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Home My WebLink About2017 Olive & Church Street Reconstruction Project ... ,,,�; KELLEN M. i t GAMRADT - _- -'d' No.40758PE 2017 OLIVE & CHURCH STREET RECONSTRUCTION PROJECT IIIIIIII,I,,,,, DRAWN BY: KMG CHECKED BY: CITY OF BOZEMAN MONTANA APPROVED BY DATE: 12-05-16 ' m � a MARCH 2017 z rn c W y u RECORD DRAWING 6 GENERAL NOTES LEGEND ,� ,� EXISTING GAS LINE I. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE TIONST PUBLIC WORKS O F O a STANDARD SPECIFICATIONS, 6TH EDITION,AND THE CITY OF DO INCLUDING N MODIFICATIONS TO THE S,AND A PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION, INCLUDING ADDENDUM$,THESE PLANS,AND THE MM �q �y CONTRACT DOCUMENTS. so EXISTING STORM DRAIN W W O Z w P L ^` 2. THE BASELINE SURVEYING FOR EAST OLIVE STREET WAS DONE IN 2014 BY MORRISON MAIERLE, INC. �Ty Q a 4F 1ai SURVEYING ON SOUTH CHURCH AVENUE WAS DONE IN 2016 BY MORRISON-MAIERLE, INC.AND COMBINED w O p o _ WITH THE EAST OLIVE STREET SURVEY DATA. SURVEY ON SOUTH BLACK AVENUE, SOUTH BOZEMAN AVENUE EXISTING WATER MAIN N AND THE ALLEYWAY BETWEEN SOUTH ROUSE AND SOUTH CHURCH AVENUE WAS COMPLETED IN 2017 BY 883 SANDERSON STEWART USING CONTROL FROM THE EAST OLIVE STREET SURVEY.3 THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE AND THE EXISTING WATER SERVICE ~yzw CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTON.THE CONTRACTOR IS RESPONSIBLE T T U w p �. FOR UTILITY LOCATES PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS Fq ' NECESSARY TO PROTECT EXISTING UTILITIES. EXISTING TELEPHONE LINE W p p 4. EXISTING WATER LINES SHALL BE FIELD LOCATED PRIOR TO PLACEMENT NEW WATER LINES. oXP �e x a C/ � ALIGNMENT OF NEW WATER LINES MAY REQUIRE MODIFICATION AS PART OF THIS PROJECT BASED ON E� IINDEX ACTUAL FIELD CONDITIONS. EXISTING OVERHEAD POWER Co. 5 ADVANCE NOTICE SHALL BE GIVEN TO ALL AFFECTED CUSTOMERS IN ACCORDANCE WITH THE PROJECT y SPECIFICATIONS.TEMPORARY WATER SERVICE SHALL BE PROVIDED TO ALL CUSTOMERS AS SPECIFIED IN w ur EXISTING UNDERGROUND POWER 'TEMPORARY WATER SYSTEMS"-SPECIAL PROVISIONS. COVER SHEET Cl 6.IN MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND 1.5 FEET VERTICAL SEPARATION SHALL BE EXISTING SEWER MAIN p CD SURVEY CONTROL SHEET Cl MAINTAINED BETWEEN THE NEW WATER MAIN AND EXISTING SANITARY SEWER MAINS OR STORM DRAIN � � � MAINS, UNLESS OTHERWISE SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. w II 2 LIMITS OF DISTURBANCE G2 7. ALL FIRES HYDRANTS REMOVED SHALL BE SALVAGED TO THE CITY OF BOZEMAN WATER DEPARTMENT. sss EXISTING SEWER SERVICE E.OLIVE ST,WATER STA. 0+00 TO 5+20 W1 �Ia OpN' 8. MAINTAIN A MINIMUM OF 6.5 FEET OF COVER OVER THE NEW WATER MAINS.WHERE MINIMUM COVER E.OLIVE ST.WATER STA. 5+20 TO 10+50 W2 CANNOT BE OBTAINED, PROVIDE INSULATION BOARD AS DETAILED ON THE PLANS. EXISTING CATCH BASIN E.OLIVE ST.WATER STA. 10+50 TO 14+10 W3 9. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW WATER MAINS UNLESS THE ENGINEER AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE CONDITIONS ARE ENCOUNTERED. CROSS STREETS WATER S. BOZEMAN, LINDLEY,ROUSE W4 ® EXISTING CURB STOP VICINITY MAP 10. THE WATER SERVICE LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL E. OLIVE ST. SEWER STA. 3+60 TO 9+40 S1 VERIFY THE LOCATION AND DEPTH OF EACH SERVICE PRIOR TO INSTALLATION OF THE NEW WATER MAINS. E. OLIVE ST. SEWER STA. 9+80 TO 14+40 S2 11. THE SANITARY SEWER AND STORM DRAIN LINES SHOWN ON THE PLANS ARE LOCATED EXISTING WATER GATE VALVE °C'i A APPROXIMATELY. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH OF THESE LINES,WHICH ' Birch o VARY IN SIZE AND COMPOSITION. U Birch St. St. Sf S CHURCH AVE SEWER STA.0+00 TO 4+00 53 EXISTING FIRE HYDRANT rTl ' 7 o TRUNK SEWER MAIN STA.0+00 TO 4+67 S4 12. TRANSITIONS TO MATCH EXISTING WATERLINES MAY REQUIRE SPOOLS,COUPLINGS,OR OTHER FITTINGS W Hemlock St O h TO COMPLETE CONNECTIONS. EXISTING WATER LINES VARY IN COMPOSITION AND MAY BE D.I.P.. C.I.P..OR I� e �t OLIVE& BLACK SEWER ALTERNATE S5 OTHER MATERIALS.ALL JOINTS THAT ARE NOT SUBJECT TO THE PRESSURE TEST SHALL BE VISUALLY O � Juni er o° ( INSPECTED UNDER LINE PRESSURE BY CITY OF BOZEMAN PERSONNEL PRIOR TO BACKFILLING. {x EXISTING STREET LAMP ��// ' Juniper St ❑ T I� St. St STORM DRAIN IMPROVEMENTS SOUTH BLACK AVE SDI 13. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON THE PLANS OR IN P4 ' amora CK St` z STORM DRAIN IMPROVEMENTS EAST OLIVE STREET SOB THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OR HIS REPRESENTATIVE a �,. PRIOR TO MAKING ANY CHANGES IN THE WORK. �$ EXISTING SEWER MANHOLE ' ❑❑As en SL �� SF STORM DRAIN IMPROVEMENTS SOUTH BOZEMAN AVE SD3 14,THE CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY FOR HIS WORKERS AND THE PUBLIC. Zy Aspen BE Ll �❑❑❑❑ �❑ STORM DRAIN IMPROVEMENTS SOUTH CHURCH AVE SD4 ADEQUATE SANITATION FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR FOR HIS PERSONNEL. 4 EXISTING STREET SIGN O ' E.OLIVE ST, IMPROVEMENTS STA, 0+00 TO 5+40 Rl 15.THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM DAMAGE DURING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. P e a c W ❑❑❑❑❑❑❑❑ E.OLIVE ST. IMPROVEMENTS STA. 5+40 TO 10+60 R2 RIGHT OF WAY FT�❑❑ ❑� - 16. EXISTING PIPE THAT IS ABANDONED IN PLACE SHALL BE CAPPED OR PLUGGED WITH CONCRETE AT ❑❑ g St. E.OLIVE ST. IMPROVEMENTS STA. 10+60 TO 14+60 R3 ALL OPENINGS. 6' C Sh St. 90 S.CHURCH AVE. IMPROVEMENTS STA. 0+00 TO 4+00 R4 17. LEAD WATER SERVICES UNCOVERED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH PROPOSED FIRE HYDRANT H W a Q Fridle T St o0 1"MINIMUM COPPER SERVICES UP TO THE CURB STOP. z M INTERSECTION DETAILS BLACK, BOZEMAN, LINDLEY,ROUSE R5 F4 Vill° St.❑ 's ❑❑� S!` 18. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES AND MANHOLES TO FINAL GRADE UPON PROPOSED WATER GATE VALVE �] Z DOvi St �J _ SIGN AGE E.OLIVE STREET SX1 COMPLETION OF ALL CONSTRUCTION.ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY ❑❑❑❑�� ❑ Z a V -N THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. B St. SIGNAGE S.CHURCH AVE SX2 Z Q W e St. �� DIRECTED ALL BACKFILL FOR UTILITY TRENCHES SHALL D 'TYPE A' UTILIZING TYPE 1'BEDDING UNLESS W/V.B. WITH VALVE BOX. , ❑�� SW PIP SWi DIRECTED OTHERWISE BY ENGINEER. SPECIFIED BEDDING SHALL BE FROM 4"BENEATH THE PIPE TO 6" O W ❑❑� I,, �� ABOVE THE TOP OF PIPE. (SEE MPWSS STD. 02221-1). THE COST OF THIS ADDITIONAL BEDDING SHALL U O ❑❑ FIBER OPTIC CONDUIT ALTERNATE F01 BE INCLUDED IN THE UNIT PRICE BID. PROPOSED 8"WATER MAIN O ��❑❑❑❑❑�❑❑❑� F WATER DETAILS SHEET D1 20 THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT HIS W HIS EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BYIT THE ENGINEER. PROPOSED SEWER MAIN ©� O k St. ❑�❑❑❑�� ° ROAD,STORM&BORING DETAILS SHEET D2 EROSION AND STORM WATER POLLUTION SHALL BE CONTROLLED IN ACCORDANCE WITH THE APPROVED Babcock St.v a' Babc ck J�' STORM WATER POLLUTION PREVENTION PLAN. L ❑FA FA ❑El CONTRACTOR SHALL MAINTAIN SERVICE ALL EXISTING UTILITIES. IF SAID SERVICE — PROPOSED STORM DRAIN [A LMDAMAGED, W Olive St Olive DAMAGED,THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT CONTRACTORS EXPENSE.E. SD SD 22. ALL UTILITY CONDUITS SHALL BE BURIED A MINIMUM OF 24"FROM FINISHED GRADE WITH TYPE A _❑��❑�Curt s St.�`❑❑� < - Curtiss St.m UEO ,(, SERVICE LINE KEY BACKFILL, UTILIZING TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. ALL LOCATIONS ARE UCH UC PROPOSED UTILITY CONDUIT ❑❑❑❑❑Koc �� ° oss 0 WITH VALVE BOX. SHOWN APPROXIMATE AND SHALL BE FIELD FIT AS DIRECTED BY ENGINEER. [I El Stor St ❑ �� m l 99 23. WHERE NEW PAVEMENT IS ADJACENT TO EXISTING PAVEMENT, . TACK 6"MINIMUM (OR E DIRECTED PROPOSED SPILL CURB CI1 Bogert PI. g McAdow BY ENGINEER) FROM THE EXISTING EDGE TO PROVIDE A BUTT JOINT. TACK THE SAWCUT EDGE WITH °9 CSS-iH OR SS-1H EMULSIFIED ASPHALT PRIOR TO PLACING THE ADJACENT NEW PAVEMENT. ADDRESS Story St. 7 24. ALL PROFILES REPRESENT EXISTING GROUND(DASHED LINE)AND FINISHED TOP OF CURB ALONG PROPOSED CATCH CURB ❑ Dick rson St. ❑D El El❑ - 6) THE ALIGNMENTS INDICATED ON PLANS. O ��❑❑E❑� = PROPOSED WORK YZXIN // \\ 25. ALL DISTURBED AREA SHALL BE HYDRAULIC SEEDED BY THE CONTRACTOR AS DESCRIBED IN THE FINISH GRADE SPOT ELEVATION AREAS Ellis St. SIZE— `MATERIAL TYPE CONTRACT DOCUMENTS. FG ❑❑Codll St ❑�❑❑ m —UNKNOWN ? = UNKNOWN 26. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL BE C=COPPER PRESERVED AT ALL TIMES IN ACCORDANCE WITH THE SPECIAL PROVISIONS IN THE PROJECT MANUAL. DETECTABLE WARNING SURFACE St. ❑D❑❑❑❑ C.I. =CAST IRON ��FFyy�I�I D.I. DUCTILE IRON SHEET N0. 1 ��JA�G[2❑ Ice Pond Rd. L= LEAD GAL=GALVANIZED C CI V an S O.S. =I OUTSIDENSIDE OPERTY PROPERTY Arth St 0❑❑ Cleveland �� ' Q OF 27 u1N,T�A1bq.,,,, KELLEN GAMRADT No.40758PE> \ //II111111111111\\\\1\1 RECORD DRAWING DRAWN CHECKED BY: APPROVED BY: DATE: OF w g w � T- �'_-•ems,- -'-lh 7 '1' ■R -, CP"AC" Z .77 SET REBAR .� � r' `��• � MARKED N S� MORRISON-MAIERLE,INC. 5 m N=524610.263 E=1577537.789 I W EL=4795.22 V 2 z I O I 6 �l O LU Q O \ W N p CP"AC" I M SET REBAR W/AC W W MARKED - i/� MORRISON-MAIERLE,INC." " VJ N=524302.676 - D z E=1576078.095 k CP"AC" O E- EL=4798.00 1 _ SETREBARW/AC N p. / MARKED LL MORRISON-MAIERLE,INC. ,^ N=524284.062 V J CP AC E=1576785.015 .. • ' SET BE EL=4800.22 * PROJECT BENCHMARK MARKED N (h MORRISON-MA152427 - 679, T E=15774796 77 88 y $ J / 1� -_ • I \ I I_ - k I EL 4796H8 — rT Mi — — — — — — — — — — E OLIVE STREET — �— � --------- dKV �- P4 XX 1 � CP"AC" - ^ SET REBAR W/AC MORRISON-MAIERLE INC. CP"AC" N=524242.863 J SET REBAR W/ACM C E=1576487.151 MARKED EL=4799.54 MORRISON-MAIERLE,INC. _ O N=524237.794 -- ' E=1577038.382 HH W EL=4799.53 E-I a J Q Z ! a? E E- —ram J E- O 0 1 . - O W w _ W w cn - W W V SHEET No. 2 OF 27 �1 c ♦ . - --_� _ ��s��®� ��'�� ►� .is�� _ �♦♦♦�®�� tee• .- • �eeeeee DRAWN BY: KMG CHECKED BY: APPROVED BY: DATE: 12-21-16 Owl Nor E. ►�,; - ��= +��®� ♦� --..s� ♦�a ®►� , °"� ,�:� ��'�l��t: -.. �-•" �'�i�.��- � �►� - -_ ,�i��'®♦�?' ;- -i� - ■ MAP MAMMON IVA • as aw" OWN ►�♦ � � — _ _-�-�.�.__�r�ate_� .. _ PG .41 ��u0 3 ��anunT n°mluiiiiiiioi e -�*,..,• ,...,.. CONNECTED TO EXISTING 12' VALVE(A.B.) A 0+19,INSTALL 12"x8'MJ TEE GAM KAIVIRADT F SEE SHEET"W4"FOR WATER MAIN PROVEMENTS ON S.BLACK AVE. STA 1+34 CONNECT t NO.40758PE =\ p m STA 0+04 CONNECT TO T� 3 o EXISTING C.I.MAIN W/ I W , ,,,r,,, EXISTING SERVICE LEFT ° w ``%.ts�„C,ENS.•' it I(RNAL�rO`•• eNGRETEXIST.(2)J..SVCS COUPLED STA 4+75 CONNECT TO N �OI�I�IIlnnpppnlll��\ STA 2+73 ABANDON ANY ADDITONAL PIPE&COUPLINGS 4 TOGETHER @ CURB STOP EXISTING SERVICE LEFT O REQUIRED TO COMPLETE THE REPLACED W1 1"Y COPPER SAC (A.B.) N DRAWN BY: K7JC STOP SER(A.BVICE LEFT 1. CONNECTION SHALL BE m NEW CURB STOP(5'6"BURY)(A.B.).) EXISTING p + CONSIDERED INCIDENTAL TO THE '.0 p CHECKED BY: STA 0+62 INSTALL CONNECTION STA 1+59 ABANDON 12"MJ GATE VALVE W/V.B. EXISTING SERVICE LEFT Q APPROVED BY: (AB.) (A.B.) 119 E. 121 E. STA 3+531NSTALL N DATE: 120 S. STA 2+48ABANDON BLOCK ISTING SERVICE LEFT OLIVE "? ,L VE 12"MJ GATE VAA BE W/V.B. OLIVE E. GB (AB) I ( ) OLIVE O 4 Z 'm o r � 0+ 1+ 2+00 p o P — p 0 2"STEEL GAS ° 11.0 I 4796.50 T.O.P. SD/ E. OLIVE STREETDN py I ° o m g BT BT-_,,, NG NG NG —N NG N NG NG NG NG BT B NG NG NG NG BT BT BT BT II BT BT BT BT BT T 1B R y —dH0 dHO�['iX \ —, 4 ——— )Ill B a _ii z° A.6.) S� +83 ABANDON 1 W 06 E. STA 0+23,INSTALL 12"MJ TEE OLIVE \ STA IN "x4" EXI ERVICE RIGHT / OLIVE f SEE SHEET"W4"FOR WATER MAIN MJ TEE, 6 LF 4"D.I P.SERVICE LINE I (A.BJ 3/4"C pm Z IMPROVEMENTS ON S.BLACK AVE. 4"MJ GATE VALVE W/ .B.