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HomeMy WebLinkAboutWalmart Super Center Expansion Planning Erryymeering AreAI ure Landscape A Land Survey) CONSTRUCTION NOTES: CAUTION NOTICE TO CONTRACTOR LEGEND UNDERGROUND SERVICE ALERT Ol !!CAUTION!! UTILITY CROSSING. VERIFY INVERTS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION ONE-CALL NUMBER UCTION. OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE Inc. E (DINSTALL FIRE HYDRANT ASSEMBLY MATH 6' GATE VALVE. VARIOUS UTIUTY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE EXISTING GAS LINE -,ISOO- Planning SEE DETAIL D. SHEET C9.61. FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE 41-"5555 Planningun EXISTING IRRIGATION LINE CONTRACTOR MUST CALL 1HE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS O3 CONSTRUCT B" CL 51 DUCTILE IRON WATER LINE. BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTIUTIES. IT '� CALL Two BUSINESS DAYS lalkl•caq AreNleelury EXISTING UNDERGROUND TELEPHONE SEE DETAIL C, SHEET C9.60 FOR BEDDING AND BACKFILL DETAILS. CONNECT 70 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING - BEFORE rou DIG Land Surv�ng R EXISTING 6'WM UTUTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Ym w Rn Areno.Suu.2. WITH GATE VALVE 12 stw wo 9W2 EXISTING OVERHEAD ELECTRIC LINE CONNECT 70 EXISTING Pao...(so9).5e-6W 4 INSTALL B" A HORIZONTAL BEND AND THRUST BLOCKING, Exl MA 8'90'BEND Fa. (en9)ase-se<a SEE DETAIL A ON SHEET C9.61. Ac a xu DEINERCO.SPBKAN WA. C EXISTING SANITARY SEWER LINE 4 STA. 10+00 STe11+70± O5 INSTALL B" 45'VERTICAL BEND AND THRUST BLOCKING. dtE 45'HORIZONTAL BEND EXISTING UNDERGROUND ELECTRIC LINE SEE DETAIL A ON SHEET C9.61. G I PROVIDE TEMPORARY 1'AIR/VAC SPQX ENGTH VALVE FOR TESTING PURPOSES. ARIES EXISTING WATER LINE N,ONTANq O6 RELOCATE EXISTING FIRE HYDRANT TO 4• BACK OF PAVEMENT EDGE. EXTEND EXISTING FIRE HYDRANT ASSEMBLY 6" WATER LINE TO NEW LOCATION. 0 a EXISTING DITCH LINE •. ! P 7O INSTALL 6"X 6" TEE AND THRUST BLOCKING. SEE DETAIL A, SHEET C9.61. I � sTA.laosf 5 STA.10+093 5 ,,y EXISTING MANHOLE EXISTING WATER VALVE O CONNECT TO EXISTING 8" WATER LINE. I t 85'i= 14479 1.3 SPOOL 3't SPOOL 9 O 1 EXISTING WAL-MART PYLON SIGN O SEE WATER LINE 'D' CONNECTION PLAN VIEW. SEE DETAIL THIS SHEET. I F%TEa� Y EXISTING PROPOSED WATER VALVE 10 CONSTRUCT 8" CL 51 DUCTILE IRON FIRE SERVICE LINE WITH 8" GATE VALVE. e•WM� INSTALL TO GATE VALVE ONLY UNTIL WATER MAIN HAS BEEN TESTED AND _ �- PROPOSED FIRE HYDRANT APPROVED. SEE SHEET C6.10 FOR PROFILE. SEE DETAIL C, SHEET C9.60 FOR PROPOSED CATCH BASIN BEDDING AND BACKFILL DETAILS. PREPARED UNDER THE DIRECT 11 CONSTRUCT 4" CL 51 DUCTILE IRON DOMESTIC WATER LINE WITH 4" GATE Su.---- 4 45'VERTICAL TODDSUPE R.WHIION OF L'J 45'HORIZONTAL 45'VERTICAL MODD R.WRIGIST a PROPOSED TRANSFORMER VALVE. INSTALL TO VALVE ONLY UNTIL WATER MAIN HAS BEEN TESTED AND MONTANA REGISTRATION BEND NEW 6'WM NO. 14479 APPROVED. SEE SHEET C6.TA FOR PROFILE. SEE DETAIL C, SHEET C9.60 FOR FOR AND ON BEHALF OF m PROPOSED SANITARY SEWER LINE BEDDING AND BACKFILL DETAILS. CLC ASSOCIATES.INC. 8" PROPOSED WATER UNE PROPOSED GAS LINE O S: TE m 12 INSTALL 8" GATE VALVE. SEE DETAIL C, SHEET C9.20. N ALL PIPE Is MJ PIPE AND ALL FITTINGS ARE MJ.MJ THIS SECTION. F N m PROPOSED ELECTRIC UNE 13 INSTALL 1 AIR/VAC VALVE. SEE DETAIL C, SHEET C9.70. 2. ALL JOINTS SHALL BE FULLY RESTRAINED WITH MEGALUGS. GRAPHIC SCALE P PROPOSED TELEPHONE LINE 14 INSTALL 8"X B" TEE AND THRUST BLOCKING. SEE DETAIL A. SHEET C9.61. 50 0 25 50 100 a k x l PROPOSED STORM DRAIN PIPE 15 INSTALL 8"X 8X 4"" TEE AND THRUST BLOCKING. SEE DETAIL A. SHEET C9.61. WATER LINE D CONNECTION - PLAN VIEW ( IN FEET ) d PROPOSED MANHOLE 16 CONSTRUCT TEMPORARY B" CL 51 DUCTILE IRON FIRE SERVICE LINE WITH B" NOT TO SCALE 1 inch 50 ft. GATE VALVE AND 4" CL 51 DUCTILE IRON DOMESTIC WATER LINE WITH 4" GATE VALVE p sag AND CONNECT TO EXISTING SERVICES. INSTALL TO GATE VALVES ONLY UNTIL WATER MAIN HAS BEEN TESTED AND APPROVED. REMOVE AND CAP TEES UPON COMPLETION OF NEW PERMANENT SERVICES. SEE DETAIL C, SHEET C9.60 FOR BEDDING AND BACKFILL DETAILS. M O W e1 ° NCHMA •C Q w b m Project Number) m ARROW BOLT ON u �, m J Drawn By FIRE HYDRANT 4 z FOR PROFILE 13-� m Designed By. EL-4725.60 / Checked By SEE SHEET C6.10 II _- I i HNaaa�< I MY nAXS AQ N61RA(1 YFN(E­wn�w on4aj RE Kff O \ WPH4Ni D4 uc+cwwn ORIGI L PROPOSED WATER E AUGNMJ=M • /I t 13 - 2 ARROWAR BOLT ON T ORIGfN/Q PRO'O D" •�• - I /I / — — WIM - Ig:. Project Number: 99242 L - FIRE HYDRANT R WATER LINE ALIGNMENT r J• I / �, - - Drawn By MJP EL.-4726.86 ' - 10 I / �' I { _ Designed B TAS t0+00 _ -0- -_ +OT' L -TT+OD- -( 11 °a I / I 9 ��J 3 �E +6 Checked B TRW -4rD5 - I -- 1 - - - t5r o0- - - - - - 7 - 12 >KY 1.,us A,-r"mP S5 4 c `s 7 '6+00 4 8 s�r6mlar Nq oe6` wKu 3s ihcwow, -. 7 •• / I I m�x9<rNrWaµcxrcAssm1ertsm,wcNrA�Amu.rz a caam2 i.wn mxsuTNlrs, .1 12 3 _ I l\ CON5TRUCTED WATER ----- - O \ 0 8 4 LINE ALIGNMENT 1 5 I \ ARROW BOLT ON 16 / / 2 EACH a O � __ _ " SE VIEW BLOW-UP A J — 4 \ CO) _ _ _ FIRE HYDRANT - _ _ _ _ _ _ _ - - - _ _ 2_EL-4723.71- - SEE ROVE WATER LINE A z 4C SEE SHEET C6.10 ii WATER LINE C d WATER LINE D X W W z CID CO)VERTICAL SCALE: 1"=10• Z d W j � Wpos ZH' . d f- • = o Z c oZo�oy ~ �- W ( 'W+ 0 3 0 V CM CONTRACTOR SHALL VERIFY V s in ~ L LOCATION AND ELEVATION cc _ = y W CONTRACTOR SHALL VERIFY CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION ~ ■�. UJ 4C -C _ < LOCATION AND ELEVATION , LOCATION AND ELEVATION y UJ W 2 V EXISTING GRADE Z PRIOR TO CONSTRUCTION EXISTING GRADE PRIOR TO CONSTRUCTION � a = W 6.5' MIN. 9 PROPOSED GRADE V W 4730 - CAR PROPOSED GRADE O W 0 I.