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PLANSET-121923
ADA CERTIFICATION - THISSITEHASBEENDESIGNEDTOMEETADASTANDARDS. - - - —— ———— ————— ———-- ----- --------------------------- -------------- ————————————— —— ————— ———- ---- ----------- -- DATE ___ ___ ___ ___ ___ ___ - '-_`__ - -- ---------- - -----`-- ---- ---- � FALLON ST-37'TBC TO TBC ----_ ---- ___----_ - ___ _ __ ___ _ J L —= ------- --- -- --------- -- ---------------- ---- ----- - - ---- ------ -- --------- _.- _- _Found__ _- -___ 12'PUE --- --- ---I O� B.C.in ,�� L --- — — — --- SaB`5FB2•E - .ee' -- � - --- --- -- - - --- __--- -- -_ — ���\ Mon.Box S 89°490 E P OPERTY BOUNDARY S 89°46'42 E 2 0' J o _ ---------_ ___ - -- _ III 30.OM11 ., Found FLOW THROUGH i� CK III III Kerin SNOW GUTTER 12'PUE SNOW 10'SET BACK - o d i SETBACK III II A.C. ___ ST_ORA_GE STORAGE ' 845 3 KAerIn i -\-- -- ----� --- --- - --- -- __ _- _ - _ /_� _ N, 100-YEAR FLOODPLAIN DESIGNATION AS PER 1 ip NE CUR Y. I r✓ I !!! FINAL PLAT(J-231) 20' _ &G TTER -Caeya a 1 I I I H Q !`I' Q II 9 .(<5 INSTALL H O g Ip / � `�aQy' __ _ 3' 6 CONC PAD Uel CIOZ IO 24' 24' F R MAILBOXES m V IIIIMI� .I� HI DROP CURB --- 7 - 1 . P� II r� w i. I il Q l" I l J / T17 P1 OFFICE Aa s BUILDING(1) o li -1 1 LLI L .ol In D' j �-8 2 T/ 13 NEW CURB h 18' j II GALLATIN COUNTY Zli 9' &G TTER I m I i ICONSERVATION DISTRICT c 24'MI - �g I DITCH \ U < WHEELCHAIR I I V III III .8 T WALK g WALK BIKE RACKS ACCESSIBLE W I = J O I PARKING SIGNS o- II \ I 1 / III I 1 of ON BUILDING of / III III I WHEELCHAIR — 1L ACCESSIBLE II I III I PARKINGSIGNS �� ( " _ 11 A II Ld III ill ' 1 ' � ON BUILD N. III I I w" II II 'Round � I i1 I Kerin � P2 OFFICE � _ .erg IA V AV A A V A B.C.in 89°04 13"EI Y.P.CI BUILDIN'iG(3)�_- Mon.Box 30.0'I I Lot 2, Block 1 III II iIl Parkway Plaza III II i1111 el Subdivision w I Ill I IIII 1 t ' jS �. 4 II 5'WALK (Area = 1.4 Acres) �`-- o v n \ 24 -- J� R. A 1 \ I III \ >G I w \ � II I III i II �y vv'i ° ry� BUS&TRAILER PARKI y i' I`\ ,� C:iL Dlyyyq i7 �I `� i t \ I � Q a BUS&TRAILER PARKI \ I �\,4 E I I SIGN SIGN �' _ _ P1 STORAGE NO BUILDING(2) r NO a��` PARKING PARKING - " t 6 BETWEEN BETWEEN SIGNS Q N/LAYOUT NOTES: o� A F��, SIGNS _ 1.ALL ISLANDCONSTRUCTIS ARE 8'WIDE MINIMUM. \� �V °�� �?3 �\ e �; -- _�4yy yp�q-- -24'MI - -------- - Found -PUE -------- \� o� N CGN 2.PARKING SPACES ARE 9'MIN.WIDTH. a' -�, SETBACK AccESSIBIL - -- ---- O� � Ch.�` - o GARBAGE ENC. _ y AC 3.DRIVE AISLES ARE 24'MIN.WIDTH. ,�, _, �� A�� `� �� ,�-no3 - 4.TBC RADII ARE 3'UNLESS OTHERWISE DENOTED. --- -'--' ----- -- —— N8 148Re(R) 5.THE CONTRACTOR SHALL CONTACT ONE CALL @ 1-800-424-5555 FOR - w --- -- --- -------" 4eso _"ate ----- ONSITEUTILITYLOCATION.ALL UTILITIES SHALL BE MARKED BEFORE \` - ______ _________________ ____ ________- --__-- - - ``\ - ----- ------------ ------- ------may DIGGING. UTILITIES SHOWN ARE FOR PLANNING PURPOSES ONLY. L_f�^��z " NEw coB 6.CONSTRUCTED SIDEWALKS SHALL MEET ALL SPECIFICATIONS AND \ REQUIREMENTS OF THE CITY OF BOZEMAN SIDEWALK POLICY. coM.Access 7.ADDITIONAL SUBMITTAL TO CITY ENGINEERING&DEQ IS REQUIRED y —� — — — sas arse e \\C Found LARAMIE DR-37'TBC TO TBC 608.3T IIT Found FOR ROAD&WATER MAIN EXTENSION PRIOR TO CONSTRUCTION. B.C.in B.C.in 8.GARBAGE INCLOSURE DOORS SHALL SWING 180 DEGREES. Mon.Box Mon.Box 7 ------ %-- _-- --------------------------------------------- --------- L-- ----- -- --__--- ------------------- �� �'----------------------------------�________=r-�-----�----�---- 40 GRAPHIC SCALE zo 9 EI ___-----(-IN FEET) ---- -- — - — 1 inch 20 fL - �— - —— — — 11"XI 7":1"/40 It VERIFY SCALE REVISIONS DRAWN BY:CMW PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW CURRENT LANDING,LLC OFFICES&OUTDOOR REC FACILITIES 1154.004 REDUCED.L1NEBELOW LOT 2,BLK 1 -PARKWAY PLAZA SUB SHEET NUMBER MEASURES ONEINCH ON 9 CMW BOZEMAN MT 017 ORIGINAL DRAWING. NESISErIglnBBnR CHRISTOPHER APPR.BY: Des gng ze N.111h Ave. PE = DRAWING NUMBER Bozeman,MT 59715 'W� DATE:12/19/23 MODIFY SCALE ACCORDINGLY g Phon.:(406)581-3319 e E ` Plannin q u Q.A.REVIEW NGINEERING, INC ssY°5Te"�cBY, CIVIL-LAYOUT C-1 H:\1154\004\ACAD\SHEETS\SHEET-C-I-LAYOUT.dwg Plotted by Chris Wasia on 12/19/20238:25 AM I9® laal o aXrW SilaaafdofCaMniiingat COPYRIGHT®GENESIS ENGINEERING,INC.2023 ONAIL", DATE: ® ------------- ------------ ---------- ------------ ------------- ----------------------------- --------------------- _ -_______ z --------------- -------- -- Su S 15"RCP e 15'RCP ti� S^ 15^RCP INSTALL NEW S ® S" S^ SD 1.5"COPPER S'L SD S FALLON ST-3T TBC TO TBC EXISTING 8" WATER SERVICE EXISTING 8" SEWER MAIN SEWER MAIN S 8"PVC S S N S S EX STING 12" 8"PVC INSTALL NEW =VC S SD.IATER 4"D.I.FIREALL NEW WW 12"WATERMAIN SERVICE SEWER W W 1ZFILE - - CONNECT T sERwc�———— O_LP- ]2'�UE 10'ser _ — --- -- -- � r 1 sAn--s,W � coNNEc77 ROPERTY BOUNDARY 7 III EXISTING 4" BACK / r--—— —————— ——— -- --- -- O'X ---- ____ ____ 3 -— / DESIGNAT ON ASPPER FINAL PLAT(J-231) Q L- -4 -� � III O u III ..I Z y INSTALL INSTALL NEW 6'CONC.PADm 4"PVC SEWER INSTALL SEWEROR MAILBOXES III 00 III I- ? SERVICE CLEANOUTS I IM N SLOPES'PER M I 3 a M N III I P1 OFFICE _ III N 0 III a _ BUILDING(1) II I METERS I III GAS&POWER III -5 o I N o III \ I I III�3 � I I I 2 - > P20FFICE L-3-8 L-1-1 w 1 IIII III -3-4 BUILDING(3) w III III METERS d \ \ II GAS&POWER II I � I STALL 2 ^EL C - - INSTALL BUILDING I I II(�O DUITS-3' OVE I I ! LIGHTS FOR PARKING LOT \ II 11 �I I V ILLUMINATION \ I I I NOTES: IN NE I I 1. ALL NEW WATER AND SEWER MAIN DESIGN AND PLANS WILL / \ \ DRY U TALL TIES TO \ BE SUBMITTED AS INFRASTRUCTURE PLANS AND SHALL GO / / B UDING 3 J \ \\ \\ co NECTTO FORMER I THROUGH CITY ENGINEERING AND MDEQ REVIEW. TRAN \\\ \ E STING / I 2. INFRASTRUCTURE PLANS WILL BE SUBMITTED ON A \ FOR B ILDING 3 e\ \ OPPE AT I sERvl LP-1 L-2-2 BUILDING(2) I I I PARALLEL TRACT WITH SITEPLAN REVIEW. AA _ I 3. ALL WATER METERS AND SHUT OFF VAVLES ARE LOCATED IN �� v v _�y v - MECHNICAL ROOMS OF EACH BUILDING. EXISTING B" / sEwER M IN vq V �C�N To METERS d NEV� '� VA �/, EIRE LI G 4"D.I. STALL 4. CURBSTOPS AND CLEANOUTS SHALL BE LOCATED IN � AV vvv� � - e IREu�� 10'serBACK GAS&POWER � UTILITIEISTO SIDEWALK AS SHOWN. A �V O ® viv v __ ILDIN_GS_1&2_ \\ _ INSTALL 2-0"ELEC - .