&4"PLUG W/ I STA 3+71,INSTALL 12"x8"MJ CROSS Z I QI 2"TAP&BLOWOFF ASSEMBLY i SEE SHEET"W4"FOR WATER MAIN STA 4+73 CONNECT TO SEE C.O.B.STD DETAL#02660-7 IMPROVEMENTS ON S.BOZEMAN AVE. Q o EXISTING SERVICE RIGHT o M Q STA2-GQINSTALL 12"x6" i A'B') B V MJ TEE,36 LF 6"D.I.P.FIRE LINE w N w 6"MJ GATE VALTAP VE W/V.B.&6"PLUG W/ _ F� STp O O Y STA 4+09 INSTALL U SEE C.O.B.STOD DETAIL.#0 660-7 WOFF ASSEMBLYz— -N I` 12"MJ GATE VALVE W/V.B. EXI: (A.B.) p IrJ-1 P. O 6 d I O z i z m v� RECORD ° _ � Wo Scale: 1"=20' z a cat Fti � of � � i 0 10 20 40 I W 0 w z E- x UKAVVIINU a I I I I PEA EIACKFILcA Ill iil �o S rA 0+ -5+20 INSTAL 516 LF HORI .SCALE.1"=2 z 2"CLS D.I.P. o 00 4602 a - RES RAIN LL JOI TS VER .SCAL :1"= 4802 o 00 w 2 z I � j z 30 N Y S Y Y a I F z w o m F = 41 w 4800 >' U m to C7 _O W EXIST NG GRA E 4800 > N O W fn W rr ll X x N v V ¢ Z N F Z FINIS GRADE Z > Z U,- U W > wF -z O U O —x \ U' m W �22 z X w X n > �O W t7 w O > Oa ¢ y z N 4798 - F N - rc F J U 'n J - > v w rn 4798 Lo p Q z ti ?¢ m3 y wig w 0z �_ m °'3 oLL u z J� 4796 `$ w y w rn w a " m o w f rn p o W 4796 F Z >ep mowed z O ¢ ZH W N U t~/l N3 O x U W W] JKfG O Z F WN Z V Z �I z+ mj ¢uj IIXj ¢ Z :xm ¢ J^+ EW O 0;3 za3 o m 8"MIN.,n ¢wN a rn ¢ 2 ti 18"MIN ¢ �> $O> Z ¢ �+y f~il fwn0 18"MI F 18"MIN h z 4794 y S `v c7 +m Cl ¢ N F 1n SE RATIO TYP. — Q 4794 rNV d un J ¢J� ¢ ¢ rn — E-E N ¢ N — O W 4792 STA 3+89,15 STORM ING 4792 ® d O STA 0+39,15'DIA.ST M RING INV. 4794. 18 MIN, W 0 OBT INAMI IMUMO 6"VERTI AL EPARA ION P. N SEP RATION FROM T E WATE MAIN PRO DE IN TION W W &P OVIDE F OWABL FILL,MI.10'EA IF OEP H OF C ER IS rV > F SID OF EXI ING STORM XIN & LESS THAN 6. (TYP.) L V^^�� — E 4790 4790 a MID 1EIGHT F STORII DRAIN F11PE L O STA 3+0,6-VCI SEWER XING C-' INV.=4 9.70 W W U' STA+34,6' PSEW RXING 4788 INV. 4791.76 4788 L W OBT IN A MIN MUM OF'VERTI AL L� SEPI RATION ROM TH WATER MAIN SIDE OF EXIS ING SEA ER XING FULL WIDTH I F UTILITI TRENCI TO 4786 MID EIGHT WATERMAIN d o �o 0 0 o d C. 4784 4784 yy yy SHEET No. 4 1� Oi �O �O> Oq O� �I� �<D NN NV 00 th lh to NJ Mlh NCJ NO NW �pN MN NCO N)t0 Nh NIA N� NNw Nm m� m� mr �r ON OiN ON ON OIL NO> NN �2O� �1 ON OV Oi v1 OiN OHO ODD Oh �11 0� 101 th0 th0 MO n6 16^ ^ ^ mm mm mrn mm mm ^rnmm mm mcd mm rnrn ^m rnm mm rnrn ^m rnrn ^rn mm mm mm ^m ^m ^m mm ^m mm mm ^m mm mm C6 mm ^rn ^m ^m mm ^m m6 ^m mm rnrn mm mm mm mm v v v v vv vv av vv vv va vv vv vv vv vv vv vv vv vv vv av vv ao vv av vv av va vv vv vv vv vv vv vv vv vv vv vv vo vv vv vv va vv vv vv vv vv vv vv av vv vv vv vv 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 OF 27 I p,T unnlllru��r r nu 3 � � �occ000nm °pvo,� W - KELLEN M. ` Ld STA 9+51,INSTALL 12"MJ TEE& _ GAMRADT = STA 7+86 CONNECT TO 12"x10"REDUCER EAST SII'�A 10+18 ONNECT TO - U) (EAST) EXISTING S RVICE LEFT -b3 N0.40758PE SEE SHEET"W4"FOR WATER MAIN ( s) ig 2e A E EXISTING SERVICE LEFT W /�O,c,r°- LU (A.BJ IMPROVEMENTS ON S.ROUSE AVE. I w T{,.. W STA XISTIN CONNECT TO A B STA 9+17 INSTALL (A.B) 3 i w STA 10*LVE W/ALL ��ir��J� N (A B) STA 6+74 EXISTING SERVICE T TOO STA 7+55 CONNECT TO (A7 I /� O URAiT1V'BY.••I N EXISTING SERVICE LEFT 10"MJ GATE VALVE W/V.B. EXISTING SERVICE LEFT nIALI"0 KMG O 12"MJ GATE VALVE W/V.B. i STA 7+27,INSTALL 12"x8"MJ TEE, FT + (A.B.) 3 LF 8-INCH D.I.P.& In STA 8+31 CONNECT TO I CHECKED HY: CONNECT TO EXISTING 8"G.V. W STA 6+50 CONNECT ET EXISTING SERVICE LEFT Q RESET EXISTING VALVE BOX APPROVED BY: V) EXISTING SERVICE LEFT (AB) 227 E (A.B.) I N 213 E (A.6.) 219 E. 223 E. OLIVE 301 E. DATE: 12-6-16 OLIVE 3/4"? OLIVE STA 8+34 \NECTTOLVE OLIVE / W 3/4"C 3/ OLIVE IVE 403 E. W OHP HP P J oECrc N —6+00 — _ OHP — OHP HP OHP `J(I,1PI H 04 — — — — — + W —NG N I 7 \ E. OLIVE STREET — — F SD SD SD SD SD 18 NG NO NG NG NG BT BT ON JI I T BT BT BT T — — BT BT 5 DN ONE DN ONE N ON DNS DN D — ON ON DN N z dH z° 210 E. 18 E. 4 X ,= E X OLIVE om OLIVE W c� 3/4"C 314 E - . m U OLIVE E 10+z7(As.) a LEAD 4'"GALV. STA 7+08 INSTALL 3/4"C STA C7+Q11NST(LLL "MJ TEE REPLACED TO CURB REPLACED INT 12"MJ GATE VALVE W/V.B. STA 9+07 CONNECT TO 3/ QI N STOP(A.B.) 0 HOUSE(A.B.) W STA 7+64 INSTALL EXISTING SERVICE RIGHT 9 LF D.I.LEAD PIPE 8 m STA 6+01 CONNECT TO (A.B.) 12"MJ GATE VALVE W/V.B. (A.B.) BURY HYD ASSY LEFT o u� JEX,.TA -+ CONNECT TO EXISTING SERVICE RIGHT (A.B.) ( ) STA 10+59ING SERVICE RIGHT CONNECT TO 9+6(A A - W STA9*30JNg TA L 12"22.50° STA16+23 EXISTING S J� MJ VERTICAL BEND& �+86(A.B.) 24-(A.B.) EXISTING SERVICE RIGHT O p i• o d CONCRETE GRAVITY BLOCK ST D91 END 28"-STEEL CASING a P7 6 -L��.I"/'/ g+63((A.B.77 SEE DETAILS SHEET"Di" d 2i STAB+43.INSTALL 12"22.50° J MJ VERTICAL BEND STA 10+11 INSTALL 10"22.50° 9+66,END 24"(A.B.) MJ VERTICAL BEND STAI-53;�STEEL CASING w NOTE:M CY OF FLOWABLE SEE DETAILS SHEET"137" FILL&APPROX.70 BAGS OF BENTONITE STA 9+91 INSTALL 10"22.50° O 0 PLACED AROUND THE ENDS OF THE MJ VERTICAL BEND Scale W : 1"= 20' o CASING AND AGAINST THE BRIDGE a I) RAWING S DECKWALLS SEAL OFFTHECREEK. z O m I /� THE EXISTING 12"WATER MAIN WAS IN ABANDONED IN PLACE JUST ABOVE THE RECORD 0 10 20 40 wZ W G7 -'1 NEW STEEL CASING(A.B.) W O N W N x z TY EAB CKFIL F x 3En 1 ORIZ.SCALE:1 =20 422F12" L5D.I.D.I.P. VERT.SCALE I =2 108 F 10" 51 D.I. . 4804 > az J = Z WN 3 448B0O4 In O 0S°Vo� "QL cb~oCIDW 4802 ILL, 7 4802 (WW > n0 z W ISTINGRDE E- t4P� o 4600 NQ~cQ� WK?wwZ � mz� LOZV~O x a > W Z �Z0 4798 W I 4798 W p x Ju J + H O Z OU xx 10 'i O W 4796 $ 4796 ++ CULVERT 18 N. o yo < iz z WoCCF+Ji ZEzo E- p 0 U W 47944794 Ts s+ a,F ¢ ss ti- -'�II pLOTSJII ss 2.6°DE ECTION W 4782 PRO IDE INSU AT ON O ATTEE 4792 W OLESS THAN 6. (TYP.) sss SSS SEED rAI LSHE T"131" QZ Z W 2.6° EFLE ON I--i Q ma 4790 ATV ME 4790 W E-F 2. MIN. NW (/] 4788 4788 a--I 4788.8(A.BJ 4786 w = < < m ? 24"( B.) STA 9+53-+88 AD T HEIG T AS N CESSAR N --4766 /Ol o o o O u INS ALL 35 LF TEEL C SING TO P OVIDE MIN. LEAR B WEEN y 0 O S E DETA L SHE D-1 z_0 _- SHEET No. 5 4784 y y y 4784 N� n10� [h ONi [ MO MO O� O� YIN raN f0y NM �y nl7 r O� 'V y 01 yN I� raN N �m nl•1 I� y y m Ism Nm mn mm VC1 m I� ym V h N ) t7 V ITV ITV ra Wt7 �t7 NN Oi t7 Ot7 Oi t7 OiN OiV OiN �N INN NV my Hty raN ON O� O� 00 [hm [ham NN NNm �!� �m Nn ON Nm N� Nm Oi Nm mm NN INN NV ra t7 HN O� N� [h0 m 6 m m m m m m m m ai ai ai �ai m m m m m m m m m m m m ai ai �m m m m m m m m m m m m m m m m m m m m .6 m m �m m m �m m m m ai aim ai ai ai of ai of ai of m u ai of ai of �m ai of ai of ai ai aim m m of �m i of i of i�c ^� rm h0 rm vv ev vv vv vv av av av ev vv vv av vv av av vv ev ee av av av av W4 a4 a4 ve v4 v4 ve a4 e4 v4 e4 v4 a4 av a4 a4 v4 v4 ee av e4 ee vv vv av vv a4 vv v4 vv vv ee ev ev vv vv 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 OF 27 N s IINnirlllmm.. W [ 75 N NoA 08PE [Y STA 13+95 INSTALL 8"x6" LLI EXISTING 8"SEWER MAIN MJ TEE&CONNECT TO EXISTING \\ N PROPOSED 24'SEWER MAIN p / 6"D.I.HYD.LEAD PIPE LEFT W/6"SOLID SLEEVE + ANY ADDITONAL PIPE&COUPLINGS 3 Q O REQUIRED TO COMPLETE THE- T �� Illllllllmll N CONNECTION SHALL BE DRA + CONSIDERED INCIDENTALTOTHE U p STA 12 03 CONNECT TO CONNECTION ,y CHE K BY: KMG LL CHECKED HY: EXISTING SERVICE LEFT 6'SOLID SLEEVE STATING CONNECT FT 12+20(A.B.) (A.B.) APPROVED BY: Q EXISTING SERVICE LEFT STA l7*931NSTALL 5'OFF NEW MAIN(A.B.) STA 12+47 CONNECT TO fn (A.B.) NEW 1"SERVICE LEFT& EXISTING SERVICE LEFT STA 13+86 INSTALL U DATE: 12-8-18 CURB STOP @PROPERTY LINE o (A.B.) I 10"x8"MJ REDUCER& 8"MJ GATE VALVE W/V.B. � y Z409 E. 10",B"REDUCER J OLIVE 415 1 421 E. @STA13+83(A.e.) ¢— — 3/4" 0 F U 3 4"C "C 3 - o OH� OHP OHP HP '� OHP \ OH p pHp � A, I py NEW"N?R MAIN INSTAL GTO STA 14+45 z _ OH p CON ECTED TO "CAST WI B'ROMAC OHP OUF ER S +00 ---- HP W a — - - - - - - — — — - - — — — — Z O F o E OLIVE STREET - - - - - 3 E O ON ON ON N ON ON ON ON ON FLOW FILL PLA 10 FEET EITHER SIDE X X X � �T � OF BTOR G(A(A PPRO%.8-OF SEPARATION)(AB.) — CJ X _ X X T O 412 E. OLIVE CHURCH c c m 10+71(A.B.) STA 12+09 CONNECT TO 3/4 C I i STA 13+37 CONNECT TO 3/4"C W E N STA 18+59 CONNECT TO EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT N z ,.• y0, -N EXISTING SERVICE RIGHT (A B) I W (A.B.) O 0 STA 14+05 REMOVE EXISTING 8"D.I.TEE C 2 INSTALL NEW 8"D.I.CROSS&RECONNECT W O TO EXISTING 8"MAIN NORTH,EAST&SOUTH p,; Z ANYADDITONAL PIPE&COUPLINGS O F REQUIRED TO COMPLETE THE z z CONNECTION SHALL BE O 120' DRAWING, CONSIDERED INCIDENTAL TO THE Scale: CONNECTION � 0 10 20 40 I--1 zW WREGORQ N u� E- x CL PEA CKFI z S 10+5 -13+8 INST L 336 F HORI .SCAL :1"=2' o ZJ nNb 0"CL5 D.I.P. .Q' 4802 N RES RAIN LL JOI TS VER .SCAL :1"= a 4802 pia O N co �a ~ W � ' w0 y $ ti O II V) D O 0 � 4800 lal t° z Zo 4800 IO G N N z X i ti z a �> p wJ0 p E- W O F In F Z J > NJ Z U m W + w F NISH G DE F W W U W Np U o 0=y Q F 4798 > — W O J w y a =O 4798 W Q rn y w z Z m + z a 2 K U OZ O ~J ®3 W W W Z Z M N - <0- W� 4796 w F O U ¢ u� ad - F7 4796 Z O W w t~q V! F ?N w U� a w w O N ?O Oo Z 2 U Z ~( 4794 az U Z O 4794 H + IF EPTH O C + F F L SS THA OVER-6.5'(TYP) o o Q m Q ti SEE DETAIL HEET'D' + N F 6 Q ¢ F E ~ Q E- 4792 — — — 4792 [z] ® E" + Sss O 4790 ss 0.3°PIF E DEFLE TION-77 4798 W O W ^I SSS N 'J STI 12+26,F MISTING 'ASSEs rosCE NT E AMRXIN -TO BE REMOVEDQ (� INV=4192.1 4788 4788 W F ST 12+26, ROPOSE 24'TR NK W IN ER 86. XING W INV=4]86.] 4766 4786 0 o 0 0 O 4784 ~ ~ 8 4784 u5 LL y y SHEET No. 6 MO MW 'i OOrJ 14 c^ �O EOM Or N� MN S01 MM NNr Vr� Ci �r O1S1 t0� ONONJ qW1r c0 rM �q �'t ID IDN rO1 c� NO a00i NO NM ��rnrn rnrn rnrn rnrn rnrn mrn rnrn mrn mrn mrn mrn rnrn rnrn mrn mrn mrn rnrn mrn mrn mrn mrn rnrn mrn mrn rnrn mrn rrn mrn rnrn mrn rn� mrn mrn �irn �i tO rnrn rnrn �irn mrn mrn av va ae ae av ee ee ee ee ev ee ae ee ee ev ee ve ee ee ev ee ve ee ea ee ee ae ee ve ee ev ee ee ve va ee ee ve ee ee 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 OF 27 ....gN.,T�A �,,,,, GAMRADT o q No.40758PE y� � .iiiiiivlurCNALu�lamuoo DRAWN BY: KMG STA 0+04,CONNECT TO EXISING C.I.MAIN I CHECKED BY: ,=e,..,,,. .. ...r=.,.,, ,.,e y g I APPROVED BY: ANY ADDITIONAL PIPE&COUPLINGS o DATE: 12-6-16 REQUIRED TO COMPLETE THE i CONNECTION SHALL BE CONSIDERED IN INCIDENTAL TO THE CONNECTION STA 0+48,INSTALL 12"x8"MJ TEE STA 0+00,CONNECT TO EXISIN Z m { CONNECTED TO SEE SHEET"W1"FOR WATER MAIN 8"MJ GATE VALVE& TING 14"VALVE(A.B.) IMPROVEMENTS ON E.OLIVE ST. ° w J RESET EXISTING VALVE BOX "MJ TEE E' o ANY ADDITIONAL PIPE&COUPLINGS STA 0+27,INSTALL 8"x6"MJ TEE STA 0+00,INSTALL 12 o / REQUIRED TO COMPLETE THE 10 LF 6'D.I.LEAD PIPE& SEE SHEET EN FOR WATER MAIN \ ° CONNECTION SHALL BE CONSIDERED 6.0'BURY HYD.ASSY.LEFT IMPROVEMENTS ON E.OLIVE ST. { INCIDENTAL TO THE CONN REMOVE EXIST.HYD ASSY.& (A.B.) U2 / (A.B.) O SALVAGE TO C.O.B.WATER DEPT. +75 L (A.B.) I Z OHP ON ON O m 1 I OS QS _ 50 _ SD _ SD _ I DB �r I o G B N — OS � NG BLAC S ROUSE AVE z . BOZEMAN AVE C I N — — OM op � 0+788(A.B.) N z I STA 0+44,INSTALL 12"MJ TEE& STA-D+68;CONNECT TO EXISING D.I.MAIN STA 0+05,INSTALL 12"x8"MJ CRO STA 0+32 14"x12"REDUCER(SOUTH) W/8"MJ GATE VALVE&V.B. SEE SHEET"Wi"FOR WATER MAI CONNECT TO EXISTING C.I. 