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New Middle School - District 7
NORTHING=5975.{4759 FUTURE LOCAL STREET zw 4k UJNU F FASTING=2469.47592 w HRASS CAP FOUND w N 8937'41" C 1264.93' 0w BRASS CAP 6 c e•w _. _—e.w — __ a — e'w _ e'w—__ — --e-w. - - - —e'w u•u —e'w a c� - _ 'A �- SET 600 MITI.❑FSr SOE �m ? � Powm PoiE M uME wrM •'s 'L• - rewoT RS so D TE CULVERT ELEV= 4983.22 R5o° 00 E I)E lEN NON 4 POND / 5 U 70 X 7 0 RZ600 s 00 GRAVEL PLACED N 1 / $ _ sa unutt � I p DP�waE 0 ` / I so e \ o \Z / / I 2: F• 9i ew\ \ \\ / •�5 (ABANDONED I a Mamur WEST LINE OF 3 RAILROAD R-O-W m 0 w \ ! 4 CONTRACTOR \ \ \ \ o! rnl TO REMOVE—\ \ \ \\ ! � — ®ManaMwc LLJ ueu \ \ \ \\ o, 1 N60 ®uartamMc uEu. + I- °$ LL S'W REVISED LIMITS OF CONSTRUCTION SEE ADDENDUM N0.® \ ! 0 CONTRACTOR\ \ w\ \ $ p0 TO REMOVE (�) ADDENDUMS INCLUDED: t P S89'51'55'E 365.50 -- xow. I Q- MARCH 31, 1995 - APRIL 7, 1995 \ \ T .nE x ro'lout w w/mr R43.00 T \ \ 11101MAL SLOPC (e ) AMq d°P I TW _j r--T- t' - APRIL 14, 1995 F\�\� \\ g0 \ \\ \ suuA gMcwwsPP°rA" H AA Ms s A cuvru aM AmuM I cA � 00Kc sm M8 xx mw) pmr F— ®- APRIL 18. 1995 O Z = Q RECORD CHANGES J F, eAST°ro curTEu♦s1oEwNx Q O O �J� \\ ,u�mowrAic currTR A sloErNx WEST LINE cn FUTURE R-O-W I - APRIL 3, 1996 F \ \\ � 8 ILL PAptHG STALLS ARf 9'r t0' W I - AUGUST 27, 1996 \ s oru sr us AME n' co z m I J s Z \®ArEwuc wEu \\ �i^ NOTE: NO STOCKPILE OF TOPSOIL SHALL BE PERMITTED —J Q WITHIN 100 FEET OF THE WEST BOUNDARY OF THE SITE. \ W I O :2 0 :2 A REGARDING ACCESS TO THE PROJECT SITE, THE OWNER REQUESTS 1 \\\ \\ \\$ 2ry6 N = O THAT THE TRUCKING ROUTE TO THE SITE BE S. 19th. STREET TO \\ s ? — a 'Oo L,..) m 2 GOLDENSTEIN TO S. 3rd. STREET. (SEE VICINITY MAP ON COVER SHEET) 1 \ \ \ \\ �,t _ ®ucM�rmrc wEu z �_JH CONTRACTR GENERAL NOTE: I \\ \ \ TO REMOVE ®Y"ramrw 3 ery8 BASE BD 4. CLARIFY: WATER AND SEWER HOOKUP FEES FOR CONNECTIONS I \ \ GRAVEL N e e w AT S. 3rd STREET WILL BE THE RESPONSIBILITY OF THE OWNER. \ s \ \\ 8 w � e 1 A ••NO COST" CHANGE ORDER INCREASING THE AMOUNT PAVING. \\ \\\ \\\ w I30'UTILITY I rry u \ o \ EASEMENT TT�I ; m �-26• I z 1 ARECORD CHANGES NALI�AREAS ARE BASE BID GRAVEL \\ \ \\ W UN�ESS OTHERMSE NOTED. \ —— — RJR o a NOTE: ew -- _T oye 1. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS OO omu H s -J L IN SUCH A MANNER THAT THE OWNER HAS CONTINUOUS 0 iry Pn. 50• — - -———— — ACCESS TO THE SITE, ESPECIALLY THE PLAYING FIELDS. 