b 4838 C2.5 OF 14 a790 - aBtD 436 4836 AS-CONSTRUCTED CROSS SECTIONS -16 -8 0 8 16 24 32 40 48 56 64 72 80 -16 -8 0 8 16 24 32 40 48 56 64 72 80 4826 -16 -8 0 8 16 24 32 40 48 56 64 72 804826 -16 -8 0 8 16 24 32 40 48 56 64 72 80 HAGGERTY PROJECT:06-120 i DATE 1-10-07 i 0 � I O i 1 1 +50 4828 - ROW _ ROW 4828 z = a 0 4826 4826 13+2 5 4824 4824 ROW (i ROW 4822 4822 4826 - - - - 4826 U -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 p 4824 1 1 1 1 - 4824 in u`-i -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 o 1 1 +25 4828 ROW ROW 4828 1 3+1 9.10 ROW (i ROW AREAS VOLUMES CUMULATIVE VOLUMES 4826 4826 771 1 111 111 1 FTI I I I I I - STATION S uare Feet Cubic Yards Cubic Yards o 48261 4826 CUT FILL CUT FILL CUT FILL z 4824 - _ 4824 __ --- 10+40 0.00 164.5 6 6.55 35.97 6.55 35,97 10+50 35.37 29.69 4824 4824 10+75 240.64 0.00 127.78 13.75 134.33 49,72 -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 � i q 4822 - 4822 45.69 0�00 180.03 49.72 _ 10+80 252.84 O.00 ig0.80 0.00 370.83 49.72 cHers c. -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 1 4+98 11+00 262.32 0.00 193.84 0,00 370.83 49.72 0.loess ve 13+00 11+25 241.27 0.00 892 0,00 612,89 49.72 ROW ROW ROW 11+26 240.15 0.00 "` ROW 11+50 195.50 0.00 190.57 0.00 803.46 49.72 1 1 +00 4826 T- 4826 4834 - - - 4834 51.D8 0.00 954.55 49.72 11+75 136.97 O.OD ROW ROW - - 91.53 14.64 1046.07 64.36 - 12+00 65.79 30.33 DRAWN BY: MMP 4826 4828 4824 4824 4832 4832 12+25 10.46 114.98 34.10 73.02 1080.17 137.38 -48 -40 -32 -24 -16 -B 0 8 16 24 32 40 48 4.75 163.50 1064.93 300.88 REVIEWED BY: CGB 12+50 0.00 216.86 PROJECT ENGINEER:CGB 4826 4826 -48 -40 -32 -24 -16 -8 0 8 18 24 32 40 48 12+75 0.00 179.30 0.00 187.11 1084.93 487.99 0.29 118.90 1085.22 606.89 DESIGNED BY:MMP 13+00 0.62 79.95 14+75 8.47 40.60 1093.09 647.49 4824 _ _ 4824 12+75 ROW ROW 13+19,10 22.73 37.42 5.91 7.11 1099.60 654.60 13+25 31.35 27.70 4822 4822 ROW ROW 4834 4834 13+50 50.05 9.21 54.78 1 +09 1192.06 676.79 4826 - 13+75 68.28 1.BO 54.78 5.10 1192.06 676,79 -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 4826 66.95 0.88 1259.01 877.67 _ _ 4832 - 4832 14+00 76.33 0.09 71.58 0.04 1330.60 677.71 -14 4824 4824 _ 14+25 78.29 0.00 66.17 1.19 1396.77 678.90 Un p -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 14+50 54.54 2.57 '91 1 0+8 0 53.42 8.86 1450.19 687.76 !� Z 4822 T - 4822 14+75 50.75 16.56 42.69 15.29 1492.88 703.05 ROW rk. ROW - 14+98 49.46 19.33 4828 4828 -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 1 4+5 0 0.00 0.00 1492.88 703.05 V TI ROW ROW z ® W 4826 4826 ROW 1 2 50 ROW 4832 4824 4832 FARMHOUSE LANE CROSS SECTIONS _ _ 4824 - - - - SCA 4824 #1 - - 4824 4830 - 94830 HORLEI" = 20' 4822 - 4822 - _ -48 -a0-32 -24 -16 -B 0 8 16 24 32 40 48 VERT: 1" = 4' -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 4822 --- 4822 b r-a 4820 __ 4820 14+2 5 SCALE: 1"= 20' 1 0+7 5 48 -40 -32 -24 -16 -6 0 8 16 24 32 40 48 ROW ROW - ROW ROW 4832 4832 0 10 20 40 60 O � _ ily [[� � Ha M1828 4826 1 2+2 5 4830 4830 4 Ea 4826 4826 ROW ROW -48 -40 -32 -24 -16 -8 C 8 16 24 32 40 48 � 4824 _ _ 4824 k.�l 4824 4824 - 14+00 - 4822 - 4822 � 4822 4822 4820 4820 0 0 -48 -40 -32 -24-16 -8 0 8 16 24 32 40 46 - 4830 4830 4818 4818 - -46 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 4828 - ( 4828 10+50 4826 ROW ROW 4826 -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 12+00 N4824 4824 4826 ROW Ck ROW - 4826 M TF 13+75 - aCc' 4822 - 4822 4824 _ 4824 A F. 4830 0 0 4830 CW."+ No 4820 4820 4822 - - 4822y G -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 - - v'o W - gz 48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 4828 4828 W M p 4826 4826 N -48 -40-32 -24 -16 -8 0 8 16 24 32 40 48oc 11 +7 �n ROW Ck ROW _ C 4826 - 4826 1 3+5 0 0 ROW ROW 2 4824 -- 4824 4828 4828 4822 4822 4826 4826 _ SHEET C2.6 OF 14 -48 -40 -32 -24 -16 -8 0 8 16 24 32 40 48 -48 -40 -32-24 -16 -8 0 8 16 24 32 40 48 AS-CONSTRUCTEDCONS'T'RUCTED o CROSS SECTIONS FARMHOUSE PROJECT:06-120 DATE: 1-10-07 I 3 /. FROM CURB MH/INLET PROP. I I i //// ' m PROP. 8" WATER \ // 15" PVC 1 ti6 / I \g z J PROP. 15" PVC 2 1155/332" o N COMBO. MH & INLET #4 Cz•4 I p, TBOC ELEV.