'ASO I STA 0+18,CONNECT TO EXISING C.I.MAIN SEE SHEET"Wi"FOR WATER MAIN w ANY ADDITIONAL PIPE&COUPLINGS IMPROVEMENTS ON E.OLIVE S MAIN W/8"MJ GATE VALVE W/V.B.& O W/12"MJ GATE VALVE&V.B.& W C IMPROVEMENTS ON E.OLIVE ST. w REQUIRED TO COMPLETE THE (AS.) y� W CONCRETE THRUST BLOCK �Z � CONCRETE THRUST BLOCK W O (A.B.) N CONNECTION SHALL BE CONSIDERED W ANY ADDITIONAL PIPE&COUPLINGS NG ANY ADDITIONAL PIPE&COUPLINGS Fxi p C" z LL INCIDENTAL TO THE CONNECTION n�// REQUIRED TO COMPLETE THE REQUIRED TO COMPLETE THE C (A.B.) LJ� CONNECTION SHALL BE CONSIDERED O o INCIDENTAL TO THE CONNECTION O CONNECTION SHALL BE CONSIDERED Z z m (n C '^ '�'^^ � INCIDENTAL TO THE CONNECTION v), (A.B.) z vJ I W > W (A.B.) G7 a N �O w W u p /�r J W o N o Scale: 1"= 20' m O O g? W� w m W , m� g z 0 ��'... w 0 10 20 40 ILu O Scale: 1 20' E- ZO N N Scale: 1"= 20' r. F � 0 10 20 40 RECORD DRAW ING D D 2D 4D � "" �P ICI�' �� w 'Ib o I � 8 4800 4800 c O HORI .SCAL :1"=2' wo iI `2 HORIZ.SCALE:1"=20' HORI .SCAL :1"= 0' z VER .SCAL :1"= F T7 TYPE A BACKFILL VERT.SCALE:1"=2' VER .SCALE 1" STA 0+04-0+68 INSTALL 4804 4804 4802 4802 2 TYPE BACK FILL P. 4 F 12"C 51 D.I. w 20 LF 8"C 51 D.I. STA 0 00-0+32 INSTALL 32 F 8" 4798 4798 RES FRAIN ILL JOINTS C 51 D.I.F. STRA N ALL OINTS w X Y r_, > U W 4802 3 4802 4800 w z O m O_ 4800 0 —J Y �QO� W ¢ ¢F�z a F W z Q¢ m a° m w w 4796 F9 4796 �yW w yo xm tixmm o �od ¢ Y W 2v0J F t~i_JOW, Oa Q i-z m x�o zw zJ X¢wz 0� Ja< Um¢ z r"� 4800 0 - W-w -¢ 4800 4798 z a x W O m 4798 N m 0 o I+1 mF w z CFO F�F _Ops w Q¢�w �F �oz OQ� x�E z zj0umi T9 w wiz �W> oog w UmOw m3 xar �aia0 4794 z w3o 0 4794 -/ �' K d z r H H D W !f K Q F-1 OF O (7K d > �twS> N-a m3O/W ZO OX ci Fww 11 H W W O O>�� > ZjY NU .whim zW N z a -o O¢ w QW¢ 3 mJ> o 4798 + - Jim w m 4798 4796 o m F m __ 0 N o W 4796 O¢O O z x z a¢ Z ¢ z z ¢O N Zi Z U>K +NUJ'J y W W n W W i J W U(O m w O W w O Q y ¢ ~ X O Z z ti W i m O o o ¢a Omwz om m x z z0 a 1> Z�, a F¢U= orxn� �LL�> ¢�'zo 4792 �w oN� mw 4792 z F �RI- mW O x W o U(DU Z FWZ ¢�K Q� ZQO o> m K apF Hwy �W O mm0 J F�2 x0 N Ems'-' W �� m?iF mF Imo) H 4796 z z x 118 0 w¢ w - o a_ Q 4796 4794 4794 F N z U W ?ww W $ o J m o — 4790 2_ 4790 ¢�oa o ® d v�i3a0 m y°wo W 4794 4794 4792 4792 IN 0I''� WNN I= W w 4788 4788 Fil a U � O 4792 4792 4790 4790 W F W CID PROVIDE INSULA ION J. 4786 4786 nJ W F DEPTH I 1�) LESS T AN 6.5'(VP.) BTAIN MINIMU OF 6"V RTICAL Ey EE DET L SHEET"D1" EPARA ION FRO THEW TER MAI 4790 PROVIC E FLOWI BILE FILL MIN.10' ACH 4790 4788 4788 V1 ULL WIC H OF Ul ILITY TRI NCH TO ID HEIG T OF S RM D IN PIPE 4784 T PEA ACKF L 4784 CL51 D.I.P. RESTRAIN LL JOI qTS Q 4788 4788 4786 4786 v q> �� m rn �m m w `� c c 4782 4782 w ^m rnrn mrn mrn mrn nn .n .n .. rr rr rr rr rr rr rr vv vv vv ay rnm rnm rr SHEET No. 7 e v e v e v v v e v e v e e e v N N m m m m of ai mm mm mm -0+20 0+00 0+20 0+40 0+60 0+80 1+00 -0+20 0+00 0+20 0+40 0+60 -0+20 0+00 0+20 0+40 0+60 W 4 OF 27 EXISTINGSERVICE RIGHT I un°I mri STA 7+33,1.5'O.S.LEFT I � K .........,.,„, 117 S.BOZEMAN I EL RECORD DRAWING �\ LENM w, REMOVE EXIST.SSMH ss INSTALL NEW 48"DIA.SSMH#3 No.40758PE `ate o RIM=4799.50(A. ) 6"INV.IN(S)(EXIST.CONN.)=4792.26(A.B. S.INV.IN(E)(NEW)=4791.86(A.B. I rirrrrrrMn�illlAill unllYll��l S. INV.OUT(W)(NEW)=4791.66(A.B.) STA 9+13 ss REMOVE EXIST.SSMH m INSTALL NEW 48"DIA.SSMH#4 I DRAWN BY: KMG I STA 3+77,1.3'O.S.RIGHT RIM=4798.90 3 CHECKED BY: REMOVE EXIST.SSMH STA 6+64 CONNECT TO 8"INV.OUT(NEW)--4792.7-2- s INSTALL NEW 48"DIA.SSMH#1 EXISTING SERVICE LEFT 4792.74(A.B.) I APPROVED BY: RIM ELEV.=a79g:254799.15(A.B.) 223 E AOhI E 7+66(A.S.) 8+30(A.B.) DATE: 12-6-16 1 8"INV.IN(SE)(NEW)=4789.98(AH.) 0 ( ' '� STA 7+15 CONNECT TO STA 7+66 CONNECTTO STAB+26_CONNECTTO 8'STEEL GAS n 8"INV.IN(E)(NEW)=4789.98(A.B.) EXISTING SERVICE LEFT EXISTING SERVICE LEFT EXISTING SERVICE LEFT STA 8+86 CONNECT TO APPROX. 24"B Y STA 5+43 CONNECT STA 6+40 CONNECT TO 303&307 E.OLIVE EXISTING SERVICE LEFT (SEE SHEET"S5"FOR ADDITIVE ALTERNATE 6"INV.OUT(N)(EXIST.CONIC)=4789.78(A.B.) 227 E.OLIVE 301 E.OLIVE j: EXISTING SERVICE LEFFTT EXISTING SERVICE LEFT 213 E.OLIVE 219 E.OLIVE (A.B.) 122 S.ROUSE w SEWER IMPROVEMENTS) (A.B.) (A B) (A.B.) I w 0 I 4"STEEL G S M � � L_ APPROX. 24 URY I o 1 I OHP HP P Z o u _ OH E O R W OH „ 4+00 E OLIVE STRE T 1+00 x Q m o \ F 9+00 / Z NG NG N e —N NO G NO NG NG NG REMOVE - BT ST BT BT yg NG NG NG NG NG N S ON S� Z EXISTING MANHOLE I BT 5 ON ON ON ON� N ON N ON II _ BT BT T J—T ,,, BT�BT — � 18 LF 8"SDR-35 PVC v 1 PVC-COND PIPE Q0.78%SLOPE ( jl (A. .) SD A OX.27"BURY w f W p STA4+31 CONNECTTO zONCRET x V /� m EXISTING SERVICE RIGHT im MAINTENANCE HOLE 4"STEEL GAS MAIN 4"STEEL GAS N Q 204 S.BOZEMAN(A.B.) APPROX. 22"BURY E" N o STA 5+80 CONNECT TO 12 EACH 2"PVC CONDUITS � -J CONCRETE ENCASED CAPPED A.B. z EXISTING SERVICE RIGHT ( ) N I STA 5+38 CONNECT TO I W STA 3+87,22.0'O.S.RIGHT EXISTING SERVICE RIGHT 218 E.OLIVE (A.B.) APPROX.20"BURY 0 DC Z I INSTALL NEW SSMH#2 210 E.OLIVE n w N STA 8+82 CONNECT TO mm Q RIM ELEV.=4799.18(A.B.) a W 04 ¢' " " EXISTING SERVICE RIGHT 4&8 STEEL GAS MAIN 5 6"INV.IN(S)(EXIST.CONIC)=4790.22(A.B.) (A F+ I 8"INV.OUT(NE)(NEW)=4790.12(A.B.) I APPROX. 21"BURY 31(4AEB.OLIVE Z U O C7 I E o 0 _Z z l z m NOTE:ALL SERVICES WERE VITRIFIED '+' CLAY.ALL SERVICES WERE J > W co REPLACED TO THE BACK OF CURB Scale: 1"= 20 E- z 0 m WITH NEW SDR-26 PVC PIPE(A.B.) W 0 10 20 40 O o p o x z E-I o a x w PEA 3ACKFIL S A 3+7 -9+13 NSTAL 55O L 8" ORIZ. CALE:1"=20' DR-35 VC PI E a VERT.SCALE 1"=2' 4804 Q w N R N< 4804 p w x nm >0"11 "o N 2 11 m W a z -tll�* G NyYPF = G]Q II¢ U Z� 4802 v m Z w N z m 'z 4802 V) ^ z E O W Q U� m J 00 Z W p F F w Z N .p Y EXISTING GRADE > N 3 V)2' r 1 W I N 0' S Z FINISH GRADE 2 W? >'_ W a Z 4800 W w z In w z y j ? _ z 4800 x 11 m F- _U p i r¢ >> LL NN >Z w K z x F Z Z W U H 2 W K U J Z m U N F 4798 y `O rn a w c2 X w > ,I I a 4798 0 K U U X W U (7 w z � Z �. N Z z U W W > U U K 0' N C7 N Z X > m m N W Z X U U > y Z Z w W (7 w �1 O H F � m m Z OF W F y W z O 4796 z N W W X W Z 4796 X O O ¢ m 41 W m Z r W 1 j x W OF STA 7+39 z0 W 0 �J p H H W Z m PROPOSED W r F U IT S.D.XING w O STA4+11 O m w Z Z Z INV,-4796.15 + U °o to E-1 0 PROPOSED 12"S.D.XING F N z O O Z Z z ¢ N + 4794 INV.=4795.4s 4794 STA 3+86 Z 0 N OU °U NROPOS9 D "S.D.XING O m 5.08 0F F e V. 4 y y m IN TALL 1 6 LF 8' DR-35 VC r , W E. in Q @ eJ O 4792 0.0%A.B 4792 W m W E- C PIPE a W 4790 4790 W W 4788 4788 a > > z �l 4786 z o 4786 SHEET No. 8 N thN thv rry Nra mry Oavirmry Voraf Narvi NVoref Om�rvrii Vmra IA�rvri �oraf N�rvri nNra rlv� �ra�rnry m[ra7 rry VVra Nmrv) mVre 1mrv� �ra�ry �ra��rvri (�re0 0lv� ISra Ory I�re��lv� �� N T N thrn �M O V O V �N �N N N h(mp N IArn t^O �(Np �N VN V� V� VtmO m1Gnm tNOs ^ s N mQ m(rnri m-rnri mmrn m6 mrnri mrnri m6rn m m mrn marn mrn mrna mrn marni mrn ma orn orn orn orn orn orn orn orn orn orn orn om 0m o So om o o m o O� �Om� rn�mV mr mr omM rmN mtr9mN iG� �� VOv inq V� �A M1; S S S S m rr 11 r r 1 SB r B r 11 rr rr rr r r r — 'r av , - ar e aVVN ev av ev vv s 1 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 OF 27 111111I I I Illldlllry///////i/i/i// RECORD DRAWING � 3 KELLENM = _ GAMRADT _ 5, LL �O,No.40758PE��yW\ � I i I I o,.Fsl7CENg00.=4.s I� W m/ynnnln uulul�� STA 11+30 CONNECT TO NOT INSTALLED EXISTING SERVICE LEFT (A.B.) SEE SHEET"64"FOR TRUNK SEWER _ DRAWN BY: KMG 409 E.OLIVE S 921NSATL 9lF IMPROVEMENTS THROUGH THE ALLEY = o STA 10+12 (A.B 4" E LEFT I) U M CHECKED BY: REMOVE EXIST.SSMH TO-P OPERT /y SEE SHEET'8X FOR SEWER IMPROVEMENTS APPROVED BY: INSTALL NEW 48"DIA.SSMH#5 QO LL ON SOUTH CHURCH AVENUE RIM=4798.69(A.B.) Z) DATE: 12-6-16 8"INV.OUT(NEW)=3790.36-4790.27(A.B.) STA 11+70 CONNECT TO ) STA 12+22 EXISTING SERVICE LEFT i I 1 INSTALL NEW 60"DIA.DROP SSMH#10 415 E.OLIVE SEE C.O.B.STD DWG#02730-5 U Y REPLACED TO CURB, RIM=4797.26 STA 12+87 CONNECT TO w '� STA 10+40 CONNECT TO ORANGEBURG PIPE 8"INV.(W)=4789.32(A.B.) EXISTING SERVICE LEFT EXISTING SERVICE LEFT PAST CURB(A.B.) 8"INV.(S)=3792:26-+/-4792.30(A.B.) 421 E.OLIVE w -' 403 E.OLIVE 21"INV.(E)=4"6:84 4786.74(A.B.) (A B) o (A.B.) 21"INV.(N)=4786:64 4786.54 3 8 h F o WO —�0 W OH OHP HP OHP \ OHP OH" ♦ Pi u c _ P REMOVE EXISTINGSSMH W W W W W W— W OH —ABANDONEXISTINGPIPE G m g e 1 OHP WEST&NORTH( B) o + �+ 11+0 5 �5 s W GG W W W W s 2 OH z H A _ v ON 3 E OLIVE STREE ON O DN N ON dHD 4"PVC SVC CONN. a �T @lr WF/_ R F X X X cN 0 X E-N AS MAIN STA 13+58 CONNECT TO I 0 DC NOT FOUND APPROXIMATE LOCATION OF 2'9"BURY EXISTING SERVICE RIGHT WELL GWIC ID#251213 m�y''� E-' O STA 10+81 CONNECT TO (A.B.) 203 S.CHURCH EXISTING SERVICE RIGHT S 0 CON I 406 E.OLIVE(GARAGE) EXISTING S RIGHT RECONNECT TO EXISTING (A.B.) rr W O d (A.B.) 406 E.O 8"AC PIPE SOUTH h+-1 p 0" z �I CON TRACTORISENCOURAGED STA 14+1 I C TOFIELDVERIFYCONNECTION O O F" o 4"STEEL GAS MAIN STA 12+16 INSTALL 29 LF W ELEVATION SOUTH PRIOR TO ORDERING INSTALL NEW 60"DIA.SSMH#6 z z m CAPPED&ABANDONED 4"SERVICE RIGHT J MANHOLE RIM=4797.11(A.B.) G7 ,� 6"INV.IN(S)(EXIST.CONN)=4788.56(A.B.) WEST(A.B.) NOTE:ALL SERVICES WERE VITRIFIED TO RIGHT(A.B.) V 6"INV.IN(E)(EXIST.CONN)=4788.75(A.B.) W a CLAY.ALL SERVICES WERE (A B) Q E--I O Im Scale: 1"= 20 REPLACED TO THE BACK OF CURB 21"INV.OUT(W)(NEW)=4787.36(A.B.) WITH NEW SDR-26 PVC PIPE(A.B.) U W N 0 10 20 40 W x z E- x TY E A B CKFILL CL STA 10+12-12+21 INSTAL 205. HORI L SCA E:1"= O' S A 12+2 -14+1 INST LL 184 F 21"T 1 WAL THICK ESS 4804 4804 x OW co ui x o x dma I6�m 't III P� .6m� �IJ� GNtiti 4802 w_ m r ' 4802 m u >❑ 3 O d� x O" �w zz gyr? Z ❑ .,+v rn zzn 3 w W Z Y O V ❑m N N Z 4800 ?Wwz z m II z 4800 *J Q H H x m?