2. A DITCH EXISTS ALONG THE SOUTH BOUNDARY AND A BASE BID I ceavEL STREAM-DITCH EXISTS ALONG A PORTION OF THE WEST JOB Np_ 1467.005 BOUNDARY, BOTH OF WHICH SHALL REMAIN UNDISTURBED, N I DRAVM BY RCH CHECKED KSB DATE 02/17/95 REVISED O 33T REwsEDo�z0�95 �- 95 SITE AND UTILITY REVISED 06/12/95 ,• REVISED 06/19/95®GRAVEL PLACED i'nPOALXc PLAN REVISED 08/27/96 50' ---- 0� E arw PROPERTY LINE bArEPos,° DRAWING SCALE: 1•=50• rOUND W 1266.1T CAS IRON F OUNI SIONF MONUMENT SITE AREA: 30.01 ACRES N NORTHING=4556 RECORD DRAWING FUTUREBLACKWOOD ROAD FASTING=2467.1477.U794 0' 50' 100' 1 FUTURE LOCAL STREET INSTALL 60 LE 15 DIA CMP INSTALL 64 IF 18"DIA CMP 021111n.11 NSTALI SO LF 15`DIA f.MP rtNtt uIE S CULVERT EXIWIASTING SIDE SLOPE$ 1 MATCHCULVE E IS TIN SIDE SLOPES SEWER NOTES PROPERTY I INE. / MATCH EXISTING DITCH LINE MATCH EXISTING DITCH LINE y CULVERT W 4:1 SIDE SI OP[S � �.4 FOUND 4 NOTES MA 7CH EXISTING DIICH LINE S 1 }a S9 uX 03S DRASS CAP o av z�a.y3' a� e 1Q S-1 STA 0+00 iP W-16 e' - a•w-_- e'- - e w 'w - e w e'w___ e'w- B'w - c CONNECT TO BUILDING SEWER AT A POINT 5'FROM BUILDING,8" mp 1 A q }k ss o 7. A.R.site work on this project shall be completed in INV=4980.0 INSTALL 5 L.F.SDR 35 PVC,S= 1.DOx W zz'm'Z� ati. g1- a G "A cardance with Montana Public Works Standard Specifications L� -7 -g-J (MPW)Third Edition,October, 1988,and Addendum No. 1, 1Q S-2 STA 0+05 SSMH-1 ,4M,50 �- / ` 8 A 1 e m August,1991.and City of Bozeman modifications to Al INSTALL COB STD MH 9 14r% b'atlulY BI 0 S• 1Q RIM=4988.90 . mp`1'+ E3MT B2 y } 9 N� 2, The Contractor shall restore all roadwaysurfaces to al. 8"INV-4979,95 RAILROAD R-C-W � O 0ti 's W-17s 9a 49110.7e b }�i q or better condition than existed prior to excavation a �© � / 4 a 0 -\ N determined by City/County and Architect. 1Q S-3 INSTALL 378 L.F.8"SDR 35 PVC, S=0.44; -1 n' / ° !;(� r g4.4 1 mctc aAVERT /y 1 pe 71 OFTEN TION PO NO "II pe4_w 3. The Control to,shall be responsible(or chetking with the 70 X 70%i 0 of underground utilities such as power, telephone, Al S-4 STA 3+83 ® W/5:1 SIDE SLOPES 0A 0 cable and gas companies as to the location of their CONNECT TO COB STD MH / a6- 0 aH underground lines. The Contractor is solely responsible far RIM=4984.20 ,1q6 4paslss any damage done to these installations due to failure to B`INV=4978.29 "49ezp -14 0 p / x Apes oz m locate them or to properly protect them when their location AT S-5 IF MH NOT YET INSTALLED PLUG n / 9ay6 0^0A� -Wgyl° iIw - abay9 I. INV AT 5'FROM Al 8"INV=4978.31 p _- - / 6 4sas.g0 Montana One Call System 1-800-424-5555 / 4. Minimum ten 10 foot horizontal NOTES _ ti ry FU URF. R-O-W ( ) separation between n -1 d4 1;1T ,8 water