=4823.48 n z \ 1 I I \ OUTLET 132" z 1 / `\ 111 ; 1\ 111 ` //• 15"IA2000 PVC PIPE. TAP VIEW 70 DETENTION 1 1 \ 1 L — 50' S = 0.57 T 24" SLOTTED MANHOLE 1 FLOW CONTROL STRUCTURE COVER WITH RING PROP. 8" SANITARY pis c RIM: 482 .0 RIM ELEV. PER PLAN SEWER ,.Loess Pe OVERFLOW p EL: 4821.8 c E 1 I 3 II / II /��\ 1 WEIR EL: 4819.2 ISO CL FARMHOUSE 1 /1 1 I WEIR WIDTH: 0.47" WATER �`oe ' 1S,S•/ I I 1 15" PVC N (NW) 4819.3 ELEV­ 4821.8 I 3 I I/ / 1111 15" OUTNE) 4819.2 'I I 301 �, A 1 15" OUT S) 4819.1 I I 1551\ \ 1 � 1 OVERFLOW 46" DRAWN BY: MMP \1\ 15" ADS PIPE ELEV. PER PLAN o REVIEWED BY:CGB 6.5' \ 1 1 \ 15" ADS-'TEE PROJECT ENGINEER:CGB / y S. 11 7.0' 11 I 15" ADS PIPE WPER PLAN EIR ELEV 63,8"1 1 J DESIGNED BY:MMP 15" ADS\190' BEND \ "7 1130 \ \ \ \ 11 ATTACH PIPE TO BOTTOM OF STORMTECH � I I \ � \ OUTLET I 15" t5" TO DETENTION CHAMBER END CAP (TYP-4)`\ 102" STORMTECH SC-740 m FL ELEV, PER _ s� PLAN 2 ROWS 6 SECTIONS EACH ROW I-_III—III- ,o FL ELEV. PER SEE DETAIL BELOW. c PLAN FL ELEV. 4619.3 COMPACTED 1— \ \ \\ \ \ \ -III=I II„I II III II I ' 2 \� \ CRUSHED ROCK s�a cRnoe SECTION A-'A' VIEW ' W S \ 15" ADS PIPE W/FETS \\ \ I ; 1 DETAIL / o L-12' S=1.5% \ \ \ \ cz.� DETENTION POND OUTLET STRUCTURE Z - OUTLET INV = 4818.8•\ \ \ \ \\ N.T.S. k� b CUT SWALE TO ALLOW Z \ FLOW TO 24" \ \ yR 0-4 (� \CULVERT INLET SC-740 END CAP SC-740 CHAMBER Y 3/4 — 2 INCH WASHED, k� 1 CRUSHED, ANGULAR STONE COMPACTED NATIVE BACKFILL !� I Z FARMHOUSE- AASHTO M288 CLASS 2 I NON—WOVEN GEOTEXTILE\ \ \ y � PROP. 24" RCP WITH PETS. �, \ \ 6" TOP SOIL J ngtib I_ — INLET INV. (S) 4818.50 \ OUTLET INV. (N) 4817.75 \ \ \ L=112' (124' W/FETs) S=0.6s; IIHII—III Bea•o _ 7 III 1 I—I I II III VARIES MI 1 II I II N. R/W `8250 — 1111111 ` \ II—III 3 4 I IIIIIIIIIIII o0 0 00 ^ fig >tl ITI I Q 6" MIN. DETENTION PLAN VIEW —III=II1=11f=III=1 =11=11-III=III=III=III I=11=1 =1 =11 1=11=II= 1 TZ z N SCALE: 1" - ,o' all—I 1=I I I—III—I I-11=111—I I I-111—I 11=III—I I—III=11—I I El I I-1 11=III—I I J I I O I I=1 I—III—III—III—I M I I I-1 1-1TI=1 I I—Tf=111=11= r 0 = 00 SCALE I�I 11 I II II I fl II I i III I I1 II „I H 1-1 1-1 11=1 -1 1-1 I-1 1-1 I H -1 I z 0 5 10 20 �� — — — 3 s 6" 51" 12" MIN. TYP. - MIN. s 1 inch 10' COMPACTED SUBGRADE Y SHEET 2 DETAIL a ��.7 OF ;<$ STORMTECH SC-740 CHAMBER SYSTEM TYPICAL CROSS SECTION DETAIL N.T.S. DETENTION POND A AS-CONSTRUCTED $ PROJECT:06-120 DATE: 1-10-07 i — LR/W— NOTES: � o 1. EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES 7 SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION SANITARY SEWER LINE "B"- PROPOSED B" SOR 35 PVC _ _-- AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT > STA, 11+5997 HAGGERTY LANE HAGGERTY LANE q- HAGGERTY LANE r- 7, -__s==_ GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE m a PROPOSED B" SDR 35 PVC / STA. 17+t6O.5D - / / / LINES WATER, POWER, GAS, STORM, SEWER, TELEPHONE & SS H STA. 15+56.30 = SECTION LINE / -�_ T ( < SANITARY SEWER STA. 1+00 LINE "B"� �— SS H -- - / / TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON rr --T i -7- % -T -r .�-7 S MH #3 /' /'_ / ,T i �� � ' ' ' ' 1 1 _ _ THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. 01L 18' �51 +00 \ 1a+00 \ \ /\ 15*DO _\•� \ I6+00 \� \ _\- 1�+00 2. EXISTING UTILITY DEPTHS ARE ASSUMED, CONTRACTOR TO VERIFY PROP. CURB & C I PROPOSED 10" DIP WATER MAIN �� -w t -� � DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICTS EXISTS w�--_:-80'—w-1 \- `' p'_, --- w -w= ---_- _-_ '_ GUTTER _a _ _-- _�r-�_n-y! �=-"�` -_ - CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO z EXIST. TEL_' . _ _ 1 /! _- T - - - -___ _ p _ - -- z < ,- - STA. 11+13T77 - r / ! /. - - - o --_ -- !- RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. O � 0 ' -� \ EXISTING 10" DIP WATER MAIN ---- - +- - ! ice_ ��s H 1 / �-�� 1 elcl'SY.'P.ia-(TY•P)'r' - �^ - - __� EXIST. GAS -- �'� 1/ �J,1! _ — '+, !' \\y`7� E-rlr(� / / / � 1, °' �_/! ! .—�� ---��'" '� 3. FOR GENERAL NOTES AND DETAILS SEE SHEEP N0. C5.0. � � 3i'�T� /!JI �\ \ \ to I o I M Tam —' �• v PROP. SAWC��' `PROPOSED 8" SDR 35 PVC 1 \/ R/W` I / � �- I 1 1 EXfSLT � STA. 18+68.51 itt MIST. BARBWIRE zo LINE 11' SANITARY SEWER � � I Y�/ - \ \ \ 1 \u I SS H 5 \\ R/W FENCE (TYP) \\ m a �' EXIST. FO \ 1 ; \If7 \ I PROPOSED 8" SDR 35 PVC EXIST. UTIILITY - / �" "� \ l 1 1 EXIST.. GAS \ \ gyp, EASEMENT \ `/EXIST.B" WATER 1l \\ \ 1 SANITARY SEWER LOT 4A-3 _`\ x m v a AT P. GRADE / LOT 4A-1 \ \ PROP. \ \ 5.00 ACRES n 3 w s A7 z111 L '' '' 1.535 ACRESv' o \ p z EXIST BLoc/� IN "B" \\ \\ RT + \ \ 4820 -+m? EX. 4820 SAWCUT, REMOVE AND REPLACE /�/ aio1 R I 1 1 CAP END \ 1 STA. 19+40.38 \ __-_ '.\ O z z EXIST. PAVEMENT AND CURB . // I l \ \ \\ \ SS H 6 _ \ \� \ •\ o BETWEEN SAWCUT LINE AND SIDEWALK, i - 1 � \ 1 \ \ _ \ `` __- _ \ �, z z z ;EX T Nq `.PROP.P5C' \ \ `PVC P. 15" ��` `\ \ / EXISTING MH EXISTING , �, / // i - - -' /_ CL ROADWAY _ 1 X, TEL I EXIST. MH III\ L / / - \ --- --- �\ -I I I \ AT (ZL \ \ I RIM= 4786.14 II\\ 1 /�< �i�/ ' �� - - --- - \�\�'\_ _ 1 - INV-4776.34 \ 1 / i .' :' ^ - --_- -_- ^ "o ! j r ! 481 0 4810 _- - - + PROPOSED 8" SDR 35 PVC I of e m \ \ /// l ` i/ / i, - PROP. 24"\ _ o SANITARY SEWER ! 1 I I SDR 5 pvc m DRAWN BY: MMP \ 1 EXIST BLDG / - O ! ! \ /�'//-- -LOT 4A-2 -/ RCP _ �i\ SS MH +57.14 1 /l 1 /1 // // / +m REVIEWED BY: CGB 5.00 ACRES � ��. '%`R' ,/ STA. 21+07.53 -/ -- OFFSET 29.5 LT) / / / / __ II PROJECT ENGINEER:CGB l l / / / N 3 DESIGNED BY: MMP FAQ€ND� / J PROP 8"'WA� _-PROPOSED 8" SDR 35 PVC / //•// SCALE E ST. 10" W T _ i/ 'SANITARY SEWER / / / SUMED DE H _ 0 2s so roo ( ) //( \ /. // /; / / / -"SLOPE= 1.OZ / 4800 4800 TA. 21+07.53 / / // / m OFFSET 41' (RT) STA. 21+07.53 / / / ,r d � c S MH 8 v / ! 1 inch = 50' CAP END / PROP.,` 1/! / 1 o c e mx �rTTvvl z /• \ I 11 !, /i �/ /i �i { // / // ---PROP. \� ! ! i ,PROPOSED 8':'SDR 35,EVER -- / ��• \ � / / / / /' �� / 'SANITARY gEWER /' oQ /��_11 I 1+00 2+00 `\ \ \ �� �_ / :SLOPE-- 0.57/ i `�j� ��\ 1 44 / SANITARY SEWER PLAN VIEW // __! SANITARY SEWER LINE "B" PROFILE VIEW ® z \ ��A vI \\ \\) SCALE: t" -, 50' - �ays���� HOR:SCALE1" = 50' w o-- VERT: 1" = 5' 0x ui Ma - — -- - m 4840 �y/y �^ N 00 m N Q I^ate � OI I <my r ri n�� N 4810 - — N rn rn PROP. FINI HEp e 0 7o z m p> (F0 m N om m N I{�M 'I II a II ? a� + oa GRADE AT // o `p° y'�"', ze a m omr-z g'zz m�?m` s IIOZ / oLo n�Tsz a+on o ° o_ 4830 NftrZZ F -- ri Insrrzz / a<m Fx�» dx�= rn mtn��zi ,A C� > aS / > / EXISTING G ADE AT CL j v EX. AS 1� 4800 — Mom" Z sue?? o rn��.. ,! z; R0. FINISH D PROP, o a s w p 66`pJ RADE AT CL Ex. uT{{llm �TDI � 8' WA ER E RF,LOC TED PR 18" MIN d� >>� Sp(i •x >> / sY�Uav'oR III A 4 RCP PROP. _ 923 4820 EX. GA i / / PROP 10 WATER _ 78" MIN .72'7 -z 10 0 M ri- 4790 1 EX. T L 2.2 liltLLF OF 8" SDR PVC MATCH POINT / / EXISTI G GRADE AT CE 00 1 3 Z LOPE 811S'R 35 PVC 8"aSOR 3 PVC H %Q I I I I SLOPE a 0 LF OF 0.41 II EX. 18" MIN 8" SDR 35 PVC 68, LF OF 11 2 W TER PVC B" SDR 35 PVC EX. -- ---/ SL LF O B• q'ft-3- 4810 10" WATER 202.2 W y II � OpVC a 66j pNG OF 4780 SLop \ s5 -_ � IUD CON CT TO EXISTING MANHO E. CHIP OUT39ry. CON RETE SHELFAS REQUIRf)D & RESHA E CHA NEL TO ENSURE SMOO H & UNIFOR SLOPE. 