�m w w Nz^zz�0 w�Nw� EXISTING GRADE *a r-- z m O FINISH GRADE Z Z Z F N g z Z Z I�1 3: X X fn z a'm- F 4798 Z -- 4798 ,Z z W = O o Qi z 3 w LL w < - U Z > w O N x 4796 N Y rc w ~ ~ 4796 04 It,K 7 m W W U a Itm rN 0 0 w F Z_ 5 m U U w 4794 x w - 4794 E- U O IU V STA 1+22,EXI T.8"AS ESTOS m W 7 ZF r CEME TSEWE XING, EMOLIS 8 Z Z U U m J DISP E. PI E NORTHREGIONECT f + m ® " CO Z Z Q AP PR X.INV. #792.2fa w F W N EI O z 792.30 A.B.) O 4792 O Q _ F + 4792 W 8'WATER AlN XIN FL1 E- w z z O.P.EL 47 1.35(AVE . .) a Z Z AIN 6"MINIMU RTIC SEP N I--1 to F U U PRO L 35OW LE FIL .10' ACH I-� 8" OR PVC IPE DE OF E IS XI G& r l Q m m FJUL WID TI 4CH TO w 4790 a _ 4790 W�'�J W F F 18 VERTI L A 14 m m SE PARATI N 4788 4788 p m L L THIC N SS R-35P CPIPE �❑ a O C0 4786 z O z 4786 mN z wv SHEET No. 9 eN mo o^ In mm ^m ^rn Bey qli 't rin mrn oat rnr ro� c'irn rr� rnr o� mm ^rn meh ^r mrn rnN mm �m o mr� rnm e� e� wm mrn m rn oeh �m c'I eh mo m o c'I rn m N01 of O TN V [� nM mN yN N� VO t70 01 ND? t7� NIA OIL A� O� mN V mV M NN NN N� u10 O [�01 NOJ ON m0 INV n NN N. N nM An 001 O O O mrn mrn mrn ^rn mm rnrn mrn wrn mrn mw mm mrn rnrn mrn m� �� mrn mrn rnrn m� mm mrn mrn mrn mrn mm mm nrn mrn mrn rnrn mrn mrn mrn mrn mrn �rn rnrn mrn mrn mrn wrn mrn mrn mrn m m m m ee ee ee ve ev ve ee ve ee ev ev ee ee ee ev vv ee ee ee ee ev ee ee ee ee ve ev ve ee ee ee ee ee ee ee ee ve ee ee ee ee ve ee ee ee e e e eS2 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 OF 27 �Iljl lllTlllllAllp RECORD DRAWING W ° - WKELLEN - NoA 0758PE STA 3+41 p=, STA 0+27 CONNECT TO EXISTING SERVICE LEFT INSTALL NEW 48"DIA.SSMH#8 520 E.BABCOCK p RIM=4796.60(A.B.) 15'OF NEW PIPE STA 1+40 CONNECT TO 8"INV.OUT(N)=#98g:-03IIp00 (A.B.) EXISTING SERVICE LEFT 4788.03(A.B.) STA 0+52 CONNECT TO 112 S.CHURCH STA 2+58 CONNECT TO DRAWN BY: KMG EXISTING SERVICE LEFT STA 0+00 (A.B.) EXISTING SERVICE LEFT 506 E.BABCOCK CHECKED BY: REMOVE EXIST.SSMH 118&122 S.CHURCH INSTALL NEW 48"DIA.SSMH#7 15'OF NEW PIPE SHARED 6" APPROVED BY: RIM=4795.07(A.B. (A.6.) CLAY LINE(A.B.) 8"INV.IN(S)(NEW)=498G.14-4786.7(A.B.) 9 STA 2+02 CONNECT TO STA 3+39 CONNECT TO DATE: 12-6-16 6"INV.IN(W)(EXIST.CONIC)=4788:9A 4786.1(A.B.) EXISTING SERVICE LEFT EXISTING SERVICE LEFT 6"INV.OUT(N)(EXIST.CONIC)=4785:J44786.0 A.B.) ( I 116 S.CHURCH 511 E.LAMME .B. (A.B.) -jR jH 9As NEW CLE IR = so _ i de o S CH RICH VE 2+ SD > F oq O ❑ _ 3+00 - _ 3+50 I W NG NG NG F SEE SHEET'ST FOR SEWER IMPROVEMENTS ON EAST OLIVE STREET R1 i Sy M M _ 3"MICRODUCT / W ® / z W 1 " 1+90 CONNECT TO IC EXISTING SERVICE RIGHT 111S.CHURCH �1 (A.B.) STA 2+95 CONNECT TO Y STA 1+06 ABANDON I EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT 119 S.CHURCH o +38 A B U A.B.) STA 2+19 CONNECT TO A.B.) N z O STING SERVICE TTO RIGHT I W EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT U 107 S.CHURCH(MAIN HOUSE) 115 S.CHURCH 3 a m SCH.40 PVC(A.B.) (A.B.) W O 'o Q STA 1+45 CONNECT TO W W d APPROXIMATE LOCATION OF EXISTING SERVICE RIGHT o >r z ZcoI WELL GWIC ID#166364 107 S.CHURCH(BACK APT) Q Z. Fd" o W SCH.40 PVC(A.B.) O I 2 l o Scale: 1 20 NOTE:ALL SERVICES WERE VITRIFIED W I CLAY UNLESS SPECIFICALLY NOTED I E- z a0 OTHERWISE.ALL SERVICES WERE Hy try IC O 10 20 40 REPLACED TO THE BACK OF CURB Z W „ WITH NEW SDR-26 PVC PIPE(A.B.) I W o p o HQ Q x 4800 w TYPE A BACKF ILL 4800 4 TA O+ -3+4 INSTA L340 L F8" H)RIZ.S ALE:1'=20' a* IInNb z ERT. ALE: "=2' v O O 4798 - 4798 w 2 ¢ EXISTING GRADE J ro y C FINISH GRADE ¢Q_II _ 4796 0 >j z m 4796 E-1 Q ?? ¢ y roic ¢ d g as sT o+aa 5 > z = o LL 0 w a � PR POSED 2"S.D.X NG O d z O 0 z J U y ` 4794 INV=4791.1 3 z K Y W ¢ w 0 Y v ❑ U > y 471M c7 m U ci U i < a n w w d w vi U z STA o+o w w w w g g o O S z i x PROPOSED 12' .D.XIN U a U U ? X U= X U O 1--I 4792 N a 0F y F X > w > O O U 4792 4789 80(A.B. z 0 �I z y U rn O W 0-1 A z > F w w W > X E u z x 0 � z z z U� W O w O U w w z 4 O U : Z W 4790 w . O 4790 m z o z o y w N E6-' C'0 y ¢ OU U v w ¢ w Z n E-1 a7ss ❑ CNN � w z zo 4786 � y INSTAL 340 L 8"SDR-5 PVC I IPE rd ® O+ 0.50%A.B.) O� E- 4786 4786 TA 0+1 8"NATER N AIN XIN F[T+]M w PR VIDE 1& CH MIN 4784 NO FOUND(A.B.) 4784 4782 d a ¢ 2 4782 a�-I > > > > w. z z z z zO - - Ile 4780 LL 4780 SHEET No. 10 0o mrn �� o0 00 mvrnv mvrnv m�vi rngvi m�vm�v wvrnv mvrnv wvrnv �wvv vv vNv rovMv vv `vv"vv� mvvmva �vnv wvmv wvmv Iavnv vv mvmv mvv vv vv vv vv vv cvi v vNv vv vv 1v1 tv� wvavo vv vv mvmv S w wrn o0 0o rn� NwNrnNwrnm wrnw NcN N MwmrnMwmrnvwrnvvwrnv �wrnnwwmrnwm J// -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 OF 27 1 LLERECORD DRA ING _ GAMRA�O \ STAO+00-4,67 SEE SHEET'ST FOR SEWER IMPROVEMENTS O \ STA 0+00,18.1'O.S.LEFT REMOVE&DISPOSE ON EAST OLIVE STREET CAP EXIST.SERVICE TAP OF EXISTING 8"ASBESTOS CEMENT DRAWN BY: KMG \ CAPPED @ TRUNK SEWER PIPE s / SEWER MAIN (A.B.) CHECKED BY: / Ik XING(A.B.) 2+80(A.B.) APPROVED BY: / \ STA 2+85_CONNECT TO 3 DATE: 1-26-17 \ EXISTING SERVICE LEFSTA 4+63 STAO+02.5 115 S.CHURCH(BACK OCTBL ) INSTALL NEW 60"DIA.DROP SSMH#10 / CONNECT TO EXISTING SSMH/W 4"PVC SEE C.O.B.STD DWG 02730.5 / DROP CONNECTION EAST PER EXIST.(A.B.) RIM=4797.26(A.B.) o w ,� C.O.B.STD DWG#02730-5 '�` 8"INV.(W)=4789.32(A.B.) RIM-4796.52 (A.B.) 8"INV.(S)=4792.25+/_4792.30 .B w n 21"INV.(E)(NEW)=4785.75(A.B.) STA 0+60-4+67 PLAN ALIGNMENT 21"INV.(E)=4P86,844786.74 a m m 24"INV.(N)(EXIST)=4783.52(A.B.) REMOVE&DISPOSE 71 INV.(N)=4786-64-4786.54 OF EXISTING 8"ASBESTOS CEMENT P J I ALI NMENT(A.B.) / m A TRUNK SEWER PIPE t— `110 -r° ----r�Ba_ ---° ------ el lr* 0--- i 1 1 I / 0 0 / � ---i+OQ -- — aH rT oee i-- _—cam/� /o \ ° °/'"1LLC 1 ss�— i — I m --- 7--\ I I 3+05,NEW "g' I STA 0+63-2+66 \ 4"SCH.26 PVC EXISTING 4"STEEL GAS MAIN " m q PROPOSED RE-ROUTE OF THE I pI SEWER SERVICE TO REMAIN IN SERVICE W a A s 3X / STA 0+27 CONNECT TO 4"STEEL GAS LINE \ IN U & STROVE CAPPED AT FINISH GRADE (q,g,) / \ EXISTING SERVICE LEFT TO BE COMPLETED BY NORTH- REMOVE EXISTING SSMH 116S.BLACK(A.B.) WESTERN ENERGY PRIOR TO STA2+66 z / ( .) I INSTALL NEW 60"DIA.SSMH#9 TRUNK SEWER PIPE INSTALLATION REMOVE EXISTING SSMH I� / M \ THE NEW LINE IS INSTALL NEW 60"DIA.SSMH#9 I RIM=4796.47 (A.B.) 21"INV.(S)=478f 34 4786.22(A.B.) / TOEXISTING EABA ABANDONED GAS LINE 2"PVC(A.B.) RIM=4796.47(A.6. I 21"INV.(W)=3786:}4.4786.04(A.B.) / / \ TO BE ABANDONED 21"INV.(S)=3786:344786.22(A.B.) ,q � � i w I (A.B.) 21"INV.(W)=4786-.4786.04(A.B.) I � c Q I P STA 11+921NSATLL 29 LF \ o I _ 4"SERVICE LEFT w TO PROPERTY LINE i W d I � I � I ~ z � U N m I g Scale: 1"= 20 W N Scale: 1"= 20 IN c W /I I 0 10 20 4o II I o o zo 40 w z x z 0 TYPE A BACKFILL � STA 2+63-4+67 INSTALL 199 LF 21"T-1 4802 TYPE BACK ILL RIZ 4802 4802 4802 # 11 nNy . ALE: "=20 S 0+02 2+63 I STAL 258 LF 21"T-1 H IZ.S LE:1"=20' ALL T ICKNE S SCR 35 PVCPIPE ERT. CALE: "=2' V RT.SCALE:1"=2' N G C P 4800 4800 4800 O m m 2 4800 = m Q Z 1 EXISTING GRADE Q FINISH GRADE _ Z Z Z F ❑ <p 4798 rn z 9 " 0 4798 4798 O rn EXISTING GRADE N 4798 rE- (� Z Z W Z O rn OJ Z F _ = x p a ❑ m/c�I Iz �. / W .J d W _ W W r II F —I� VIZ w. I�Oi o U — — — rnv w nmzZ—O p6 Z c7 O,- ni z ❑ +v 4796 ~ No t7 Q 0 R 4796 4796 X N I Z Z F >>z z 4796 W pit ttl zz3N o z 3r13 0 0 a x V K N z 4794 o wed u z z a N _ ? ~ 4794 4794 4794 rA�UD:N N p N N U STA 4 Z W + Cl 3 PROPOSED 10"WATER MAIN X ING ING 4792 z 4792 4792 T.O.P.ELEV.=4]91.80 4792 PROVIDE 18"MIN. F�1 E-E W O VERTICAL SEPARATION G-. O W z zo also Oz 4790 also 4790 ® > + o PQ O + + N y rn ^ E- 4788 4788 4788 4788 N w x IN TALL 25'LF 21"T-1 WA L THICK ESS SDR-35 PvCPIF E@ 0.1 % WWN SD-35 PVCPIPE 0.11%(.B.) M+"ti 4786 4786 4786 4786 4784 Q1 < d 4784 4784 a m 4784w. a--I �o z z z z �W z ? O Z� zO b 16 7,2 4782 4782 4782 " 4782 SHEET No. 11 t^^ 00 as VV WW �rnac cmvc o/rnecf rnrnv rnemv rnerrmv rnarrms rnrneI�rnrmv mNamsN 0me0arnvc trne0/maD Nmrneammap Nrnrnernmma Wornaf W amec crnac amsc trnep tapo «�n� 0S0amo Nof Nac NrWNr 0r0r c�rpO<trp;p arsr NrNn rn�cf arnmD NroWc ^^ rn/crnm 00 NIN rnrnn rnrnr �rnn0rnr WrnntNrnr 0irnn 0rnin 0rnn 0rnr Ororn�/mc h�l�^ 0rnn�`mrO 0n�Wrnr �rnnrnrr Wm0m1 brnn Nrnr nb`c b�r 0m0m ��rn�rn� MrnMrnn VrnVrn tOrn f0�n0 nrrnrnnI� rrIa�Nn NrrnN 6,6 m rn m rnmm rrna rnm rnm rnm rn m rn rnaa e as as ev ev ev e v v asaO W WW O NNS4 rnn tirnp O1 ea ae ae ve as as as vv ae as as vv ae ae vv as ea va as as as as a v -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 OF 27 11111 I I I I I I II IIII//////i�ii,// i =m _ KELLEN M. RECORD DRAWING _ { GAMRADT _ N /l lllllll IIIII\\\\ p I DRAWN BY: KMG I I STA5+05,INSTALL 29 LF CHECKED BY: 6"SDR-26 PVC SERVICE APPROVED BY: STA 0+02 STA 2+20 CONNECT TO LEFT,SLOPE(r4 2.00% G CONNECTTO EXIST.SSMH EXISTING SERVICE RIGHT I III u DATE: 1-26-17 RIM=4796.22(A.B.) 1168120 S BOZEMAN Scale: 1 20 (A.B.) II 8"INV.(S)(NEW)=4786.61(A.B.) 6"CLAY(A.B.) o INV.(W)(EXIST)_4786.50(A.B.) STEEP SVC OS 0 10 20 40 ) I w INV.(N)(EXIST)=4786.41(A.B.) STA 1+98 ABANDON EXISTING SERVICE LEFT N 6"CLAY A.B. STA 2+86 ABANDON O I / \ \ STA 1+16 CONNECT TO EXISTING SERVICE LEFT EXISTING SERVICE LEFT NOT FOUND(A.B.) — — 108 8 110 S BOZEMAN I p `� DN S N DN 1S�DN 18 D 9 ON �r le N 1S le ON 19 N— O / J. _ 4+00 _ 5+00 5 � 0 +25 es O @S dS S —9S�F +00 s 0 1+00 00 \ ___ OS--�-E(S 3+00 Li M z 0+90(A,B.) STA 2+01 CONNECT TO STA 2+70 CONNECT TO _ I STA3 ,NE48"DIA.SSMH#17AX/�� STA 0>}fABANDO EXISTING SERVICE RIHT EXISTING SERVICE RIGHTRIM=4799.25 A.B.)EXISTING SERVICE RIGH113 S.BOZEMAN 117 S.BOZEMAN 106 S.BOZEMA y t8INV �1 m (A.B.) (A.B.) 8"INV.IN(E)(NEW)=4789.98(A.B.) /� STA 1+22 CONNECT TO STA 2+24 POSSIBLE CONNECTION TO STA 2+g COIC ECTTO i S 8"INV.IN(W)(NEW)=4789.-M4789.98(A.B.) STA 5+13,NEW 48"DIA.SSMH#11 a W E p EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT EXISTING E S BO RIGHT 8"INV.(OUT)(N)(NEW)=4789.78(A.B.) RIM=4798.76(A.B.) o 0 121 S.BA.B.) 106 E BABCOCK VERIFY W/C.O.B.WATER DEPT. (q g) � o ) 6"INV.OUT(E)=4790.78(A.B.) 4"CLAY(A.B.) ABANDONED p 6 i (A B) STA 3+55,NEW 48"DIA.SSMH#1 ss 1 d RIM=479%54799,11 .B.) i �1 pq p y z 8"INV.IN(SE)(NEW)=4789.98(A.B.) 8"INV.IN(E)(NEW)-4789.98(A.B.) Cm F" o 8"INV.IN(W)(NEW)=3788.78-4789.8( .B. z Oac 8"INV.(OUT)(N)(NEW)=4789.78(A.B.) W W .W>. N Scale: 1"= 20 i m / O z a I J I W 0 10 20 40 z O � � 55 � [>:1 N p E- - x w TY E AS CKFILL 4802TYPE BAC FILL ., 4802 4802 ST 3+55- +19 IN TALL 60 LF HOR .SCA E:1"= 0' 4802 Q,11 * nNbt STA 0 02-3+5 INST LL 351 LF 8" ORIZ. GALE:1"=20' a S -35 P C PIPE _ �ZA iiI I, q'o Q O $ . co 6 rnmCID = Q v ro EXISTING GRADE w $ 4800 - 4800 u a 00*'a O N 4600 = N Q v FINISH GRADE 4500 't� yYPF EXISTING GRADE W W 4798 - 3 N z? 4798 v W 3 w ?rn W�' 4798 3 z w z v 4798 t Q Z Z N Z Z Z D z Q �W 4796 N m ¢ 4796 rn 0'm ao io OF m w 4796= LL w W w 4796 v N v, 0m U U m II F�1 O IO W K J > w K li Ey WC1 HN O J U K K D Z N Z JW 4794 z - > W W F 4794 N w W v > rn z zP: rn W STA 3 5 4794 F O 4794 N m 2i F W z y y W p X 1 WATER AIN XIN N> a ST 3+65 ? o II O CO to W W z U 8" ATERM IN XING N rr ll C) z xx O U O W PRO VIDE 1 INCH MI N2 Z h W W Z 6 z VE TICAL S PARATI PR VIDE 1 INCH MI Q N Z 4792 X W U O U 4792 VE TICALS PARATI N Nio N Q �y z o ID y U ¢ 4792 4792 o Z ¢ z z O O o m m O r m a Z w W o N ¢ E W Am N N ¢ rn rn w -INS TALL 16 1LF 8" Z z 4790 N a ¢ ~ 4790 @ 0. % ® d 'x rn rn 4790 4790 W 4788 LL 51 LF 8 SDR-3 PVC PI E 4788 4788 4788 E-1 W W 4786 4786 E Q 4786 4786 4784 m m 4784 "--I a o z z 4784 d 4784 Q O zi �o z w O iU 4782 LL 4782 ~ SHEET No. 12 yy yy Nrv1N0rvi th0nv1 th0rv1 M0rv1C0rvJ1 0Arv0v0r1 I0rv!)1N0rv1 1Oa0/stWp rv>Orvi In nI I61 1 r1 r1 r1r yOri r rr r0r �n�r �r�r NasN NrNr >eVa IaDsN Ip p^l I��^I �n�r pniml� `rr NrNr MIlhI v v .6yyN1 NN hh1 �1.61 ^1 010 N1N1 VOOi/VOWi 4782VN�t�^D M�nNN^ aM�'�00N^zLL aM�0 aW^p � VW Va�D yyN Opmi NO�i ip0 fNmpO �ryyO �rO�i CryyOI INmpW NmIpW tDh 4782 0 6 O� AW060y0W0c0.0y0000 r 0 n 6.6W0a f646 T0AmT0006000 0 OO =0 00 0 c . rArM 1. A mvv vr vv rr vv vv rr rr ^ �^ �^ m1. mm m1 mm mm 11m 1.1 1.1 1.1 1.1 1.1 S 5 vv vv vv vv vv vv vv vv vv vv vv vv ev ev ev ev ev av vv 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 OF 27 QN...�AN""°o,. I _` KELLEN M. / _ GAM / STA 0+00,EXISTING STORM MH RECORD DRAWING = No.4O758PE / WV._41N(NW)(EX ST.)=4795.00(A.B.) i iA�.6„10EN51'W i s",..................M. INV.IN(SW)(EXIST.)=4795.12 (A.B.) ) IN(S)(EXIST+)=4794.72 PLUG EXIST.INV.OUT(N)&ABANDON PIPE(A.B.) CREATE NEW I5"DIA.INV.OUT(E)=4794.72 (A.B.) DRAWN BY: KMG Jm CHECKED BY: STA 0+11,INSTALL NEW,48"DIA.S.D.MH#1 APPROVED BY: RIM=4799.30(A.B.) INV. IN(W)(NEW)=4794:&4 4794.72(A.B.) CONNECT TO EXIST.STORM M.H. DATE:: 12-115-16 INV.IN(SE)(NEW)-4795.75(A.B.) STA3+56,9.8'LEFT A.B. S u RIM=4195.00 INV.IN(E)(NEW)=4794.75(A.B.) O INV.OUT(N(NEW)=4794."4794.72(A.B.) STA 1+18,17.7'LEFT STA 0+00,INSTALL NEW,48"DIA.S.D.MH#1 INV.IN(NE)(EXIST-ABAND S.D.INLET#2 Q TBC RIM=4IN(W)((A.B.) INV.IN(SE)(EXIST.)