- 5. ALL UTILITY EASEMENTS WILL BE DRAFTED AND EXECUTED \ \ \ \\\ \ coNDulrs-3'coVER ——— —— — — SIMULTANEOUSLY WITH SITE PLAN APPROVAL. �� vvvv A� TRANSFORMER FOR BUILDINGS 1&2 — — — — —� — — -- TALL NEW INS N --� - INSTALL NEW -SERVV€R - #:AfEl PPER —— — —— — \ \\ \V A 6 S — S -SERVICE— WA�F�R SERVICE \ S LEGEND vv vv yv NEW COB 15"RCP 5• P C l ST LL NEW V A COM.ACCESS 4"D.I.FI E \ �I§TIN 8" ae 88"C"PVC SER\ILC \D.I.wk IV S LARAMIESDR-37'TBC TCTTBC S S S S ------T------ TELEPHONE OR COMMUNICATIONS 7 \\ EXISTING N G------ BURIED GAS W W W SEWER MAIN W W W W ------E------- BURIED ELECTRICAL / /� _——__ _ _ __ —=—\D.I.WATER _ —— GRAPHIC SCALE _— `D.I.WATER T T 40 0 10 20 ----OVH----- OVER HEAD POWER / / �_ - -—— ` _ __L� ti W------ WATER MAIN _ IN FEET y— I inch- 20 ft. ------S------- SEWER MAIN / 11"X17":1"=40ft VERIFY SCALE REVISIONS DRAWN BY:CMW PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CURRENT LANDING,LLC OFFICES&OUTDOOR REC FACILITIES 1154.004 REDUCED.LINE BELOW CHK'D.BY:CMW MEASURES ONE INCH ON T� SHEET NUMBER ORIGINAL DRAWING. v. BOZEMAN LOT 2,BILK 1 -PARKWAY PLAZA SUB MT 018 Engineering CHR.WASLAER APPR.BY: 204 N.111h Ave. M.WASIA NESISConsulting �; Design Bozeman,MT 59715 O; 10959 PE DATE:12/19/23 DRAWING NUMBER Phone-(466)581-3319 ,�k �_ MODIFY SCALE ACCORDINGLY PlanningS"q``c�stEHEo Q.A.REVIEW CIVIL-UTILITIES NGINEERING, INC s, __ BY: C-2 HAI154\004\ACAD\SHEETS\SHEET-C-2-UTILITIES.dwg Plotted by Chris wasia on 12119120238:51 AM 7/e 991 o aNew Stamlardo ommitmeat COPYRIGHT®GENESIS ENGINEERING,INC.2023 ONAL."'. DATE: --- --' --- ----- --- TYPICAL RAIN GARDEN DETAIL ---------------- AREA=350-450 SOFT --------- _ ---- ------- -____ _--_- -- _- _ --__ --- __- -__- -- - - - -- BASIC i DIMENSIONS -" I--- --- L_________________________________L__ _- DEPTH - --�_�--_ DEPTH=12 T018INCHES _ _"----' - � ��` _ _ � / 5 _ -----__-----______-----------------______-------_---- ---------_----_----1-----�-- _- ZONE S" ------15"SRCP ---" 15'RCP S^ �ti� -- S^ 15"RCP / p� \ s O S� _ S0 S S� S" S., S_ I S0 SB FEjLLON_ST / RIPRAP i s S s S --_s_ 2- S g" S S s s s S sue_ _sI�s s 8"PVC �a')�� ,,,; _ OUTFACE 8"PVC 8"PVC ZONE ROCKARMOUR ' �L' m �C_ @ INLETS&OUTLETS , B9q- INSTALL K 1 WATER-MAIN SIDEWALK CHASE w w w -- _-_ w w w w�Tw w w w ' i i _ �_\ - __ _ -- _- _ _ --�_� - _- - __ - - - t�J e L - __------___ ZONE1 �o� w / - �- op� _-- _ �i L - _ -- _- �>�7 _ A\ / ___ ,, PROPERhY NDARYt`- �, ' - - -- -- - o -- s 11 $ NEENAH R-2560-EA aBas - gM__s_ .1141 - - - -�..- - 5 / �\ III SDMH- 19 SET BACK I I II I _ _\ ___ _ 100 YEAR FLOODPLAIN / ZONE I.- PLANTS THAT TOLERATE FREQUENTLY WET CONDITIONS �� 1 P 1 sl7 �� DESIGNATION AS PER INST L 2 m (SEDGES,BULRUSHES,DOGWOOD,FERNS,SPIREA,ETC.) I III III ;° 5' _ - Sad' LL FL W "�" 's'' a, .. - Itl� I FINAL PLAT(J-231) r �} j 111 I'I m ALL 1 _- THR UGH UB aaj5 ZONE 2- PLANTS THAT CAN TOLERATE OCCASIONAL STANDING WATER IV F a°, IR�TT `4 {6� `0 y (DWARF DOG WOODS,SNOW BERRY,OREGON GRAPE,EVERGREEN HUCKLEBERRY,FERNS,ETC.) ZONE 3- PLANTS THE PREFER DRIER CONDITIONS v p AS PI (SERVICE BERRY,CURRENTS,TALL OREGON GRAPE,TALL GRASSES,SWITCH GRASSES,BLEEDING HEARTS,ETC.) III \ /\ a I IfP-2 ' as 'ae 3' I - V \ w w ao' RET. N I III j1 0'D EP p POND 1 a625 i o "- m _., I I I / -J -- \ / A 1VIII / ( ) I A�'S INFILTRATOR INSTALLE2" �+ o SIDEWALK CHASE f P1 OFFICE RAIN GARDEN �i '- BUILDING(1) i �i i It SECTION iI Lu �i I q55 FF=47.0 �s i 1 i i I ovI , w �I I I I I�r � l Q INS AL IPE sTP a 69 s O I II \ II I j I II�3 3 III ID31 III RAIN A Dp)I �� P2OFFI&E, a5 i 9 m l BUILDING(3), I- \ 1 w - II II III I 6�� FF=46.54� I I' I ST LL 0' 'I i 0 PI E E P 4"RIPRAP li N O \\ \\ \\\ \\\\ \\ \ 12"TO 18" III �JD 4 I a ,'r� a1 d of DEEP I I II RAIN GA PEN' I OUTFACE III (.5' EP)', yyl,, 1 I III INS ALL11 60%SAND" I I SIDEWALK CHASE 40%COMPOST 1 I 1 (36"DEEP) I l 1 AI \ \ aB Low IF NATURAL SOILS ARE SANDY THEN USE 1 1 Ill '/' V 1 ` A POINT 65%NATIVE SOIL AND 35%COMPOST BY VOLUME /"� P 1 V d +' "? - r`, '1 ;Q'1 vv STORM NOTES: I li 01 w.\V� \ " - 1.STORM RET P3&P-4 ARE 1.5'DEEP RAIN GARDENS-SEE DETAIL THIS PAGE. 2.STORM RET P-2 IS A I'DEEP RAIN GARDEN-SEE DETAILS THIS PAGE. 3.STORM RET P-1 IS A 301NCH BURIED INFILTRATOR STORAGE BASIN. 4.STORM RETENTION POND VOLUMES ARE AS FOLLOWS: VAA A A A _ 1 V �I Ij 1�1 P-1:2,000 CFT INFILTRATORAte.__ P-2: 391 CFT RAIN GARDEN P-3: 212 CFT RAIN GARDEN P-4: 255 CFT RAIN GARDEN P1 STORAGE i i I Vvv vv vv➢w �� Al /�/ BUILDING(2) " '&. - - �yga7-' 5=3.8% FF=48.5 -- --- SITE NOTES: 6 --- i -- -_ -� ___ 1.ALL TBC RADII ARE 3.0'UNLESS OTHERWISE NOTED. �� Av `� �� B" A a ��y - -- 2.ALL CURB&GUTTER SHALL BE PER DETAIL ON SHEET C-4. _- __-------- - -_- _�------------ 3.SEE PARKING LOT LIGHTING PLAN FOR LOCATIONS OF LIGHT BASES.LIGHT BASES TO BE INSTALLED PER DETAIL ON SHEET C-5. �� ` �� \�� w ------ ------------ ---`___"==_ ------ - _-----i----- ---------- , � \\\\ \\- - --- ------- --------------------------fig_-__ ull 4.SEE LANDSCAPE PLAN FOR LOCATION OF PROPOSED LANDSCAPING. T 5.ALL PLASTIC PIPE ENDS THAT WILL BE EXPOSED TO SUNLIGHT SHALL HAVE PREFABRICATED END SECTIONS OR CONCRETE `� w &- s� ss�s 15'RCP 3 Ids - IFRCP COLLARS POURED TO PROTECT THE PIPE. \ 6.CATCH TBC=FLAG+0.38' 7.SPILL TBC=FLAG+0.52' \ S"PVC \ S S S S S�C-S S S S 8.TRANS TBC=FLAG+0.45' \ �\ �`� w� LARAMIE DR 9.SP=SPILL,LOW-LOW POINT,HI=HIGH POINT,VG=VALLEY GUTTER 10.NO CURB AND GUTTER SHALL HAVE A SLOPE LESS THAN 0.5%UNLESS SPECIFICALLY CALLED OUT ON THE PLAN. ----__--_--___ GRAPHIC SCALE ADA NOTES: _ r 1.ALL STREET AND STORM MAIN DESIGN AND PLANS FOR ALDER,MAPLE AND LINCOLN SHALL BE COMPLETED AND SUBMITTED WITH THE j / �� �� I -----_--_ - ._� ___---' i 40 q 10 20 INFRASTRUCTURE PLANS TO THE CITY AND MDEQ FOR REVIEW AND APPROVAL. -- 2.ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2%. _(-IN FEET) 3.ALL WHEELCHAIR ACCESSIBLE RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE COB STANDARD DWG 02529-8 OR 02529-8A. / - - - - - - - - --- I inch- 20 It 4. BUILDINGS ARE STEPPED TO ALLOW FOR SHORT SIDEWALKS AND GRADE TO DRAIN THE SITE. IF THE BUILDING IS NOT STEPPED THEN / / I 11"XI 7":1"/40 ft ADDITIONAL STORM MAIN WILL BE REQUIRED. i VERIFY SCALE REVISIONS DRAWN BY:CMW PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW CURRENT LANDING,LLC OFFICES&OUTDOOR REC FACILITIES 1154.004 REDUCED.`IHENE BELOW '� LOT 2,BILK 1 -PARKWAY PLAZA SUB SHEET NUMBER MEASURES DRAWING. 