- EXISTING y ` 8" WATER MAIN EXISTING 4730 4740 _ EXISTING B" WATER MAIN 4740 W CO U) 5 m CO) PROPOSED _ TO BE REMOVED 18" SS PIPE - _ TO BE REMOVED f' r 18' SS PIPE - - _ EXISTING ` PROPOSE - - -18" SS PIPE - 8R STORM _ CONTRACTOR SHALL VERIFY H r S 18' STORM PROPOSED, PROPOSED OPOS - 6.5• MIN. PRIOR LOCATION CONSTRUCTION N ti 4720 -a 8" STORM 6" Ss 18" IN. 10' STORM 4720 4730 4730 Z COVER LV/ CYPIC ANCE EXISTING B" WATER MAIN p o 8" WM TYPICAL zz F m a B"WM y In z - T z� o a 18' MIN. PROPOSED PROPOSED } wa �r ., 10 STORM 12" T CLEARAN S ORM 4710 CLEARANCE pz< M Pm .4 TYPICAL w ;D N o ` o 4710 4720 z w z 4720 4 3 ��> xo ww �"Ln m m vwi z > w In z a m m ZOQ p �Q - >oa c� a c m ? Xo c w z. U + �•ii Q n� z co + m U Y m _ 0+ ~ O VJ. �+go O O ED O C, V O=In z Z Uz NOTE:5TATION5 ARE BASED O': �_ < �m F U;O O m ON o im n ORIGINAL ALIGNMENT, 8 N xx �' z'o +o+ oo+ WATER LINE r + + 7 F-z x 0.- PLAN L) DO AND PROFILE III �I WATER LINE _C WATER LINED ^6.1A �� v G WATE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 10+00 11+00 12+00 PL A PR( C6 L n',Uiery Ia)l CAUTION NOTICE TO CONTRACTOR - THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION UNDERGROUND SERVICE ALERT OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE ONE-CALL NUMBER VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE Associates,Inc. LEGEND FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE -UOO- Planning CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS 424.5555 Engineering BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES.IT Arohdecture SHALL BE THE RESPONSIBIDTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING CALL TWO BUSINESS mrs Landscape Architecture EXISTING GAS LINE -�4 PROPOSED WATER VALVE BEFORE v0u Dx: Land Surveying UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. EXISTING IRRIGATION LINE �� PROPOSED FIRE HYDRANT 707 W 71A AwwllA Sib 200 IIA)W�2a1 EXISTING UNDERGROUND TELEPHONE PROPOSED CATCH BASIN ISe21lr EXISTING OVERHEAD ELECTRIC LINE PROPOSED SANITARY SEWER LINE DENVER,CO.-SPOKANE,WA. o EXISTING SANITARY SEWER LINE B"WM PROPOSED WATER LINE EXISTING UNDERGROUND ELECTRIC LINE PROPOSED GAS LINE NpT4TAp EXISTING WATER LINE PROPOSED ELECTRIC LINE 7Ir TOD EXISTING FIRE HYDRANT ASSEMBLY PROPOSED TELEPHONE LINE -0 EXISTING DITCH LINE PROPOSED STORM DRAIN PIPE 4479 EXISTING MANHOLE PROPOSED MANHOLE RF01 TER F'10 S EXISTING WATER VALVE L� EXISTING WAL-MART PYLON SIGN PREPARED UNDER THE DIRECT SUPERVISION OF TODD R.WHIPPLE MONTANA REGISTRATION r N0.14479 FOR AND ON BEHALF OF CLC ASSOCIATES.INC. N o CONSTRUCTION NOTES: GRAPHIC SCALE ' 0 3 50 0 25 50 100 m O1 !!CAUTION!! UTILITY CROSSING. VERIFY INVERTS PRIOR TO CONSTRUCTION. a O ( IN FEES NOT USED. ) m 0 u E 1 inch = 50 ft. m ' r4UNE l? NOT USED. 0SEE WA INSTALL 8" x B" TEE AND THRUST BLOCKING, SEE DETAIL A, ° a zSHEET SHEET C9.61. cig iProject Numb Drawn BINSTALL 8" GATE VALVE, SEE DETAIL C, SHEET C9.20. � � DesignedyBy7NOT USED. ' Checked By 30' WA14 v O7 CONSTRUCT B" WATER LINE - CLASS 51 DUCTILE IRON 10 7 - 8" WM SEE DETAIL C, SHEET C9.60 FOR BEDDING AND BACKFlLL ��� DETAILS. INSTALL B" 45'HORIZONTAL BEND AND THRUST BLOCKING, g f G - SEE DETAIL A ON SHEET C9.61. I_.— NOT USED. Project Number. 99242 --,_ —}---b -...-.._—.._ .__._ � �_ � Drawn By MJP AAONOOW BOIL r OIV - I 10 CONNECT TO EXISTING 8" WATER MAIN. INSTALL 8" 45' Designed By. TAS �1 FW H)DRANI'. O BEND AND THRUST BLOCKING. SEE DETAIL A. SHEET C9.61. Checked By. 1RW _,✓, �' FL 47TB Yb5 nes w.eW wE eWweenrs Q wn®or W2w¢AW N[ne7aexD BY c WWW s1 UW, sr rrvmNr wW onER WYAIED R IIaIBEI/ U4D M I An nIPOY Wndl M W"pI I I I I ❑ mmn n l<WAcma o W E a,an eno I.ND smiE II;IG) ILO 0 264 0 (n WATER LINE A SEE WATER UNE B Z SEEEW WATER C6.12.UNE D SHEET G6.11. a W X X W y W z cc VERTICAL SCALE: 1"=10' z Y W -- j...__-----1 ----L----- - CL F- z Z - . --- ---- - zz Z 0 W CO F W o 3 0 =1 = V N 2 H _--...----------------- - -CONTRACTOR TO VERIFY -...-- - -- -j--...--- -- - _____ Q Z Z W LOCATION AND ELEVATION - - - PRIOR TO CONSTRUCTION 1 I W W OC W 2 C 0. zz d O = N o EXISTING GRADE I 0 = Z LU V1 EXISTING 8"WM _ _ FINISHED GRADE - - --+ EASTING GRADE EXISTING GRADE 4730 W LAJ > m... - 4730 4730 _ 4730 _�____ _ E%ST1N ^- - _ - t------- BL`)L - BLDG N N Q y L _ PROPOSED FF 25 00 1' PROPOSED GRADE FF=25.00` PROPOSED GRADE 31 X 51 RCPq 15 STORM PIPE I ailaU1\7 gil N ~ _ ---- - - �_ 8" 6.5' MIN. COVER - - A Q 120 zi o TO TOP OF PIPE 12 STORM 12" STORM It ---- Nm w — _ 4720 4720 4720 4720 Z m -- - wa a 1CLE RAN * J OJ~~ - J a a TYPICAL 10 ?No o� 4710 4710 4710 4710 Q N I > w - 3 > � M n � X m o 0 m a PO U _ m WATER LINE PLAN AND PROFILE WATER LINE A ; 8• FIRE LINE 4• DOMESTIC SERVICE C6.10 /� SEE SHEET C6.12 FOR PLAN VIEW SEE SHEET C6.12 FOR PLAN NEW C 6 W 1 O - 14+00 WA' PI C Plannlnq Engfnsering Architecture Landscape An Land Surveyia scwo ;A TION NOTICE TO CONTRACTOR GRAPHIC SCALE UNDERGROUND SERVICE ALERT HE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION 50 0 25 50 100 ONE-CALL NUMBER — - IF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE Assoclates,Inc. 'ARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE 1-HOG- Planning IELD. THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE. THE Englneedng 10NTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS ( IN FEET .- 424"5555 Arc Iteahre IEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT 1 inch = 50 ft. CALL TWO BUSINESS DAYS Landscape Architecture HALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING BErORE YOU DIG Land Surveying ITILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Sol w nn e.9RRRme,W.99204 sxm zvo I04 far. )458-6R44 OE (509CO. riiix LEGEND EXISTING GAS UNE i PROPOSED WATER VALVE EXISTING IRRIGATION LINE 41('-- PROPOSED FIRE HYDRANT �y,ONTAA/,q EXISTING UNDERGROUND TELEPHONE PROPOSED CATCH BASIN EXISTING OVERHEAD ELECTRIC UNE � R PROPOSED SANITARY SEWER UNE WMI P C EXISTING SANITARY SEWER LINE 8•,M„I PROPOSED WATER UNE Al 479 � EXISTING UNDERGROUND ELECTRIC LINE PROPOSED GAS LINE �FCISTEV' EXISTING WATER LINE PROPOSED ELECTRIC LINE NAL� EXISTING FIRE HYDRANT ASSEMBLY PROPOSED TELEPHONE LINE b,ll C EXISTING DITCH UNE PROPOSED STORM DRAIN PIPE PREPARED UNDER THE DIRECT EXISTING MANHOLE SUPESION OF PROPOSED MANHOLE TODDRRWHIPPLENA i EXISTING WATER VALVE NO. REGISTRATION NO..1 1 FOR AND 1 EXISTING WAL-MART PYLON SIGN CLC ASSOCIATES BEHALF or NC. C3 5 o Z R U rJ U CONSTRUCTION NOTES: O HCAUTIONH UTILITY CROSSING. VERIFY INVERTS PRIOR TO c k". ^' SEE WATER DNE A CONSTRUCTION. mO\g 0 0 0 SHEET Cfi.10. p I O INSTALL FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE. 0 1= o I�I I SEE DETAIL D. SHEET C9.61. a- 25 i w\ Project Number D I'1�apu _ AA :a 1�! O INSTALL 8" 90'HORIZONTAL BEND AND THRUST BLOCKING. jg N m� Drown By IN r g. I I - • ` N �• •„ SEE DETAIL A ON SHEET C9.61. y o m Designed By. 30. r my I ❑ O INSTALL B" x 8" TEE AND THRUST BLOCKING, SEE DETAIL A, Z I Checked By. Iaaa31 o g SHEET C9.61. ,r� g WE NAo W_ \ I A Z @ Y O ry ry a Y SIANTM,AN)0 R Ks D I \+\t\n r N csR1NNr. ncr MAY xor r O INSTALL 8" GATE VALVE, SEE DETAIL C, SHEET C9.20. M FOR w wens w ig o$ o o cwsxr a ac AssoDR : _ 6 NOT USED. a cacwxoo LA coxsA 9 I I F�IRTOHYDRAT ryS I ARROW BOL7 oN 2 0 CONSTRUCT 8" WATER LINE - CLASS 51 DUCTILE IRON - 10 — - EL.-4726.25 f..a FIRE H T - SEE DETAIL C, SHEET C9.60 FOR BEDDING AND BACKFILL Project Number: 99242 — — -- _ _ _ ' EL 2 DETAILS. Drown By. MJP n+oo 8" WM i +Oo — 6 1a+ 14+00 8" WM I , — — INSTALL 8" 45' HORIZONTAL BEND AND THRUST BLOCKING. Designed By TAS QX� /��� 16s00 n+00 18+0 3 Checked B. TRW 'I r SIIF I — — _ `L� — — 8" WM 19+oD� SEE DETAIL A ON SHEET C9.61. y 8 - - MY RNIS MR NSIRNFNIS 6 NNiFSLM I \(}4,) 12 I O9 INSTALL 2" TYPE K COPPER WATER LINE FOR SERVICE TO sawx.wo Na vRorzcno e.calllux ux. 7 12 J — v— — 7 e ITAIIv wIo oncR ssEAxn rods NawNc GARDEN CENTER. METER AND BACKFLOW PREVENTER TO BE �1a AM,rr N+�x�i e�rrtRRmualrtw LOCATED INSIDE BUILDING. INSTALL TO CURB STOP UNTIL WATER awsxr acne wsaa+rts xc�( Artu+rt / N 2 �_- _ • I MAIN IS TESTED AND ACCEPTED. a cawwo U10 mrsulRwls.ML.1 ARROW BOLT q ❑ ❑ «' k _ 11 FIRE HYDRANT I 10 CONNECT TO EXISTING 6" WATER MAIN WITH B" 45' BEND. FOR Z / EL.-4727.32 i u , • -r-�`-i I k THRUST BLOCKING SEE DETAIL A, SHEET C9.61. O REMOVE EXISTING 90' BEND. CONNECT TO EXISTING WATER O w a LINE. v' rA INSTALL 8" x 6" TEE AND THRUST BLOCKING, SEE DETAIL A ON SHEET C9.61. z 1L WATER LINE B x U cc f- z VERTICAL SCALE. 1"=10' GOz CC y J W 1L z p Z z Z CO H � f- W N Q � � V H � cc zz z W CONTRACTOR TO VERIFY - ------- - - - H LU t t z a LOCATION AND ELEVATION N W = W a V PRIOR TO CONSTRUC110N PROPOSED 34"X 53" O O Z ul N W �A EXISTING GRADE ' W O F CO) HERCP STORM PIPE 4 — — PROPOSED 1-1/4" WATER/ 4730 — — T1 CONDUITS 4730 U) N m f \ FINISHED GRADE CONTRACTOR AND OELEVATION H _ 18" MIN. — PROPOSED TORM SPIPE" PRIOR TO CONSTRUCTION CLEARANCE PROPOSED 15" ,� PROPOSED 1B" .. I, PROPOSED 12" / 4720 �= o STORM PIPE ~I, SS PIPE 7 STORM PIPE 6.5' MIN. COVER --PROPOSED 8" 4720 _ �< w 8" TO TOP OF PIPE STORM PIPE J zo Zw DO w�� < CLEARANCE F 4710 3 4710 r r TYPICAL �a> p <pp < IW� pa w EXISTING WO� �+ Ym '� K , pppJ D N ~ p >m OZ o' p 6" WM N< Op 'W h >DO 0? W z�. x xW c7 ip xx 0 e0 x� of r O O.m mv) -F NfW/1 cq Itv< � m N da O ri< �A' Z} AC p �I♦ p rn WATER LINE PLAN AND PROFILE WATER LINE B C6.11 WA' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PI C� -�1N Planning Engglneerir Archltectu Lan'T Land Sun CAUTION NOTICE TO CONTRACTOR LEGEND THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION EXISTING GAS LINE PROPOSED WATER VALVE UNDERGROUND SERVICE ALERT OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE ONE-CALL NUMBER OU — Aswc Inc. �� VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE EXISTING IRRIGATION LINE PROPOSED FIRE HYDRANT -HOG- Plannl FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE B p 0C CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS EXISTING UNDERGROUND TELEPHONE PROPOSED CATCH BASIN B 424.5555 kdlHedun BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT " CALL TWO BUSINESS DAYS Landscape kchli"re SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING EXISTING OVERHEAD ELECTRIC LINE 8"SS BEFORE YOU DIG rniiing UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PROPOSED SANITARY SEWER LINE toW 6110,A— 2X G EXISTING SANITARY SEWER LINE PROPOSED WATER LINE SPKme W.B91Gc EXISTING UNDERGROUND ELECTRIC LINE roe (5D5)4sa-66�r PROPOSED GAS LINE DELAYERIb. Y!A EXISTING WATER LINE PROPOSED ELECTRIC LINE GRAPHIC SCALE EXISTING FIRE HYDRANT ASSEMBLY 50 0 25 50 100 PROPOSED TELEPHONE LINE a EXISTING DITCH LINE NTANq PROPOSED STORM DRAIN PIPE EXISTING MANHOLE ( IN FEET ) PROPOSED MANHOLE CONSTRUCTION NOTES 1 inch = 50 1t. T D 1 EXISTING WATER VALVE EXISTING WAL-MART PYLON SIGN POLYSTYRENE TRENCH INSULATION O IICAUTIONII UTILITY CROSSING. VERIFY INVERTS PRIOR TO CONSTRUCTION. I o. 14479 INSTALL 48-INCH DIAMETER MANHOLE, SEE DETAIL A, SHEET C9.62. AFC/STEREO I y� 6 IE-4718.40 II I O REMOVE EXISTING SANITARY SEWER MANHOLE AND INSTALL 60-INCH DIAMETER MANHOLE, SEE DETAIL A, SHEET C9.62. NAL O4 CONNECT B" PVC SANITARY SEWER TO EXISTING MANHOLE. SEE DETAIL E, SHEET 9.50. �i n I I O INSTALL 18' PVC SANITARY SEWER MAIN TO LINE AND GRADE SHOWN. SEE TRENCH DETAIL C, SHEET C9.60. PREPARED UNDER THE DIRECT SUPERVISION OF TODD R.*NIPPLE r ! I • I I O INSTALL DOUBLE SANITARY SEWER CLEANOUT. SEE DETAIL H, SHEET C9.20. MONTANA REGISTRATION NO. 14479 O7 INSTALL 22•f OF 6" PVC SANITARY SEWER PIPE. IE O CO-1=4719.00, IE O SSMH-2=4718.78, FOR AND ON BEHALF of cLc AssoaATEs.INC. _ — SLOPE=0.010 FT/FT. SEE DETAIL C, SHEET C9.60 FOR TRENCH BEDDING AND BACKFILL DETAILS. II - i II I I a INSTALL 21't OF 4" PVC SANITARY SEWER PIPE. IE O CO-3=472D.00 IE O SSMH-3=471 °8 98, ." a o.5 " I SLOPE=0.049 FT/FT. SEE DETAIL C, SHEET C9.60 FOR TRENCH BEDDING AND BACKFILL DETAILS. pn m 1",'p ., �' - - •' I I I I I O INSTALL 8" PVC SANITARY SEWER PIPE TO LINE AND GRADE SHOWN. SEE TRENCH DETAIL C, SHEET C9.60. o k� } I F I 1D INSTALL 30 LF OF 6" PVC SANITARY SEWER PIPE O MIN, SLOPE=0.01 FT/FT. SEE TRENCH DETAIL C, SHEET C9.60. O tl { it O r 11 INSTALL 73't OF 6" PVC SANITARY SEWER PIPE. IE O CO-1=4718.40, IE O EX SSMH=4717.67, SLOPE=0.010 FT/FT. SEE DETAIL C, SHEET C9.60 FOR TRENCH BEDDING AND BACKFILL DETAILS. 12 INSTALL 60-INCH DIAMETER MANHOLE, SEE DETAIL ASH INSTALL POLYSTYRENE TRENCH INSULATION FROM SSMH-C3 TO SSMH-2. SEE DETAIL D, SHEET C9.70. r In 1 .0 ja m i um i I Drown Project } I 15 0./1 k p d d'm Designed By I I I m, a Checked By. 16 INSTALL 18" DUCTILE IRON SANITARY SEWER MAIN TO LINE AND GRADE SHOWN. SEE TRENCH DETAIL C, SHEET C9.60. as sE RLArs wa rar "I n n w¢romcxam rxx INEI 13 0 0 rar no m DIKR "/ \ .\ \•��_�����=� o\L\y\\ ,\a\ p r KY MAY \ p S N g N O N Z,DR Av1'PMIDDS o;«sxrrz CLC Ax 13 ( fe I I \ \ \ -'�,� �` oo$ $� aaraum wmm i 7 1-4 20. 8 I 30 SEWER / 0 I \ \ \; Project Number. 99242 o I 8 EASEMENT Drown By MJP .x .—.._.._ — \ Designed By. TAS rm �__ _ Id`'S i I i I I '��\.•.�-- . ` 2 _6 Checked By. TRW 16 Is n • T - "1S _i 1. gexa AMD w I-Rc m er mrw ur. SEE SHEET C6.21 t8 _- - ` STARYWRY w ORIER RrsRrED mms wawwl. •'. .:....'TJ':.. ..zF i +7 Lt .• II { _ - � - 1_ -m SD a AuveMAssaaMnmrxcK rrIr'N 12 H-3 10 D caDma a O u.rz . \ .12 6 IE-4718.40 \ I O • 3 I le o co II Z � x I n n In n n III 4. - WAL*MART - � d � r, II r � SANITARY SEWER LINE 'A' SANITARY SEWER LINE 'B' CL L y W VERTICAL SCALE. 1"=10' CA W N W t C r Y a O t p d O Z Z ` i LU '+ EXISTING GRADE 2W Q co 3 O O v 4730 ^n"^r13 // l' PROPOSED GRADE (TO BE LOWERED IN PLACE) -- — 4730 EXISTING GRADE PROPOSED GRADE - -- 4730 Fes- ` Z N W RIMRIM-4727.49 EXISTING UG-E/TEL/GAS } —— 6'rSTORM LLI ` O hW oCW � I 0 8" STORM 1 LU —_____— �i�\ Z 4720 4720 ------ Ex. 6' wM --- rl m O d� Q Z N W Co _ _ II 5-0.0040 FT/FT 4720 r (A (/� y B. PVC SS r ` m n a PROPOSED 8" - 18" MIN. L=298 2C 18" MIN. 353.82' W r a?v?u1 Lo WATER LINE -ter m - - - HqC TYP FOR 5=99944-F�fF�5=0.CC �,- PROPOSED 8"� TYP FOR c`0i_ '4 5O.e@4e F{fF+5=0.0046.`T/FT ter- �toa� A ,Q '��n ,n ,ram WATER MAINS �� 18" PVC SS WATER LINE *ATE MAINS w � B" PVC SS �cDU m r, 4710 ti vvv N mM M ro m �^ 4710 Nn c -- o m-- 4710 Z N .^<<.. - _�;v +Ln I .inn •nv +m N� x+ a c rI �A9.26'- L=!96.69' N � ��n - - N-� oI .�� n€ y uzula m bbb a 3 l i S=B:9B}4-++fFF5=0.0006FU`T +w Nc� � { � <rxi <= I u ll Na I. y� a --- _ v +ram Nv,r 18" PVC SS +a N n v TT u, w .62 18" DUCTILE IRON SS �_'= v° II II€w _:,_ TII II L=176.69 t`= v�I! u')N �_ NVNi awu, wf~i1 N ___ ay .�wlu <� °'€� 5=0.0028 fT/FT ww = L=ee.zr a`w a__ N :au w NN 6 B. 38F:FfFF5=O.0341`T/`T -- 18" DUCTILE IRON SS J Sheet SANITARY SEWER SANITARY SEWER LINE 'A' PAND LAN SANITARY SEWER LINE 'B' PROFILE C6.20 _ smn 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 10+00 11+00 12+00 13+00 14+00 I CI Planning Enngglnsering Alv1=11 Landscape Ar Land Surveyir A­ ­h, A 99: Ph°n i5091 45 15e- UTION NOTICE TO CONTRACTOR LEGEND UNDERGROUND SERVICE ALERT _— CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION EXISTING GAS UNE PROPOSED WATER VALVE ONE-CALL NUMBER :XISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE Associates,Inc. QUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE EXISTING IRRIGATION UNE PROPOSED FIRE HYDRANTTHE CONSTRUCTION NOTES r —$QQ— Planning. IR CTOR MUST ACALL ITHE OLOCAL T T BUTIUTYDLOCATION AS B CENTER EING XATTLEAST048 HOURS E O CAUTIONH UTILITY CROSSING. VERIFY INVERTS PRIOR TO CONSTRUCTION. Y 424.5555 Aron ecfuree EXISTING UNDERGROUND TELEPHONE PROPOSED CATCH BASIN 1 !1 RE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT " I CALL TWO BUSINESS DAYS Landscape Architecture _L BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING EXISTING OVERHEAD ELECTRIC UNE B'SS PROPOSED SANITARY SEWER UNE O CONSTRUCT 48-INCH DIAMETER MANHOLE OVER EXISTING 18' SS PIPE. PLUG EXIST. LINE OUT AND BEFORE YOU me land Surwying TIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. RE-CHANNEL INTERIOR WHEN NEW LINE IS IN SERVICE. SEE DETAIL A, SHEET C9.62. )W w nn A-1.Spa:200 a EXISTING SANITARY SEWER UNE Sp—.w°99204 PROPOSED WATER UNE O INSTALL 48-INCH DIAMETER MANHOLE, SEE DETAIL A. SHEET C9.62. Ph., 1a09)458-6W EXISTING UNDERGROUND ELECTRIC LINE E°`(so9)458 cB4a PROPOSED GAS LINE DE CO.SPOKAIIEWA. EXISTING WATER UNE O INSTALL POLYSTYRENE TRENCH INSULATION FROM SSMH-C3 TO 40 FT. SOUTH OF SSMH-C3. SEE DETAIL D, SHEET C9.70. PROPOSED ELECTRIC LINE EXISTING FIRE HYDRANT ASSEMBLY 5 CONSTRUCT 60-INCH DIAMETER MANHOLE OVER EXISTING 10" SS PIPE. CHANNEL INTERIOR AS REQUIRED. PROPOSED TELEPHONE LINE SEE DETAIL A, SHEET C9.62. t4TA/V a EXISTING DITCH LINE ILYO A PROPOSED STORM DRAIN PIPE O INSTALL 18" DUCTILE IRON SANITARY SEWER PIPE TO UNE AND GRADE SHOWN. SEE TRENCH DETAIL C, SHEET C9.60. EXISTING MANHOLE PROPOSED MANHOLE TO EXISTING WATER VALVE P EXISTING WAL-MART PYLON SIGN POLYSTYRENE TRENCH INSULATION �4479 �FCrSTE1` 4/, SPECIAL CONSTRUCTION NOTES FOR SEWER LINE 'C' � SspNAL 1. BEFORE BEGINNING CONSTRUCTION, CONTRACTOR SHALL "POTHOLE" EXISTING _ 18 CLAY SEWER PIPE AT LOCATION FOR SSMH-C1 AND VERIFY INVERT ELEVATION. IF THE PIPE IS AT AN ELEVATION THAT PREVENTS CONSTRUCTION OF THIS LINE, GRAPHIC SCALE PREPARED UNDER THE DIRECT THE CONTRACTOR SHALL IMMEDIATELY CALL THE ENGINEER FOR FURTHER DIRECTION. 