=4]90.21jPttlB B-ABANB} TBC=4]98.56( INV. IN(W)(NEW)=µ794,644794.72(A.B.) INV.IN(SW)(EXIST.)=4]90.46 Al B.) INV(S)=4795.40 9.17 INV.IN(SE)(NEW)=4795.75(A.B.) INV.IN(NW)(EXIST.}--0790.21(A.B.) I;j 4799.01 INV.IN(E)(NEW)=4794.75(A.B.) INV.OUT(N)(EXIST.)=4789.71(A.B.) G w O INV.OUT(N)(NEW)=479C64 4794.72(A.B.) 9 ABANDON EXISTING STORM PIPE STA 1+89, STA 3+24 p IN PLACE CONNECT TO EXISTING S.D. POSSIBLE CONNECTION TO U ^ SERVICE LEFT EXISTING S.D.SERVICE LEFT INSTALL 14LF p ABANDONED(A.B.) VERIFY W/WATER DEPT. 12"SDR-35(L 1.00% \ --- y_ U] 's c� 0+00 0 0 1+00 1+00 + W �,W�o-an one- W \ 3, a� A L4 o ti - ` S.BLACK V I .OLIVE ST. as _ sD _ _ �� s� sD 4,-'9 sD -e 04, REMOVE EXISTING --59 5b - 5; INSTALLBLF C'STORM PIPE GAS G - GA �'A$_ +00 1 2+Q0 / 3+00 -t5"SDR-35 Bgs `'o SD��D-�..rB 6B-F45D- SB zo _ 4799. 5 9.23 O EXISTING 1T RCP ec DITIVE ALT. f I 4"STEEL GAS MAIN TO REMAIN(A.BJ p INSTALL 32LF STA 1+18 IN Li 32"BURY 3+52 A.B. N REMOVE EXISTING IT SO PVC STA 0+98, 12"SDR-35 Q 1.00% 48"DIA.S.D.MH#2 ST 4, STAB) l_ 'S.D.INLETS STO PI SOUTH POSSIBLE CONNECTION TO EXISTING S.D. X STA I�D INSTALL NEW 48"DIA.MH7/3 �1 RIM=4798.53(A.B.) I POSSIBLE ON m INV.IN(N)=4]95.2fi(A.B.) .00%SLO \ SERVICE RIGHT,VERIFY W/WATER DEPT. ICES RIGHT,VERIFY W/WA RIM=4794.89(A.B.) /n NOT FOUND(A.B.) TEReEaT` INV.DDT(W)=4795.26(A.B.) - INV.IN(S)(NEW)=4790:4&4790.60 ( }-&"84V:••.�.�(EXIST)=479e:4&4790.0 ) p 4800.25 NOT INSTALLED L STA 0+51, 12"RCP A.B. W E ti p TD 15 _ �� (A.B.) 7% POSSIBLE CONNECTION TO EXISTING S.D. INV.OUT NW NEW-4790.4& N z I ( )( I- 4790.58(A.B.) W SERVICE RIGHT,VERIFY W/WATER DEPT. O r I NOT FOUN (A.B.) F O IQ RECONNECTED TO STA 0+32, 6"CLAY SERVICE(A.B.) W Q 2 a CONNEC RIG EXISTING S.D. STA 0+20,35.0'RIGHT � m SERVICE RIGHT rr a' O I S.D.INLET#1 @ TBC NOT FOUND(A.B.) h+-1 G 4' Z TBC=4799.54 -N- -{ ABANDONED(A.B.) O F -INV(NW)=4796.0] 4800.35 Z O W TD15 w 5 GAE w a E- zo m z c� � � o Scale: 1"= 20' Scale: 1"= 20' .9nJ�� T W m r Frl W - 0 10 20 40 2, 0 10 20 40 F p x w 4804 m 4804 1J * nNb wv ^m HC RIZ.SC NLE,1" 20' ¢ HOR IZ.SCALE:1"=2 4804 a^ V RT.S ALE:1"=2' V R4804 ON �� y� C NN o� yy mm^ wo II P2 4802 -o^ "" n 4802 YYnafa N m ai o r z _ .,d titi6^. m 4802 _ O O1� 4802 m z xN wX. z Y o <J ozm 33w �� Qu1 m wm 3�rri_1�w 3_. zmii ,g z zq ma F z +< 4800 3_ 4800 +v w �z w� r �n o? rc ___ __ F ii+�� w r p WC __ � 4800 FINISH GRADE Z 4800 W r m n 1F F w 4798 2, - ¢ N I O N w'�m w 4798 0 O CONNECT NGTu D.SERVICE m N X a?O __ {+3� EXISTING GRADE _>> ¢ - °j im 4798 m 4798 -SO RIGHT ONTO EXIST. �/ rr F F-I m 4796 B.D RIGHT _ 4796 O z STA 1+57 cre�g_ �� W �T] POSSIBLE CONNEC O EXIST CONNED I--� S.D.SVCS 4796 4796 _ Z W 5 PVC IPE Q - POSSIBLE COLA NEC 1 TO EXIST' F-� Z N� 4794 SD SERVICEI-EFL 4794 N F Q' µmiry 338 L 15" FLiI O xj F. 4794 4794 C� 8 LF 15"SDR-35 4792 4792 O 1 PVC @ 1.00% SS N �+ 4792 4792 SS z W Ow E- Q STA 0+05,6"SEWER MAIN T.O.P.ELEV.=4792.42 STA 0+10,12"WTR MAIN XING z 1�1 4790 T.O.P.ELEV.=4794.12(A.B.) 4790 O PROVI DE FLOWABLE FILL,MIN.10' m r U O EACH SIDE OF NEW WATER XING& m r-1 FULL WIDTH OF UTILITY TRENCH TO rf, Ey 4790 4790 MID HEIGHT OF STORM SEWER F+I (A.B.) M W 15 LF 15"SDR-35 ¢ N[� 4788 PVC PIPE @ 1.27% 4788 ^ 4788 4788 CID 4786 4786 -4 -"" 4786 4785 4785 cmiM oo mm n� mm vpi� �� c�c> �nN oo rnm rnm mm rnm Cp'lM NN pp mm rr �p tD ip tD ip tD NN V V mA m NN mm tp fp V V NN NN S11L''L'"P No. 13 Oi Oi '' Oi Oi c6.6 .6.G m W N W N W �� N W N CC n r m W r r Ih lh r r r r �C�C 'G�C �G�C �G�C �C�C �C�C �G�C �C�C �� N N N N N N N N N N N N N N C O C O C O C O mm mm mm m^ mA mA mm mm �^ �^ �^ mm mm mm mm �n mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm as vv vv ov as as as vv vv vv vv av vv as as as va vv as as av ve ve ve ve ae ae ve av ae ve ae av ae ae ae ve ae av ae ae av ae ae -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 SDI OF 27 llll/l/ KELLEN INDICATES / =o,"°.40766Pe=a\ CHANGE PER / SS•l, ^„'�°° STOR GTINIMPOR ADDENDUM#1 / STORM DRAIN IMPROVEMENTS ON S.BOZEMAN AVE. I -N- DRAWN BY: KMG CHECKED BY: m STA 0+66.5 1 NEW S.D.INLET(A.B.) STA 0+18,gg.4'LEFT APPROVED BY: N TBC-0799.57 S.D.INLET#]Q TBC 48"DIA.S.D.I INV(E)=47%.67 TBC=4799.57 DATE: 12-18-18 RIM=4799.14 5s I1 ISE)=4796.28 $ INV.IN(W)=4795.20 STA 2+39.6.21.9'LEFT INV.(W)=4796.26( .B.) Y INV.IN(E)=47%,96 S.D.INT C=47 TBC 799 70 INV.IN(SW)=#796:Bfs--479.95 �B) O 41 LF 8"(A.B.) PVC Scale: 1"= 20 TBC=4795.35 I {q INV.OUT(N)=47952�4794.95 � (�1.00%(A.BJ IN (S)=4795.35 9.2 40 F REMOVE EXISTING REMOVE EXISTING � � S.D.INLETS S.D.INLETS STA 1+15 STA O+Op S.D.INL98.72 BC �7 S.D.INLET#3 @TBC ,y TBC=4798.]2 ¢ .OH ¢ TBC=4798.82 INV(S)=4]95.75 OH OH Hp 7 aq�� INV(S)=4795.75 "OHP p z O PVC@1.00%0% as � REMOVE EXISTING / STA 0+67 E OLIV S.D.MANHOLE 48"IS.D.MH#9. +00 3+00 1 p s CONNECT 6"CLAY TO o ��-� RIM=4799.70 o NEW 14"SCH.40 MAIN 0+ 0 INV.INV. (SE)=4T96.107 H� INV.IN(NW)=479GfiF z N INV.OUT(E)= ON 5 g ON ON ON- N ON N ON T BT BT z -NG NG STA 0+23! G N STA 0+92 VG NG - .36 4800.48 48"DIA.S.D.MH#4 RIM=4]98.78 Q1 DIA. MH#7 e .s� S.D. 4800.20 SOO. r� - - D30 4 V.IN(N)=4795.564799.61 RIM=4798.78 INV.V.OUT(E)=4795.58 135 LF,44-6 INV.INN)=tP§542-479 799 0 8 O ° _ D.I.P. 0.20% INV.OUT(W)=4795.42 a STA 2+47 REMOVE EXISTING Ir If�� 60"CIA.HYDRODYNAMIC S.D.INLET REMOVE EXISTING O OHP STA BOX o S.D.INLET 24 00.45 SEPARATOR UNIT CONNECT"C A.SC HAG BOX W F GROUT EXIST. D 8 SEE DETAILS SHEET"D2" CULVERTWI 15'CIA.SCH.40 PVC z o PENETRATION(BE) '7'/ RIM=4798+96 CORE DRILL BOX CULVERT& N W I v SAW CUT LINE INV.IN(W)=479449--4795.06(A.B.) LINK SEAL PENETRATION STA 0+40.3,29.9'RIGHT TYPICAL STA 0+00 0 .7 INV.IN(NW)=-479449-4795.06(A.B.) INV.=4794.78 COMBINATION S.D.INLET/ S.D.INLET#6QTBC 1 STA 0+35 INV.OUT(E)=ti94.93-.4795.00(A.B.) W 04 MANHOLE#fi@TBC TBC=4800.74 COMBINATION S.D.INLET/ p W O TBC=4799.52 LU STA Oa7q, INV(E)=4797.86 dl 48C MANHOLE#8®TBC = rr W. y Z -N- INV IN(E)=4797.02 > 28 LF,12"CL51 D.I.P. CORE DRILL EXIST.INLET TD 1 TBC=4800.M h+-1 C INV OUT(NE)-#797.92-47 .80 A. .) 0.50% INV(W)=479].i6 �I INV IN(W)=4797.70 U' E GROUT EXIST.PENETRATION IN) w INVOUT(NW)=4797.70- 4797,63(A,B,) Z ZO I W W� N Z z a N N J I IE-i Q 0 . 0 W w co 4 F RECORD DRAWIN Scale: 1"= 20 0 10 20 40 Fil W CL * n HO IZ.SC E:1"=20' Q,1J IIIINb'z', VE T.SC LE:1" 2' N 4806 HORI .SCALE:1"=2' 4806 4806 -� 4806 9 VER.SCALE:1"_ Q m m m '� III yPF d G Ay 4804 .m 4804 4804 c Y Q 4804 i w o (j Y c o a " yea w z 3 woe o < � X ° 4802 4802 z 4802 zx oo F o z z X ? 3Oa mrcRm FINISH GRADE zz (7 zx Z W y Q m N C _ 0 X mm< rm E» > an j vv O N m Q UwJW on nlo Z mzz _ +gyp ° +mUmZ Q O h U' Z Q +jt]w 7 �_ F_ Fti 4800 m z - 4800 4800 m Q m w o o 4800 FINISH GRADE N c ZO IT m U m ® z w 31 LF 12" CH.4 Q 4798 � W W 4798 PV PIPF 4798 4798 m z p zo a 4796 4796 11 LF1 LF 15 4796 -35 P PIPE 4796 PVC C 4CHOO4k9®PE@ H d4 WC aoW Z 1.5 C PIPE N O 191 1%SC .40 PV DEFLECT PVC CONDUITS DOWN PIPE TO PROVIDE CLEARANCE FOR STORM PIPE WS O 4794 1.0 4794 4794 1 1 4794 W � Q 19 L 12"SC .40 PV PIPE 28 LF 12"SCH.40 PVC PIPE M+N-1 Q 1.0% O @ 1.00% SS W ' O STA 1+78 STA 0+19 4792 12'WATER MAIN XING 4792 4792 6'SEWER MAIN XING 4792 STA 0+09 T.O.P.=4793.89 L STA 0+07 12"WATER MAIN XING PROVIDE 18"MIN.VERTICAL 8"WATER MAIN XING T.O.P.=4793.10 SEPARATION PROVIDE 1w MIN.VERTICAL PROVIDE 18'MIN.VERTICAL SEPARATION SEPARATION 4790 4790 4790 4790 STA 1+67 STA 0"4 8'SEWER MA IN XING 8'SEWER MAIN XING T.O.P.=479110 O TO.P.=4790.70 4788 4788 4788 4788 4787 4787 4787 4787 SHEET No. 14 mm mm mro ea NN mrn av mm mm mro mm va rnrn av rnrn as mw NN mm oo as o0 0o mc� mm as rr mm as nr mm .. OO OO WW QV NN �� mm rr mm mm m0 rr rr rob rob Oh Oh QV VV t7M mM NN �� 00 OI OI 00 �� NN NN ` D /'/�/�///� NN rr �� NN OO rr VV OO OO OO OO OO WO tnO tnO tnO to Ol WOI WO tnO tnO tnO to Ol WOOi W. .. .. .. .. .. OOi OOi OOi OOi OOi OOi OOi OOi OOi OOi OOi OOi mm wm mm mm mm mm mm mm mm mm nn m� m� m� m� mm rn rn rn rn rn rn rn rn rn rn rn rr rr rr rr rr rr rr rr rr rr rr rr rr V�J vv - - - - - - - - - �� ea ea ea ea ea ea av av av as ea ea - - - as - va as as as as as as as as as as as -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 OF 27 ..mN. ELL GAMRADT Scale: 1"= 20 o 1a 20 ac 0,No.40758POE�c' RECORD DRAWING I }o nrnm4VALmloumcoo. of DRAWN BY: KMG I O CHECKED BY: APPROVED BY: DATE: 01-30-17 Oi Oi Y � I a F _ G 4 STA 2+11 ABANDON EXISTING CONNECT TO EXISTING STA 3+80,12.3'LEFT _— I STORM PIPE IN STORM DRAIN LEFT CONNECT TO EXISTING ZO PLACE S.D.MANHOLE RIM=4796.21(A.B.) U] V. 1.3 INVINN(NE)(XIIS.)=4791 19(A.B.)) W INV.IN(SE)(EXIST.)=4791.34(A.B.) a+ M INV.IN(SW)(EXIST)=4791.19(A.B.) ---- INV.IN(NW)(XIST.)=4791.27 W—_ �yy \ _ — INV.OUT(N)(EXIST.)=4]91.03 c a5;W i a — 0 S.BOZ MAN AVE. 1+00 z° � 3+00 61 SB-�-$D�SE) 0 E- v N o SEE SHEET"SD2" FOR STORM DRAIN N r STA 3+42 O IMPROVEMENTS ON INSTALL NEW S.D.MANHOLE#10 E.OLIVE ST. W a' RIM=4796.30(A.B.) /-� E 8"CLAY INV.IN(SE)(EXIST)=4792.00(A.B.)Lu r W O Lu STA 0+00 INV.OUT(NW)(NEW)=4791.44(AH.) r 4' z F 48"DIA.S.D.MH#5 6 RIM=4799.14(A.B.) Q Z. E m rn INV.IN1)=4795.20(A.B.) O Ll.� INV.IN(Ep 4795.20(A.B.) I INV.IN(SW)=4795.20(A.B.) INV.OUT(N)=4796.20(A.B.) Ey z O 1 �1 z � uT 1 � z G� W 41 N N F CL 4804 4804 ` cv I I, mmm c N v o - ° r'-z9 ERT. ALE: "=2' �i<I GIAy~P�` 4802 o m m m 4802 o&3wy _ rti 'Q¢d< <ZZ2 00 y ¢ N-Z-- W O m as 4800 `< 'ro�' 4800 W ci 3Y m_ oNz w�� oW x U W`$Z J 1 EXISTING s r > . GRADE _>> h rc z zzz 4798 - 4798 DO STA 2+9g O W CONNECT TO EXISTING L y W 4796 4796 STORM DRAIN LEFT W �y z 338 L 15"SD 35 PV N E Qi 4794 C PIPE 4794 O cn �21 W STA 0+14,12"WTR MAIN XING N 4792 T.O.P.ELEV=4793.79 _ 4792 O N PROVIDE FLOWABLE FILL,MIN.10' r 2i NEW 4 EACH SIDE OF WATER XING 8 h I�.y FULL WIDTH OF UTILITY TRENCH TO W3 S N W MID HEIGHT OF STORM SEWER F�1 Ey u � W 4790 4790 W O SSS 20 LF 15"SDR-35 PVC r v Q 1.00% N > SS it z O G� 4788 4788 X N t—( 4786 N 4786 O 4785 4785 SHEET No. 15 N m,1 mm mm ww 'iM NN ve mm qq NN MM NN oo ww ww wa ww nn IRw vlpi vlOi mm roro NM NN V V V V 00 yy py yv as NN W� W� W� Wm Wm WO�i Wm m. W. W. W. O1A Ori Ori Ori Ori Wm WO�i WO�i Wm WW O�iW WO�i WW WO�i Wm Obi Obi O101 Wm WO�i WO6i Wm O6iW rr rr rr rr rr hh rr h I� h h v .I� rr rr I�I� �� nn nn nl� rr hh hh rr I�r rl� hh hh hh rr hI� rr hh hh rr rr av av av ae ae ve as ev ve ve ve v ve as ae ve ve ae ae ae ae ve ve ae ve ae ve ve ve ae ea vv ae ve ve ae ae -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 SD3 OF 27 1u�1!C I��r Z3ELLEN _ GA ORADT = Scale: 1"= 20 M p=No. 58PE,��=y\ STA 0+14,24.2'LEFT @ TBC STORM DRAIN INLET##14 rn U ; TBC=4794.83(A.B.) 0 10 20 40 1 I ,y bar (n INV.(NW)=4790.50(A.B,) J brier ulnlllpn111111��\\\\\\\\\ a 3 INDICATES DRAWN BY: KMG O CHECKED BY: STA 0+33,DRAIN FT LET TBC STA 3+41.1,24.2'LEFT@TBC — CHANGE PER V STORM DRAIN INLET#12 APPROVED BY: m I TB.IN(W).9791.23 STORM DRTBC 4ET#10 ) I I ADDENDUM#1 TBC=4796.47(A.B. m INV.IN(W)=4791.23(A.B.) INV.