9 CMW BOZEMAN MT 019 ORIGINAL DRAWING. NESISErglnBBnn CHRISTOPHER APPR.BY: Desgng ze N.1 TAve. PE = DRAWING NUMBER INCBozeman,MT 59715 'ttt DATE:12/19/23 MODIFY SCALE ACCORDINGLY NGINEERING, C Planning P hone:(406)581-3319 ateµ", Q.A.REVIEW _� BY: CIVIL-GRADING&DRAINAGE C H:\1154\004\ACAD\SHEETS\SHEET-C-3-GRADING AND DRAINAGE.dwg Plotted by chris Wasia on 12/19/2023 8:52 AM g43egiffnigAofaXCWStaaafdofCaMnitngnt COPYRIGHT®GENESIS ENGINEERING,INC.2023 NAL. DATE: I ------ - — -- — _— ---- — — / --——————---- = ___---___—=----_-- I I � / -------__ \ —_______ __________________ x=------______ __---6---=----------��---------------_---------_-------= —___--------_---=-1----�__ ______ _ sus, / S., SotS s., so vvv FALLON ST-37'TBC TO TBC ------------ 4 O I I ---- r -- -- -1_ — — --- -- _ _ LJJ L -- __ _____ - -- — _�— CURBCUT __ — ___ — — - -- ----------- Mon. — — __—___ ____ o --- vvv B.C.in --- — -_ --- sea5�•s2•f .ea — � --_ --_ —_ -� \��\ Box S 89°49'08"E _ .,,5 r =w�» S 89°46'42"E 2 0' ——-- § — PROPER -- -- — — --- \ I Feu RY GRADE TO DRAIN m a55 1 0 --- - x •.. -aec-u ern i --- I 30.01' I v III K n i FLO a55 W ARROWS 'D' 43 _ ti(�� A. _ 3 C) / ib PH F II y p \ \ G DING CONTO S < � i Q 1 _Z �' I � l�7 I— PHAS TOTAL�. � �5 bf,"�� 1 AS o ' .aagq,RE POND IFT E — I e \ IDED-B3CPT I I I _ \ In \ I I + } I H ASE 1 EMP RARY ROVIOED=3,000C ------- PHASE PER SITE PLAN � R ENTIG °"° r �, m ��s w�o I GRAD TO D IN v P1 OFFICE 'I apt BUILDING(1) w5 ¢ I -I Q' . d / FLOW RRO F,o FF=47.0 p -I I - I I PHASE 1 RETENTION PONDS NOTES: LLI \ f 45 /A5 a" h / 0.b 2 11 1 O I" -� 45 00 I II 1.PHASE 1 WORK WILL REQUIRE 2,793 CFT(10YR-2HR Q - 46 \ - I DESIGN STORM)OF STORM WATER 'euaec `D II I II �II r - STORAGE/RETENTION AS SHOWN IN IN THE � o / III J 3 1 TEMPORARY POND T-1 ON THIS SHEET. IT IS i PHASE 1 �- - �' a m rG DING CONTOURS \ �\COMPRISED OF A"NATURAL GRASSED DEPRESSION T _ 1 WITH ITS OVERFLOW TO THE NORTH INTO FALCON I I I I III r \\ Oltound III STREET. 11 OB.C.in Kern ( A5.5 vv �v vv -v 'v vv ry - a°oal i3"E, Y.P.0 B DIN 3 Mon.Box os WHEN PHASE 2 IS CONSTRUCTED AT A LATER DATE, a 11 °' I T AIDE RR N �� \ THIS TEMPORARY RETENTION POND WILL BE I FLOW ARR S TEM 01 RYI III III' ` PARKIN �TALLS REMOVED&REPLACED WITH THE INFILTRATOR 4, m RETENTION SYSTEM AS SHOWN ON CIVIL SHEET C-3. II I ovI Cl A` 1 PHASE 1 GRADING —�I �� 4, .`,vvv v �1vvv AND GRASS PLAN \ I \ �� vvv a v v v v v \ / I m a� _ � � � I 1 -11 I I I II I � I , , I 1 v-I I ,� I I I►II � �I I \ \\\\ \\ O i 15 � I f i\ Pi STORAGE 1 i i I BUILDING(2) FF=48.6 \ h\\ / v v `v ov vvv v 4j .ae° I I" Found "«� ✓o Kerin i7-- "- 3 _ A.C. N11°3 W- 4884(M) _ __ —_ _ -------- \\ \ - \ \ I-- \ \ _ — ,4 v � z ,�°\ \ \o \\\ S89"3T58'E v Found LARAMIE DR-3T TBC TO TBC soear IT Found B.C.in \ 4v Mon.Box B.C.in I I I I Mon.Box —`------------------------------------------- — — / �'__________________________________—________=r=— ----------�___= GRAPHIC SCALE r —7----/ 40 9 10 20 i El / --- --___ __-----(-IN FEET) —— ———__-----_ — I ----- ---- -- -- — - - 1 inch_ 20 ft �— - — - — 11"X17":1"/40 ft VERIFY SCALE REVISIONS DRAWN BY:CMW PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW CURRENT LANDING,LLC OFFICES&OUTDOOR REC FACILITIES 1154.004 REDUCED.L HE NEIN LOW INCH ' LOT 2,BLK 1 -PARKWAY PLAZA SUB SHEET NUMBER MEASURES ONEINCH ON 9 CMW BOZEMAN MT 017 ORIGINAL DRAWING. NESISErlglnee.R CHRISTOPHER APPR.BY: Des gng ze N.11th Ave. PE = DRAWING NUMBER Bozeman,MT 59715 'ttt� DATE:12/19/23 MODIFY SCALE ACCORDINGLY Planning Phone:(406)581-3319 a O.A.REVIEW NGINEERING, INC SS7`o'sTEµE� BY: PHASING VEG,GRADING&DRAINAGE PLAN PH-1 H:\1154\004\ACAD\SHEETS\SHEET-REVEG.dwg Plotted by Chris wasia on 12/19/20239:18 AM g43egiffnilWofaXeWStaaafdofCaMnitngnt COPYRIGHT®GENESIS ENGINEERING,INC.2023 ONAL DATE: NEENAH R-2560—EA 5.4"(0.45') MAINTAIN BEEHIVE FRAME&GRATE PROPER SIDE(ARD 24" SETBACK PER g ZONING REGULATIONS 2" 5'TRANSITION SECTION FROM ° FLAG EXISTING CURB TO DROP CURB: _p 24"SQUARE TOPSOILa 3"R OPENING L(TVP.) +/ 4"R 'tl `/a'ro vFx�'swvE 4 EXPANSION JOINTS COMPLETELY 12" AROUND SIDEWALK SECTION 36"R.C.P. �/\ ° a �° 7 AX.M THROAT WIDTH I ASTM C-76 IRS 4 ° 35'COMMERCIAL CLASS 2 °sd °' 40' 9 INDUSTRIAL 4O ° CURB&APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED OGH USE FOR Cc)40 O O Cc)18"A 2000 PIPE 00000000000000000000000000000000 CRUSHED GRAVEL O O O O O O O O O O O O O O O CONTRACTION JOINT BASE— 3' MIN. 0000000000000000000000000000000 EXPANSION JOINTS AT CURB RETURNS _ SUB—BASE COURSE 1 � EXISTING BACK O CURB AS REQUIRED A-2000 P1IP8"E SIDEWALK CONTRACTION JOINTS F SPACED AT 5'INTERVALS—MIN. J I FLOW LINE • Ti \\j\\\\\\.�� DEPTH 1". EXPANSION JOINTS ° TO BE PLACED AT 25' EDGE OF GUTTER r.w COMPACTED SUBGRADE INTERVALS. VARIABLE —O.r— CONTRACTION JOINTS TO BE SPACED (5.5'T(P.) ROLLOVER DROP CURB AT 10'INTERVALS IN CURB&GUTTER 5' 1.6- T" }/6"PER 1'SLOPE �_SLDPE AT SS MA%.2%MIN EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE—FORMED BITUMINOUS TREATED FIBERBOARD FILLER. 6„ y� B5� 'PER i'SLOPE ALL CURB REPLACEMENT SHALL BE GONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. 9"SUMP s GRADE ESTABLISHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB R MATCH EXISTING SIDEWALK GRADE .o • DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB SIDEWALK DRIVEWAY APRON a., • ; 1' S'IYP. 5.5'TYP. .• (VARIES)1/4"PER FOOT SLOPE STREET SURFACE NOTE6. w 1�4" 6"POUR—IN—PLACE BASE 2 8ubgrade or base c ompaction shall conform to section 02230(M.P.W.Specs.,1996 2 Contract'on lolls a 11 beaPI..d at 10' nlervals and shall have o mri mum depth of 3/4"antl mnm wdth of 1/8". wl 1/2"expans on loll materal shall be placed at all PCs,PTs curb returns and It not more than 300 ntervals The 44 O.D.OD expans on materal a 11 extend through the full depth of the curb and gutter. 4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative. 3"WASHED ROCK CURB&GUTTER MIN.6-THICK S. Concrete s 11 be Class M-4000. M-4000 CONCRETE 6. Crushed gravel base shall meet the requirements of Section 02235(MPW SPECS,2003 ed.) For curb antl •OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH gutter replacement projects,washed rock may be used for the gravel bose. CITY OF BOZEMAN SCALE: NON RESIDENTIAL N0. 02529-12 36" STANDARD CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 STORM DRAIN MANHOLE STANDARD DRAWING NONE CURB & GUTTER Revised Mar. 2017 xE Silhouette w".rwo,.oc.00�ww�wm"w.�oeoww� � Om"rv,•,R•o rrNwro„�.I `"` . aa.s liw' z::• r 42w rs c®v ou 1M• ex• •%• +low 71 ou aro• w Ir aow w PLAN VIEW — N.T.S. TI» ..•Mw:.».»..�r.. F� :w..o.�...,.......» ...d.». wwn NCFfIP�NUMSYd DO+raM'MI�OrYb�tl rp•uY»T�✓IYd•1n�^.^ wnx.wuo.warocwxcmvu.lrwuwmxomuw �:ilu ��.MYI•»�M»p•M w�iM�awT bP. McM».MC wr0 ar•r L�F:A»Yramel Can.•uflvv. al.wbl.a rND �aO�� —_— �Ha�y:Tlr>swvae»w..»wF+».w m`�o�M i.»�.I s ':',.riso�irs.i r��..•°n..°w..":."8eeb�i°~es.+rm w�a.' .._ ......-::`e,u��r wawwsan•wm,o.rammaln.vn ra»aov r.m.ra. lnls•c xlo-Pn.w..n r•oal•b,a _.w..x ......_.. .........._......._..........._......._ ,ee»mpr.nr.r...»,.x.r,r..o.e"m.e.aw waomr wrolu.srormo .._...................... •.«wl.m wqn n.•.w•s•e•r�w wl»al.n r••I•I Lsd. .���L I ��e.r...rwm.r•�W1ypqrrwy w.ea.mu.. air Ara�,m w»rrzr wsepn�n 1" ���` rM4••»o! MnLI.iA mr»•pprdw�• 501tl W..P.aM��b�M»4-]O�C T•r.mn LExocxeaE Luu�a cuwawna INLET CHASE $IL-+ Tyys rl Wmpxl CF I. W�tl MgMll 'M4 B�Ilon Tee PhoOo®II fRl �L�pSWTil ICF1 It) M� (� roa xcO.Ere.lmwr.oeO�a • 261261 200 /0L1 111 --- roosr.w.Iw,iO�xa.xcx Os.�..i "wmm�O•aa,...O...wxw..,.a.E. Trys of 121111 (7) (Mr) E+am .....::::..... x..— . RT ye........ ............. aHQ _ .......................................................................