50 0 25 50 100 SUPERVISION OF 2. CONTRACTOR SHALL INSTALL PIPE BEGINNING AT SSMH-C3 AND PROCEEDING TODD R.WHIPPLE F I TOWARDS SSMH-CZ. ONTANA REGISTRATION 3, THE PIPE SLOPE FROM SSMH-C7 TO SSMH-C2 MAY BE FIELD ADJUSTED NO. 14479 m FELT FOR AND BEHALF OF e,. IF 'POTHOLE' F INVESTIGATION SHOWS A NEED. HOWEVER THE SLOPE MAY NOT BE 1 inch = 50 ft. CLC ASSOCIATES.INC. LESS THAN 0.0012 FT./FT. A 0.10 FT. ELEVATION DROP ACROSS MANHOLES SHALL BE MAINTAINED. p w UN Pa � oozz' •z � � L��J m F� S MH-C1 6 I SSMH-C3 2 4 ~ I 5 i-FFi«-PReN: Is C W "\N �' SSMH-C2 3 444-41B-FAKE m W O�Y4 . , Fs «4 r4�eN: Q 8 0 o o o Project Number i Drawn By Designed By. Checked By SEE SHEET C8.20 O O N p ry-N USCD fA.Vi PURPa3 w � I �� - a mourn 1"Ip coxsu h - Project Number: 99242 L Drown By: MJP so _ Designed By. TAS I I Checked By TRW x%Kms AK w5sR wn O vIM— s.R,1 Na NQ PpRC1Fe Br wO LYe. SiAN101 AYD 1—RET ME WnS K1UON; a •'. aPYIO'an Mr eAr w11 0(noamucm OP {L(y�?I _ _ iriFD rW.WY RIAOSF 11MU1 M FiiRN .. -- `Nl0 We DS9AhWR N�µ/inUAR r _O Cal Cal z SANITARY SEWER LINE 'C' W o coW z CC VERTICAL SCALE: 1"=10' _ CO) . W t r t a IL � C O < O UJ �_+ PROPOSED GRADE Z CO) Z V V W oA 4 NOTE: EXISTING GRADE IS NOT SHOWN CM BECAUSE AREA HAS BEEN PARTIALLY a = = N W 4730 GRADED. 4730 = W CC W � z 'w � W o Co 4720 mNN 4720 w y � S m H �N M� Y�NN Y •�6ONN ., d.QQC r OO NI�f�� cV MN�n '.0 rl till H V U+ s A +O�vvl I. 4710 WW= _� -uNz asF <f,L a� boa 4710 Z y 1na__v �N na-- h�� L=221.02 n� 4.awww T O �14 FT/PT � SS 18" DON SS C 4,82 0239' 5=0023�R/Ff - SANt TWO SANITARY SEWER PLAN SANITARY SEWER LINE 'C' AND PROFILE C6.21 � BANITA 10+00 11+00 12+00 13+00 14+00 I PP CE UNDERGROUND SERVICE ALERT GRAPHIC SCALE ONE-CALL NUMBER - 50 0 25 50 100 1_Q O O_ Plan Ing 424"5555 EnyInes nTWOg Arcl111ec1Drc Ll IN FEET CALL SNESS BEFORE UYOU DIG AYS LDnd SUPrrB 1 inch = 50 ft. STORM LINE "E" II ``,,���� SEE SHEET C6.33 � - • , �o� J Q LEGEND { STORM UNE E I TC EXISTING GAS LINE PROPOSED WATER VALVE W EXISTING IRRIGATION UNE PROPOSED FIRE HYDRANT II EXISTING UNDERGROUND TELEPHONE O PROPOSED CATCH BASIN 9FCI SOUTH TRUCKWELL DRAIN EXISTING OVERHEAD ELECTRIC UNE PROPOSED SANITARY SEWER LINE SEE SHEET C6.34 EXISTING SANITARY SEWER LINE PROPOSED WATER UNE j l I EXISTING UNDERGROUND ELECTRIC LINE .�^ S M UNE 1 SOUTH ROOF DRAIN J I SHEET 5.31 SEE SHEET C6.33 PROPOSED GAS UNE PROPOSED ELECTRIC LINE roppARE WHIF EXISTING WATER LINE TODD R.WHI t ' , EXISTING FIRE HYDRANT ASSEMBLY MONTANA RE( { PROPOSED TELEPHONE LINE No.14479 x', • e 13 a EXISTING DITCH LINE PROPOSED STORM DRAIN PIPE CLC FOR AND CIA ON 7 EXISTING MANHOLE ® PROPOSED MANHOLE _ • EXISTING WATER VALVE EXISTING WAL-MART PYLON SIGN W� 11 8 `L`JNJ..^,N 12 � 01 FOUND ON " t3 sl!ev_� 1 A5-BJ 5Ul v 3 " TL.E STORM LINF.� GARDEN CENTER -- SEE THIS SHE 13 IfSTORM SEE 7H IS SHEETV`� 8 6 II 8 14 14 e /� YYY 5 SDMH 9 CONSTRUCTION NOTES: STORM LINE"C" SEE SHEET C6.32 I b I 13 14 - O INSTALL STORM DRAIN INLET WITH SLOTTED LID. SEE DETAIL B, SHEET C9.20. - 11 3 3 gt 4 - • _® INSTALL 12" HDPE STORM DRAIN PIPE. SEE TRENCH DETAIL C, SHEET C9.60. STORM UNE A / fi I I O INSTALL 18" HDPE STORM DRAIN PIPE. SEE TRENCH DETAIL C, SHEET C9.60. 1 xa i O4 INSTALL 8" PVC STORM DRAIN PIPE. SEE TRENCH DETAIL C, SHEET C9.60. a INSTALL STORM DRAIN MANHOLE WITH SOLID UD. SEE DETAIL F, SHEET z I I - -- ,»"1' I 10 C9.62. N l J + ap I O !!CAUTION!! UTILITY CROSSING. VERIFY INVERTS PRIOR TO CONSTRUCTION. C Z� O I Al O STORMaNE G STORM UNE J O Ow w I I x 1 • SEE SHEET C6.34 SEE SHEET 06.34 nx' O7 INSTALL STORM DRAIN OUTFALL PROTECTION. SEE DETAIL H, SHEET C9.00. r o k k n w m C 41 ''1 i ' 4128 I OB INSTALL STORM DRAIN CLEANOUT. SEE DETAIL D, SHEET C9.62. F OINSTALL 6" PVC STORM DRAIN PIPE. SEE TRENCH DETAIL C. SHEET C9.60. o s I� �47 I p'!e •>s> + azx uxs o o c > 30 10 CONSTRUCT CONCRETE STORM DRAIN TRICKLE PAN. SEE DETAIL I, C9.10. A bo 0INSTALL 15" HDPE STORM DRAIN PIPE. SEE TRENCH DETAIL C, SHEET C9.60. - ov, "Z. axxe I O\\\ 412 INSTALL 2" PVC STORM PIPE FOR CONNECTION TO PUMPED DRAIN AT 5' FROM BUIL,ING. LE.=4721.20. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION. asx SEE TRENCH DETAIL C. SHEET C9.60. _ Project Numb - _- _- — __ —' _-1v -- J 13 INSTALL 6" PVC PIPE TO WITHIN OF BUILDING. SEE ARCHITECTURAL Drown B PLANS FOR DOWNDRAIN CONNECTIONION y POINT. SEE TRENCH DETAIL C, SHEET C9.60. Designed By Checked By 14 INSTALL 6" PVC STORM DRAIN PIPE. SEE TRENCH DETAIL C, SHEET C9.60. 19 s uo­­1­­1ID raorz r aw Urz[N I sevzr.wT .Ho.-y' I - cSED FM nrzr MAY l sec7rs t OAS MT MY CAM — — coeavr a cic.asso a caaaoo ueo cax -4736 CAUTION NOTICE TO CONTRACTOR 0 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION w K OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE ED ON THE NORTH FLANGE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS RANT AT THE NE CORNER BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT R SUB. NO. 109, ELEV. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ,TUM. ELEV. =ii3B3i` UTIUTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.4735.48 X VERTICAL SCALE: 1"=10' CO) W Z a YJ H = Z LU c� P CO) W LU CO) - NOT FOUND co I~ --_ _,_- %ISTNG m'x51' EXISTING GROUND FINISHED EXISTING SURVEY FINISHED EX ExSnr4c3�MAnR---- 4730 4730 18 SSGRADE -GROUND ON AS-BUILT 4730 4730 GRADE STING RfYA-SD To BE-_- _ _ ---_- _` t + GROUND_L4730 REMOVED __ ---_ -- __------ 5.d0 --_--------- FINISHED GRADE eJ 4720 4720 4720 4720 1 4720 4C lu PROPOSED 6" L=24Ts '�, N Ip aD'ur 0 ,,-'WATER UNE S @�39-%5-3.77% 1 �n N"l u1 v lD p� O (O-�I� �01 n J O �ai _ n F�� �m 15" HDPE PIPE -OHO qOa mOm co-m 8" WM - r1�� oao �n a'o �"L n U< O-- KjNnN .�^Na mN-01 �;I`-0i CROSSING 'M 'a �`'�=,ter k� °D o a N �No z O ru N - Q1 OY ZN Y� NON .nYp7 �CVn N�pn NajlVn 1: 44rr f� IIQ 18" HDPE O� N�2 Li Q� N a T wll I 71111 ISM aIN c 'r �! + I II a W z u a II II u n v II p u o v 'I TI ra=9 4 51F �'! PIPE m� 4710 4710 B J� w �� w 4710 4710 z � �4 '=o� 4710 I a IIY€uw a I uN€� a IIz€w a itN€� 18" HDPE PIPE �? L-101- oQ � aoc- U� - a v a uN`^�' m '�e.i u;ui 'lei ai u_i m '��..i ei m '2wu;w 5=0.59% �W Do ��w .2 Y3 a-__ Lx a- U a-__ N — r, a_ 0 E2 5-0.12% L=26'f + +L-66 L=66' S=0.93X L=47't L=42't L=30't L=72't i6lFS=327% 5=0.12% '�QtS'1t 5=0.18% 5-9+59F 5=-0.20% B. PVC PIPE 5=0.93% S=0.93% S=1.00% S=1.00% --'7`- B" PVC PIPE 6" PVC PIPE 6" PVC PIPE 12" HDPE PIPE 18" HDPE PIPE 18" HDPE PIPE 18" HDPE PIPE 8" PVC PIPE - - - - SAME CATCH BASIN STD - SAME CATCH BASIN I TLE STORM LINE GARDEN CENTER STORM LINE STORM LINE A Lli��, 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 10+00 11+00 10+00 11+00 I I GRAPHIC SCALE UNDERGROUND SERVICE ALERT 50 0 25 50 100 ONE CALL NUMBER 1—800— Planning Enggines 424.5555 ng Architecture ( IN FEET ) CALL TWO BUSINESS DAYS Landscape Ar 1 inch = 50 ft. BEFORE YOU DIG Land Surveyir cror w.�1n a=x Spokan(e,wA 9 'Fx (.A9)IS5 for: 509)+SB- LEGEND N EXISTING GAS UNE PROPOSED WATER VALVE * IT II EXISTING IRRIGATION UNE PROPOSED FIRE HYDRANT EXISTING UNDERGROUND TELEPHONE PROPOSED CATCH BASIN .p FC EXISTING OVERHEAD ELECTRIC LINE PROPOSED SANITARY SEWER LINE N�S� N G EXISTING SANITARY SEWER UNE PROPOSED WATER LINE EXISTING UNDERGROUND ELECTRIC LINE PROPOSED GAS LINE PREPARED EXISTING WATER UNE PROPOSED ELECTRIC UNE SUPERVISION NDI OF EXISTING FIRE HYDRANT ASSEMBLY TODD R.wHIPPI PROPOSED TELEPHONE UNE MONTANA REG6 N0.14479 a EXISTING DITCH UNE PROPOSED STORM DRAIN PIPE FOR AND ON BI EXISTING MANHOLE CLC ASSOCIATE® PROPOSED MANHOLE EXISTING WATER VALVE EXISTING WAL-MART PYLON SIGN CONSTRUCTION NOTES: 0 INSTALL STORM DRAIN INLET WITH SLOTTED LID. SEE DETAIL B, SHEET C9.20. '�--i> i� ■-■ F. O INSTALL STORM DRAIN CLEANOU T. SEE DETAIL H, SHEET C9.20. •�• r : \ I v 4725 \ \\ I O3 INSTALL 18" PVC STORM DRAIN PIPE. SEE TRENCH DETAIL C, SHEET C9.60. 1 ` rl, INSTALL 8" PVC STORM DRAIN PIPE. SEE TRENCH DETAIL C, SHEET C9.60. � B - 1 \ \ INSTALL 6 PVC STORM DRAIN PIPE. SLOPE AT 1.0%MINIMUM GRADE. SEE TRENCH DETAIL C, SHEET C9.60. REFER TO ARCHITECTURAL PLANS FOR 10 I — STORM UNE - \ \ EXACT LOCATION AND DETAIL. '-p 3 3'y. m F 0 + 324' a� e u \ " I\ I 6O IICAUTIONII UTILITY CROSSING. VERIFY INVERTS PRIOR TO CONSTRUCTION. c I - + L I 7O INSTALL STORM DRAIN OUTFALL PROTECTION. SEE DETAIL H, SHEET C9.00. o u w J I 11 �i`"'g� 3 2 % 1 p l 2 4 y I 2 1 W w 1, v 4 IE-20. 2 / OB INSTALL 24" PVC STORM DRAIN PIPE. SEE TRENCH DETAIL C, SHEET C9.60. a D.z c 4 i / m I — N ~ ,�UNOERM ` O INSTALL 15" PVC STORM DRAIN PIPE. SEE TRENCH DETAIL C, SHEET C9.60. o j Z' 30 © — 0 --- 7 I \ 1p INSTALL 12" PVC STORM DRAIN PIPE. SEE TRENCH DETAIL C, SHEET C9.60. I 0 0 0 z ® / sy ® 0 © � 11 INSTALL 12" X B" REDUCER TO MAKE STORM PIPE CONNECTION. e I 1 _ 12 INSTALL 100 L.F.f OF 6" PVC STORM DRAIN PIPE. LE.00B 85=4718.42, z,. '>t- LE.00.O.#4=4720.70 S=0.0227 FT/FT. SEE TRENCH DETAIL C, SHEET C9.60. v J 5 CO 5 2FE] - 5 IE=22.0 5 % 13 INSTALL 70 L722 OF 6" PVC STORM DRAIN PIPE. H DETAIL SHEET 0, I.E.00.O.y�5=4722.00. 5=0.0185 FT/FT. SEE TRENCH DETAIL C, SHEET C9.60. Project Number e �r h POND 'B' Drawn By Designed By Checked By ME4 R.wS.w MIPUID! 4RNQ INO S RROIECIL 51kN10Rr 011(R IS41 STORM LINE B 8 I u4P rOR nrlr WRPC4 YT Cb,ffxl 6 Clf♦SSOO.n R CQOR.CO Ux0 01NSM1 z CAUTION NOTICE TO CONTRACTOR Q THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION /� OF EXISTING UTIU11ES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE Cal VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE ON THE NORTH FLANGE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE z NIT AT THE NE CORNER CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS SUB. N0. 109. ELEV. BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT ww IM. ELEV. = 4�45.89' SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING sees 4738.48 UTIUTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. VERTICAL SCALE. 1"=10' y ILIA Z W 1 H O Z 1 W 1 v~i LNI I O d 1 v � I LUEXISTING 1 I I y FINISHED GRADE EXISTING GROUND 4730 GROUND ._4730-_t4730_ NOT FOUND ON 4730 ----- - AS-BUILT SURVEY FINISHED GRADE y T 4720 4720 4720 4720 o �-rT."r�ir..=,.11°i: 10 C?f` D a 't00N INN N ,-.nn.i O- ,-. � O O� = O QUOm 'T2.1. f_ O y + =1=14. _ o0 L=100' oo L=100' �g� 12"PVC 'ONm oo '^°_� .in--. .'�v—o�'fi�9429F ivN t' G 8.991F- —N o Nnrr 55=1.00% 5=1.00% wNN 4710 n vNh L-178*— e nOn� *NcvP L812JVC a nt 2413VC +rQ v0 Nm+ 8" PVC6 PVC N m < 8" �1"PVC m w wvmv�v m pM�mp 5-0.17% I IIQv 5-0.27%m � n L-o % a^ o 4710 4710 "'" m1 B �a �h1•N 4710 m IwW CROSSING o •u1a_. a �qw a� .W .<E m � N.iw ok-v u u a__ - Nm a Na m ma .w W o u a-- o z a z oo'u; S=0.12% 6 GAPP% 1B"PVC 18" PVC I=77- STORM LINE I _Ana STORI P SAME CATCH BASIN A PRI STORM LINE B ICE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 10+00 11+00 12+00 13+00 �� UNDERGROUND SERVICE ALERT LEGEND GRAPHIC SCALE ONE-CALL NUMBER ARE FIELD LOCATE & 45'BEND OR 22 1/2'BEND AS DETERMINED IN FIELD. 50 0 25 50 100 _ 1_p00_ %onnl CONNECT TO -� 8• PVC PROPOSED WATER VALVE Q - O EXIST. PIPE EXISTING GAS LINE 424.5555 ��H DRAIN PIPE SEE DETAIL B ON THIS SHEET NOTE. EXISTING IRRIGATION UNE PROPOSED FIRE HYDRANT ( IN FEET ) `I, cAu rwo BUSINESS 5 Lands FOR PIPE ADAPTER CONNECTION PVC PIPE ADA.-17ERS AND GASKET MAY VARY IN SIZE AND SHAPE AS ILLUSTRATED BEFORE YOU DIG land DETAIL. IN DETAIL BY AN ACCEPTABLE ALTERNATE IN ACCORDANCE WITH AS.T.M.-C-428. EXISTING UNDERGROUND TELEPHONE PROPOSED CATCH BASIN 1 inch = 50 ft. EXIST, EWPTICAL PIPE EXISTING OVERHEAD ELECTRIC LINE PROPOSED TRANSFORMER CONSTRUCTION NOTES' v.o. ax(5 PIPE _ W NIX!PIPE SECTION a EXISTING SANITARY SEWER UNE PROPOSED SANITARY SEWER LINE O INSTALL STORM DRAIN MANHOLE WITH SOLID LID. SEE DETAIL F. SHEET C9.62. WATERPROOF EXISTING UNDERGROUND ELECTRIC UNE MAINTAIN POSITIVE GROUT NON-SHRINK N. E PROPOSED WATER LINE O INSTALL 34" x 53" HORIZONTAL ELLIPTICAL RCP (HERCP). SEE TRENCH DETAIL C. DRAINAGE TO - 0 12• EXISTING WATER UNE SHEET C9.60. ELLIPTICAL PIPE PROPOSED GAS LINE EXISTING FIRE HYDRANT ASSEMBLY O INSTALL 15" PVC DRAIN PIPE. SEE TRENCH DETAIL C, SHEET C9.60. 3"MAX. PROPOSED ELECTRIC UNE / ELLIPTICAL PIPE 4 EXISTING DITCH UNE PROPOSED TELEPHONE UNE O4 CONNECT 8" PVC DRAIN FROM TRUCK DOCK TO STORM DRAIN MANHOLE. FIELD VERIFY EXISTING PIPE EXISTING MANHOLE IE. BEFORE BORING INTO PROPOSED STORM DRAIN PIPE II it ELLIPTICAL PIPE. SET BORING OPENING SHALL BE- EXISTING WATER VALVE O CAUTION.. UTILITY CROSSING. VERIFY INVERTS PRIOR TO CONSTRUCTION. IE SO THERE IS POSITIVE FACTORY CAST OR ® PROPOSED MANHOLE DRAINAGE FROM EXISTING CORE DRILLED EXISTING WAL-MART PYLON SIGN O POND OUTLET CONTROL STRUCTURE. SEE DETAIL #2, SHEET C6.35. PIPE. ` _ O7 CONNECT NEW STORM PIPE TO EXISTING STORM MANHOLE. EXISTING CONTOURS 3•MAX. _ GASKET PIPE (TYP.) O CONNECT NEW CLEANOUT TO EXISTING 1-1/2" PVC STORM LINE. PVC ADAPTER -�"� PROPOSED CONTOURS PREPARE ELLIPTICAL PIPE —iTm— O INSTALL NEW 1-1/2" PVC STORM LINE. SEE TRENCH DETAIL C, SHEET C9.60. SUPERVE (PIPE BEDDING�COMPACTION PER SPECIFICATIONS) TODD R. 10 CONNECT NEW 1-1/2" PVC STORM DRAIN TO NEW MANHOLE. MONTANA N0, 144) FOR AND NOT TO s� CAL PIPE CONNECTION /� 11 INSTALL STORM DRAIN INLET WITH SLOTTED LID. SEE DETAIL B, SHEET C9.20. CLC ASS /1 ,2 INSTALL 8" PVC DRAIN PIPE FROM ELLIPTICAL RCP TO EXISTING DRAIN PIPE. CONNECT TO EXISTING PIPE. SEE DETAIL A ON THIS SHEET. PIPE ADAPTER AND STUB OUT CONNECTION 13 INSTALL 8' PVC DRAIN PIPE FROM 15 X 8 WYE TO DOWNDRAIN CONNECTION 0 NOT TO SCALE S=0.01 MIN. SEE ARCHITECTURAL PLANS FOR BUILDING LOCATION. 14 INSTALL 15 X 8 WYE WITH CLEANOUT. POND B 3 4 1 SDMH 1 H l_.. 1 47z 3T 1 d. � u 2 e rr, 47 9 fF o� r - t - , - — ---- -- — .77. DETENTION POND 5 10 - _. .7z. 5 -a✓t _ _ zp I '�. _ C -J _ 13 �. AS H $ r �1t♦m law SD c e ^_4 c1ED I 5 E - - - - - — - 1 _ 14 1I s=� 7 - I - - WAL*MART MH I mad 5 ---- ¢ .I- ` N •TRU K LL DRAIN x �+' ems✓— STORE #2084-01 SE EET ¢� Air SUPER CENTER EXPANSION II 205,684 S.F. I "" w e C-192—SGR—OR r T �a g; ( �, I �,- CON a° I 2 FINISHED FLOOR ELEV=4725.00 STORM LINE"8" I I 3 - I Project Nu � \\\ C I•7zJ, \ SEE SHEET C6.31 R Drawn By 730— - - STORM SHEET C6." - e_ _ _ •I Designed E 4730 Checked B ^L is O i/" `1111 TAIEV - .�'-e 01/24/OS T• I-' f E—_ _ I µDARE I I IT-T , H A wp on { crobnam_µ rmrr STORM UNE"F" 1 I usn r nux 'b SEE SHEET C6.33 � �0w0°I.D I =1 SDMH 7 1 a ?0-_ POND A STORM LINE C 1 STORM LINE D Z �v CAUTION NOTICE TO CONTRACTOR C ^ THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION ,,'' ATED ON THE NORTH FLANGE OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE YI DRANT AT THE NE CORNER VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE IOR SUB. NO. 109. ELEV. FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE )ATUM. ELEV. _ Oi-40r6} CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS 44 4735.48 BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESP ON SIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING d UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. VERTICAL SCALE. 1"--10' LL Z d LL z Z LL V v N � W o a = r AGE 12 X. LOCATION OF - - W CA ---- - EXISTING 8" PVC DRAIN PIPE BORE CLEANOUT NOT 5 MH GROUND CONNECTION. SEE DETAIL A ABOVE. 9 APPROX. LO ATION OF WSTALLED AT Thus a 5TA 1 2+91 r HERCP IE-24.32t. CROWN=27.32t 1-1 2" STORM PIPE CONNECTION o m M \ / EXISTING GROUND-LOCATION E, I LE.I(5)*12.89-"-- 5DMF1 { - ----—------ _ ------ - j--- SEE DETAIL EA ABOVE. 4730 4730 _ 1 00 '.E.((N+I z e9 _ _ 4730 .70 -z�=L-247 w L to- _ 5TA 13+05 FINISHED GRADE PROPOSED 8" �7-1 5-0.68% --- ~-_ -------_ 5= 0-7:. GOP � WATER LINE L=311't --____-- RIM 24.00 34"x 53" HERCP �631G 5=0.3G% I - - - 12.8 - - - 4720 4720 _ __ __1� = J 34"x 53" HERCP --_t----__ a^i r-20± __ 4720 nN $gnn 18" SANITARY 10" SA SEWER Oi-'^1D� PROPOSED 5=0.5% EXISTING II II Sr +'vv SEWER `N +"'�� �minN _ �w o,�11 0 �,ncc •ai,6NNn 2„ 0mv POND A Gov �= L=243'Y POND B �_ QIIN€ _vLi u n Nnnv o In,, o _Im �- - +n v`*II N 'ci m h p a-0.29% 5-0.51% "? n mloc �o, N N 4710 4710 + n m m TARYJ v •N--15" PVC PIPE = 15� PVC PIPE n N n zm z�_ nn^ =o ---- - n 4710 z •hE "_'-' L-150_ wvl I ZOIZI u� �Q Nc^,z_ o� 0z a - umi f�/1f~n1-- m 41 N � . 51F 5-0,7596 I x ti 34'x 53' HERCP CATCH BA51N NOT as N a: IN5TAI�D or W 1 _..--.- -- -- _ vD STORM LINE C - "� •C-•GriS% N 11 11 5=0.36R FT/FT �5" PVG PIPE II L €i +5=-PV�f4PE PIPE STORM LINE D O -- 6TI V I 0 11+00 12+00 13+00 14+00 15+00 16+00 17+00 ------ -- ---- 18+00 10+00 11+00 12+00 13+00 14+00 15+00 � GRAPHIC SCALE UNDERGROUND SERVICE ALERT = — ONE-CALL NUMBER >c 50 0 25 50 100 - 1—800— Planning e< 424.5555 Arcrc Recture IN FEET CALL TWO BUSINESS DAYS Landscape 1 inch 50 ft. BEFORE YOU DIG land Sur"y = fir sIW W.1Ili AYe ShNme WA% Pnene: a Fm.(SD9)9)45e LEGEND �oN - EXISTING GAS UNE PROPOSED WATER VALVE * T I EXISTING IRRIGATION LINE PROPOSED FIRE HYDRANT o. --- - EXISTING UNDERGROUND TELEPHONE O PROPOSED CATCH BASIN e ----- EXISTING OVERHEAD ELECTRIC UNE oil T PROPOSED TRANSFORMER ' a EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING UNDERGROUND ELECTRIC LINE PROPOSED WATER LINE EXISTING WATER LINE PREPARED UN[ PROPOSED GAS UNE SUPERMSION C EXISTING FIRE HYDRANT ASSEMBLY TODD R.WHIPF PROPOSED ELECTRIC UNE MONTANA REGI a EXISTING DITCH UNE NO. 14479 PROPOSED TELEPHONE UNE FOR AND ONE EXISTING MANHOLE CLC ASSOCIATE PROPOSED STORM DRAIN PIPE EXISTING WATER VALVE PROPOSED MANHOLE EXISTING WAL-MART PYLON SIGN STORM UNE"F" STORM UNE 'D" SEE THIS SHEET SEE SHEET C6.32 .1 0 5 3 6 2 5 3 6 - CONSTRUCTION NOTES: _ O7 INSTALL STORM DRAIN MANHOLE WITH SLOTTED LID. SEE DETAIL F, SHEET C9.62. yJ2s✓ r S •LINE'F'~- O INSTALL STORM DRAIN CLEANOUT. SEE DETAIL D, SHEET C9.62. 1 2 E ' I 1 (' 3 Nf4 - A5�FOUND �� INSTALL 12" PVC PIPE. SEE TRENCH DETAIL C. SHEET C9.60. POND a 'A' O4 CONSTRUCT CONCRETE STORM DRAIN TRICKLE PAN. SEE DETAIL I, SHEET C9.10. m 4 SOUTH ROOF DRAIN - T 3 I 1 SEE THIS SHEET ae �' O INSTALL 10' PVC PIPE TO WITHIN 5FT. OF BUILDING. SEE ARCHITECTURAL PLANS N `` FOR DOWNDRAIN CONNECTION POINT. SEE TRENCH DETAIL C, SHEET C9.60. o w i d �Kkk S� E'E" - - — I•'1 O INSTALL 12" PVC PIPE TO WITHIN 5FT. OF BUILDING. SEE ARCHITECTURAL PLANS c o w m w 1 — -- — — — FOR DOWNDRAIN CONNECTION POINT. SEE TRENCH DETAIL C, SHEET C9.60. a a S ka�p� POND'A' STORM UNE'E" NORTH TRUCKWELL DRAIN o 5 SEE THIS SHEET x 4`e SEE SHEET C6.34 7 INSTALL 8" PVC PIPE TO WITHIN 5FT. OF BUILDING. SEE ARCHITECTURAL PLANS I 4 .� t^ O FOR DOWNDRAIN CONNECTION POINT. SEE TRENCH DETAIL C, SHEET C9.60.SOUTH O D u biL)Km LINE 'D" STORM LINE'A" __// SEE SHEET T 64 DRAIN SE SHEET C6.32 STORM LINE E SEE SHEET C8.30 STORM LINE F Project Number Drawn By Designed By Checked By. xsr RAK ua NSIeUE m+xa Nro Ns PsorzclE n+mrmr Nm onen Iev O'Ylepi. M[Y WY x0i J9D rot AVY WRJOSE W' :aYsrn a c�c enour x wax+oo uxo a"va z CAUTION NOTICE TO CONTRACTOR C THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION — OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE co UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE co ON THE NORTH FLANGE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE T AT THE NE CORNER CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS JB. NO. 109. ELEV. BEFORE ANY EXCAVATION TO REOUEST EXACT FIELD LOCATIONS OF THE UTIUTIES. IT I. ELEV. = 49-49'9v SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 4738.48 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. x VERTICAL SCALE. 1"=10' W W Z -J W (H o Z W FINISHED GRADE EXISTING GROUND I: N � CO) W L-45m 1: 0, 12" PVC PROPOSED S=0.92R S=0.92R 0 FINISHED GRADE 5-0.91% PIPE _=23± g" W 12" PVC 12" PVC EXISTING GROUND 12PIPE C 4730 - 4730 4730 h 5% PROPOSED-' --PIPE /PIPE 4730 4730 4730 F y �-94,IF 4' SS PROPOSED 12' PIPE B" WATER --- _ ca r 4720 EXISTING 18" Ss 4720 4720 4720 4720 4720 a7zo 8 c> 01e•ss 3OQ� I 'v�II a "�UT` W- o 4710 o 0' 4710 4710 oo 'via �N [UII J OJz zN= nl8 PVC PIPE 4710 4710 471012" PVC a o jes ci ZN S N6 ZNN =NN m ot° 4Zrn�N v) a 5=048% = z OLJ GL I o - - U w t 34' L-33'± m m ai 9-092R 5-0.9G%' -- - ^ ^ &_ 12" PVC 12' PVC PIPE ? PIPE L-55 x SAME MANHOLE 5-0.9G% STORM LINE E STORM LINE F SOUTH ROOF DRAIN - = elm STORI PI A PR( _ C6 10+00 11+00 10+00 11+00 12+00 13+00 14+00 10+00 11+00 _' GRAPHIC SCALE UNDERGROUND SERVICE ALERT _ Pla STORM LINE•A• LEGEND 50 0 25 50 100 _ ONE-CALL NUMBER ,=nnl SEE SHEET C6.30 EXISTING GAS UNE PROPOSED WATER VALVE EngIM EXISTING IRRIGATION LINE PROPOSED FIRE HYDRANT ( IN FEET � ALL 4 TWO O •55 BUSINC5S LaCTH C DAYS Lands #'3 1 inch = 50 ft. BEFORE YOU DIG Land �+ ; ` EXISTING UNDERGROUND TELEPHONE 0 PROPOSED CATCH BASIN EXISTING OVERHEAD ELECTRIC UNE PROPOSED SANITARY SEWER UNE ® a EXISTING SANITARY SEWER UNE PROPOSED WATER UNE PROPOSED GAS UNE EXISTING UNDERGROUND ELECTRIC LINE 1 n0 EXISTING WATER UNE PROPOSED ELECTRIC LINE CONSTRUCTION NOTES: EXISTING FIRE HYDRANT ASSEMBLY PROPOSED TELEPHONE LINE .� - 0INSTALL STORM DRAIN INLET WITH SLOTTED LID. SEE DETAIL B. SHEET C9.20. a EXISTING DITCH UNE � STORM 2 � � � PROPOSED STORM DRAIN PIPE NE•G• J� _� EXISTING MANHOLE ® PROPOSED MANHOLE 0INSTALL 12" HOPE PIPE. SEE TRENCH DETAIL C, SHEET C9.60. gy I e O3 INSTALL 8' PVC PIPE. SEE TRENCH DETAIL C, SHEET C9.60. I EXISTING WATER VALVE ` a-• \ �" u EXISTING WAL-MART PYLON SIGN Oq CONSTRUCT CONCRETE STORM DRAIN TRICKLE PAN. SEE DETAIL I, SHEET PREPARI SUPERA TODD R. MONTAN N0.144 STORM LINE 'G' C AS! \ M, SOUTH TRUCKWELL NORTH TRUCKWELL DRAIN DRAIN CB J1 x 1 I S UN _ _ - SO H I P A o O o TORM i SEE EE .30 r • I ,u J X 2 N Z ? STORM LINE •D• 3.. L A6� p p 3 I SEE SHEET C6.32 ` _ _ ,= 4 $ Ir ` NSION I s A T _. S o @ CONS1 3 STORM UNE•A• 4 I , SEE SHEET C6.30 M � d•� �° �� Project I r Drawn 8 Designed NORTH TRUCKWELL SOUTH TRUCKWELL Checked TAM Si�Nigty1 NIL Cg1Alg1. M[ STORM LINE 'J' " a.T Lou Memmum— CAUTION NOTICE TO CONTRACTOR 1 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION e ARK OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE ICATED ON THE NORTH FLANGE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE -IYDRANT AT THE NE CORNER CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS IINOR SUB. NO. 109. ELEV. BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT ' DATUM. ELEV. _+740.0i' SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 4736.48 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. VERTICAL SCALE: 1"=10' CIO z I a z � oI Cca EXISTING GROUND z Z EXISTING GROUND EXISTING EXISTING V ' FINISHED GRADE FINISHED GRADE FINISHED GROUND FINISHED GROUND ■ 4730 4730 F 4730 4730 GRADE 4730 4730 GRADE 4730 H 1 S=2.74% 4720 4720 4720 4720 4720 4720 8• PVC PIPE 4720 tea' �p TL= EXISTING PROPOSED -- _ PROPOSEDp 0018• SS 8• W S'WATER+ NN pOpU + ��Ol a1n 0111 �C-� p O - omr` o n .n_ai n � I m mm`TNn ^ N � + -C�nn � + �mWl'a puN4710 4710 m� +ncuv4710 4710 �?�N n� nn zN ED Op3 ll-- p + �yT_--_. 4710 4710 U- B 18'SS OII4710 5cc5 7QQ O s. II OKHj19•S5 ZI •OT-m Q �"`W'. IYpNw =� 2.j �OVJ_ paJ H�LLW IH �Qna--- N� dNWL-55t L=44•t;-T.�5-I.85% � =0.06% S=2.36% 12' PVC PIPE 12" PVC PIPE 8• PVC PIPE — STORM LINE 'G' STORM LINE 'J' NORTH TRUCKWELL SOUTH TRUCKWELL s C 10+00 11+00 10+00 11+00 10+00 11+00 10+00 - 11+00 10+00 11+00 NEI