(SW)=4793.68(A.B.) DATE: 12-15-18 INSTALL 24 LF u` 3 LF INSTALL 3 LF 12"SDR-35 PVC PIPE 12 00%(PVC PIPE (AB) ® `@ 1 _ INSTALL 30 LF F 12"$DR-35 PVC PIPE p �B ie I I @ 1.00%(A.B.) W ie de o 3+ 4+ I Pulp o Q 6S♦_� So_ W s m _ 20 LF,10"SDR-35 ° p NG NG O 3+00 STA 0+33 S.CH U R �►A c 1BSTA D�LF A CO LPLED m STA 0+00 48"DIA.STORM MH#12 +00 OE660l9 FJRE W1 FERNCO S y" CONNECT TO EXIST.STORM MH A g M m a RIM=4]95.10(A.B.) RIM IN(S)=72( ) M M M INV.IN(SW)(NEW)= (A.B.) INV.IN(S)=.4TB9;83.47 M 4790.09 INV.IN(Ep4791-16-478. INV.IN(SE)(NEWp 4790.02(AB.) INSTALL 4I LF _ INV.IN(S)(NEW)=4789.71(A.B.) �' 12"SDR-35 PVC PIPE INV.OUT(N) 4T4789,63 89.65(A.B.) Z = INV.IN(NE)(EXIST.)=4790.43(A.B.) @ 1.00% INV.DDT(N)=4789E34788.17 A.6 a m INV.IN(NW)(EXIST.)=4790.81(A.B.) (A.B.) CO INV.OUT(N)(EXIST.)=4787.81(A.B.) I rINSTALL 36 LF N 12"SDR-35 PVC PIPE INSTALL 21 LF 1 @1.00%(A.B.) 12"SDR-35 PVC PIPE 3+63 @ 1.00%(A.B.) I 48"DIA.S DTAI k q W E N cp RIM=4796.85(A.B.) p STA 3+60.8,40.0'RIGHT @TBC N INV.INAW 793.38(A.B.) W STORM DRAIN INLET#9 STA.+33,24.1'RIGHT @ TBC 10"CLAY INV.IN(S)(EXIST-47.21.13(A.B.) ® Q E 6"CLAY INV.IN(SW)(EXISTJ=4792.756(A.B.) c TBC=4796.28 STORM DRAIN INLET#11 I INV.(E)=4793.75 04 0) d TBC=4795.02(A.B.) 6'CLAN INV.IN(SE)(EXISTJ=4792.82(A.B.) INV.IN(W)=4791.35(A.B.) ININV.IN(NE)=4793.38(A.B.) V.OUT(N)=-479Sa34790.84(A.B.) d STA 0+17,41.2'RIGHT @ TBC > O z z ui STORM DRAIN INLET#13 0 7 '� W O CV m TBC=4794.97(A.B.) J �y W I INV.(NE)=4790.50(A.B.) RECORD DRAWING � � � z r�,I C7 W x z E x 4802 4802 w m 1J1 * nN b HO IZ.SC LE:1" 20' V RT.SC LE:1" 2' sV I Ii o aa< OG C 4800 m m m II F m 4800 $ ,tlj* GNtiti mmf �^ n�iN tn2F »> 4798 h -- --- 4798 o b zzz zp 3? W 4796 --- -- a arc 2 z z z z 4796 0N __ F�1 F+i 4794 4794 E-I O wz E" z 4792 4792 z O F 0 82%A. z � 5826 15"SD-35 PV PIPE also 4790 a Z o N x � 0 sss F Q 4788 alas Ss o � � o ss W EI STA 3+54 W m 4786 8"WATER MAIN XING 4786 T.O.P.=498i:99-4786.10(A.B.) L PROVIDE 18"MIN.VERTICAL E_' SEPARATION Vr�//)� 1 4784 4784 4782 4782 SHEET No. 16 nn "w mm gi gi oo NN �M vv vv mm �n rnm o0 o°iM c°'iM u�u� �m mm rnm rnm mm mm mm gi gi rnm �'m rnm m �'m g'm rnm rnm rnm �'m �'m �'m rnm rnm .19 rnm �i�i mm �i�i �i�i mm rnm mm mm Rai mm mm r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r .. .. .. r r r r r r r r r r r r r r ov ev ev ev vv vv av av ev vv ev ev ev av av ev vv ev ev ev av av ev vv ee ve ee ve ve ee vv ee ee ve ee ee -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 SD4 OF 27 Q\\IIIIII II IIIIIIIIII////// wy 3 w I `\ KEELLEN M. GAMRADT I _ RECOR DRAWING 4U756POE UN 3 o W �ss LENS I I to „oovolq'v'AT, I IIIIIIIIIIIIII\\\\\\\ JDRAWN BY: INSTALL 6"$CH.11 coO N CHECKED BY: KMG PVC UTILITY CONDUIT �^N PVC U ILIINSTALTY CONDUIT w, Q 2'BURY(TYPICAL) V/ RESIDENTIAL DRIVEWAY Q 2'BURY(TYPICAL) MATCH APPROVED BY: APPROACH PER COB XIISTING I N RESIDENTIAL DRIVEWAY STD DWG#02529-11 DATE: 12/5/18 INSTALL PED RAMPS PER APPROACH PER COB INSTALL FED RAMPS PER I COB STD DWG#02529-8 STD DWG#0252&11 COB STD DWG#02529-8 RESIDENTIAL DRIVEWAY INSTALL PED RAMPS PE APPROACH PER COB W j: O x COB STD DWG 40252M STD DWG#02529-11 Z o J = E n oR=1� OHP OHP OHP OH OHP O� z N PI <T W W W W W W W W W — Z F rc P '?o O W ry W W �_ o 0+00 1+00 2+01 3+00 c a"� 0 ° > a OS OH F NG 06 3 I O \ o B c c _ N c '� N N N NG ryG NG NG 3 \ 2� " NG NG dHo E OLIVE ST Z R=10 I � �EM.VE RESIDENTIAL DRIVEWAINSTALL PED RAMPS P RSTA0+31 BEGIN APPROACH PER COB EFREPICE COB STD DWG#0252 8 ROAD RECONSTRUCTION O STD DWG#02529-11 100 LF OF EXISTING WALK TO c I INSTAL 6"SCOH.D O u� PVC UTILITY CONDUIT RESIDE CH PER RCOB MATCH NEW CURB LINE REMOVE 8 REPLACE m 2'BURY(TYPICAL) APPROACH PER COB W .Ni AS DIRECTED BY ON SITE ENGINEER � ATCH I � EXIST.WALK(TVP) STD DWG#02529-11 � N z N I W —N— O XISTING I p X scale: 1"=20' �— y �I Q 1y z SEE SHEET SD1 THROUGH SD4 FOR 0 p , I Z. o 0 10 20 40 STORM DRAIN IMPROVEMENTS I I w > I E-1 z o z m H R'Z.9 ALE:' =2°' LE T OP OF CU B a: w w w ERT.S ALE:1 =2' p o W W 4804 o W 4804 E-1 'R W 0. 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SEE INTER ECTI N DE IL a w ROAD w >w ALI 3NMEl IT FI 41SH TBC SE E INTE RSECI ION DETAIL I d,ZlO* G NyyP 4800 LEFT SHEET IZ5 FOR VERTI AL W 4800 _ LIGNM NT - - - - O.OMO J 4798 0 4798 X? 4796 4796 7 Na oamnf oamnf oamnf Ornamn Ornamn oamnf aaromsnf ar�mmsn oamnf amsnc Nararnsnc aarer rnoarnnf arnsrnc oarmnf Narnenc oaOrnnf arnsnc aar0er Ooarnnf arnsNnc toarnnOf 0awerc �varnaNnc oarnnf awerc oarnnhf arnsNnc Moarnnf Oawerc armrnsOn �vOowerf .ar rns.n marnnFwer .ra!rnsnp -ar?rnsn2 NarnnVrnsn aNn Osn ar er arnn rnsn Oar Ner Mar Wrnsn M�vNwar M�vWM M M M W O� On D DfO O f0 h� D h0 OVO rnan �arnn�rnsn OvWmarn aYVraarnsnp0 NaVraarnsnp0 0Vra0arnsn01 �mnm^n Mr�n Mmn Wmn VVr NOrI rnVn Omrnrni hwr 0wr NOrnn1 Ornmn tawr0�wr �wr�omnf ofrnn`f NNmrnr 0ornnf Nrnrnrn 0ornnf Mowrf 0�comrnqf mL �o, o a6w66 0 rnr NVwr O�rnni Vrnmrn FI�� as ae as as as ae as ae as ae as ae va as as E-I O 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 -04 [4 +' E-z 4806 HOR .SCA E:1"= 0' RIGHT O O CURB 46U6 �, i VE T.SCALE:1"_ ra O w a a o = O + o 4804 w 0W 4804 N E-W W O QI w a IN� o v H O H II II y F II II W y > > > t [~ a - 4802 w D. w a w EXISTI G G 4802 W qROA31 SHE T R5 OR V RTICA SEET 5 FOR VER TI AL FINI RIGHT 4800 ALI NMEN A IGNM NT WI F[~+ I 1 0.33% -0. % 5.415b — — _ 4800 ri 4798 4798 0 Sao rx SHEET No. 17 x3 4796 1796 01 01 01 01 01 01 01 01 0101 W01 0101 0101 0101 0101 0101 0101 0101 A W01 0101 0101 0101 0�01 0101 0101 0101 0101 0101 O10i �01 Oi 01 0101 0101 01 0�01 0101 01 0101 0101 0101 010i 0101 0101 0101 0101 010i 0101 0101 0101 0101 O1A 0101 O1G OHO OIC 01G �' m m rn m m rn m m mm rnm mm mm mrn mm mm mm mm �'rn mm rnm rnrn rnm mm rnrn rnm rnm rnm rnm rno+ m rnrn rnm rnm mm mm rnm mrn rnm rnm rnm rno+ rnm rnm rnm rnm rno+ rnm rnm rnm rnm rnrn rnm rno mo rno rno r nn n rn n nr rr n r nr n rn rn rr nn r nn r n rm a e e e e e e e e ea as ea ea ea ea ea ea ea va ev ev ea av vv ea ev ev ev ev ev av ea ee ev vv vv ev vv ev av ev ev ea as ea ea ev ev ev ev ea ea ev ev vv ev ee 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 OF 27 3 W KELLEN M. ` DT W o I NoA 0758PE \ w RECORD DRAWING _N_ Scale 1"= 20 N INSTALL PED RAMPS PER W 'eS'7CENSE' COB STD DWG#02529A W 0 10 20 40 n I O p 3 + DRAWN BY: KMG + CHECKED BY: i INSTALL PED RAMP PER F APPROVED BY: H RESIDENTIAL DRIVEWAY COB STD DWG#02529-8 I REMOVE,REGRADE B REPLACE (n DATE: 1275716 0 APPROACH PER COB 137 SF OF EXISTING WALK 8 DRIVEWAY STD DWG#02529-11 RESIDENTIAL DRIVEWAY RESIDENTIAL DRIVEWAY TO MATCH NEW CURB LINE I APPROACH PER COB RESIDENTIAL DRIVEWAY APPROACH PER COB 3 I MA CH AS DIRECTED BY ON SITE ENGINEER W Y W STD DWG#02529-11 APPROACH PER COB STD DWG#02529-11 EXISTING Z Z STD DWG#02529-11 J RESIDENTIAL DRIVEWAY J I b APPROACH PER COB = F .� .1� STD DWG#02529-11 --- � _ H BHP OHP OHP W W VJ S 1 O I W W �W G .a NG 3 NG I \ 3 O SD 0SD SD 1 NG NG G NG N N �^ SD—LSD SD SD 3 BT T T BT gT 5 ON N ON N ON ON o ON ON ON N N ON— Z - M R=10• 1 R-10 � � O F X i I Dm J\r 5� N RESI DENTIAL DRIVEWAY O O m CJ APPROACH PER COB INSTALL PED RAMPS PER W E .Ni ti O STD DWG#02529-11 W COB STD DWG RESIDENTIAL DRIVEWAY REMOVE REPLACE RESIDENTIAL DRIVEWAY Z o INSTALL PED RAMP PER N I v APPROACH PER COB EXIST.WALK APPROACH PER COB COB STD DWG#02529-8 MA STD DWG#02529-11 mP) STDDWG#02529-11 O O RESIDENTIAL DRIVEWAY o 'w- CH i� BOULEVARD ALLEY >-. EXI Tly. INSTALL 6'SCH.80 APPROACH PER COB APPROACH PER COB I PVC UTILITY CONDUIT INSTALL PED RAMP PER STD DWG#02529-7A STD DWG#0252411 I ®2'BURY(TYPICAL) 20, RESIDENTIAL DRIVEWAY COB STD DWG#02529-8 W O d APPROACH PER COB z O 0 I STD DWG#0252911 hO+l (ry F _ SEE SHEET SD1 SD4 FOR STORM DRAIN z z 0 -� IMPROVEMENTS w N M I_4 H R'Z.& ALE:1'=20' LE T OP OF CU B w W w N eo ERT.S ALE:1'=2' r o O o cV pa d. x W fn v 4804 N N 4804 E- +oi +^ m W IOn a �� II oN. N o N CL 55 > NW w lia n ma a + 2� a<ilyb�o a w w ¢ F II ¢ 4802 In EXISTING OF AIDE N> N> 4802 O co CLR AD >W a >W Q SE I NTEF SECTI A DEI AIL a w a w > wo $ S EETR FOR ERTIC L w I .t ICI bP�` Z 0.5% FINISH Bo LGM EE IN ERSE AIL L _ AN SHEETR5 FOR VER ICAL G 48GO ALIGNMENT 4800 -06° - Nti J E-1 4796 4798 INN 4796 4796 of of of V N V OIAOin N �rN N N rN N N V IA V 0V< N� CmN 0 of of Vm OWof Nof Oof Vm Oof M O O M O N� TV f7 Vf7 0 rn m NO O W O h 9 hN I 90 of VON W V 7 rnofornrnrnrnornrnrnofrnofrnofom c- om m om om om om o6om om rn rn orn orn o m rnommoo orn orn rn oirn rnrn rn rn rn rnm 9 m rnam rnof m rn 9 99 9 rnrn rnrn ve as va ve ve ve ve ve ve ve ve as as ve ve ve ve ve as as as as as as as as as as va as va as as as as as as va as as as as va as av as as as as as as as av va as as H C E'I o W cfl 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 I� z + E p 4806 �' ORIZ.SCALE:1"=20' I G T TOP F CURB PO4HD6 0 VERT. CALE:1"=2' W o Z o W v, IT v m tO oo 6 I-a �o o +oa 4804 o o n v o n 4804 L�j L(J O u l a ¢ O W W vI C/] O E-/ O > �w » Fa °°r +N E >w w w a w » N II F II it v W U� aw aw �> 4802 XISTING RADE > -W F II + 4802 W W ROAD S EETR FOR ERTIC L a w FINISH BC AL GNME T H W RIGHT 0.50Y 27--h -0.48 oEE IN ERSE TION ETAIL 4800 — — — — L — — — — _ -SHEETR5 FORVERTICAL Lid 4800 -0.61% ZJ — — H --I Q Q 4798 w 4798 SHEET No. 18 inv�v nvmv °a'mv nvRovz 4796 �vmv mvv vv vv vfv mvov mvmv mvov mvmv mvmv mvov mvmv mvov mvov mm oo mo mm mo mvmv mvmv mvov mvmv mvmv av ovov av �vmv � nm nm nm ^o m n� n� � n� °'Of n� �°' °'O' 4796 n. n. n. n. .. .. n. n.d No �hN M as NC O � O NoNHN OM NN N N M N C OM �N NN vm O C N t I IOR 2 m oo� �o0o .o co co .omm o .6 66 v v v vm v' vv av vv va vv vv vv vv vv vv vv vv av vv vv 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 OF 27 .�1NI...... n KELLEN GAMRADT / S I =' No.40758PE w — js�CENs + Swle: 1"=20' ••06rlum�illlAil nm ��• C SEE SHEET"R4"FOR ROAD 3 1p IMPROVEMENTS ON S.CHURCH AVE. I 0 10 20 40 DRAWN BY: KMG Q RESIDENTIAL DRIVEWAY INSTALL 6"SCH.80 ll^^ CHECKED BY: APPROACH PER COB PVC UTILITY CONDUIT m vJ APPROVED BY: STD DWG#02529-11 @ 2'BURY(TYPICAL) N NOT INSTALLED(A.B.) INSTALL FED RAMPS PER DATE: 12/5/16 u u COB STD DWG 40252M I O BOULEVARD ALLEY REMOVE 8 REPLACE Y W EXIST.WALK APPROACH PER COB Z (TYP) STD DWG#02529-7A — R=15' I I v INSTALL FED RAMPS PER - I} _ COB STD DWG#0252M I I I d - - - - � - � �1 z O SMTAAT 14,51 OHP OHP OH P C 4S � O IVE ST OH Z W o — W W I o 3 I O m I J ON ON ON N ON ON O ON � Z O VfIFT o MAT OH EXIS IN � TO AIN MULE p p STALL 6'SCH.80 CJ PVC TVCONDUIT W E N p RESIDENTIAL ROACH DRIVEWAYCOB 'I p APPROACH PER COB O @2'BUR PICAL) N Z BOULEVARDALLEY NOT INSTALLE .B.) MATCH w STD DWG#02529-11 APPROACH PER COB EXISTING O STD DWG#02529-7A CURB I pE', d W a o Z- r=. RECORD DRAWIN W >SEE SHEET DRAIN THROUGH EN FOR O STORM DRAIN IMPROVEMENTS � � � w I w E- zo m HORI .scA :, = o' LEFT TOP FCUR � wwN O p O � w N � � w x z 4802 = p asoz E- x o� w > W �2m w ¢ P fG N> II III �O 4800 4800 N It+7 O EXISTI Q GRA a w II v JRO FINIE HTBC W -t�l.