•—�...s.av� SIL.2 T HQ PS YIPS 11) (A6 ISF1241 f6F1117 u I, 5016/) IPI IN 277 Fl l GMn (OF7M1 10F2.01 10F4101 Nos IV 70pq N) 60l .1 100(in) G4 c0—IaplunE. 400 SECTION B — N.T.S. OUTLET CHASE C CIFv,»v'.e C—,d ( ItTT smr MIl mil 2.a(uriW "' cMuan color B�mr P s^' 20 1�0 „ra) Ia1 0(Mo) PS x, 347 ...Nwox,a 250 am PS HPS NI 320(329j PS LOM wMalrurlitaoWP a coxcurt.aw.eEuaw 4DD"M PS HI Iv.�r2n awr ra.. c ..�. corrximuxvu.uwxmme� a) (70 SECTION A — N.T.S. CITY OF BOZEMAN SCALE: CONCRETE STORM DRAINAGE N0. O2529-14 If STANDARD DRAWING NONE OUTLET AND INLET CHASES DEC. 2003 Rev: Aril 2)05 VERIFY SCALE REVISIONS DRAWN BY:CMW PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHWD.BY:CMW CURRENT LANDING,LLC OFFICES&OUTDOOR REC FACILITIES 1154.001 REDUCED.L'NE BELOW SITE PLAN SUBMITTAL SHEET NUMBER MEASURES ONE INCH ON NESIS9CMW BOZEMAN MT 020 ORIGINAL DRAWING. ErglneenR OCHRISTOPHERAPPR.BY:Des gng04 N.11IT Ave. DRAWING NUMBER ozeman,MT 59715DATE:12/27/22MODIFY SCALE ACCORDINGLY gPhone:(406)581-3319Plannin Q.A.REVIEWNGINEERING, INC BY: DETAILS C-4 H:\1154\004\ACAD\SHEETS\SHEET-C-4-DETAILS.dwg Plotted by chriswasia on 1011/20235:00 PM ?I�t® IAlll 0 O'f/RP$talF�arQs Doitlnmt COPYRIGHT®GENESIS ENGINEERING.IN0.2021DATE: STEEL POST MARKER PROPERTY PAINTED BLUE LINE OR r1// GREEN STEEL POST R / EASEMENT AT END OF SERVICE uRB STOP nxD BOx / woo TO CURB STOP LINE 1 5 1/2'BOULEVARD (TMP') PROPERTY 4' LINE E STREET SURFACE GROUND SURFACE EASEMENT 5'SIDEWALK v 1, LINE 5 1/2'BOULEVARD CURB TO CURB PILTO��T (TYPO 4' WIDTH VARIES I::: SEE DETAILS k B BELOW \ 1' .f 2\5 STREEr SURFACE I/ FACE OF CURB rn 15'R(ttP) TER ewlN as Mlry CURB BOX 5'SIDEWALK GROUND SURFACE FACE OF GUTTER fwA (IYP.) �// EXPANSION JOINT t\\\ II �11.5' PROVIDE 5'STATIONARY CONTROL JOINT A \\� (TYP) ROD IN ALL CURB BOXES 2 5 / \\ BACK OF CURB 6 1/2'MIN. 1 COMPACTED BACKFILL i� FLOWLINE COVER (�') (SEE SPECS.) --_ - 10'-12'UTILITY EASEMENT ---- R S 08 E L.E sT (TYP.) (TYPICAL EXCEPT IN SPECIAL WITH CURB RETURN A w(SEE c.o.B.O STANDARD B�—WATER LINE SEE DETAIL B• CIRCUMSTANCES WHERE CITY HAS FILLET AS ONE PIECE 5^ DRAmNc 2660-6) ER(SEry APPROVED ALTERNATE LOCATIONS) AFPucnnoN a PLUMBING PERMrt REDUIRED) BELOW (TYPICAL EXCEPT IN SPECIAL IF EXISTING CURB CIRCUMSTANCES WHERE CITY HAS DOWEL WITH 5#4 X 3fi" JOINTS WILL BE REQUIRED RETURN,GRIND CUTTER A B GO aacroR APPROVED ALTERNATE LOCATION) SMOOTH REBAR EVENLY APPROX.EVERY 10 FEET TO FORM OUTLET SPACED ON V CENTERS CHANNEL WHEN THIS \ WITH 3 1/2"OF COVER. IS THE HIGH SIDE NOTE.METER sicD GAME AS INCOMING uNE-No ExcEPnoxs. CURB STOP�_ ONE ONE ENO OF BARS PLAN VIEW 2'X 2" WOOD FOUIDMoNE AS ) niory ASSEMBLr I'MN./z Mix SERVICE LINE.SLOPE=1/4" MARKER WATER MAIN 45• ELBOW r //ANGLE STOP � PER FOOT MIN.,1/2"PER FOOT SERVICE uNE� —I MTo COMESTIC z /MAR B (DgEau RED) NO COUPLINGS OR OTHER JOINTS lyLQWED ON SERVICE PIPE FROM BASE MATERIAL Mom' �`L�IIIDII� ,IIIFIIII�II CORP.STOP TO CURB STOP FOR U AND 1"SERVICES. �L! REF \ oncss STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1 2"AND 2"SERVICES SEWER MAIN SHUTOFFDETA/L or A SELECT MATERIAL BACKFILL AREA SHUTOFF PROPERLY CORPORATION STOP INSTALLED (SEE SPECIFICATIONS) \\\\ mRN. CORPORATION // / / / /� IN LINE WYE FITTING FOR�LILEG STOP `PLUG VARIABLE *METER SAME SIZE AS INCOMING LINE- PERCEPTIONS,METER MUST TAP MAIN AT // / / / / / / / 1"CIA.MIN. NEW INSTALLATIONS. 6'-0"MIN, STREET SURFACE IKJI���� �� / / / SADDLE FITTINGS ALLOWED BACKFLOW IDEVICE TO ANGLE OR STRAIGHT STOP ANDa''/2R kEZ OscaL�xOON r) SPR/NGL/NE. i/jj% //j /j j//j j/ /j j//j j/ /% SERVICE PIPE OFOR EXISTING NLY UPON APPROVAL TOF 5 1/2�_� 3 1/2 **DOWNSTREPM SNIT OFF VALVE MUST �\/// 2 ////j////////////////////%- CITY OF BOZEMAN SEWER BE SEPARATE FROM BACKFLOW DEVICE DETAIL B \ /j 0 DEPARTMENT. I`•'.1' IYPICAL FLOOR PENETRATION(N.T.S.) TYPICAL WALL PENEDETAILTRATION(NTS.) (CRAWL SPACE) _ " ATER IORscE°NIEENST"AG°, REDUREM 4 \!\\�\�\� \ i \\\,�\\\\�\\\\� J E. ALL nFi/E.ro THE 1/2 AN OWING No.02660-12 \� \\� ��\\�\ \\\ \\� TRENCH BOTTOMS\\�\ 6"MIN. / RAGS ON 2'WX 2'GRID Ehrs SERVICE INVERT NO r4 zEnNUIESD 2 s RMccs2s`ND.ARE NOT ALLOWED. \i__\\\ \\�\/\\� \\\��\�\ \ \ LOWER THAN SPRING SECTION A—A LINE OF SEWER MAIN UIREMENTS OF MONTMLA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANr MATERIAL GENERAL NOTES `1\\\it\\\ FOR WE FITTINGS. HAN5LL BE EDDED I-UNDER XND OVER THE PIPE WITH SXNG 11E MATERIAL WY'BE USED AG BEDDING IF IT 3/aA REO NOTES:THE WIDTH WITH PROPORTIONAL e 1/2 F INVERT MAY VARY TO SATISFY THE DESIGN TER OEPAATMEM. R*10ECDNES MtE WO TO A SmEET SLUE wIT HAB AN uRul1 SLOPE. wATER SERWCE MINES REQUIREMENTS OF INDIVIDUAL APPLICATIONS. TLI1/2 FOOT"RE ATNCURBESTOP FINISHED STREET SURFACE TO BE 1/e"TO A CONTACT"IF BOZEMAN WATER DEPARTMENT FIR A111111 11 OF COPPER ION"IONS-ER SEWCE NE MAY BE REDUCED TO a SMALLER slzE THAN THE WATER sERMCE snB.R wA a INSLA SHOWN N tr DRAWINGS OR As SPECIFIED. 1/4"ABOVE EDGES OF DOUBLE GUTTER. 10,METER,BACKFUOW P—ION.�ND INCOMING SERVICE LINE MUST AU_BE THE SAHE SIZE, 3. BEDDING SHALL BE V DIX MXMMUM WITHIN W'OF SERVICE PIPE, WATER SERVICE LINE INSTML CURB STOP SO THAT OPERATING KEY IS PARALLEL To STREET IN OFF-POSITION, CITY OF BOZEMAN SCALE: NO 02660-15 NONE FROM CURB STOP TO BUILDING Dec. 2003 CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2 CITY OF BOZEMAN SCALE: DOUBLE GUTTER DETAIL NO. 02529-1 STANDARD DRAWING NES 2 AND SMALLER) STANDARD DRAWING NONE DEC 2003 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 STANDARD DRAWING NONE FOR STREET INTERSECTION DEC. 2003 � ) Rev. Aril 2006 CITY OF BOZE\LLV SIDEWALK AND DRIVEWAY SPECIFICATIONS COMPACTS 1. Standard sidewalk location shall be one fool from property lines and within the public ONLY right-of-way. Deviations from the standard location shall br within accordance with the City of 12" 2"SQUARE Bozeman's Sidewalk Policy. All sidewalks shall be five feet in width unless otherwise specified 2% SLOPE OR ROUND by the City Engineer. Construction of sidewalks,drive approaches-and curb and gutter shall be ABOVE ASPHALT STEEL POST in accordance with Montana Public Works Standard Specifications and as specified herein. `SIGN CAN BE MOUNTED ON WALL 2. All concrete sidewalks constructed across vehicular traffic lanes shall be a minimum of TOP=B"E" ALT rr n OF BUILDING AT six(6)inches in thickness. Driveway aprons shall also be a minimum of six(6)inches in 19 -35 30"-36" SAME HEIGHT thickness. All other sidewalks shall be a minimum of four(4)inches in thickness. T3" OW ASPHALT 6.0' 3. All base course for driveway approaches and sidewalks shidl be II.-"minus washed rock 3" MIN GRAVEL BASE The base course shall be a minimum of throe(3)inches thick colder sidewalks and driveway SIGN POST aprons and six(6)inches thick under curb and gutter sections. 