mains and sewer en Minimum eighteen(18)inch II e 0 �� vertical 9epora(ion between I water and sewer mains at all 1. ALL SEWER PIPE SHALL BE SDR 35 PVC. l� a0' �Q ).4 0 Espi h / crossings. E9 2. CONNECTION TO BUILDING SHALL BE MADE BY STANDARD PIPE -1 \\� o+ =1I 4 ``� 5. City of Bozeman Water/Sewer Department to operate all water INSTALLATION PROCEDURES IF HUB END PRESENT. IF PLAIN END USE / °j / � I \ valves existing City of Bozeman water mains. Water/Sewer DOUBLE BELL CLOSURE COUPLING FOR SDR 35 PVC ELSE USE SMITH- \` Department: Fred Shields 582-3200, BLAIR 441 CAST TRANSITION COUPLING OR APPROVED EQUAL- NO II 0 oWW�E 6 ggQ• ry� . / r `CAULDER"TYPE COUPLINGS SHALL BE PERMITTED. ! 6. Field topographic survey,datum&boundary data provided by the owner. Q�TEFF�4y9o5i nT .4ar.e7 / b' / -3 0 3 I of J STORM DRAIN DATA / aq• " 63 g09 ,apes.e7 / '� / a ,4p95 3 STRUCTURES WATER NOTES ab. 69� p L` _' l� STRUCTURES \ o / / II O a I wmx .'4pei.m A INSTALL DRYWELL W 1 STA 0+00 Ill STA 0+00 CONNECT TO 8"X4" \k eqq© + aTM>y Z Tr # �. RIM EL =8&0 8"VALVE BOX AND THRUST BLOCKING- TEE AND INSTALL 95 L.F. 4" BASE EL- 78.0 CONNECT TO OFF-SITE 8"WATER MAIN CL 51 DUCTILE IRON PIPE WITH W-1 \ ❑7 LO L ;F Y,A�, 6 UCTILEIRON"INV =62.0 W-2 INSTALL 7810 L.F.8"CLASS 51 POLYETHYLENE WRAP \ 899 T / / 3 D PIPE WITH WS-2 STA 0+15 4"GATE VALVE / B INSTALL AREA DRAIN POLYETHYLENE WRAP VALVE BOX AND THRUST BLOCKING \ T N Y GRATE EL=87.5 \ \\ BASE EL =81.5 W-3 STA 1+14 8"X8"TEE WS-3 STA 0+80 4`-90'Al X MJ _ o 8`INV =84.6 THUST SLOCKING,B"X6`REDUCER,25 L.F.6" BEND. THRUST BLOCKING,3/4" '-- � Q o CL 51 DIP WITH PE WRAP AND 7.0' MINIMUM REDI-ROD IN ONE-HALF ♦ n \ O �0 arnl C INSTALL DRYWELL BURY HYDRANT SETTING. TOGETHER WITH MJ BOLT MOLES,H"X4"DIP RISER W- 00a s RIM EL =88.0 HYDRANT BARRIER POSTS(SEE C.O.B. AND 4"FL X FL OS&Y SEE DETAIL 5 M 49e7.K BASE EL=80-0 STD 02718-5) SHEET M 5.2 AND COB STD 9nn 8`INV -84.0 02718-6C. \ 4 `4J90 52 C) 6"INV -83.0 W-4 STA 2+29 8`-90'BEND WITH \ .49e>.4p s (f) THRUST BLOCKING ®MONITaeNG WELL 4 1 Bp ,1 N INSTALL 65 LF'B"D!A CMP ®MW11IXiINa wELL D INSTALL DRYWELL \ .407.87 _,p. -®_ _ CULVERT STIN SIDE SLOPES RIM EL = 87.0 W-5 STA 4+37 8"GATE VALVE, ti \ o r - MATCH EXISTING DITCH LINE BASE EL= 78.5 VALVE BOX AND THRUST BLOCKING a'1- \ -10 -o esm[- H B 49ep J 8`INV =82.6 W-6 STA 4+49 8"-45'BEND VAIN \ h � g� BJB'T X ,y E INSTALL DRYWELL THRUST BLOCKING W_ c, 0 '� q) ; ago 0m ByV-`SST RIM EL =87.2 W-7 STA 6+97 8`X6"TEE WITH Q 'J 8A NV SE L=84.2 ( ) / 885 THRUST BLOCKING SEE F-1 75,8 q F INSTALL DRYWELL W-8 STA 7+05 B'X4"TEE WITH s \ x. = 9 0rat RIM SE L EL =88.2 THRUST BLOCKING(SEE WS-I) e \ q0 BgO h _ \ 89. m' 8A NV =874. W-9 STA 8+71 8"%6"TEE. THRUST BLOCKING,30 L.F-6"CL 51 \ \ I 88 j r Q DIP WITH PE WRAP AND 7.0 BURY ^ =4 fj o 7 G STRUCTURE INSTALL OUTLET HYDRANT SETTING, TOGETHER WITH \ 69 III I O L BASE-4976.6 HYDRANT BARRIER POSTS(SEE C.O.B. '��� c S3 dl, \a 88,3O STD 02718-5) Y/ Q A H R-SJt65 CURB µ W-10 STA 8+78 8`GATE VALVE, 89.5 / S INLET WITH VALVE BOX,AND THRUST 134.00 \ \ WS1 _-- ,4p�.n B9.0 8"REAR OUTLET BLOCNINC 895 ` \ b U O FL =87.8 8'INV = 86.9 W-11 STA ST- 8"-45'BEND WITH i \ -3 \ 0a �, THRUST BL BLOCKING ® W07 � PIPE EROSION CONTROL ti fc Q W-12 STA 11+39 8"-22 1/2'BEND a. 1 INSTALL 90 L.F. 8"PVC NiTH THRUST BLOCKING DEWATETWIIa WEuO / S4• w J n E1 Install Straw Bales GGG SLOPE= 4.0%BETWEEN \ A. $ ? L W-13 STA 11+75 8"-if 1 4'BEND 3 Z DRYWELL"A"AND AREA DRAIN"B` / r E2 Reseed and erect separation Fabric at the base of the cut A'0 2 INSTALL 55 L.F. 8"PVC, slope or reseetl and co r with on erosion control fabric,at W-1 IN \ - FF=4990.0 \ 000' I� D REaXeo aAN¢s J Q W/22 1/2'BEND AT DRYWELL C W-14 STA 12+36 B"X6"TEE, THRUST the contractors option. SLOPE= 7.3Y CONNECT TO BLOCKING,5 L F-6'CL 51 DIP BLDG RWL AT 8-INCH INV=88.0 WITH HYDRPE WRAP AND 7.0 BURY E3 Reseed W- \TH 0ppl. O IJ 3 INSTALL 128 L.F.8"PVC k HYDRANT BARRIER POSTS(SEE AN I SE TnNG. TOGETHER WC.O.B. NOTES _--123,00' 880 \ 09 J � �M1 22 1/2'BEND.AT DRYWELL V STD 02718-5) \ 6 9 INSTALL 60 LF 78`0 CMP O N '1 \\ 0a'} wp1.7 My GL/LYERT W 4:1 SIDE SLOPE ( ) W-15 STA 12+82 8"GATE VALVE 1. Seeding and fertilizing shall consist of ground surface u oFF7'NE55 alas `T� 0a Mn TG!CXIS7iNG DiTCF'_ w v SLOPE-2.7R CONNECT TO b / BLDC RWL AT 8"INV=B6.0 preparation furnishing and a I L of fertilizer,furnishing \ 74 ' VALVE BOX AND THRUST BLOCKING 9 pD ice Ion g _ _ ,^ M 4 INSTALL 128 L.F.B"PVC,6 and planting seed,cleanup urb finishing tr new cut and Fill as O slopes and other areas disturbed by construction operations or p 4A 22 1E BEND AT DRYWELL"0" 3e uluTM E O W-i6 STA 14+1J 8"-45'BEND WITH designated by the Architect, mIT \ 0 h _pX cn ors r M294 BLDG RIM. I 3AT CONNECT TO LEGEND THRUST BLOCKING 2. All seed shall be a standard grade adapted to Montana a/ 0 _ \I Cy BLDG RWL AT 8`INV=87.0 W-17 STA 18+64 8"GATE VALVE, ondiO"s. The Contractor shall submit to Ue Architect for \ SLOPE FROM BLOC 5 INSTALL 35 L.F.8`PVC approval prior to 6" \ AT DRYWELL"E" VALVE BOX AND THRUST BLOCKING spreading, verification as to the type of seed £ TO TOP OF CURB dj� r •49pz.94 EXISTING GROUND ELEVATION � CAP EAST END OF VALVE and mixtures proposed. The following seed mixture shall be used: O 4:1 MAX - '9 S��SLOPE=B.OIi CONNECT 70 a BLDG RWL AT 8`INV=87.0 Manchor Brame Grass 6 lbs.per ac \ 4F O as -19 S °'ti, 1e'INY. q0 h PROPOSED TOP OF CURB/ W-18 STA 7+10 q0' 0 /q Hard Fescue 6 lbs. \ n10, I - /0 PROPOSED FINISH GRADE 8"GATE VALVE. VALVE BOX per ao ti q A S g fff 6 INSTALL 39 L.F.8"PVC Western Nfiaotgrass 6 IDS.per acre o� a 0 S I O q AT DRYWELL F" AND THRUST BLOCKING e c 09 a0' � SLOPE= 7AX CONNECT 70 3. Fertilizer shall be a soluble commercial carrier of \ ''PSI\aO O a unuTM BLDG RWL AT 8"INV 87.5 W-19 STA 0+83 INSTALL 4X8X4" '1` O�,\2e p'A 4ppl. T ox STA DON BOARD AT ELJEN DRAIN available plant food element. The fertilizer utilized on the W- \ `0�. _ DIRECTION OF SURFACE FLOW 7 INSTALL 38 L.F.B"PVC CROSSING.CROSSING TO OCCUR AT project sholl supply the Following quantity of ovallable chemical AT ORYWELL"F" CENTER OF STD B"DIP LENGTH elements' \ � 4F b p5x b9 SLOPE- 7AX CONNECT TO OF PIPE.DEFLECT MAIN AS BLDG RWL AT 8"INV=87.5 REQUIRED TO MAINTAIN MIN. 18" Fertilizer 16-20-0 200 Ibs.per acre �O f)DRI oL 41 e'W FLOORIT FINISH VERTICAL SEPARATION.PUCE NATIVE (itrogen-phosphate-potash) \ -- WI SIZE MATERIALS TO A DEPTH OF 6'ABOVE OO DRILL nac s WATER MAN W SI '8�> .F c reas FAA,- w e x -e 4pp4 _ - ___ WATER SERVICE 4. Areas to De seeded shall be completed,in Doable p 49p 65 p p p THE INSULATION BOARD on/ormit,to the specified line and 0' 9e.»y grade prior to seeding and q .4p9e " 9919f fertilization. Top soiling,if specified FIRE ,shall have been -rs RE SERVICE LINE ' C F-1 STA 0+00 SEWER MAIN W/SIZE CONNECT TO 8"X6' completed in an acceptable manner, q _ Ass 14pps.sz ,DELETE TEE AND INSTALL 95 L.F. 6" - I p CL 51 DUCTILE IRON PIPE WITH 8 e's--- POLYETHYLENE WRAP STORM DRAIN IA SIZE JOB NO. 1467.005 1 pE,cTE ELaN muN DRAWN BY RICH STA 0.15 6"GATE 1 0 11 D F 2 VALVE NGX AND THRUST ® A ,SITE UTIL. GRADE R7YK x. CHECKED KSB- 9 INSTALL.4 L.F.8"PVC F-3 STA 0+8H 6"-90'IN X MJ } } } O W/ALPHA LABEL DATE 02/17/95 O S 1.407C; BEND, THRUST BLOCKING,3/4` q A 9 8"OUTLET=4979.4 MINIMUM REDI-ROD IN ONE-HALF EMO STRAW BALES REVISED 05/24/95 MJ BOLT HOLES,8.X6 DIP RISER 6 REVISED 06/1295 �:NISH CONTOUR, 1'INTERVAI / 10 INSTALL L.F.8"PVC AND 6"FL%FL OSdrY. SEE DETAIL UNDER WALK O S . 0.75R; 4,SHEET M 5.2 AND COB STD REVISED 08/27/96 8`OUTLET 49868 02718-6A GRADE TO DRAIN. - r? nPRaAa- GRADING AND n DRAINAGE PLAN NOTES / 0 1. 1 = 50' - - 0 DRAWING SCALE: 1"=50' FOUND cATEposTs 1 ALL PVC SHALL BE SDR 35 PVC WITH GASKETED JOINTS. 1265.17' CUi BACKSLOPE A7 5'1 1. THE 6`FIRE SERVICE LINE MUST BE INSTALLED INTO THE BUILDING CAST IR4 N A 2 CONNECT TO SCHD 40 PVC RAIN WATER LEADER(RIM.)FROM COMPLETE WITH RISER AND OS&Y VALVE,CHLORINATED AND PRESSURE MAX, 1(:CATCH POINT, MONUMEINT IV BUILDING WITH SMITH-BLAIR 441 CAST TRANSITION COUPLING TESTED AS A SEPARATE LINE FROM F-2 TO THE VALVE IN THE BUILDING. SITE AREA: 30.1 ACRES RECORD DRAWING OR APPROVED EQUAL. 2, THE 4"DOMESTIC SERVICE LINE MUST BE INSTALLED INTO THE BUILDING COMPLETE WITH RISER AND OS dl Y VALVE,CHLORINATED AND PRESSURE TESTED AS A SEPARATE LINE FROM WS-2 TO THE VALVE IN THE BUILDING. FUTURE BLACKWOOD ROAD 0' 50, 100, /r-"� 2 €m i W l I 4990 Q _ ►-r�6.9 MIN.1COVEi 4b 9 c INS 4'SCC OE AIL 0 1 a6c - 1 9._SHT HT ClC7 4 O WATER MAIN PROFILE SEE WATER NOTES j m __... 4970 - _... .. .. - ri m m n I _—�' � �, _... 17 00 _ 1Q 00._.. j i .. N FiNI Nth"RAM vRU11 r 4 _ N UI ulltr. I ih t8+00 1- ... _ _ i ► - - m ry t r„JF rr j W i w5t �� I' 4-, 0 MINI v Mln � � � zI _4L ► fl � - m SNl .:i,a, ` _- �'tl T� �q8o O -� n¢, - - - -- -� cn J pt00 �.00 2,Do St 00 4f00 5,OD on 8400 9+00 10+00 11+00 12+DO 13+OD 14+00 O z I SCALE: 1"=50' HORIZ. U U Z 1`5 VERT. U O LLJ (n Z -- - � JQ SEWER MAIN PROFILE > :2 00 � SEE SEWER NOTES w u w u I WATER SERVICE PROFILE � SEE WATER NOTE W 84990 N FIRE SERVICE PROFILE SEE WATER NOTE W-7 \\ +•NISHED GR 4:[ vk0+'LE q r C -:$E2RD� /96 soon ; 498o 179 L� H" 3 Sir:44% O - - - - w �P @ e Md JOB NO. 93127 4990 d, KN KB . I _ i DRAWN BY CHECKED DATE 02/17/95 4970 REVISED 03�20�95 5/95 REVISED OS�7/96 V4m .5 LF 4'GL 4980 DR\AWINGMSCCAALLE 1'72�1 1 W _ RECORD DRAWING /III c 0 ® 3 -- ---` - - - ---- 0+00 - .-- -- 0+00 1+00 2+00 3+00 0 I a�� �g I 9 vz• �"' FILL ¢W d `-VFCN PAINTED CURB IS RED'➢ NORTH THIS AREA IS TO BE PAINTED 'O PL LAYBAUK[^Rtl FUR y 2J� J•R e9 30 FUTURE BACK HACK OF !S M PR➢VIDE A IFCO 700-71 FNTaANCF PPRDA[�\ —' -- UTILITY EASEMENT h FUNRE R.O.W. OF CURB WALK - I.➢ETAIL SLOPE RE J/N• REACT Avnr PIPE BELL GRATE FROn cauvN of RDAs _ �24"I.D.%6'RCD - --t7' - __ _ 68' 26'112'➢EEP MINT RACE➢AT2S' 14' 10'MAX.INTERVALS.S IN T rl CL SHALL BE CORBE NS ON THE 1 • �. WIDTH N cURBE AND GUTTER GRAVEL DITCH GRADE SHOULDER 0 p �D 1 DRYWELL 2x— — :ii777��r�"' mnALTERNATF BIU GRAVEL PR\F 1 cDNCRET[St➢F VALK- 00 00 �ao�3na ao COARSE WASHED O D OOrP'••.. ~~r0 J VASUD ROCK— / I 6'MIN ECRUSWD GRAVEL AVEL FILL AROUND O DO --` Q .NON-WOVEN F • I2 .yam AREA DRAIN �� FILTER FABRIC n NORTH BOUNDARY SECTION I/P•IxPAnsiDN.HINT / R4' (FILTERING MATERIAL) 8"SOR-35 PVC PIPE 1•4 NOT TO SCALE 34'DMA.%4"DONUT BASE ��A''•.......••• g N16.F..)lE IN C'-NTER SIDEWALK - CURB SECTION 5 AREA DRAIN_ DETAIL 1.4 NOT TO SCALE 1.4 NOT TO SCALE J'MIN SLOPL VARICS—+ �• I'D —��-- - -------- _-- - J'1%PIN BITUMINOUS SURIACE _ - COURSE COWAC TL➢TO 917..MARSMIL 1/2 X!20 CARBON STEEL 1/2'MINUS CRUSHED BASE COURSE CDVACTED TD 9B%FY ASIM D-69B.A'DCPTHEXPANDED MF iAL GRATING O 00(�O(\p000� OO OOC8vQ 0� LE 1- - IDE I OPE TO TOP➢DCLACK INLET FASTEN \ O X'MTN SE "CT ITT RUN SUBBASE COARSE LDMPA[tED TD 9flY.III AST"1-698.ID'➢LPIH - f0'MN O�'OOC�T�, p v2%Iiaa CARBON si WTAI IN I I I�(�m�l_ I I /_-T'OND But ION 1 O \)RJ O(1 '(�.�0 PAI Ni+E10➢BAACKSIEN J ' ` o.oT o Ooo° o�} iTl _ p. ` 1111111111 $=Q I ° oo �o a vo �> f 171 I>0,i 1 Q I $UBGRADE.iDP 6'SCwn LLD AND.-AC III Ir IO 9➢1 DE ASTn D TE PAVEMENT SECTION USLII —T11 It C SE""" c N SUB ADDENDUM NO. 3 } II Aa vI- ' w V C r ASPHAL' L, DELETE ALT.SECTION [[BWALTED NATIVE MATERIAL CR . J Q A' USVCRIICLE QRIf ICE ^ UNDISTURBED NATIVE MATERIAL 3 PAVEMENT SECTION o J Q NOT TO SCALE O P4W tLlVrlfpN W OUTLET STRUCTURE � N �C1.4% NOT TO SCA(E w U O Z M FABRIC LINER SEWN 4 PROVIDE 8"MIN.--- 24"CONCRETE u 2" THICK SAND FD GRADE CLOSED AT TOP OF COVER WT LIFT HANDLE 6" NATIVE IN FLAT TOP LID NATIVE - FILL CUSHION FILL - - 4" THICK X 4' WIDE EXTRUDED INSULATION [1(=TTr'TT7=TTT--711 IT(= - —FLAT TOP b -I to odl C_ - - -IT- BOARD-8' LENGTH MIN, Ij�-III=III=-III--III_I -ill-�1=�I_I-III_—III-' (AASHro SPEC.: LI=1I1=1If Tl 1I IhyIII—ITT IIf III: -' _'I I �oN a —III—III—�I —I II /'-BARREL L=1 o�O o�4 I ER FIBER FILTER _ MANHOLE POLYSTYRENE M230-70) l i x I l— --I- - I�� r_- CORE Al DELETE DRAIN s - I=J� -- ---COARSE WASHED GRAVEL FILL 3 3 ` NON-WOVEN b h HANGING STRAPS CJ ci ® pT FILTER FABRIC TI L1 0�0 z z b' (PROPORTIONAL TO ;P PIPE FROM qq,� �(� LENGTH OF CORE) ROOF DRAIN V �- - olcj o x I g I o a�j�-'q _ 6'e PERFORATED ---'-� I JOB NO- 27 �pLl `�' 60"SLOTTED - Oo _I- IPE i~ WATER MAIN DRAWN BY KB RH COURSE- BARREL WASHED GRAVEL SLOTTEO - I e 1- cEL N SUBSURFACE CHECKED ILL MIN. 4' BARREL 4"%8"CONC. INTE EP1OR DRAIN AROUND DRYWELL DRYWELL BLOCK FOOTING _ _ 8 (FILTERING MATERIAL) - r1__ - _ill OR AP VIED EQUAL.) 4'-0' 6'-0"O.D. 4'-0" DATE 02�17/95 5'-0"I.D. REVISFD.03/20/95 � DRYWELL DETAIL � 91 INSULATION DETAIL 06/12/95 INTERCEPTOR DRAIN �.4 NOT TO SCALE os y, s6 1.4 NOT TO SCALE 1.4 NOT TO SCALE �1 DETAILS _ _ - 11" = 50' ---- 0" H\1467\005\CI.4 DRAWING SCALE: 1"=50' FECORD DRAINING 0' 50' 100' I . 4 r