�*IGAyyP LEFT 4798 �9 4798 W — Z — — U ' EE IN ERSE TION ETAI W 4796 ~ 4796 I Z �9 ALIG MENT r"1® Rzz +1 4794 4794 7 ^� V MR 01 CN,1 rr �DN RN 01A a0M I(l H• M� INN 01^ 00^ MH• nt�D mN nm NN 01N MaD VM �� 01A VN VI(l `al0 W� mM ^� ^01 NN NO I(l Oa0 M N NO O M 01 W F-1 Yl il: cp V NN V O NO MOIq-q O� <G l0 V V NM NN 't NOI OI uG OIL f0 V fGV M N I� O� O O O�r r;r r;n rr rr rr; r`r I�r rn rr rr I�w rm r� r;� I row 'rc m� rorc �c� rowmAArnAmAmnrnmrnnrnmmAmArmv vv av If av av vv vv vv vv vv vv ev vv vv ev ev ev vv vv vv ev ev vv ev ev vv ve ev vv ev ea ev ev a v e e e v v v °~ O W CO 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 d W + cl E 4804 ORIZ. CALE:1"=20' 4804 O � I VERT.SCALE 1"=2' IG T TOP F U B ® 6 I-a + 0'_ o g� :2i O 4802 N o 4802 N O V) o W Q N V1 I a o � Cq C/D Ld ¢ o� to> E- w N 4800 FINISH BC-, d W II y 4600co [�] ISTING RADE N> r^, O CrROAD a w W _ 1+1 4798 _ -0"7% 3ET 4798 SHEE RS F R VE ALIG MENT 4796 F o 4796 m in y SHEET No. 19 X? 4794 4794 r� n� tp� VOI Nm OaD MaD Wn Ntp MtD RN ON m OM tpM INN w O NA NA Nw, 41, Mn R8 �iN �iN O OM 1w INN I��2 NO �O h I� R O O O O mm mm mm mm mm d^ mm 6^ d^ 6m d^ 6m �m m^ �m vv as vv vv ov vv vv vv vv vv vv vv vv vv va vv vv vv vv vv v ra�,m mm mA mm mm mm �m �m 6m 6m mm mm mm m rn m m-^ -. -. -. -- -. av vv va vv vv vv vo vo vo vv vv vo va v a a a v v a a a 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 1OF 27 SEE SHEET"R3"FOR ROAD I 111ii111111111111111�� IMPROVEMENTS ON E.OLIVE STREET RESIDENTIAL DRIVEWAY INSTALL COB STIED RAMPS PER _ RESIDENTIAL DRIVEWAY STD DWG#02529A U) ` P° INSTALL PED RAMPS PER APPROACH PER COB APPROACH PER COB v, COB STD DWG#02529-8 STD DWG#02529-11 STD DWG#02529-11 I I Y GAMRADT SE INTER ECTION GRADI G %p-No.40758PE 1'= D TAILS, HISPA E 15, INS T L6'S H.80 p. U ii��illll�jll111111 �� PVC UTIL S CH CH AV 2'BURV PICAL) DRAWN BY: KMG NOT IN LLED(A.B) R=15 M �m CHECKED BY: MATCH 3 W W W�W W W 8 w APPROVED BY: ,N RW �KISTING W 3 EXISTING ON— DATE: 12/5/16 y fr yo as as a o oS�as--f—as Gs Gs U I as BF F ` d ; F F B F F F R=15 �/. I 3� I O Z INSTALL PED RAMPS PER 4® o ['v] ( ) ®�` I COB STD DWG#02529-8 REMOVE&REPLACE ATCH EXIST.WALK Z gg SEE SHEET SD1 -SD4 FOR STORM DRAIN TYP RESIDENTI STD DWG#02529-11 20 AL DRIVEWAY .r^ o A W 6 MISTING APPROACH PER COB ' G f INSTALL PED RAMPS PER g SEE SHEET"RS"FOR INTERSECTION SS o VERTICAL ALIGNMENT COB STD DWG i102529-6 L I ' IMPROVEMENTS o o zo ao ® 3co c m HOI UZ.SC LE:1" 20 Y z° - V RT.SC LE:1" 2' LEFT TO Of C RB V I-� 4800 r 4800 /� a a I Wo I io'a'x'a Q o o do W N W 4798 N> 4798 p n EXISTING GRAD ROA d W W W W �mesaW So ON ON rr W d LEFT C 4796 - 4796 I z z 0 I — 3 •�" IE-1 4794 4794 as as as as as x� I x W o O s x e mlo mN NN a�comrv, mr r �r r or rr vrvr rr or�r rr o in No rin loin vo min ain mo AN s 2 Rm m m mm o no "m mo m vm m m' Nm vm Nm om ;mi m 0m 0 N mv N m 0tmo o 9 9 9 m 99m F8 99. m m m m m tmo r,Q CL rr rr rr rr rr rr rr rr rr r rr rr rr r r rr r rr rr rr rr rr rr r r r r M 11 nNb v v v v v v vv v0 vv v0 vv v0 vv vv vv vv vv vv vv vv vv Vv vv vv vv Vv Cv vv Vv vv vv vv vv vv vv v v v v I m -BF_ { { N 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 eF� a O co � BF—BF BF —BF_ G] CO I YPF N H IZ. LE:1" 20' V RT.SC LE:1" 2' 4800 4800 E- n � m SEE SHEET SD1 -SD ORM D IN W IMP ROVEMEN S 4798 EXISTIN GRADE V)W 4798 ^3 fL ROAD aw FINIS TBC g z IGHT Scale: 1"= 10' 4796 _ 4796 0 5 10 20 I o S. CHURCH & E. BABCOCK INTERSECTION GRADING w 00 4794 w w 4794 rNN-+ d + -_ W E-E o x I MO @O> .17, mm m mmm 8r 8 mm m Jr Is mN ONN �10 � nr mVNm NO 1�; O16 m mmmmmm .^ ^ ^ rr ^ ^ ^ rr ^ rr r ®^ +m m m mm mm ^m ^ ^m mmm m mmmm N 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 WRECORD F Fi E- 4800 4800 E-1 DRAWING w N $ HORIZ SCAL :1"=2' cc om VERT SCAL :1"=2' r r 'm I4 la N II a w Q II 4798 > N> EX STING—GI DE 4798 IN W 7 W fLI OAD + vL D w Q YC RDA 4796 — _.57 >J 4796 Q x? SHEET No. 20 4794 4794 N O m0 ON m,�0 Mm N� OV Om O� �o NN Mm -Rl mW m� nt: r fOOl �� N H � r VN ON m0 NN om C� O m O O NO hfp �1V � �1N VN V� NO NOi�� C�G �GN �C�G �C�G �C�GNAGmW �N �N mm 'N NmIllN mm N � mm mmmmm mm mm mmm mm mm mmm mm mm mm mm mm m m 1= rn rrr77v va va va vv va as va va va vv as as va ea va v a a a R4 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 OF 27 \\\111111I I I I I IIIIIIIII///i TA o„ yj _ 1 KELLEN GAMRADT Z NO.40758PE \ o V LLl ///mllAL1o\o\0 —as fV Gs I oo/v DRAWN BY: KMG / O,t♦F CHECKED BY: APPROVED BY: _ y DATE: 12/5/16 UTILITY IC p OHPDLVE —W W W W im NOT INSTALLED .B.) P- I W VO' O —W W W W, W W W W W L \ I ro W °" W W _E.OL ST.— _7+nIL — — F — — — — — — — v w —® \s + — + 0 F+ + + s — .OLIVE S + — _ E.PLIVE STD' + + 4+u � SD—SD _Tp BD— w + —NG p G NG p 10 ON F ON--44 o BT BT BT 5 T BT BT OF BBT B- \ BT BT BT BT NO NGO OS b. N NO N NO G f M mob BT BT BT BT T BT— UTILITY CULWE T �y G p i0' NOT IN I � wF � W E UT TY CULVE T F N W I v > F N T STALLED A.B/ —N— X rc \ O O QI Y -4i Q I NEW FED RAMPS 9 mJ INSTALLED(A.B.) 9— I " O z z v F 1 F W w a W o � P4w Scale: 1"=10' J I J/ ~� _ 0 5 10 20 I z U z W N e0 ALL INTERSECTIONS w x z E. OLIVE ST. & BLACK AVE. INTERSECTION GRADING E. OLIVE ST. & S. BOZEMAN AVE INTERSECTION GRADING E. OLIVE ST. & LINDLEY PL. INTERSECTION GRADING x t4 ` nNy I I o tV I I, O co u tr� 'aI wwI NOTII ST�LLED A.B.)o ayp g � 91 - NOTES: 0. 2 l I z CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, a MANHOLE CASTINGS,AND OTHER EXISTING UTILITIES TO FINISH o 1 ® .73% GRADE PER CITY OF BOZEMAN STANDARD DRAWINGS 02213-1& a OH SD OF� OH`o-ns. OH -°H OH I.. O E.OL 02213-2. d E-I INSTALLE (A. 1 _ O5 OHF F W W Q rc O _x.W W OH / L. ,z, W C� 1 Z I H �� r^ 0 i 1 i W W W W OHP 4 V1� z P AMPNOT CO /® E.OLIVE ST. ° \$ 1 � 1 INSTAL (As.) — � � s — — — — — — � w W —_ ® + — m + + — — — 1 D+0— + I + — ,4+ 'fl O — 14 O o RECORD W W 1 O E.OL E ST. — — — — —SD SD R D SD I 1 =�. F l pry I STALLED(A.B.) ro ON �OFVDIV— �ppy. N ON N PED RAMP NOT / fr UTILITV CULVERT ON Dry ON�DN p NOTppIN��STALLED( oDRAWING OF OF F B BF BF gFT ET �T I �1 BT BT BT BT •� •�.a HoLu O a Q O s = C�2 STAT-- +B O EXISTING TIC C I I 9 LEFT IN P E OVA I E NEW AS PHA TGRA E T H S U I I OF V I SHEET NO. 21 TOP CAL C R L V A.B.) �E. OLIVE ST. & S. ROUSE AVE INTERSECTION GRADING R 5 E. OLIVE ST. & S. CHURCH AVE INTERSECTION GRADING OF 27 g�.... E Olive St O `* ELLEN M. + _ ' GAMRADT 5 _ N REPLACE EXIST.STREET SIGNS 00 NO.40758PE s = W REUSE EXIST,STOP SIGN SFOrA N w � , ■ o I o,%VIgVAIL110 O Z DRAWN BY:KMG a NEUSIGNS Rxls.ln �P(,\,�c\ J CHECKED HY: �pr' = APPROVED BY: slcN.G U REUSE �P\ O f Q DATE: 12-9-16 EXISTNG NG .I slcNs Qua I a0 SIGNS -Q \ y NEW SIGN(A.B.) T� REUSE EXIST. REUSE cs`�d8' W SIGN EXISTING / I NEW 1'18" REUSE EXIST. SIGN SIGN NEV,SIGN(A.B.) SIGN NOT INSTALLED(A B.) I OHP O W v' 71 3+01) - - I I I ��- I h I -I � - �- I— -I 5+0� - + � w S- BT , OLIVE S G �- 6� E N NO ,OLIVE STREET BT BT BT G D NG N \ NG -- — —zfNO --- 'JN� o �'�a r I I� ✓,>n'a W m adat� Ic o "; 6, ll� :EI HISTORIC BUILDINIG S G EXISTING PLACE SIGN # ^V W E" cp'J p N W I REUSE V dddd�a� EXI-NG NEW REUSE EXIST. ■ 24i30" Gv\�\1 ell 2 E E Olive St N , E Olive St SIGNN rrpq REUSE EXIST. _ �e�OGa h+-1 11 C n SIGNS m D REUSE RESET EXIST. j 'oy3�� Z E NOTES: W EXISTING REUSESIGNS n \�� 2 ZO m nNG , ■ EXIT Oa I, 'REUSE EXISTING SIGN' -N- y , ■ SIGNS I SIGN SIGNT EXISTING IJ- O MOUNT TO A NEW TLREMOVEEXISTI G SIGNRESET FROM POST, IV _ z W ^ MOUNT C ANEWTELSPARPOST AND RESET THE SIGN AS DIRECTED BY THE ENGINEER 'REPLACE EXISTING SIGN' ET SIGNS W p N C CONTRACTOR SHALL DISPOSE OF EXISTING SIGN, INSTALL BxXX STRE v PURCHASE A NEW SIGN,MOUNT TO A TELSPAR POST 8 RESET Ew 30'k30'STOv SIGN AS DIRECTED BY THE ENGINEER 'RESET EXISTING SIGN" W CONTRACTOR SHALL SAVE THE EXISTING SIGN AND POST AND F RESET AS DIRECTED BY THE ENGINEER S-IC: 1"= 30' 'NEW SIGN' CONTRACTOR SHALL PURCHASE SIGN,TELSPAR POST,AND ....11 # SET AS DIRECTED BY THE ENGINEER 0 15 30 60 I I O CV II; O co RECORD DRAWINGCID � O E Olive St 't III bP�` O REUSE EXIST,STREET SIGNS 00 W� NEW 30"x30"STOP SIGN .m Q C E- (n I W Z O J ■ 0 I I + I • a L n ��F\.G REUSE Z REUSE C' I a ^I 1'c� � EXISTING O EXIT IN. I N • j GOQ'� SIGN ry y SIGNS E REMOVE EXIST.SIGN � NEW �� _ FROM POWER POLE 24"X30" NEW 12.18" I Z INSTALL ON NEW SIGN a TELSPAR POST O l OHP O O �BIT E- O W P V1 WN O �H OHP O 6,� U� z O —SD -sD -s R �- lu T - r---��-J- - 0- r-- -I _O—W— O �y ON ON �I 3 EFS T � i X I I / Xvili I � i f NEW SIGN(A.B.) I E Olive St NEW SIG (A.B NOTES: f \�d s ■ ,. 1t O D ^' REUSE EXISTING SIGN' I•�C CONTRA NE ALL REMOVE EXISTING SIGN FROM POST. ll� MOUNTTO A NEW TELSPAR POST AND RESET THE SIGN AS Ga MOUNT TO PO RPOLE REUSE EXISTINGNEW STOP SIGN DIRECTED BY THE ENGINEER INSTALL NEW STREET SIGNS 'REPLACE EXISTING SIGN' NOT INSTALLED(A.B.) CONTRACTOR SHALL DISPOSE OF EXISTING SIGN, SHEET No. 22 PURCHASE A NEW SIGN,MOUNT TO A TELSPAR POST 8 RESET AS DIRECTED BY THE ENGINEER s yyyEXI "RESETSDIR CTEDB"CONTRACTORSHALLSAVETHEEXISTING SIGNANDPOSTAND RESET AS DIRECTED BY THE ENGINEER Scale: 1"=30' 'NEW SIGN' CONTRACTOR SHALL PURCHASE SIGN,TELSPAR POST,AND SET AS DIRECTED BY THE ENGINEER 0 15 30 60 OF 27 amnuT mmr2riiiori KELLEN M. GAMRADT No.40758PE'�i> •s'rl�AL A • rr rumnnnnma��0oo\\ DRAWN BY: CHECKED BY: APPROVED BY: DATE: RECORD DRAWING d 00 z 0 � z � a o c z° SPEED ZONE REUSE o p m EXISTING SIGN AHEAD r, E G. �c W I ��`fE�I QpQ�P�d 0 Q1piVl�' p Z ll�^L / REUSE SX✓ L Z O vJ EXISTING SIGN EXISTING SIGN RESET d°\ llr^^ EXISTING SIGN Q`(- v! W I I W N p / O R SET o p o W I e o x w 1 z 0 m E- so w 1 —. + — +00 I co 2+00 O 5W Gco S Og cIL 'LjJ i< G AX' BE x F BF F B E- BF BF BF \ BF I I a Eus siarv'r•18 aaa�a BIGNT�a °>�da� • o °* REUSE r 1 NEW 12"x19" EXISTING �J SIGN SIGNS I� z W E- z W ® :2i x -N- W w �D U � x W E-' W Scale: 1"= 20 NN O 0 10 20 40 NOTES: O "REUSE EXISTING SIGN" ^, CONTRACTOR SHALL REMOVE EXISTING SIGN FROM POST, MOUNT TO A NEW TELSPAR POST AND RESET THE SIGN AS B DIRECTED By THE ENGINEER REPLACE EXISTING SIGN' SHEET No. 23 CONTRACTOR SHALL DISPOSE OF EXISTING SIGN, PURCHASEANEWSIGN,MOUNTTOATELSPAR POSTS RESET AS DIRECTED BY THE ENGINEER ^,� yyy //�� 'RESET SDIRECTED B (, 111 CONTRACTOR SHALL SAVE THE EXISTING SIGN AND POST AND f/"_/F`�///I RESET EXISTING DIRECTED SIGN'THE ENGINEER "NEW SIGN" CONTRACTOR SHALL PURCHASE SIGN,TELSPAR POST,AND SET AS DIRECTED BY THE ENGINEER OF 27 ccoa ,i, LEGEND NOTES. KELLEN M. 5 _ � GAMRADT - 1. CONTRACTOR SHALL REFER TO THE STORM WATER POLLUTION PREVENTION �p,tt�,- 40758PE SPILL KIT ❑ EXISTING 9"SQUARE INLET PROTECTION,SEE PLAN(SWPPP),SWPPP ADDITIONAL INFORMATION PAGES,AND BMP MANUAL FOR VNOTE 3 ALL STANDARD DETAILS,APPLICABLE SPECIFICATIONS,AND REQUIREMENTS. ,i„ iL SO EXISTING 18"x36"INLET PROTECTION,SEE NOTE 2. 2. EXISTING INLETS OUTSIDE THE LIMITS OF DISTURBANCE SHALL BE PROTECTED DEWATERING FILTER SYSTEM WITH 18"x36"DROP INLET PROTECTION W/CURB FACE DEFLECTOR/PROTECTOR _N_ DRAWN BY: KMG IN LOCATIONS SHOWN ON THE PLAN. CHECKED BY:FG EXISTING/PROPOSED INLET PROTECTION,SEE NOTE 3. 3. EVERY LOCATION AN EXISTING INLET EXISTS WITHIN THE LIMITS OF DISTURBANCE,CONTRACTOR SHALL PLACE NON-WOVEN GEO-TECH FABRIC APPROVED BY:FG UNDER THE GRATE TO PREVENT POLLUTANTS FROM ENTERING THE CITY STORM DATE: 02/17/17 EQUIPMENT&MATERIALS STAGING AREA SYSTEM. 18N36"DROP INLET PROTECTION W/CURB FACE DEFLECTOR/ PROTECTORS SHALL BE INSTALLED ON ALL NEW INLETS AT THE TIME THE NEW INSTALL ROCK BAG RUN-ON CONTROL INLETS ARE INSTALLED. Style: 1"=50' 4. 9"SQUARE INLETS SHALL BE PROTECTED FROM POLLUTANTS BY PLACING F $ NON-WOVEN GEO-TECH FABRIC UNDER THE GRATE. 0 25 50 100 0 0 CONCRETE WASHOUT 5. CONTRACTOR SHALL UTILIZE A BAG FILTRATION SYSTEM FOR ALL DEWATERING ACTIVITIES."RAIN-FOR-RENT"AND"BAKER CORP"ARE TWO LOCAL COMPANIES vJ THAT SELL AND RENT THIS EQUIPMENT. z O � z � a o c rM Ili .. . z _ r .-11ss oE BABCOCK STREET _ N W , v EXISTING 18"x36" _ O " O t� INLET PROTECTION �� MEW E � - I m LG X TVPICAL OF 8,SEEFI _ y EXISTING 9"SQUARE f w a O .. NOTE 2 I I d I \ INLET PROECTION I �1 p 0• Z TYPICAL OF 2 _ O 6 z ci p I , W C N C Q. — S S S S S S ___ _ v - Ir N 1 co Ak CID 1 _ ..EXISTING/PROPOSED - wo 2 INLET PROTECTION TYPICAL OF Y ow _ SEE NOTE 3 N E- �Pov N a � W � S 1VY Fil E _ s s - s - s —� \ � s — ss — ss s — s — s — s � a I'��I P, CONCRETE WASHOUT - PROPOSED STAGING AREA SEE DETAILS IN THE SHALL MEET ALL r r W BMP MANUAL OF THE CONT REQUIREMENTS DESCRIBED DEWATERING FILTE DOCUMENTS RACT IN THE SWPPP-LOCATION SYSTEM-SEE NOTE 5 - y Q SUBJECT TO CHANGE > � z THROUGHOUT THE PROJECT E ROCK BAG RUN-ON y O Z ,r PROTECTION,TYPICAL OF 9 LOCATIONS SEE DETAILS IN THE BMP SPILL KIT �i z MANUAL OF THE CONTRACT SEE DETAILS IN THE BMP /� DOCUMENTS MANUAL OF THE ® PQ 6 CONTRACT DOCUMENTS N P O a Lu Z w r w Y a- > W Q N Q J O J v x m o m U7 z _ F U -� U) O SHEET No. 24 RECORD DRAWING swi OF 27 \* KELLENmM.M1 /`= GAMRADT ._ 40758PE f -N- O "rrirr Iru�'illllAill umw`Qo\•• DC DRAWN BY: KMG CHECKED BY: !n APPROVED BY: Now Scale: DATE: 02-06-17 W 0 15 3 60_, w — w— w w— w w VV —IN o z N 5 ® s — s — s — S — s — s — s w E VESTREF ® — s — s — s — s — s —p— s s — s s _ 4"SCH INSTALL 54 LF J .80 PVC INSTALL 63 LF UTILITY CULVERT 4 Z 4"SCH.80 PVC I w INSTALL IF IL UTILITY CULVERT - @ 24"BURY 4 SCH.800 PVC @ 24"BURY UTILITY CULVERT Q @ 24"BURY � cV 1 , CL I I W N W N J O J O m m Z_ ao2 J � 0 ° z O z z o w I E- - Z U zciw „ w N CO O O O V SEPARATION TYPICAL WHERE UTILITY TRENCH ENCROACHES ON h+l THE PROPOSED ROAD SECTION,CONTRACTOR FINISH GROUND SHALL BACKFILL TRENCH AS DESCRIBED IN-E. AS REQUIRED OLIVE ST.TYP.ROAD SECTION'DETAIL,SHEET E-I O D2 RECORD DRAWING — I I PROPOSED CURB 8 GUTTER 7 r (co h o coU 30"MIN. DETECTABLE WARNING TAPE @18'BURY �itl�*IGNyYP NATIVE BACKBLL COMPACT TO 95%RELATIVE MAX.DRY DENSITY I 3 ' E- 1-MINUS PIPE BEDDING 3-UNDER 8 3"OVER I PROPOSED CONDUIT,FULL WIDTH OF TRENCH 0 W DO >I a IQ Q> `1S6 DIAMETERGIJF-LINE FUTUREPATHT-WAY W 2VI6 CONDUIT(PROVIDED BY C.O.B.) I I W I U SEE SPEC SECTION 271 DO JUi � 3 ¢ = z z CONDUIT TRENCHING DETAIL U l O x NTS O E H W OHP r O REPLACE SIDEWALKPANE-6-THICK4,000 PSI 48'WIDE x30"LONG x36"DEEP,BOX SHALL HAVE FIBERMESH REINFORCED CONCRETE BOLT DOWN COVER,SEE SPEC SECTION 27100 Z p r^ Q 2%MAX CROSS SLOPE 8 5%MAX RUNNING SLOPE F W O({p V 1 ss D— sD O sD N-- N � ON— -ON NCO F ® W U _ N _ v _ INSTALL CON I H � f�T— � � W III III—III III III S III III II II III=11 I I I I 1=1 I I III—III III I I III-1 I I III-1 I � - o 3'OF1'MINUS WASHEDROCKBASE "CONDUIT MOUNTEDBACKFILL aERSIDE OF W 6"DEEP WASHED ROCK BED o BRIDGE DECK(A.B.) W ivW� UNDER MAINTENANCE HOLE v Scale: 1"- 30' �I 2.6'DIAMETER DURA-LINE FUTUREPATH 7. 2.6'DIAMETER DURA-LINE FUTUREPATH 7-WAY IL di El- 22116 CONDUIT(PROVIDED BY C.O.B.) 22116 CONDUIT(PROVIDED BY C.O.B.) SEE SPEC SECTION 27100 O SHEET No. 25 CONDUIT MAINTENANCE HOLE DETAIL NT IF 0 1 OF 27 moo,",&u4 AV!u ,,, _14 .��.�... ASPHALT TRENCH RESTORATION ZONE k'" /�r EXISTING ASPHALTKELLEN M. 4'TRENCH WIDTH MINIMUM SURFACE& BASE GAMRADT COURSE TO REMAIN PLANT MIX ASPHALT ' SURFACE COURSE ? No.40758PE \ PROVIDE 2"of .;,. •.,f. i3 '%,Aj;10ENSE SAND BEDDING OR 3/8"MINUS HIGH DENSITY INSULATION BOARD 1,.•'j,• •f•••, CRUSHED ROCK (STYROFOAM BRAND HIGH LOAD 60 ,/ DRAWN BY: KMG ABOVE AN BELOW OR APPROVED EQUAL). ""•," INSULATION BOARD •(,• \ - - PROVIDE 2"THICK INSULATION B \ - -11I- -I = = = = = = CHECKED BY: BOARD A DEPTH IC COVER TI 6.5' �A/J+ ��D�l�� III III APPROVED BY: TO BOARD AND 4"THICK INSULATION BOARD IF DEPTH OF COVER IS MIN\ LESS THAN 5'. lV/ 1' CUT-BACK - - 1�" MINUS CRUSHED DATE: 03-30-18 ASPHALT ONLY III III AGGREGATE BASE COURSE UNDISTURBED EARTH (BOTH SIDES) = VARI ISLE 6" MINIMUM OR 12" MAXIMUM 6'MIN. TO BED AGREGATE BASE LOURS o " STORM/SANITARY PIPE "'"• _ _ - On WATERLINE PIPE BEDDING z O PQ a. TEE TEE (Plugged) BEND o PIPE INSULATION DETAIL STANDARD DIMENSIONS FOR THRUST' BLOCKING WHEN THE EDGE OF ASPHALT CUT-BACK IS LESS THAN 3 FEE FROM THE NTS GUTTER OR CURB,THE ASPHALT SHALL BE REMOVED TO THE GUTTER REDUCERS OR CURB AND RESTORED. NO SEPARATE MEASUREMENT AND PAYMENT SHALL F7777NO TEES&PLUGS 90"OEND 454BEND&WYE57 2Y 1 B�rD BE DONE FOR THIS ADDITIONAL SURFACE RESTORATION,THE COST OF SUCH WORK z° y A B A 8 A B A B SHALL BE INCLUDED IN BID ITEMS 410& 506,ASPHALT SURFACE RESTORATION. ASPHALT AND CRUSHED AGGREGATE BASE COURSE SHALL BE AS FOLLOWS FOR STORM DRAIN M 4" 1'-7" 1'-2" 1'-9" 1'-8" 9'-8" 0'-10" 1'-7" 0'-8" REPLACEMENT IN SOUTH BLACK AND SOUTH BOZEMAN AVENUE AND FOR SEWER MAIN REPLACEMENT PROVIDE TEMPORARY PATCH WIDTH AS cov 8' 21-0' 1'-Ii" 2'-5" 2'-2' 1'-10" 7'-7" 1'-9" 0'-10" IN THE ALLEYWAY BETWEEN SOUTH ROUSE AND SOUTH CHURCH AVENUE AND ON S. BOZEMAN AVE. z I WITH PLOWABLE FILL. REQUIRED $" 2'-8' $'-B" 3'-2" J�-0' 2'-3" 2'-i"� 1'-9" i'-B' ASPHALT THICKNESS BASE COURSE THICKNESS 3"MINUS PIT RUN ��11 TEMPORARY WATERLINE TYPE "B"-4"(2 LIFTS) 6" BASE 9" /� p o 10" 3-4* 3'-3" 4'-0" 3'-10" 3'-0" 2'-9" 1'-2" 1'-11' W 92" 4'-0" 3'-f0" 4'=8" 4-B' 3'-8" 3'-3" 2'-7' 2'-3" 3. GRAVEL STREETS SHALL BRESTORED DWITH SAME SECTION USED FOR NO��•vv-•,� w CUT THROUGH ASPHALT STREETS, ASPALTPAVEMENT. EE o I PAVEMENT TO PZ � d PRO VIDE A 4. PLOWABLE BACKFILL MIN per, G" EXISTING PAVEMENT METRIC DIMENSIONS FOR THRUST E?LOCKING rr-- p z MINIMUM DEP TH h+-1 OF 6"OF COVER REDUCCEFRRS A. FLOWABLE FILL SHALL BE POURED TO WITHIN FOUR (4) INCHES OVER TEMPORARY O O O O RT71NG TEES k PLLN$ BB° AS°BGT1D&WYES 1JTBENO OF ASPHALT SURFACING AND ALLOWED TO SET FOR A MINIMUM OF 0 �o E'E" o WATER LINE. O O O O SI= A B A B A B A 9 THREE (3) HOURS PRIOR TO PLACING ASPHALT SURFACING. z t o loan O.Sm 0.4m aft Asm O.S. 0.3m a5m 0.2m B IF THE ASPHALT SURFACING IS NOT PLACED THE SAME DAY, � W > � Lj O O O O O SLURRY SHALL BE POURED TO THE TOP OF THE ASPHALT Ey E a0 Z m BASE Isom O.Bm 0.8m Alm Alm O.Bm D.Sm 0.3m OAm SURFACING,AND A MINIMUM OF THREE (3) HOURS CURING I--I t7 TIME PRIOR TO PERMITTING TRAFFIC ON THE SLURRY: PRIOR TO Z WPQ 24om O.�N 0.8m 1.Cm AWIi 0.7m 0.$m O.Sm O.Sm PLACING THE ASPHALT SURFACING, 4"OF SLURRY MIX SHALL BE W o N C 260m 110m LOIN Law 1.2m 0.9M 0.Bm 0'7111 0.8m REMOVED,AND THE EXISTING PAVEMENT SQUARE CUT TO A MINIMUM OF ONE (1) FOOT BEYOND THE TRENCH LINE. W 306N 1.2m 1.2m 1.4m 1.4m 1.7m 1.0m aft0.7m MOM 1.8m 1.2m 1 2.Om 1.3m tom 1.Om I.Om 0.7m C. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO z PLACING THE PERMANENT ASPHALT PATCH.NOTES, E- x UPON COMPLETION OF WORK, REMOVE TEMPORARY LINE F' AND RESTORE PAVEMENT CUT WITH ASPHALT PLANT MIX 1.TFIESE TABLES ARE BASED ON 130 P81(103D 1 MAIN PRESSURE 2.*RAP ALL FlT)g4GS M1TN POLHi1HH.ENE. D. A MINIMUM HE FOUR NE INCHES LT HOT ASPHALT I LIFTS) SHALL TO MATCH EXISTING PAVEMENT THICKNESS,ON TOP OF 2000 PSF{9800 kg1W)SO$BEARINO PRESSURE ��; 12/27 93 BE USED FOR THE PERMANENT ASPHALT PATCH. COLD MIX ASPHALT n PLOWABLE FILL BACKFILL MAY BE USED AS A TEMPORARY PATCH UNTIL HOT MIX ASPHALT IS MONTANA PUBLIC WORKS SCALE: THRUST BLOCKING STANDARD DRAWING AVAILABLE. W II j. mp TEMPORARY WATERLINE BELOW GRADE STREET CROSSING DETAIL STANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGSN0.02660-1 DETAIL - ASPHALT STREET SURFACE RESTORATION NTS NTS j III yQ� F� rn 16 RECORD DRAWING 2I 0 ,519523 W 73E 36 0 0 u a LU COCK ST E B)BLOCK ST U) �550 .16 42 216 m 438 506 132 110 400 414430 Timm, 108 316 I ww 107 0 112 ® 110 0 111 116 113 115 3 iij� I 115 118 117 F 1 213 219 223 ??_27 303 307 123 403 409 421 119 _ 122 121 Q W W OLIVE ST E OLIVE ST y 202 201 200 �r 2021 0 120 204 210 2 T 202 203 206 205 206 40 205 I _210 220 207 � _ 209 - 0 210 209 F210 211 Legend 211 210 - 214 215 I 214 213 214 220 + Fire Hydrants 217 225_ 218 219 220 217 a 226 221 224 0 Lou300 --I ® Water Valves 21 222 71 E 221 + g O 1 Water Mains 227 226 0 225 226M _ E CURTISS ST E CURTISS ST I a 3 Buildings N 301 302 > 302 � 530 304 301 301 w rn SHEET No. 28 Parcels 3086 zni_ I 306 F305 3i 306 I 308 - - EXISTING WATER DISTRIBUTION SYSTEM DI NTS OF 27 T a KELLEN M. GAMRADT L� PA No.40758PE \ �s<XCEN... 12"PVC 103° °osLgvpL ° CENTER OF CDS STRUCTURE, rnrr uuw umo�� 1 1 SCREEN AND SUMP OPENING DRAWN BY: KMG 77° 15"PVC CHECKED BY: APPROVED BY: 60' DATE: 01-05-17 G. R/W - ❑ � � w FLOW / — LOW w_ a 2' 15'-6" 15' 6" 2' - / - ❑ VARIES EXIST. EXIST. VARIES WALK VARIES WALK VARIES 9" 27 - 15"PVC In z 1. 2 _ .. ... .:,,, .: 9 �— vARIEs 24"TOP SLAB ACCESS � z o o - PVC HYDRAULIC SHEAR PLATE T DIAMETER y NOTE: II -III _I PRE-CAST MANHOLE o AT THE EXISTING BOX CULVERT CROSSING OVER - BOZEMAN CREEK FROM STA 9+60 - 9+80, MODIFY FIBERGLASS IN o THE TYPICAL ROAD SECTION AS FOLLOWS: 3"ASPHALT CURB ELEVATIONS USED: SEPARATION CYLINDER 6"OF 1"MINUS CRUSHED BASE COURSE CATCH CURB DRIVEWAY LAYDOWN TBC - 0.28' AND INLET U 1. GEOTEXTILE FABRIC NOT REQUIRED SPILL CURB DRIVEWAY LAYDOWN =TBC - 0.35' PLAN VIEW B-B ' 2. REMOVE 3"MINUS SUB-BASE COURSE 12"OF 3"MINUS SUB-BASE COURSE EDGE OF ASPHALT CATCH CURB =TBC - 0.38' z° 3. PLACE& COMPACT 1" MINUS CRUSHED BASE GEOTEXTILE FABRIC EDGE OF ASPHALT SPILL CURB =TBC - 0.50' COURSE FROM TOP OF CONCRETE ON BOX EDGE OF ASPHALT 48XX.XX CITY STANDARD FRAME CULVERT TO BOTTOM OF ASPHALT GRADE. SPOT ELEVATION (TYP): F $CASTING �y GRADE % 1 m RINGS/RISERS 7V77� E. OLIVE ST. TYPICAL ROAD SECTION w F NTS N W '' I FIBERGLASS F o SEPARATION CYLINDER W a AND INLET II w 60' 3.97' O 0 a E z z m II w rzw � � 15"INLET PIPE II w w =� 15"OUTLET PIPE [� z o z m -- R/W R/W --_ Q -__ z W W 1 O 2' 14'-0" 14' 0' 2' 1' 5' APPROX. 8' APPROX. 8' 5' f 1' z O 0. 9 f-VARIES VARIES-� PERMANENT � n 2.93 POOL ELEV. iilR III OIL BAFFLE o "1 3"ASPHALT SKIRT 00 5.58' CD_ 6"CRUSHED BASE COURSE CURB ELEVATIONS USED: 12"SUB-BASE COURSE DRIVEWAY LAYDOWN =TC - 0.28' GEOTEXTILE FABRIC EDGE OF ASPHALT CATCH CURB =TC - 0.38' 1 5 ON1yP EDGE OF ASPHALT ,I,48XX.XX LEVAT 2.00 SPOT FION (TYP): F� SEPARATION SCREEN E- S. CHURCH AVE. TYPICAL ROAD SECTION PVC HYDRAULIC NTS SHEAR PLATE W SOLIDS STORAGE RECORD D FLAW I N G SUMP PROFILE VIEW A-A HYDRODYNAMIC SEPARATOR DETAIL a NTS z w F Q B CASING CHOCKS - 3 EACH PER O PIPE SECTION (TYP.) SHALL BE CASEMENT LIMITS POWER CENTER SEAL MODEL 4810, z' W ARRIER PIPE RESTRAINED OR APPROVED EQUAL. BOZEMAN CREEK ® Z CASING CHOCKS o � cn D 1 CASEMENT PIPE-(MtNIM41M)_ WRAP-AROUND END SEAL W CASEMENT PIPE. WITH 24" (A.B.) AND SECURET NAL THHIE CAST GLANT SECTION 10" D.I.P. CARRIER PIPE AND CARRIER PIPE WITH STAINLESS STEEL BANDS. E_ SECTION B BELL END OF PIPE. NOTES: 1. 10" D.I.P. CARRIER PIPE PLACED INSIDE THE CASEMENT PIPE SHALL BE �--� RESTRAINED JOINT PIPE. NOTES: Q 2. CENTER RESTRAINED CASING CHOCKS INSTALL 3 PER PIPE LENGTH - MIDPOINT STEEL CASEMENT PIPE ASTM A53 GRADE SEE PLAN AND PROFILE SHEETS AND MAXIMUM OF 2' FROM EACH SIDE OF THE JOINT. ROAD BORING AND JACKING - TYPICAL CROSS SECTION MIM. YIELD STIR. = 35000 PSI MIN. WALL FOR BORE AND JACK LIMITS THICKNESS = 0:373= SHEET No. 27 BORE AND JACK DETAIL 0.50"THICKNESS(A.B.) NTS D 2_ OF 27