4" THICK M-4000 CONCRETE BOLT TO CONCRETE FOUNDATION PER CITY MPW 4. The grade of the sidewalk is to be-established by a uniform slope of one-quarter(I.)inch MOD DETAIL per foot rise from the top of the adjacent full-height curb. The uniform slope specified shall 09810-1 continue through the sidewalk section aid to the curb to ensure drainage to the street THICKENED EDGE SIDEWALK S. Ihe maximum driveway throat widths are as follows: residential access-24 feet: TYPICAL SECTION INVERTED "U" BIKE RACK DETAIL COMPACT CAR SIGN DETAIL commercial access-35 feet:industrial access-40 feet. For shared approaches for condominium.townhouse,or duplex units.the maximum driveway throat width is 40 fed. Any existing full-height curb and gutter section shall be removed and replaced as one complete section with the construttion of a new driveway approach. Approved contractors may be permitted to sawcut existing full-height curb to provide drop-curbs for approaches. A-Core Inc. PLANT MIX ASPHALT SURFACING z.o• is an approved concrete cutting contractor. INTEGRAL CURB 3"MIN DEPTH @ 93%MD AND GUTTER CRUSHED GRAVEL BASE COURSE 6. Concrete(airNenrained)shall have a minimum compressive strength of 4000 psi on a 28- 6"MIN DEPTH @ 95%MDD o,5' day test,Using 6 sacks of cement per cubic yard of concrete with a maximum water content of 6 *, — gallon per sack ofcemnt. SIGN CAN BE 7. Construction joints one(1)inch in depth shall be placed every five(5)fed.and MOUNTED ON WALL 01.5' P j P ( ) v i OF BUILDING AT expansion joints shall be laced every twenty-five 25 feet in sidewalks. Ex ansion oint " d °SQU material shall be one-half inch thick pre-formed biluminoUs treated fiberboard filter. ;�� /rya_//T�'\` /f �P _T _✓t / �, - 2 ARE SAME HEIGHTOR ROUND Construct minimum 3h of 3 4"and minimum ti wdth of 1all be laced alten expansion tt 9'. 1lal nch m joint material(Tall be � � \/ STEEL POST placed at all points of curvature and tangency.curb returns.and where new concrete abuts SUB-BASE COURSE COMPACTED 12"MIN DEPTH OR AS SPECIFIED BY SIGN POST AS' existing concrete. The expansion material shall extend through the lull depth of the curb and MIRAFI 60OX SUB-GRADE GEOTECHNICAL REPORT@ 95%MDD FOUNDATION gutter' GEOTEXTILE PER CITY MPW FABRIC MOD DETAIL 8. A representatke from the City Engineer's Office must inspect oil forms and base 09810-1 course before concrete is poured In the public right-of-way. Phony r82-22M1 to schedule Inspections a minimum nr4 hours to pouring. PARKING LOT TYPICAL SECTION HANDICAP PARKING SIGN DETAIL VERIFY SCALE REVISIONS DRAWN BY:CMW PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY - CHWD.BY:CMW CURRENT LANDING,LLC OFFICES&OUTDOOR REC FACILITIES 1154.001 REDUCED.LINE BELOW SITE PLAN SUBMITTAL SHEET NUMBER MEASURES ONE INCH ON 9 CMW BOZEMAN MT 021 ORIGINAL DRAWING. NESISErg1RBBnG CHRISTOPHER APPR.BY: Des gn9 204 N.11th Ave. 09 PE = DRAWING NUMBER Bozeman,MT 59715 'W� DATE:12/27/22 MODIFY SCALE ACCORDINGLY g Phone:(466)581-3319 e w ` Planning q u Q.A.REVIEW NGINEERING, INC ss,`GlaTwa� DETAILS C-5 H:\1154\004\ACAD\SHEETS\SHEET-C-4-DETAILS.dwg Plotted by virus wasia on 10/1/20235:01 PM ?Ile® iaat oaNewStandard oerlaitRrnt COPYRIGHT 0,GENESIS ENGINEERING.INC.2023 �ONAI- DATE: PROJECT SUMMARY CALCULATION DETAILS •LOADING=HS20/HS25 •APPROX.LINEAR FOOTAGE=408 LF STORAGE SUMMARY •STORAGE VOLUME REQUIRED=2,000 CF •PIPE STORAGE VOLUME=2,000 CF •BACKFILL STORAGE VOLUME=0 CF •TOTAL STORAGE PROVIDED=2,000 CF PIPE DETAILS •DIAMETER=30" •CORRUGATION=2 2/3x1/2 •GAGE=16 •COATING=ALT2 •WALL TYPE=SOLID •BARREL SPACING=15' BACKFILL DETAILS •WIDTH AT ENDS=12" •ABOVE PIPE=0" •WIDTH AT SIDES=12" •BELOW PIPE=0" 135-0" 0 o_ NOTES •ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE.ALL ELEVATIONS,DIMENSIONS,AND LOCATIONS OF RISERS AND INLETS,SHALL BE VERIFIED BY THE ENGINEER OF RECORD PRIOR TO RELEASING FOR FABRICATION. •ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. •ALL RISERS AND STUBS ARE 2%"x Y"CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. •RISERS TO BE FIELD TRIMMED TO GRADE. •QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES.OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR. •BAND TYPE TO BE DETERMINED UPON FINAL DESIGN. •THE PROJECT SUMMARY IS REFLECTIVE OF THE DYODS DESIGN,QUANTITIES ARE APPROX.AND SHOULD BE VERIFIED UPON FINAL DESIGN AND APPROVAL.FOR EXAMPLE,TOTAL EXCAVATION DOES NOT CONSIDER ALL VARIABLES SUCH AS SHORING AND ONLY ACCOUNTS FOR MATERIAL WITHIN THE ESTIMATED EXCAVATION FOOTPRINT. •THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES AND DO NOT REFLECT ANY LOCAL 3 REGULATIONS.PLEASE CON ACT YOUR LOCAL PREFERENCES OR ASSEMBLY o CONTECH REP FOR MODIFICATIONS. SCALE: 1" =20' >I d The design rviand Information shown on this drawing Is provided PROJECT No.: SEQ.No.: DATE: as a service., to the project owner,engineer and oontraotor by %P Contech Engineered Solutions LLC r`Contech').Neither this A�I�_\ITCAIJ 28398 38733 'I D/1/2D23 F drawing,noranypartthereof,maybeused,reproducedor DY038733 M C�ii NTECH ` \\� �� Montana White Water g modified In any manner without the poor written consent of ��.,��` `�r� DESIGNED: DRAWN: Contech.Failure to comply is done at the user's own risk and COB Retention 2 Contech expressly disclaims any liability or responsibility for ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS DYO DYO Fsuch use. r If discre cies between thesu lied information which www.ContechES.com Bozeman, MT CHECKED:DYO APPROV DVO pan PP pon w D. CONTECH the drawing is based and actualhald.endi cneareencountered DYODS g 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 DETENTION SYSTEM SHEET NO.: d as smear progresses these discrepen of he de ig reported X to cContech immediately for re-eased n missing, design.Contech W accepts no liability for tlesigns based on missing,inwmplete or 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING inaccumes,information supplied!b othe,. DATE REVISION DESCRIPTION BY 2r-6" g a a a IL 7 DETENTION SYSTEMS-CMP DETENTION/CMP DRAINAGE m A Material Location I Description Material Designation Designation Rigid or Flexible Pavement applicable) 7� R Road Base(if applicable) 2r_6„ FRONT 6 I Geotextile Layer Non-Woven Geotextile CONTECH C-40 or Engineer Decision for consideration to prevent soil NOTE: C-45 migration into varying soil types F�a:PIPE MANWAY DETAIL APPLICABLE FOR CMP Backfill Well graded granular material AASHTO M 145-A-1, Placed in 8"+/-loose lifts and compacted to 90% SYSTEMS WITH DIAMETERS 48"AND which may contain small A-2,A-3 Standard Proctor Per AASHTO T 99 PLAN LARGER.MANWAYS MAY BE REQUIRED amounts of silt or clay. ON SMALLER SYSTEMS DEPENDING ON 4�CMP Bedding Stone Well graded granular bedding AASHTO M43- Engineer to determine if bedding is required.Pipe TYPICAL MANWAY DETAIL ACTUAL SITE SPECIFIC CONDITIONS. material w/maximum