4800 000 m l ^M m h N 1 t D N m O m M M O r m N O N M O m '- r1 OIM I++ rM O d Om O� O�� PI M �� mm m0 �� PLO 0. �m V7 ro O N M r �M 9� h O PIS 0. > o0 oN na rno �r nu �o ro� ov �� <rn '6o m� - r n r r v r r v < o mn rca rn az SHEET dZ Pam n nr mf� mn l� mm m[o mm mm mm N a ND � f0 N O Otm m 0 OQ O 00 00 O N m O a d OD m p mm m m Of . r m a _ v a a s a s <e a s v a o e r< a s a s a s C 0. C3.0 of 14 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 SEWER.IAIN SANITARY SEWER PROFILE VIEW HAGGERTY SCALE: AS PROJECT:O6-120 HOR: 1" = 50' VERT: 1° = DATE:1-10-07 5' i �o o ; m m Z J 3 � STA. 11+00.00 W I I I o FlRE HYDRANT ASSEMBLY OFFSET' 6.00' (LT) STA. 18t50.00 W INV ELEV. =4815.0 FIRE HYDRANT ASSEMBLY 8' BURY OFFSET 15.50' (LT) - ARROW BOLT ELEV.=4852,44 RAW INV ELEV. =4831.2 ❑ CITY OF BOZEMAN STA, 11+14.83 W 8' BURY DATUM ELEV. 10 00 x8 TEE ARROW BOLT ELEV.=4868.65 U EXIST FH STA. 11+50.33 W HAGGERTY STA. 18+50.00 -- CITY OF BOZEMAN p U) --T--T—r EXIST/N(i ,10" D.I.P. WATER MAIN 10 GATE VALVE -____- __ - \ DATUM ELEV. w o - - _ -_�0' _ 10 z10"x6" TEE �--r--7 T_ST. 11+00.00 W HAGGERTY LANE —_-7� ,_- _ — \ / 1 10"z 10"x6" TEE T' -r--r - _ 1-- _J/ i_-----STA, 15+71.97 W`_ ff \ \ -�--�-— -- - i -1T�_ - BALL RIGID FOAM BOARD INSULATION v, ZT \ \ 1 \- - / _,/ i �i �� �/ i/_ _10'x10"x8"TEE I /- - - 25' t _ _ ON A BED OF SAND, 6" ABOVE AND ALONG \ r 7- P 10" CL ' -�P CL 1�- \ \ _ --__y _ _ _ THE ENTIRE LENGTH OF THE 6" FIRE LINE. T / `�—---- - - THICKNESS 2"EN _ I PRO DI 51 --"--PROP 10 DI 5 ;C _ WATER MAIN WATER MAIN \ -. \ _ -- -- - s 18+00 W -- WIDTH 4' _ W-- - LENGTH 15,5 d.- '' 2.4•00>W \l_-- 14+[1- 15+00 -y. J� l I \ ! - --- -- --- _ _ _- _- _ 21' ,/ �'1r STA. 18+55.00 W y\� .L'—�--� ��j� �r-/�-r`i- �- - - ,-- _CAP ND — \ EX. CULVERT — �� \1 /l \J-/11I \ ':.TO BE ABANDONED.,.,— I - ryam--_.+�---z fe t � N \ \ 1 R I FIRE HYDRANTASSM'Y ��W/ STA. 10+00 W I PROP. 8" DI C!1 51 = / OFFSET 23.0' FROM TEE CONNECT TO EXISTING 10" WATER I / .0% I MAIN. PR $° DI ICL 511 \ \ \ \ EXIST. UTILITY\ / i \ \ \ EASEMENT \ WATER MAIN IN BURY / CONTRACTOR TO POTHOLE AND YtlATER1MAIN \ \ \ \ \ \ / INV. 182h�18-4827.58 / / I VERIFY EXISTING WATER MAIARROW BOLT ELW.=4-E N \ +71. 8522 ° . '. OF 19. (RT) / CITY OF BOZEMAN 8"x8'X6" TEE / / DATUM ELEV. ii _ I \ I I 'I 1 \ \ \ \ \ \ W I'^ ♦ R1(W \ t \ \♦ LOT 4A,3 INV, T 4 DRAWN BY: MMP 87JJ.60 / // / I \ \ \ \ \ \ RI \ \ ♦\ 5.000 ACRES / '/(J� / \80BY: CGB 00 A6R�5\�\♦ \♦ \♦\ \ \ - \ II \ // // // / .// \ PROI ECTD ENGINEER:CGB SCALE DESIGNED BY: MMP HAGGERTY WATER MAIN PLAN VIEW 0 25 50 100 1 inch 11 50' O C!] T 00 I � O NOTES: 101 ® m o m a o '� 1. EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES h� a SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION w a +N o AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT rn m a + GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE d 4 ag LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & u+i o N io? N t3 TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED _ 4840 ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL 4840 o ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT PROP. FINISHED GRADE AT O y ./ PROP. WATER MAIN — — _ LOCATIONS. � a 2. EXISTING UTILITY DEPTHS ARE ASSUMED, CONTRACTOR TO r VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF a g 6.5' MIN CO ER INS LATIGN CONFLICTS EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN a ,ri - ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN z 3 3 T — CONSTRUCTION. a a 3>,a Mw10 o Ja — m b+i g° o "I d> LXI 4830 3. INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS WITHIN 70' 4830 - z pop N ' +°x + / PRO . WATDER MAIN LE r jO" 11 A OF ALL FITTINGS AND END OF LINE. 3 w d 7 ; " 8" 4. ALL TEES, VALVES, ENDS CAPS AND CROSS' SHALL BE p7 WAFER LINE (Rl MECHANICAL JOINTS WITH MEGA-LUGS. o n o W .5' MIN COVER IpA 5. FOR GENERAL NOTES AND DETAILS SEE SHEET NO. C5.0. a > fz WA ER +�il p 4820 —00 4820 i :z1 w n � -_ MIN- CLEARANCE ,n PRUP. 8" ROP. B" SA ITARY LD W F" �� \W T MAIN RT WER - 4810 Q 7 481 S E SHT C4.1 855.0 Lr 10" D.I.P. CLASS 51 Q WATER I AAIN WITH POLY WRAP a EXIST. 