particle 3,357,4,467,5,56,57 may be placed on the trench bottom of a relatively size of 3" loose,native suitable well graded&granular 3 material.For Arch pipes it is recommended to be SCALE: N.T.S. shaped to a relatively flat bottom or fine-grade the RISER(TAP.) foundation to a slight v-shape. Unsuitable SEE DETAIL material should be over-excavated and re-placed 5 HAUNCH ZONE with a 4"-6"layer of well graded&granular stone per the material designation.See AASHTO 26.3.8.1/26.5.3 Bedding info. A Geotextile Layer Non-Woven Geotextile CONTECH C-40 or Engineer Decision for consideration to prevent soil C-45 migration into varying soil types * Note:Backflll using controlled low-strength material(CLSM,"flash fill"or"flowable fill")when the spacing between the pipes will 3 not allow for placement and adequate compaction of the backfill. A 1�INITIAL FILL ENVELOPE - - ELEVATION END MINIMUM WIDTH DEPENDS ON SITE CONDITIONS AND ENGINEERING JUDGEMENT NOTE: FOUNDATION/BEDDING PREPARATION TYPICAL RISER DETAIL LADDERS ARE OPTIONALAND ARE NOT REQUIRED FOR ALL SYSTEMS. PRIOR TO PLACING THE BEDDING,THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE SCALE: N.T.S. GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION,THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS 20 MIL HDPE MEMBRANE APPROVED BY THE ENGINEER. LINER OVER TOP OF PIPE (IF REQUIRED) HAUNCH ZONE MATERIAL SHALL BE PLACED AND UNIFORMALLY COMPACTED WITHOUT SOFT SPOTS. LIMITS OF REQUIRED BACKFILL BACKFILL WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO SYSTEM MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND r7ffDIAMETERKVARIES [VARIES AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN ATWO LIFT(16")DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANYTIME DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE. OTHERALTERNATE BACKFILL MATERIAL MAY BEALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS,AS APPROVED BY SITE ENGINEER. TYPICAL SECTION VIEW LINER OVER ROWS SCALE: N.T.S. NOTE:IF SALTING AGENTS FOR SNOW AND ICE REMOVALARE USED ON OR NEAR THE PROJECT,AN HDPE MEMBRANE LINER IS RECOMMENDED WITH THE SYSTEM. THE IMPERMEABLE LINER IS INTENDED TO HELP PROTECT THE SYSTEM FROM THE POTENTIAL ADVERSE EFFECTS THAT MAY RESULT FROM A CHANGE IN THE SURROUNDING ENVIRONMENT OVERA PERIOD OF TIME.PLEASE REFER TO THE CORRUGATED METAL PIPE DETENTION DESIGN GUIDE FOR ADDITIONAL INFORMATION. c� 3 0 >1 d The design and Information shown on thls drawing Is provided PROJECT No.: SEQ.No.: DATE: as a service to the project owner,engineer and contractor by %P Contach Engineered Solutions LLC("Contach').Neither this /� A�I�_\ITCAIJ 28398 38733 'I D/1/2D23 F drawing,noranypartthereof,may be used,reproduced or C�ii NTECH ` \\� �� DY038733 Montana White Water g modified In any manner without the poor written consent of �` `�r� DESIGNED: DRAWN: Contach.Failure to comply is done at the user's own risk and COB Retention 2 contact,expressly disclaims any liability or responsibility for ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS DYO DYO Fsuch use. r If discre cies between thesu lied informationu hich www.ContechES.com Bozeman, MT CHECKED:DYO APPROVED:DVO pan PP pones CONTECH hedrawin is based and actual DYODS g 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 DETENTION SYSTEM SHEET NO.: d as site work progresses,these discrepancies must be reported X to Contach immediately for reevaluation of the design.Contach W accepts no liability for designs basetl on missing,incomplete or 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING inaccomes,information su liedb ethers. DATE REVISION DESCRIPTION BY A - REINFORCING TABLE TEMPORARY COVER FOR ACCESS CASTING TO BE CONSTRUCTION LOADS PROVIDED AND INSTALLED 0 CMP "BEARING 0 BY CONTRACTOR% 0 . A 0 B REINFORCING PRESSURE HEIGHT RISER FINISHED (PSF) OF llll_ GRADE COVER ull N EW 2,410 a a a a 24" 4,X4, 26' #5 @ 12"OCEW 1,780 'I�IE=111-1 c m G III III �1�I0 4'-6" #5 @ 12"OCEW 2,120 -1lli 1 - ° 4 a 30 4'-6"X 4'-6" 32 #5 @ 12"OCEW 1,530 A rtl �1i1 GASKET MATERIAL ¢ 5 X 5' S #5 @ 10"OCEW 1,350 36" 38" CMP RISER CONSTRUCTION LOADS SUFFICIENT TO PREVENT a -- SLAB FROM BEARING ON W 42r, 5'-6"6-6" #5 @ 10"OCEW 1,720 RISER TO BE PROVIDED BY FOR TEMPORARY CONSTRUCTION VEHICLE LOADS,AN EXTRAAMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER o_ X 5'-6" 44 #5 @ 9"OCEW 1,210 THE TOP OF THE PIPE. THE HEIGHT-OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. CONTRACTOR. OB 11"TYP. ¢ fn THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED 0 6' 6' #5 @ 9"OCEW 1,600 GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. 48 X 6' 50 #5 @ 8"OCEW 1,100 SECTION VIEW PIPE SPAN, AXLE LOADS (kips) -ASSUMED SOIL BEARING CAPACITY INCHES 18-50 1 50-75 1 75-110 110-150 MINIMUM COVER(FT) �� OA A 12-42 2.0 2.5 3.0 3.0 AOG6Q OB 48-72 3.0 3.0 3.5 4.0 #4 DIAGONAL TRIM #4 DIAGONAL TRIM BAR(TYP.4 PLACES), 78-120 3.0 3.5 4.0 4.0 BAR(TYP.4 PLACES), SEE NOTE 7. 126-144 3.5 4.0 4.5 4.5 SEE NOTE 7. 2"COVER 'MINIMUM COVER MAY VARY,DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL f (TYP) COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. CONSTRUCTION LOADING DIAGRAM o0-1e� SCALE: N.T.S. a OPENING IN PROTECTION SPECIFICATION FOR DESIGNED DETENTION SYSTEM: SLAB FOR OPENING IN CASTING PROTECTION SCOPE PIPE SLAB FOR THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE PIPE SHALL BE MANUFACTURED IN ACCORDANCE TO THE APPLICABLE CASTING THE DESIGNED DETENTION SYSTEM DETAILED IN THE PROJECT PLANS. REQUIREMENTS LISTED BELOW: MATERIAL ALUMINIZED TYPE 2: AASHTO M-36 OR ASTM A-760 INTERRUPTED BAR THE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS REPLACEMENT,SEE LISTED BELOW: GALVANIZED: AASHTO M-36 OR ASTM A-760 NOTE 6. STANDARD STANDARD INTERRUPTED BAR ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE AHPMEY'AHMECOATED: AASHTO M-245 OR ASTM A-762 REINFORCING, REINFORCING, OB REQUIREMENTS OF AASHTO M-274 OR ASTM A-92. SEE TABLE SEE TABLE REPLACEMENT, ALUMINUM: AASHTO M-196 ORASTM B-745 SEE NOTE 6. THE REQUIRVANIZE STEEL OFAASCOIL -218O ASTMCONF A- 29. APPLICABLE ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW REQUIREMENTS OF AASHTO M-218 OR ASTM A-929. HANDLING AND ASSEMBLY SHALL BE IN ACCORDANCE WITH NCSP'S(NATIONAL CORRUGATED STEEL THE POLYMER COATED STEEL COILS SHALL CONFORM TO THE Af#R2t£AB6DCIATION)FOR ALUMINIZED TYPE 2,GALVANIZED OR POLYMER NOTES: REQUIREMENTS OF AASHTO M-246 OR ASTM A-742. COATED STEEL. SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FORALUMINUM PIPE. 1. DESIGN IN ACCORDANCE WITH AASHTO,17th EDITION. 7. TRIM OPENING WITH DIAGONAL#4 BARS,EXTEND THE ALUMINUM COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS BARS A MINIMUM OF 12"BEYOND OPENING,BEND OF AASHTO M-197 OR ASTM B-744. INSTALLATION 2. DESIGN LOAD HS25. BARS AS REQUIRED TO MAINTAIN BAR COVER. SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR CONSTRUCTION LOADS HIGHWAY BRIDGES,SECTION 26,DIVISION II DIVISION II OR ASTM A-798(FOR 3. EARTH COVER=V MAX. 8. PROTECTION SLAB AND ALL MATERIALS TO BE CONSTRUCTION LOADS MAYBE HIGHER THAN FINAL LOADS.FOLLOW THE ALUMINIZED TYPE 2,GALVANIZED OR POLYMER COATED STEEL)OR ASTM PROVIDED AND INSTALLED BY CONTRACTOR. MANUFACTURER'S OR NCSPA GUIDELINES. B-788(FOR ALUMINUM PIPE)AND IN CONFORMANCE WITH THE PROJECT 4. CONCRETE STRENGTH=3,500 psi PLANS AND SPECIFICATIONS.IF THERE ARE ANY INCONSISTENCIES OR 9. DETAIL DESIGN BY DELTA ENGINEERING,BINGHAMTON,NY. CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE 5. REINFORCING STEEL=ASTM A615,GRADE 60. SITE ENGINEER. co NOTE: 6. PROVIDE ADDITIONAL REINFORCING AROUND MANHOLE CAP DETAIL THESE DRAWINGS ARE FOR CONCEPTUAL IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW OSHA OPENINGS EQUAL TO THE BARS INTERRUPTED, PURPOSESAND DO NOT REFLECTANY LOCAL GUIDELINES FOR SAFE PRACTICES. HALF EACH SIDE. ADDITIONAL BARS TO BE IN SCALE: N.T.S. 3 PREFERENCES OR REGULATIONS.PLEASE THE SAME PLANE. o CONTACT YOUR LOCAL CONTECH REP FOR >I MODIFICATIONS. d The design and Information shown on this drawing Is provided PROJECT No.: SEQ.No.: DATE: 2 as a service to the project owner,engineer and wntracto'by Contech Engineeretl Solutions LLC("Contech').Neither this 0ka�I�\ITCAIJ 26396 38733 10/1/2023 F drawing,nor any part thereof,may be used,reproduced or C�ii NTECH ` \\� �� DY038733 Montana White Water g modlflad In any manner without the poor written consent of ��.,��` `�r� DESIGNED: DRAWN: Contech.Failure to comply isdoneattheuser',own risk and COB Retention 2 Contact,expresslydisclaimsanyliabilityorresponsibilityfor ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS DYO DYO Fsuch use. r If discre cies between the suppled information which www.ContechES.com Bozeman, MT CHECKED:DYO APPROVED:DYO pan PP pones CONTECH the drawingis based and actual field cendiflens ars-countered DYODS 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 DETENTION SYSTEM SHEET NO.: d as site work progresses,these discrepancies must be reported Ld to Contech immediately for reevaluation of the design.Contech W accepts no liability for clsign based on missing,inwmplete or 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING inaccurate informed-su lietlb ethers. DATE REVISION DESCRIPTION BY CMP DETENTION SYSTEM INSPECTION AND CMP DETENTION INSTALLATION GUIDE IN—SITU TRENCH WALL MAINTENANCE WHEN FLOWABLE FILL IS USED,YOU MUST PREVENT PIPE FLOATATION. PROPER INSTALLATION OF A FLEXIBLE UNDERGROUND DETENTION SYSTEM IF EXCAVATION IS REQUIRED,THE TRENCH WALL NEEDS TO BE CAPABLE OF TYPICALLY,SMALL LIFTS ARE PLACED BETWEEN THE PIPES AND THEN UNDERGROUND STORMWATER DETENTION AND INFILTRATION SYSTEMS MUST WILL ENSURE LONG-TERM PERFORMANCE.THE CONFIGURATION OF THESE SUPPORTING THE LOAD THAT THE PIPE SHEDS AS THE SYSTEM IS LOADED. IF ALLOWED TO SET-UP PRIOR TO THE PLACEMENT OF THE NEXT LIFT. THE BE INSPECTED AND MAINTAINED AT REGULAR INTERVALS FOR PURPOSES OF SYSTEMS OFTEN REQUIRES SPECIAL CONSTRUCTION PRACTICES THAT SOILS ARE NOT CAPABLE OF SUPPORTING THESE LOADS,THE PIPE CAN DEFLECT. ALLOWABLE THICKNESS OF THE CLSM LIFT IS A FUNCTION OF A PROPER PERFORMANCE AND LONGEVITY. DIFFER FROM CONVENTIONAL FLEXIBLE PIPE CONSTRUCTION.CONTECH PERFORM A SIMPLE SOIL PRESSURE CHECK USING THE APPLIED LOADS TO BALANCE BETWEEN THE UPLIFT FORCE OF THE CLSM,THE OPPOSING WEIGHT OF THE PIPE,AND THE EFFECT OF OTHER RESTRAINING INSPECTION ENGINEERED SOLUTIONS STRONGLY SUGGESTS SCHEDULING A DETERMINE THE LIMITS OF EXCAVATION BEYOND THE SPRING LINE OF THE MEASURES. THE PIPE CAN CARRY LIMITED FLUID PRESSURE WITHOUT PRE-CONSTRUCTION MEETING WITH YOUR LOCAL SALES ENGINEER TO OUTER MOST PIPES. PIPE DISTORTION OR DISPLACEMENT,WHICH ALSO AFFECTS THE CLSM INSPECTION IS THE KEY TO EFFECTIVE MAINTENANCE OF CMP DETENTION DETERMINE IF ADDITIONAL MEASURES,NOT COVERED IN THIS GUIDE,ARE LIFT THICKNESS.YOUR LOCAL CONTECH SALES ENGINEER CAN HELP SYSTEMS AND IS EASILY PERFORMED.CONTECH RECOMMENDS ONGOING, IN MOST CASES THE REQUIREMENTS FOR A SAFE WORK ENVIRONMENTAND DETERMINE THE PROPER LIFT THICKNESS. ANNUAL INSPECTIONS.SITES WITH HIGH TRASH LOAD OR SMALL OUTLET APPROPRIATE FOR YOUR SITE. PROPER BACKFILL PLACEMENT AND COMPACTION TAKE CARE OF THIS CONCERN. CONTROL ORIFICES MAY NEED MORE FREQUENT INSPECTIONS.THE RATE AT a� BACKFILL-WELL GRADED WHICH THE SYSTEM COLLECTS POLLUTANTS WILL DEPEND MORE ON SITE FOUNDATION LIVE LOAD 4'GRANULAR AND SMALLER STAGE POURS AS REQUIRED TO SPECIFIC ACTIVITIES RATHER THAN THE SIZE OR CONFIGURATION OF THE CONSTRUCT FOUNDATION THAT CAN SUPPORT THE DESIGN LOADING CONTROL FLOATATION AND PIPE SYSTEM. EMBANKMENT DISTORTION/DISPLACEMENT APPLIED BY THE PIPE AND ADJACENT BACKFILL WEIGHT AS WELLAS MAINTAIN CLSM ITS INTEGRITY DURING CONSTRUCTION. j\\,j \jj\\jj\ /%\/%\// !\�/!\\/! EMBANKMENT INSPECTIONS SHOULD BE PERFORMED MORE OFTEN IN EQUIPMENT AsovEAND BELOW SEPARATION j/ /\ WASHDOWN AREAS,IN CLIMATES WHERE SANDING AND/OR SALTING IF SOFT OR UNSUITABLE SOILS ARE ENCOUNTERED,REMOVE THE POOR SOILS \\//\\//\\\ \ \ \ \ \ \ 1' \ \ \ \ \ \ \ \ \ BEDDING WITH UNIFORMLY //\\//\\// \\//\\//\ OPERATIONS TAKE PLACE,AND IN OTHER VARIOUS INSTANCES IN WHICH ONE DOWN TO A SUITABLE DEPTH AND THEN BUILDUP TO THE APPROPRIATE /%////%//%//%//%//%//% //%///\//%//%//%//%//%//%//%//%//%//%//%//%' GRADED BEDDING LAYER. %\\/% \\j\% WOULD EXPECT HIGHER ACCUMULATIONS OF SEDIMENT OR ABRASIVE/ ELEVATION WITH ACOMPETENT BACKFILL MATERIAL.THE STRUCTURAL FILL aEDDING-WELL GRADED \�j\ GRANULARAND SMALLER /\\/\\/\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\\/\\/\ CORROSIVE CONDITIONS.A RECORD OF EACH INSPECTION IS TO BE MATERIAL GRADATION SHOULD NOT ALLOW THE MIGRATION OF FINES,WHICH \// MAINTAINED FOR THE LIFE OF THE SYSTEM CAN CAUSE SETTLEMENT OF THE DETENTION SYSTEM OR PAVEMENT ABOVE. WEIGHTED PIPE WITH MOBILE IF THE STRUCTURAL FILL MATERIAL IS NOT COMPATIBLE WITH THE CONCRETE BARRIERS UNDERLYING SOILS AN ENGINEERING FABRIC SHOULD BE USED ASA BACKFILL PLACEMENT (OR OTHER REMOVABLE WEIGHTS) MAINTENANCE SEPARATOR. IN SOME CASES,USING ASTIFF REINFORCING GEOGRID REDUCES OVER EXCAVATION AND REPLACEMENT FILL QUANTITIES. CMP DETENTION SYSTEMS SHOULD BE CLEANED WHEN AN INSPECTION MATERIAL SHALL BE WORKED INTO THE PIPE HAUNCHES BY MEANS OF REVEALS ACCUMULATED SEDIMENT OR TRASH IS CLOGGING THE DISCHARGE GEOGRID USED TO REDUCE BACKFILL COVER SHOVEL-SLICING,RODDING,AIR TAMPER,VIBRATORY ROD,OR OTHER EFFECTIVE THE AMOUNT OF UNDERCUT GEOGRID WASN'T USED ORIFICE. METHODS. CONSTRUCTION LOADING / \\/\\_EMBANKMENT MAXIMUM UNBALANCE LIMITED ACCUMULATED SEDIMENT AND TRASH CAN TYPICALLY BE EVACUATED TO 2 