10" I.P. WATER 14AIN M p '�ay c O N O mN a Na � <Na M� Na r N N eNF 1+1 N Md N ,�l "Na] „) NN 1M 1 DN M N r ma m O' Q] <OM M0"l�i „a1 m✓OaI, M Q gq NrmN aD � O w 00 0 Ip 1�, OD 0 O O W a a aa a awaIt, a a �00! S N O OO n N M 9+00 W 10+00 W 11+00 W 12+00 W 13+00 W 14+00 W 15+00 W 16+00 W 17+00 W 18+00 W s SHEET C4.0 OF 14 HAGGERTY WATER MAIN PROFILE VIEW SCALE: WATER MAIN HOR: 1" = 50' HAGGERTY VERT: 1" = 5' AS-CONSTRUCTED 3 PROJECT:06-120 < DATE:1-10-07 i r- o STA. 22+98.54 W �/ \ \ \ \ \ HYDRANT0 ASSEMBLY / /// _-` - r / NOTES: RT / .LVT 4A-2 -_ '- "7 I / \ \ 1 �•\ \,\ \ \ \ \ \\ \ INv ELEV. =a$•} 4820.02 // GOO-1CCRES_ 3 = \1 1 \I \ \\ \\ \ \\ \ \ BURY ELEV=wcr.'c'r 4827.52 ;// --'_ __ �\ I I / / / / / 1. EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES \\ \ \ \ \ \ \\(7.5') STA. 21+4 .98 W---- " \ I I!/ / / \ / SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION o 1 STA.\23+ 6.04\W N \ \ \ ARROW BOLT ELEV.=4856.69 OFFSET 29.50 (RT) Il AVAILABLE TO THE ENGINEER. THE ENGINEER GOES NOT \ \ l l \ \ 'CITY OF BOZEMAN CAP END---- \ I // / GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE \ \ \ OFFSEt 29.90 (RT) \ \ f l I !! \ \\ l 1 \ \ DATUM ELEV. 1 1 1 CAW E58 STA. 21+41.84 W` ! / / LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & \1 I 1 I IN�:�i8E8-5k-4820.SB\ \ \ \ `` i / I- / TELEVISION MAY NOT BE STRAIGHT LINES OR AS INDICATED 1 \ \ \ \ \ \ \ ST 24N &541 W / 8" TEE ) 1 I I I \ 1C i� 11 1 / / ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL 1 \ \ \ B"r18">;6" TES l i \ c� STA. 23+16.04 W \ \ \ \ I I / / / i PROP. 15" /I STA. 0+34.00 W / ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT Z 1 I` 8" CROSS \\ \ \ \ 2+ 0 PVC !8" GATE VALVE y LOCATIONS. z \\ FARMIHOUSE (\ IP 0� '-' R/N, \ -`MI I-�M ' / /+Op !Ir f� 2. EXISTING UTILITY DEPTHS ARE ASSUMED, CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF rn STA. 24 S \\ \\ \ 2 +� ,, .o s / �' S�� W III !/ l 1 CONFLICTS EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN < CAP END ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN BLINSTALL TEMP OW-OFF FOR ♦ \ /�.� \ 11 / �� �/ \ 1 CONSTRUCTION. FLUSHING. 1 1 5'g N / 'PROP. 15;�-N� / / / y� PV I / /--\/ / 3. INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS WITHIN 70' z I / PROP. 24" �-' 4 / / FRCP '� Qv \/ OF ALL FITTINGS AND END OF LINE. / STA. 23µ16.p4 / ; PROP. 8" f .PROP./ / / 1 / SANITARY SEWER. TA./20+00 W 4. ALL TEES, VALVES, ENDS CAPS AND CROSS' SHALL BE Rl /R/W 0�SET pCAIP N / 1 Imo' / / EX. TELEPHONE / 1 " 10%8" TEE MECHANICAL JOINTS WITH MEGA-LUGS. I T CAP END I / / / / / INS/-484&56 g82p/58 / Il i L0T/4A�3 _-EX-GAS ,5.600/ACRES EX,TIBEROPTIC 10e2s vE /-ROW_ HAGGERTY 1 ',oEAs�o - _ _ DRAWN BY: MMP 1\ \ \ \ j /� REVIEWED BY: CG8 PROJECT ENGINEER:CGB DESIGNED BY: MMP HAGGERTY WATER MAIN PLAN VIEW SCALE SCALE: 1" = 50' 0 25 50 100 1 i„cn = so' + z W � a � o 4840 4840 7 EXIST. GRADE AT Sc OF PROP. WATER MAIN v 3 a In '� > 'o mm c W w \ \ N a 3 ao EXIST. UTILITIES TO BE ~ 4830 RELOCATED OCATED BY URVEYOR CO PROP. FINISHED EX. TEL x 4830 + > d (� P OP. 3-12" GRADE AT OF PROP. I NOZ zQ` ADS UTILITY WATER MAI N w X. GAS CULVERTS �,\ I ~i Y To o o mm PROP 24 oo RCP PRO . 15" 4820 - a N- —- — 4820 CFI N w STA. 00 W k- � 8 GATETE IVA VALVE N N Z INV. 4815.2 ROP. B" B DI CL 51 WATER M —_ ITARY PROP. 8" WATERI LINE (RT) 4810 - a�a- � - -- 4810 �yl w J� k� 44 460.5 LF 8" D.I.F. C SS 51 rn a WATER MAIN WITH POLI WRAP tn o_ a c; TTTT N N N l�V C a Z �Fjy����hllm W� m ggppJJ �+ a � rr 24+00 W 23+00 W 22+00 W 21+00 W 20+00 W E Z Orn N M 00 HAGGERTY WATER MAIN PROFILE VIEW = SCALE: HOR: 1" = 50' VERT: 1" = 5' SHEET C4.1 OF 14 WATER MAIN FARMHOUSE AS-CONSTRUCTED 4 PROJECT,06-120 < DATE:1-10-07 i 0 a0 o ; m 3 - FRAME AND COVER TO BE EITHER CAIRD NO. 52441, MCI 305 FRAME, 305A COVER, OR IFCO 772 FRAME. 772-8 GENERAL NOTES: n �7" ,�COVER. COVERS SHALL HAVE 1" PICK HOLES. NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANAON. PUBLIC WORKS MANHOLE RING & TOP SECTION, AND AROUND SEWER STANDARDS WITH CITY OF BY THEBOZEMANN MODIFICATIONS, LATEST EDITION. UNLESS ADJUSTABLE RINGS, A.MOTHEANIDRWSE5:00 P.MEOMONDAY THROUGH RIGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTING 2" MIN., 12" MAX. MATERIAL SHALL BE "RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE 2. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TRAFFIC CONTROL DESIGN z WALL TO CITY AND MDT PRIOR TO PRE-CONSTRUCTION CONFERENCE. COPY OF APPROVED MIN TRAFFIC CONTROL SHALL BE PROVIDED TO DESIGN ENGINEER. CONTRACTOR SHALL 5" PRECAST REINFORCED CONCRETE TO BACK OF CURB ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER APPROVED 5°- CITY AND MDT REQUIREMENTS IN ACCORDANCE WITH THE MUTCD (INCLUDING MONTANA 1 4'-O" MANHOLE RISER & ECCENTRIC CONE INSTALL PLUMB WITH TOP MANUFACTURED IN ACCORDANCE PUMPER NOZZLE AMENDMENTS). ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE WITH ASTM DESIGNATION C-478. FACING STREET PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY. MANHOLE � NEW HYDRANT. MUELLER STEPS AT SUPER CENTURION 250 3. CONTRACTOR SHALL PREPARE AND SUBMIT SEVEN (7) SETS OF BOUND MATERIAL 14�16" CENTERS SUBMITTALS, INSURANCE CERTIFICATES AND CONSTRUCTION SCHEDULE TO DESIGN MIN. 4'-0" CLEAR ALL ENGINEER ONE WEEK PRIOR TO SCHEDULING PRE-CONSTRUCTION CONFERENCE. 0 - AROUND (TREES, HEDGES, INSURANCE CERTIFICATES SHALL BE PREPARED TO MEET CITY AND MDT REQUIREMENTS. - o yUSHES, ETC.) MATERIAL SUBMITTALS SHALL BE REVIEWED AND STAMPED APPROVED BY CONTRACTOR ti w PRIOR TO SUBMITTAL TO DESIGN ENGINEER. JU a 4. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES ELEVATIONS AS SHOWN ADJUSTABLE SCREW TYPE T 48" O VALVE BOX WITH LID WHERE NEW FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR I ON PLANS OR 0.2' ABOVE ? TOP OF CURB GRACE- ( EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO VARIABLE X I ! MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY was a a a w SHELF-SLOPE 1" PER FOOT TOWARD CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO x".ioers CHANNEL (SEE CHANNEL DETAIL) GROUND LINE / ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. _ `-0-m ✓j FLEXIBLE GASKETED JOINT (TYPICAL CURBOSEO 5. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY �^ - FOR PRECAST BASES - SEE DETAIL) EXCAVATION, THE CONTRACTOR SHALL, ACCORDING TO MCA 69-4-501, NOTIFY ALL AL A OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE OWNERS OF CHANNEL=oin.ov PIvE o SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE DRAWN BY: MMP CONTRACT DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ;� ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT REVIEWED BY: CGB IQ FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR N4 BARS r 1=0" c c z THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. PROJECT ENGINEER:CGB PRECAST OR POURED-IN-PLACE BASE. �I 5-4" DIA. POURED-IN-PLACE BASE, MINIMUM CONCRETE 6. PIPE BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES DESIGNED BY: MMP (MIN.) THICKNESS BELOW PIPE IS 8 INCHES. OF TYPE 1 PIPE BEDDING AND BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF --RADIUS OF PRECAST BASE, MINIMUM THICKNESS IS 6 ' CONCRETE 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL THRUST BLOCK— 02221-1. PIPE BEDDING AND TRENCH BACKFILL SHALL BE PLACED IN LAYERS NOT MANHOLE INCHES. ALL BASES REINFORCED AS SHOWN. - TO MAIN LINE SLOPE AT 1" PER EXCEEDING 8" IN LOOSE THICKNESS, CONDITIONED TO THE PROPER MOISTURE CONTENT W FOOT CHANNEL TO GROUT INVERT TO SPRINGLINE AND COMPACTED TO AT LEAST 97%RELATIVE COMPACTION. FULL PIPE DEPTH OF PIPE IF GAP BETWEEN PIPE 7. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED O AND CHANNEL IS GREATER THAN 1/8" JOINT AS REQUIRED PRE-CAST CHANNEL FOR PIPE SPECIFIED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION 5 Z DIA. OF SEWER PIPE PE FLOWLINE SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. �1 L / ,,;i �.,,n%, ,;,,..._ INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL N011FY Fr1 .` UNDISTURBED EARTH-' NEW 6" AUXILIARY GATE VALVE INSPECTOR A MINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR TO TESTING. UQ S SECTION A-A FLANGE JOINT 8. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION MIN. 1/2 CUBIC YARD OVERNIGHT. ALL SUCH TRENCHES SHALL BE PLATED OR BACKFILLED, COMPACTED AND > WASHED GRAVEL- CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. W DETAIL • MEGA LUG OR APPROVED EQUAL JOIN RESTRAINS MAY BE USED IN 9, PRIOR TO PAVING CONTRACTOR SHALL SCHEDULE APRE-PAVING WALK THRU WITH LIEU OF CONCRETE THRUST BLOCK THE CITY AND DESIGN ENGINEER. GENERAL CONTRACTOR AND PAVING CONTRACTOR Z cs.o SANITARY SEWER MANHOLE SHALL ALSO BE PRESENT. C.0.8, STD DETAIL NO. 02720.3 WATER > Ul 3 DETAIL 9. UNLESS OTHERWISE SPECIFIED, WATER MAIN SHALL BE CLASS 51 DUCTILE IRON IN CONFORMANCE WITH AWWA C151. WATER SERVICES SHALL BE COPPER, TYPE K (� NOTE:WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE a FIRE HYDRANT ANNEALED PIPE MEETING AWWA STANDARD CB00. ALL OTHER APPURTENANCES AND PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM C.O.B. STD DETAIL NO. 02660-4 INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM THE EXISTING PAVEMENT OR CURB AND 10 CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND GUTTER SECTION, REMOVE ANBD REPLACE ENTIRE PAVEMENT SECTION PROPOSED PUBLIC MAINS. CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A BETWEEN TRENCH AND EDGE OF PAVEMENT MINIMUM OF 24 HOURS PRIOR TO REQUIRING THE OPERATION OF VALVES. EXT'G STREET 11. CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS SURFACE PRIOR TO BEGIN WORK. �12" � CRUSHED ROCK F ( ) \\\\ \ _ 12. ALL NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE FLUSHED, DISINFECTED rT� 1 ( ) AND TESTED IN ACCORDANCE WITH AWWA STANDARD C651. IT, � SANITARY SEWER 13. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN STALL DETECTABLE WARNIN CONFORMANCE WITH ASTM D-3034, SDR 35. ALL OTHER APPURTENANCES AND W TAPE DETECTABLE 18" MAX. DEPTH INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. TYPE "A' 14. PER DEQ REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED TRENCH BACKFILL AND TESTED PER DEO PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER WITH 24 HOURS ADVANCE NOTICE FOR INSPECTION. MANHOLE TESTING SHALL BE PERFORMED PRIOR TO PAVING AND FINAL SURFACE SLOPING, BENCHING OR RESTORATION. SUPPORT SYSTEMS IN THIS AREA TO CONFORM TO 15. OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES AND PIPING SHALL BE MADE BY I�1 O.S.H.A. REGULATIONS- SAWCUTTING OR CORE-DRILLING EXISTING MANHOLE STRUCTURE, USE OF PNEUMATIC Mraj/i JACKHAMMERS SHALL BE PROHIBITED. CONNECTIONS TO BE WATERTIGHT AND SHALL PROVIDE A SMOOTH FLOW INTO AND THROUGH THE MANHOLE. SMALL CHIPPING 6" HAMMERS OR SIMILAR LIGHT TOOLS WHICH WILL NOT DAMAGE OR CRACK THE MANHOLE TYPE I BEDDING PLACED BASE MAY BE USED TO SHAPE CHANNELS OR ENLARGE EXISTING OPENINGS IF IN 6" MAX. LAYERS AUTHORIZED BY THE ENGINEER. d+ AND COMPACTED THOROUGHLY. SELECT TYPE I BEDDING MATERIAL PLACED IN 6" 16, CLEANINGz. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND � W LAYERS AND COMPACTED AS CLEAN ALL SEWER PIPE AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL. SPECIFIED IN SECTION 02221. 17. LEAKAGE TESTING SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED v 4" (1OCM) FOR LEAKAGE BY CONTRACTOR. LEAKAGE TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS. 3 M TYPE 2 PIPE BEDDING COMPACTED SUBGRADE 18 V INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND N O TRENCH WIDTH= _ L P� E,,, 00 WHERE REQUIRED FOR r O.D. OF PIPE + 2' REPAIR, THE CONTRACTOR SHALL CONDUCT A COLOR TV ACCEPTANCE INSPECTION OF of ` ) SOFT OR UNSTABLE FOUNDATION ALL MAINLINES. THE TV INSPECTION SHALL BE CONDUCTED BY THE CITY OF 8OZEMAN. 'r+ MIN, TRENCH WIDTH=3.5' SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED -SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS. INTO THE PIPE IMMEDIATELY PRIOR TO INITIATION OF THE TV INSPECTION. THE VHS TAPE 5 P AND WRITTEN REPORT SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE. - CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TV INSPECTION. z DETAIL cs.o TYPICAL UTILITY TRENCH C.O.B. STD DETAIL NO. 02221-1 SHED C5.0 OF 14 AS-CONSTRUCTED DETAILS SEWER&WATER PROJECT:O6-120 DATE:1-10-07 i s ti I a � o � m Z J Q J O RIGHT—OF—WAY 7 HAGGERTY LANE L — — — - — — - - - - . — oZ BIKE LANE LEGEND �o PLASTIC O N 6" WHITE O a PROP. 6" WHITE EXIST. EDGE OF PAVEMENT PROP. BIKE LANE LEGEND PROP. 6" WHITE 8' SPACE WITH 4' LWE PLASTIC 0+0 PROP. 4" WHITE EXIST. 4" WHITE PROP 4" WHITE TO REMAIN TOREM N DOUBLE YELLOW P WHITE (TMP) EXIST. 4" DO PROP. 4" WH AI _ --- - Z --------------- --- ----- ---- ---------- ----------- ------ - ----------------------- o � -- ---- ----- ------------ ----------- ----W77- --------- - - O 9+50 10+00 11+00 1 12+00 13+00 14+00 15+00 16+00 17+00 - � 8. F~a--w 1 �—50 12 I W W25 5 - - 30' YELLOW ('-I CURB PAINT Z� * Hms h/ - 1oo' — �I _ — I m R3-17 e 11 _ U925 PE PROP, CURB AND GUTTER R"08 PROP. 8" I1 ®I (R7-1R4") Q (12"x18") ti WHITE PLASTIC �' EXIST, a5 MPH � 12" � � SIGN. PROTECT IN PLACE 1 ! g' 0 1 DRAWN BY: MMP R3-17o R3-17 1 I PROP. 24" WHITE TC":' REVIEWED BY:CGB (30"x12") (30"x24") RIGHT-OF-WAY PLASTIC q' _ — — . PROJECT ENGINEER:CGB SCALE lc ;irrwawc DESIGNED BY: MMP xo0 15 30 60 nw a n�weOPm i inch 30' R7-1R A R7-iL(12"x18") u (12"x18") "x30"} (y UQ HAGGERTY LANE SIGNING AND STRIPING PLAN FARMHOUSE LANE W REGULATORY SIGN BLANK AS PER STA. 9+50 TO STA. 18+00 SEE C.O.B. STANDARD MUTCD STANDARDS, SIZE AS FLAT BLADE STREET NAME SIGN SPECIFICATIONS SECTION SPECIFIED ON PLANS BLANKS MOUTNED BACT TO 09810 2.2 FOR SIGN SIZES ® a BACK ON POST 2' P4 MIN. 10 2 MIN.'{ 2" PREFORATED �d M SQUARE TUBE POST " U] HAGGERTY LANE (TELSPAR OR APPROVED EQUAL) A RIGHT-OF-WAY APPROVED MIN EXIST. 4" WHITE PROP. 6" WHITE (~ TO REMAIN EXIST. 4" DOUBLE YELLOW PROP. 6" WHITE W W TO REMAIN O _ LPROP. 4" WHITE O 1 EXIST. EDGE OF PAVEMENT PROP. 4" WHITE - °Q J --- -- --- ---- ---- -- -- ---- ------- --- -- -- ATTACH SIGNS TO POST WITH 3/a DRIVE RIVETS ( IN 2 PER SIG }------ - " ....... - "... .. - . .... "'... --- ----- --- - ......... . ......... .. ......... .. M N— Z00 19+00 20+00 21+00 22+00 1 23+00 2 W - :- : ..... :„.....«M..+::..,: :..p- ::«::....« +h: :..-,,.»...»+...::H.:: ::..�:......F.......:...: °W:: - -- ::a............�........._:..:: 0, 12' STREET MARKER SIGN REGULATORY SIGN �m I- - 50 - -I to Q -- W W - - --- - - _-- 2" PREFORATED SQUARE TUBE POST (14 GAUGE) r Z W o J PROP. CURB AND GUTTER H /I► 100' o FASTEN POST B SLEEVE WITH GE. CORNER BOLT b �� ° (A325) 1 kt" ABOVE FINISH GRAGE. INSERT BOLT � ^' FINISHED GRADE HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. U 2.� I ° INSERT DRIVE RIVET INTO OPPOSITE SIDE. [W-i r- Q R3-17b R3-17 .2 --- (30"x12") (30"x24") 4" _ kd A U7 00 — — — — RIGHT-OF-WAY — —— — __ _ _ _ __ a W M SCALE S U X 3U 12 GAUGE NON-PREF(TELSP A SQUARE TUBE SIGN POST SLEEVE (TELSPAR - 0 15 30 60 "QUIK PUNCH" OR APPROVED EQUAL) oo''yy 1 inch = 30' ALL SLEEVES POSTS SHALL BE INSTALLED 24" 0 WR PLUMB. INSERT SIGN POST 18" INTO SLEEVE rn 00 An M-4000 CONCRETE ANCHOR HAGGERTY LANE SIGNING AND STRIPING PLAN Q STA. 18+00 TO END NOTES: z SIGN POST FOUNDATION DETAIL SHEET 1, ALL PAVEMENT MARKINGS SHALL BE PRE-FORMED PLASTIC TAPE tI PER THE CITY OF BOZEMAN STANDARD SPECIFICATIONS. C6.0 OF 14 2. ALL SIGNS SHALL COMPLY WITH THE "STANDARD HIGHWAY SIGNS" o SIGNING&STRIPING BOOK (FHWA) �I)ETAI]L AS-CONSTRUCTED n I-IAGG�ItTl> ca.o SIGN INSTALLATION STANDARD NTS PROJECT:26-120 f DATE:1-10-07