LIFTS(APPROX.16") TYPICALLY,THE MINIMUM COVER SPECIFIED FOR A PROJECTASSUMES H-20 THROUGH THE MANHOLE OVER THE OUTLET ORIFICE.IF MAINTENANCE IS NOT LIVE LOAD.BECAUSE CONSTRUCTION LOADS OFTEN EXCEED DESIGN LIVE PERFORMED AS RECOMMENDED,SEDIMENTAND TRASH MAY ACCUMULATE IN EMBANKMENT _ - _- _-_-----_ / /� y\\j\\j PIPEA (PIPE PIPE PIPED \\j\\j\� LOADS,INCREASED TEMPORARY MINIMUM COVER REQUIREMENTS ARE FRONT OF THE OUTLET ORIFICE.MANHOLE COVERS SHOULD BE SECURELY /\//\//i i\\/�\\// \\/�\\/ NECESSARY.SINCE CONSTRUCTION EQUIPMENT VARIES FROM JOB TO JOB SEATED FOLLOWING CLEANING ACTIVITIES.CONTECH SUGGESTS THATALL \\%\\%\\i%\\%\\%\\� \////// ///// AT GEOGRID i\ IT IS BEST TO ADDRESS EQUIPMENT SPECIFIC MINIMUM COVER SYSTEMS BE DESIGNED WITH AN ACCESS/INSPECTION MANHOLE SITUATED O BEDDING UNDERCUTAND REPLACE / / / \\/ / //// / / �/ / / �/// / / / / / REQUIREMENTS WITH YOUR LOCAL CONTECH SALES ENGINEER DURING OR NEAR THE INLET AND THE OUTLET ORIFICE.SHOULD IT BE NECESSARY TO UNSUITABLE SOILS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ GET INSIDE THE SYSTEM TO PERFORM MAINTENANCE ACTIVITIES,ALL GRADE THE FOUNDATION SUBGRADE TO A UNIFORM OR SLIGHTLY SLOPING 8"LOOSE LIFTS BEDDING YOUR PRE-CONSTRUCTION MEETING. APPROPRIATE PRECAUTIONS REGARDING CONFINED SPACE ENTRY AND OSHA REGULATIONS SHOULD BE FOLLOWED. GRADE.IF THE SUBGRADE IS CLAY OR RELATIVELY NON-POROUS AND THE CONSTRUCTION SEQUENCE WILL LAST FOR AN EXTENDED PERIOD OF TIME, ANNUAL INSPECTIONS ARE BEST PRACTICE FOR ALL UNDERGROUND SYSTEMS. IT IS BEST TO SLOPE THE GRADE TO ONE END OF THE SYSTEM.THIS WILL IF AASHTO T99 PROCEDURES ARE DETERMINED INFEASIBLE BY THE DURING THIS INSPECTION,IF EVIDENCE OF SALTING/DE-ICING AGENTS IS ALLOW EXCESS WATER TO DRAIN QUICKLY,PREVENTING SATURATION OF THE GEOTECHNICAL ENGINEER OF RECORD,COMPACTION IS CONSIDERED ADDITIONAL CONSIDERATIONS OBSERVED WITHIN THE SYSTEM,IT IS BEST PRACTICE FOR THE SYSTEM TO BE SUBGRADE. ADEQUATE WHEN NO FURTHER YIELDING OF THE MATERIAL IS OBSERVED RINSED,INCLUDING ABOVE THE SPRING LINE SOON AFTER THE SPRING THAW UNDER THE COMPACTOR,OR UNDER FOOT,AND THE GEOTECHNICAL BECAUSE MOST SYSTEMS ARE CONSTRUCTED BELOW-GRADE,RAINFALL AS PART OF THE MAINTENANCE PROGRAM FOR THE SYSTEM. ENGINEER OF RECORD(OR REPRESENTATIVE THEREOF)IS SATISFIED WITH THE LEVEL OF COMPACTION. CAN RAPIDLY FILL THE EXCAVATION;POTENTIALLY CAUSING FLOATATION GEOMEMBRANE BARRIER AND MOVEMENT OF THE PREVIOUSLY PLACED PIPES.TO HELP MITIGATE MAINTAINING AN UNDERGROUND DETENTION OR INFILTRATION SYSTEM ISEASIEST WHEN THERE IS NO FLOW ENTERING THE SYSTEM.FOR THIS A SITE'S RESISTIVITY MAY CHANGE OVER TIME WHEN VARIOUS TYPES OF FOR LARGE SYSTEMS,CONVEYOR SYSTEMS,BACKHOES WITH LONG POTENTIAL PROBLEMS,IT IS BEST TO START THE INSTALLATION AT THE REASON,IT IS A GOOD IDEA TO SCHEDULE THE CLEANOUT DURING DRY SALTING AGENTS ARE USED,SUCH AS ROAD SALTS FOR DEICING AGENTS.IF REACHES OR DRAGLINES WITH STONE BUCKETS MAY BE USED TO PLACE DOWNSTREAM END WITH THE OUTLET ALREADY CONSTRUCTED TO ALLOW WEATHER. BACKFILL. ONCE MINIMUM COVER FOR CONSTRUCTION LOADING ACROSS A ROUTE FOR THE WATER TO ESCAPE.TEMPORARY DIVERSION MEASURES SALTING AGENTS ARE USED ON OR NEAR THE PROJECT SITE,A GEOMEMBRANE THE ENTIRE WIDTH OF THE SYSTEM IS REACHED,ADVANCE THE EQUIPMENT THE FOREGOING INSPECTION AND MAINTENANCE EFFORTS HELP ENSURE BARRIER IS RECOMMENDED WITH THE SYSTEM.THE GEOMEMBRANE LINER IS TO THE END OF THE RECENTLY PLACED FILL,AND BEGIN THE SEQUENCE MAY BE REQUIRED FOR HIGH FLOWS DUE TO THE RESTRICTED NATURE OF UNDERGROUND PIPE SYSTEMS USED FOR STORMWATER STORAGE CONTINUE INTENDED TO HELP PROTECT THE SYSTEM FROM THE POTENTIAL ADVERSE AGAIN UNTIL THE SYSTEM IS COMPLETELY BACKFILLED.THIS TYPE OF THE OUTLET PIPE. TO FUNCTION AS INTENDED BY IDENTIFYING RECOMMENDED REGULAR EFFECTS THAT MAY RESULT FROM THE USE OF SUCH AGENTS INCLUDING CONSTRUCTION SEQUENCE PROVIDES ROOM FOR STOCKPILED BACKFILL INSPECTION AND MAINTENANCE PRACTICES.INSPECTION AND MAINTENANCE DIRECTLY BEHIND THE BACKHOE,AS WELLAS THE MOVEMENT OF CATCH BASIN RELATED TO THE STRUCTURAL INTEGRITY OF THE PIPE OR THE SOUNDNESS PREMATURE CORROSION AND REDUCED ACTUAL SERVICE LIFE. CONSTRUCTION TRAFFIC.MATERIAL STOCKPILES ON TOP OF THE INLET OF PIPE JOINT CONNECTIONS IS BEYOND THE SCOPE OF THIS GUIDE. THE PROJECT'S ENGINEER OF RECORD IS TO EVALUATE WHETHER SALTING BACKFILLED DETENTION SYSTEM SHOULD BE LIMITED TO 8-TO 10-FEET HIGH WATER _WATER PAVED PARKING LOT AGENTS WILL BE USED ON OR NEAR THE PROJECT SITE,AND USE HIS/HER AND MUST PROVIDE BALANCED LOADING ACROSS ALL BARRELS.TO BEST JUDGEMENT TO DETERMINE IF ANY ADDITIONAL PROTECTIVE DETERMINE THE PROPER COVER OVER THE PIPES TO ALLOW THE MEASURES ARE REQUIRED.BELOW IS ATYPICAL DETAIL SHOWING THE MOVEMENT OF CONSTRUCTION EQUIPMENT SEE TABLE 1,OR CONTACT YOUR PLACEMENT OF A GEOMEMBRANE BARRIER FOR PROJECTS WHERE SALTING LOCAL CONTECH SALES ENGINEER. WATER ELEVATION IN DETENTION SYSTEM AGENTS ARE USED ON OR NEAR THE PROJECT SITE. FINISHED FUNCTIONING SYSTEM 20 MIL PE IMPERMEABLE TYPICAL BACKFILL SEQUENCE OUTLET CONTROL 18 12'FOR iT'e.g6'mI LINER OVER TOP OF PIPE 8FOR lD2-ANO>t LIMITS OF /\ \ \ \ \/EMBANKMENT Q REQUIRED —IFILL C7 3 0 >I D. 2 The design and Information shown on thls drawing Is provided PROJECT No.: SEC.No.: DATE: as a service to the project owner,engineer and contractor by DoContach Engineered Solutions LLC("Contach').Neither this �� �_\ITCAIJ 26396 38733 1D/1/2D23 LU drawing,nor any part thereof,may be used,reproduced or ' NTE H ` \\� �� DY038733 Montana White Water g moolflad In any manner without the poor written consent of �„� ��.,��` `�r� DESIGNED: DRAWN: Contach.Failure to comply isdoneattheuser',own risk and COB Retention 2 Contact,expressly disclaimsany liability or responsibility for ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS DYO DYO Fsuch use. r If discrepancies between the supplant information which www.ContechES.com Bozeman, MT CHECKED:DYO APPROV DVO Pan PP upon D. 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FIGURE TYPICAL CONDUIT BURIAL RLe ; FIGURER CENTER METERED PEDESTAL • STANDARD DETAIL R�1imR�1» STANDARD DETAILS VERIFY SCALE REVISIONS DRAWN BY:CMW PROJECT NUMBER THESE PRINTS MAY BE NO, DESCRIPTION DATE By CURRENT LANDING, LLC OFFICES&OUTDOOR REC FACILITIES 1154.004 REDUCED LINE BELOW CHK'D.BY: SHEET NUMBER MEASURES ORIGIINAL DRAWNG N r��FF..I) Engineering APPR.BY: BOZEMAN LOT 2, BLK 1 -PARKWAY PLAZA SUB MT N E S I S Consulting 204 N.11 th Ave. 1 Design Bozeman,MT 59715 DATE: DRAWING NUMBER MODIFY SCALE ACCORDINGLY NGINEERING, INC^ Planning Phone:(406).1-3319 Q.A.REVIEW L-1 By LIGHT PLAN-PHOTOMETRICS&DETAILS 1 H:\1154\004\ACAD\SHEETS\SHEET-L-1.dwg Plotted by gws 10 on 1011120235:21 PM 7fi9O innin o aNew Standard0 COmMfImeN COPYRIGHT®GENESIS ENGINEERING,INC,2023 DATE: