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M2014 00258 %�o 00 10 0 214 CONSTRUCTION NOTES 0 ; W) (=) 0 0 A. GENERAL "MATTHEW PARK C> Uj "LA MANCHA ESTATES" 1. ALL PRIVATE IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLE 1 4 Cd ...... 4 1 1 1 SECTIONS OF THE UNIFORM PLUMBING CODE WITH OREGON AMENDMENTS, C14 5 AND THE UNIFORM BUILDING CODE WITH OREGON AMENDMENTS. 12 10 9 8 1 R=48.00' 5 + + A=53052 2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE 00 It 15811 Ej N Ln Lu _U DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE 4 0- ..... ............... -... -_7777 '�,.-I-0"PFpl�STRIANE-SMT'.. 7' ............. PROJECT IN AN ACCEPTABLE MANNER. ALL INCIDENTAL WORK SHALL BE "'OVED INCLUDED IN THE UNIT PRICE BID FOR THE ITEMS OF WORK LISTED IN REUC. R=39.00' ......................... ................................................................................................................................ ................................ .................. 777777o77 . ..7 M THE PROPOSAL. ANY ITEM NOT LISTED IN THE PROPOSAL IS .... ..... .. ............ ....... ......... ..... ........... ......... .................. . ..................... ......... ........ ..............I............. ................... ............:.................... ...... .......... .............*.,.,.,.,_,............. ........... .......... .. ... . .... '0 AUG:, 4 2014 .................... ......... ... . ..*:.,.,.,.................. ......... ............................................... ................................ ... CONSIDERED INCIDENTAL. Uj L=60.66" ... ............ ............ .............................................. ........................... . .................. ................................. ..... ..................i ....... .............. ......... .... .... ... Ss- ............................ . ......... .................................. .............. ................. . ....... .... .... .............. ........... . ..... .......... .... ........... ........ . . .......... ............. ............ ..... ... .............. .... ... .................. ...........................0: 2" ............................ ......... ................... ..... ....................... A=89-0650" :T:.... . ................... A 4. W1 ........... ...... .................... ..................... ' ' 9. ......... ... ...... .... ........................................... .............. (D .......W ..... ... ...... ..... CITY OF TIGARD ....... 3. THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF ................. .................................. 7.*.7.1.*.1.1.*.1.111.1.............. . .................. ........ `4 :::3T-A'U-`-'S::U.j .............. ING ....... PLANNING/ENGiNEER ...................... ... .................... ........ .............................. ... ............... ..... .......... ......................... ................................. ........................ ....... .......... ......... .......... PPROVED CONSTRUCTION PLANS ON THE JOB SITE AT -------------------- 16 .. ..... A.R. .................................................... ........... ............................................... .. ............ ............. 0 �j ONE (1).SET OF A ........................ ........................ .... ........ ........................ ........ ............ ............ ...........I.......... - A .. ...... .... ........ . ..... ............ ..... . ....... ................................................ ..... W_ ............................................ ............ ..... .... . ...... -------- .7.1., 4 - . V... W ........... M ......................... ............... .. .......... ... ......... ..... ............... ........... .. . ........................... ................ .... ... . ... ...................... .................. ......... ......... . 71 ...................... �_ 9 f . ....... . ........... d 4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF ............... ................ ....... ....... ... . ..............\ ..... ....... ... ..... .... ........................ MATERIAL(S) TESTED IN ACCORDANCE WITH THE SPECIFICATIONS. BY 0 .............. ..... ........ .. .. .... ........................ .. .... ......... ..... .................. ur R=48.001 .............. ACCEPTANCE OF THE CONTRACT WITH THE OWNER/DEVELOPER, THE ............ ............ .. .... ...... .......... ........... E' ............. A=17030-241""' L ......... ., =7.1.1.1.1.7.1.7.7.1.* I . ........ .................. CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB .................. L=14.67' Uj tt 3C 2+28.61 ------------ A SITE OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED ........... ................. J, ................. .................................. .......... . ............. It SPECIFICATIONS. ANY MATERIAL NOT CONFORMING SHALL BE REMOVED .......... 7. ....... ........... .........V....... AT NO ADDITIONAL COST TO THE OWNER. ........... ........ . ... ....... A 4 - .... ........ -N ... ......... . ....... ........ .... ....... r 6A- .................................. . ...... ... ............I....................... L ... ........................... R=39.bb' ........< 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO ... .. .......... LOT 2 LL ........... __41 ...... .............. ........ ..... ................ ............. A=18038'50":-- 1 13, s L, 1; ....... .�:.:........... . . .......................... uli! 9 BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY ................. 12 69' ............ _5 .......... L= 0 ... .................. ......... ...........;r SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED FROM ........... ........... 16 X ............ Uj ............ .. .......... 1.7 -7111 ............ ........... 4 ........... ................................ ..................... PT 6+66: AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON. CONTRACTOR L ........... .............................. SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO .......................... ................. .... . .......... J ................. ....... r.................................. 15, L .. .... . .......... ........ r- I < BEGINNING EXCAVATION. ;............ ........... ..;.t............. ................. .4 .. ........... 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER ODOT AND M.U.T.C.D. STANDARDS ........... ........ ........... ........... .. . . ................... .. ............................................ ...... ................ ............................. ................ ....... . ... ............... FOR ALL CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. �_A Al ....... ........................ ..................... .... ...........I . . ..................... ..... .............. ....... . ..................... ............... . . ............ ..... ..... 0 ......... ............ 25. 0 STREETS AND STRUCTURAL FILLS ... ................ B. ................... ... ............4.......... .......... . ............... ......... 4 .............. ...... . . ........ ..... ....... ....... ............ ............ 25.00 . .. ............ ...................... ............. ........... .............. 4-, -a*- I L . ....................... 1. ALL TREES, BRUSH AND DEBRIS THAT CONFLICT WITH PROPOSED IMPROVEMENTS ....... ......... ... ........... . ............. . ... ............. ................. ....... ....... SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR UNLESS )0 ................. ........... .............. ...................... .... .... ........... ................ ........ .. ... ..................... .......... ....................... OTHERWISE NOTED ON THE PLANS. .......... ...... VI=D . ..... ................................ I I I! I .......... ......... .... .......... . ............... ... ................ ........ .......... ........ ...... . ... .. ... ....... 0 . ..... ......... ................. ............I...... . ......... 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL ...............I........ ........... ......... .. U .................. CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPING MATERIALS ...... ................. ........................ *.,.,.,.,.,.,.,.,.*.'.,,'.*.'.*.*.,.,.*:.*.*.,I 4-J . . .......... 4 BIKERACKS .............. ..... ..... ;v -A It- ....... ... .... ........ -................ ......... ........ 40 ................ .... SHALL BE DISPOSED OF BY THE CONTRACTOR, BOTH ON-SITE AND OFF-SITE, ........... 7+41.61- ...... UNDER-ROOF ............ AS DIRECTED.BY THE ENGINEER. C� .......... ............ A OVERHANG .................... ............ TED FROM U ........... .... R=48.00'4 BIKERACKS ....................................... ...... ... 3. EMBANKMENTS OR STRUCTURAL FILLS SHALL BE CONSTRUC U .......... ..... . ... ....... ...... . ........................... ........... . ......................... .......... .................. ... ... ... .. 0+74.01 LOOP ROAD ON COVERED PATIO .. .... ......................... I.,........... ......-9-A 404953" ....... EXCAVATED MAI ERIALS ACCEPTABLE TO THE SOILS ENGINEER AND 0 ....... ..... ... ..... ... ........*........ ..... ........1 - .i . , ... -4 ........................ R ............ 2+72.59 ENTRANCE ROAD ................: P L=12.43' j TRASH BINS AND .1- , . .. '. ... ...;.1.... . SHALL BE UNIFORMLY CONDITIONS To WITHIN ±2% OF OPTIMUM ........................ ................... ....... -l-S4041 ........................ ............................................. BACK UP GENERATOR .. .......... MOISTURE CONTENT. FILLS INTENDED TO SUPPORT STRUCTURES OR ....... .... .......................................................... . .................... ...... ..... .. ...................... . ........ : ::: ..... ... ........... ....... .............. ....... .........I..... .... ...... ........... ...... ....... ......... . ......................:......... ...... CRO55WALK ...... ......... ......................................... r ........ ....... ............ ..... ........ ......... ........................ ......... PAVEMENT SHALL BE PLACE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE ......................I........ ............. ................................. ....................... ......... ..... ...... ........................... ... . . .................................... .......... (TYP-) .............. ......... .. .... ..... 4 .......... EACH LIFT SHALL BE COMPACTED TO 91 PERCENT OF MAXIMUM DENSITY ......................... .......... ................. . ..... ....... ............ .............. ...... ............ ........... ...... ....... 4i- ...... . ...... ............:. ........ .............. . . AS OBTAINED BY AASHTO T-180 COMPACTION TEST. FOR FILL IN .......... ........... ....... U'), .............. ...... ............:....................... 4 ........... .......... ....... ........... ... ............ R=37.00' T ........ ... .... .............. ......... REAS. ........... ...... .............................................. ............... ............. ........ ... .............. PAVEMENT A 00 Lr) ........ ................................... .......... ................................... .......4. ... ......... ................ ............ ................ .............. .....................*....................* ......... 6=180000'00" ....... ......... ........ ... ................. .......... ......... .................. . . . ............................ . ..................... 1 +0( 4. ....... ....... ....................M FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN L=116.24' . .. .............. . .................... ........ ..... ... ......... ........ ........ ... ........ .................. ............. TWO HORIZOP,1TAL TO ONE VERTICAL. ALL FILL SLOPES SHALL NOT .............. .......... o6 ............... ........................... ...... .......... ............ ................................... .......1 35051,48"::'.,::::, ... ........ ......... ....... ............ .............. .................... ........ .... .... . .. ........ rq .: .... EXCEED TWO H')RIZONTAL TO ONE VERTICAL. NO ROCK OR SIMILAR ............ ....... .............. ........ ...... ............. ...... ..... 41.331 IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 81'L ......... ........ ............... L=1 'D OR PLACED IN THE FILLS. . ........... . .:.247:Dr -JV. CK'ACCE$S:: ....... ........ SHALL BE BUR Tr .......................... .. ... ................... ................. ...... ... .... .... ............ ........... GfF 20p-.90 .... ......UILD194 �.' I . :1 ............. ..... .............. ..... ............. .......... ...... .. ....... ........... .. ...... ......... .................. ............... .... .. I........... ................. ......... ........ ................ I L-1 i -- 1 - 0+00 LOOP ROAD I CONSTRUCTION, THE CONTRACTOR SHALL A:)VISE THE SOILS AND CIVIL .......... ....... 4... ........ . ....... .... ........ ..... .... ......... ........ ......... 1-79L. ..................... ....... ......Pk...................... ........... ....... ......... IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE . ............ ................... 15+26.06 LOOP ROAD TA S ............. . . ENGINEER OF CONDMON FOUND AND COORDINATE HIS ACTIVITIES ..... ............... ..... ........ ......... .................. ....... .... ...... 0+00 ENTRANCE ROAD ....... F ............. ................... ..... 7 .Q. .. ..... ......... ...... ... ... .........P ........................................ .... .......... ............... ................... W ....... ... . SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER .......... ....... ............... . . ................. ............ ...... ......... ENCOUNTERED. .......................................... ......... ..................................... ................ ........................... .......... .. ................ .......... ... ..... . ........................ ......... ...........*..... ......... ....... ............. ......... .............. ................................... ........i.......- ........... 4. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CURB AND SIDEWALK .... . . ..... ................................. ............... -I-GN::: ...... ............................ ... ...................... ........................... ................... E XT R.AN C E.'.'S. ....................... t ;;------------------- . ......... ............ ............ ............................. . ..................... ...... .....................ENTI.- ........ ........ ........ CONSTRUCTION SHALL BE AS SHOWN ON THE TYPICAL SECTIONS AND IN N ER .............. d .. ...... ........ . ............................... .................. .... . ........ ... ... ....... .... ......................... ..... ... . ........ ..... 4* ........................ .... :.*... .'.*.*.'.'.'... ....... .......... ......... ......... C. UTILITIES .1. . ........ ... ............ ... ......... ... . .......................... ......... ... :4 ...... ........ ......... ........ ...... .. ... .... ..... . ........ ... T..... .... . ....... .. ........ ..... ........ GV ....... ..... TRACER WIRE (18 GAUGE, INSULATED COPPER, OR HEAVIER, IN �7 .......................... 3�00 ....................... A=22-0 -00 APPROVED COLOR) INSTALLED IN THE TRENCH FOR LOCATING PIPE IN.. ............ .........................I....!t! R=48.00' �4 rL K (T Y P. FUTURE STREET THE FUTURE, PER UNIFORM PLUMBING CODE. L=18.56' Uj V,/ !I .............. ... CONNECTION . ....... 2. ALL TRENCH BACKFILL WITHIN PAVED AREAS AND-SIDEWALKS SHALL B .................... E ... ..... ...... COMPACTED 3/4"-0 CRUSHED ROCK, COMPACTED TO 91% OF MAXIMUM ...................................................... _PT 9+13.92 ..... ........ ............. . ) . ............. ....... DENSITY AS OBTAINED BY AASHTO T-180 COMPACTION TEST. ............... x ................ ................... vN ........... ....... . 3. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING DEPT.�AT 503-718-2439SWU& j. ................. ...... ....... ........ ....... .........:.. ......... ............ .. .................... ............ .. ......... Li - .... ....... .. ....... . 4. STORM SEWER PIPE SHALL BE OF THE SIZE NOTED ON THE PLANS. L ...................... ............ ....... .... PC 9+5-*--..... a. PVC STORM SEWER SHALL CONFORM TO ASTM D-3034 AND ASTM 789 ............ 3.2 .0 (T-1) WITH RUBBER GASKETS. ..... ...... *=Mir .......... .............. . .................................... ........ 30 15 0 30 v My Oil"G&M ...... b. CATCH BASINS SHALL BE OF THE TYPE SHOWN ON THE PLANS. .................. .... ...................... ........ . ......... ............. .........I............. ... ........... FOR CODE WAMUMM JLUW REV ............. 5' SANITARY SEWER SHALL BE OF THE SIZE NOTED ON THE PLANS. REVISIONS: ........ PVC SANITARY SEWERS SHALL CONFORM TO ASTM D-3034 AND ASTM Appraft* '4 ................................ a. ............................................ ........ ....... 789 (T-1) WITH RUBBER GASKETS. b. SANITARY SEWER SHALL BE TESTED IN CONFORMANCE TO PLUMBING CODJ,,Wi ......... ........... 01 R=4 ... .... .. ...... E NOTED ON THE PLANS. A& ....... ......... 6. WATER LINE SHALL BE OF THE SIZE AND TYP 441� ig a_0 12 00 ................................ ......... ......... .... ... . ......... .............. . ..... .................. ......... ...... .... ............... m. . ................... A=66018'35" ....... ......... .......... ......... . ...... ..... .................. ....... V .......... E A MINIMUM 36" OF COVER MEASURED ...................... ...... �D ... L=55.55' ALL WATER PIPE SHALL HA suite#1 ........................ ...... ....... ......... ........ .... ..... ....... ............. ........ ..... FROM FINISHED GRADE. ..... ........ T ..... . . . .......... .... .. ........ ..... GA. ...... ......... ........ ...... ....... ..... ........ ... . ............ ........... . ............ . ............ ............. ........... ............... .......... ............... ...... ..... ......... ... ...... . .wi:STA -- Dam . . .... ...... .... ........ ......... .. .........� .. ....... ......... ...... ... ..... ........... ........ ..... ...... ....... .....�, ............ ................. .............. .... . ......:....................................... ...... ............ ...... ....................... . ........ ..... .......... ............ ............ . ........ ...... .. ........... D. APPROVALS Pip ......... ........ .. ......... ................. ........................... ................... ..... ........ ...... **.....:.*.,.,:.,.*.'.'.*."'.'.*.'.,.,.,.,.,�l.,.*.'.*.*.*.,.*.,.,.,.,....... .. .....I ....... ..............I....... . ............ ...... ,:..: � .......................... ........ .. .......... ............ ................. . .. .. ............. ... ......... ............. ....................... ... .. ...... . ...... . . .. ....... ............... .... ...................... ....... .......... .......... ................ ..... ... ............................. ..... ................ ..... ........ 1. SIGNIFICANT CHANGES TO THESE PLANS MUST BE APPROVED BY ..... ......... ............. ........ ............... .......... ... **....*'.'.'.'.'.'.'.'.*.'.*.*..'.'.'.'.I........ '.*.'.,.,.,.,.,.....='*::::::::::::::::::�.,_-,._. ................ .......... ............... ............. ............... ......... ............................:::::: ....... . .... .. ...........I.,.......... ................... ............................................. ....... ............ . .............. ......................... ..... . ...... ............ ...... ....... ..... ........... .. ........ ...... ....... ..... ............: ........... ............ ...... ....... .................... . ... ....... ...... .. .... .......... ......................... ................... ..................... .................. ................................... ... ...... .......... ... THE CITY OF TIGARD BUILDING DEPT. AND THE ENGINEER PRIOR TO IMPLEMENTATION. ............ ........ ................... ........... .................. T........ ........................ ........................ . ...................... ......... ..... ...... ................... .................... ....... ........ Cp ....... ......... ....................... .. ................... ..... ......... ..................... ................... ..... Pn ....................................*.,.-.,....:.-.....-............�....;..........................,-.-...........'.*.,:.*.'.'.".,.,:.,. f. ...I....I'll ,* 2. CONTRACTOR TO ACQUIRE ALL REQUIRED PERMITS. .............. PR ................................... ............................. R 9.00' 6=91018'08" L=62.15' ............. ................... F ............... %6 EVA . ....... 0 - - - - - - - - - - - - ................ .............:j........... .... . .... ..........................7:.*.1:.1.1.*.*.1.1.7.......................... TV Tv TV .................... ................ ........................... ..................... ... ............ .............. .......... ...... ....................... ...................... OFFICE Copy + ..... . ........................... ..................... . ......................... .........................:�....... G _G __G ............... - - - - - - - - - - .=..................................... U A=22007'11' � ................ff 0 0 Oty 0 L=18.53' C71 D Ln 0+00 O0 ROSS StREET Oil RENEWAL DATE: 6/30/151 0 . W_ W_ W_ W 0 W_ W___ W i W_ W_ SIDEWALK PROJECT TITLE: 11+0C FACE OF CURB DRAINAGE BLOCKOUT 4 A 3" I.D. PLASTIC PIPE 4 WIDTH OF STREET A 144 WITH COUPLING 4 0C 4 �0 1" R 6" 1/2" R C14 4 R/W 5' MIN. ROAD SEE NOTE 5 0 CURB JOINT Ln T4 C11 2% TV WHEEL STOP E ROAD OF-4/4"-0" ROCK MAX.- COMPACTED SUBGRADE E. La SIDEWALK ADJACENT TO CURB A - U WHITE PARKING 0\ BASECOURSE 00 11C _1� 5' MIN. 6 PARKING PAINTED CD WHITE TYP. + -0 5/8" 0 + SEE NOTES (n cio--Do _2% 9 W oo TOP VIEW T 2" OF 3/4'-0" ROCK v4 4 COMPACTED SUBGRADE 3" 00 1. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3300 PSI. 2. SIDEWALK AWAY FROM CURB EXPANSION JOINTS.24'-70' A. TO BE PROVIDED: LA 7 NOTES: 1) AT EACH COLD JOINT. 2) AT EACH END OF DRIVEWAYS. Lj z THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN 1. CONCRETE SHALL BE 3300 P.S.I. AT 28 DAYS, SLUMP RANGE OF 1"TO 3". 3) AT EACH SIDE OF INLET STRUCTURES. 0 THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE 121-351 121-35 1 4) AT EACH POINT OF TANGENCY OF THE CURB.P 16" CURB -7 CONC. SIDEWALK 2. PANELS TO BE 5 FEET LONG. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING PARKING STALL WIDTH 9'WITHIN ONE-(1) FOOT OF A SURVEY MONUMENT I Z PER SITE PLAN (TYP.) LOCATION SHOWN ON A SUBDIVISION OR PARTITION PLAT. 0.5' TO 45 FEET. 5 1/2" 0 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 2. CONSTRUCTION JOINTS. 1.4 NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CENTERLINE ELEV. 5' UTILITY VAULTS SIDEWALK RA,MPS AND AT SPACING NOT TO EXCEED 45 FEET. A. SPACING TO BE NOT MORE THAN 15.FEET. NOTES: CHANGES SHALL BE PERMITTED IF THAT CHANGE IS 0.3' LOWER THAN / B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INSTALL WITH 12" GROUND 2.0% BOTTOM FAC 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME SPIKES (AC INSTALLAnON) 5 WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO E OF CURB INCHES. SIDE VIEW -----------4111- AS THE CURB. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT 3. BASE ROCK TO BE 1 1/2"-G OR 3/4"-0 COMPACTED TO 95%OF BE PLACED WITHIN THE PROHIBITED AREA. z G) 0 WITH A MIN. 1/4" RADIUS. AASHTO T-99 AND SHALL BE FULL DEPTH TO SUBGRADE. 0 o,v 0 ov,o S. DRAINAGE BLOCKOUT C14)oc.. 0 S. SIDEWALK SHALL HAVE A MIN.THICKNESS OF 6 INCHES IF IT IS INTENDED AS A. 3" I.D. PLASTIC PIPE WITH COUPLING. kn 0 0 )o.I( 0 __4 PORTION OF A DRIVEWAY. OTHERWISE, SIDEWALK SHALL HAVE A MIN.THICK- B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE TYPICAL PARKING STALL & PRECAST WHEEL STOP It NESS OF 4 INCHES. DRILLED OR CURB SAW CUT VERTICALLY 18" EACH SIDE ATTENTION: Oregon low requires you to follow rules adopted by OF DRAINED AND REPOURED TO FULL DEPTH OF CURB. NTS SHEET TITLE: Cq N il ification Center. Those rules are set forth 6. FINISH WITH BROOM AND EDGE ALL JOINTS. S1 01 -0� in OAR 952-001.-0010 through OAR 952-001-do90 You may COMPACTED SUBGRADE 3" A.C. PVMT. CL 'C' - TWO LIFTS' obtain copies of the rules by calling the center. 2`OF 3/4"-0 LEVELING COURSE PLAN (Note: I the teleh ber for the Oregon Utility Notification 8" OF 1 1/2"-0 CRUSHED ROCK BASE SIDEWALK DETAIL 16 16 Center is (503) 232-1987). 0 0 NTS 16-INCH CURB DETAIL RAWN BY: S I HEET: INTERIOR LOOP ROAD JDJ NTS NTS PROJECr 1403 C 1 DATE: 7.11.14 LU -4 tn -4 m Cn CN 00 M 00 0 _41!3) 00 (5 <,.=n 13 W_ qq� 4 .4 U. Tv 6+ 2 > 4 4: , 64 0 17+( 4 O�0-0 G— G- 4. uj uj U 11MATTHEW PARK" LA 1v I LU 1ANCHA ESTATES" 3 U 5 t 12 10 9 1 8 7 '5 ffv. CIO) 77—* 7. ......... -e .4' .......... ............. ........... ................ .............. ............ ... ................................... ................ ........ ..... ....... ............ ............... . ....... ...........r...................... . ........ .... ... ...........I.......... . .................................. . ... ... LUN ................ ....... ................................ ......... ........ ....k ................. ...............I................................. ....:.*.'.'.'.'.'.*:.,..'.'.'.",:.,.,.,.,.,...........-.,.*.",.,.'.'.'.'.'.'.'.'.'.'.'.'.*.'.'.'.'.'.'."'.'.'.*.'.'.'.'.'... - ...... .......... .......... .................... ............. ......*.......Ilk ..................... ............... .... ...... ...................... ....... ............. .. .................... ............. ............ ............................................ ...... .. .......... ....... .................... ......... ......................... ..... .. ............. ...... ... ............. ... . ................I............... .................. ----- - . .................... . ...................... . ..................... . ....... 1.11.1.1.1.1.*.,.,.,.,.,.,.,.,..,.,.*.,.,.,.,.,.......-..�......'.'.'.*."."*.'.:....x SS S .... ...... .. ........ . ....... .................. . .... .......................... ........................................ ....... ....... ....... ............ ...... ........ .................. ..... ......................... ...................... ..... .................... ........................... ........ ......... .... ............................................... . .................. ............. ..... .......... ................................... ........... ........... ... ......A-p......................................................... .............. ................. ............ .... .......I... ............. .. ........ ...... .. ........... ... .......... .................................. ...................... ... H �j-:. ....... .......................... ....... .................................................... . ....... .............................................................. ................. .............. IN......... ........... ......... ............... ........... ..........�i... - '09=ET .............. .. ........ .. ... ........................ ................... ...... ........ ... 161 )0 ............. vv ............. ....... .......... ......... ....................... , A .... I... w— ....................... ..................... ...... . . .. ----- ...... .................1. ............................ ..................................... Z ..............I ................................ ............................. ........... .......................... a. .............. ................... ...... ............ ... ....... .. ........ ........................... .......... ......... .................................. fa�_ ....................... ......*. . ................ ............... ............... ............... ..................................... ............ ... ... ...............I.............. ........ ... ............. ...................... ........... ........... ...:.............. ....... ....... ................ if ? ................ :1_� ............. ............... ............... ........ u .......... . . .................... ................. ......... ......... ........... .............................. .... ........ ....................... ........ .......... ..i.:l........... . ...... ...... ................ .................................................... ....... ...................... ........... —ig ......... . .................... ............. ........... .. ......... .......... Lr) 4 .. ...... ............ f ....................... LOT 2 ................... ............... .......................... f . ................ .................... ......... (U uj . ................ ........... .......................... ...... ........ ............. ............... ......... .. ............................ . ......... . ............. ......... ..... ................. . ........... 4 ....... ................ ......... .............................. .. ................ ................................... < .. ......... .. ......... .. ......... .. ......... .......... . ............. ........ . .. ..... ..... ... ............. .**............ PL.I 4. ....... ......... ............ .. . ......... 00 Lr) ........... ............... 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I U L L ........... .......... 7 ............... . ..... .................... ....... ................. ..... ....... ..... ........... ........... ........... ............... ........................... 7 ................... ............... .......................................... ............. ......... ... ............ ... ........ ............. ....... ..............% ... . ...... :-:............ .......... ...... ............... ...... .............. .. . ........................... ............... 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Ir ......... ... .... ......................................... .. .............. ..... .. .... r . ............ ......... . .. ......... .......... ............................... . ..:....... ... ...... ...................... .. ............... .................... .... ..... .. .......... ...... ........ ........ ...........: -- .... .......... ..... ................. .... .. ........ j L ..........., ........................................... ................... ............ ..................:. . .I ............ ...........*-'-*,-'-'-*.,::::::::::::::::.r::::.:.*�.;*.,- ............................ ............. ........................... ........................... 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UILDIN ' 20 .00 X. ............... ..... . ............ ..... ....... ........... ...... .......... .................. ..... ................ ............. ................... ............................................... ........... ................... ... . ............... . .......... ................%%*.%' .,.*.,.,. : .. ... FF ........................... ......... .... .. ..... ..... . ................ .................................. ......... ..... ............ ...... ... .. .... ....... ........ . ........... ..... . ..... ............. ....................................... .... ;. ........................ ........... .......... ............. ............... ....... .... .............. ....... .................... L ...... ......... ... ......... ........... ........ ...... . .... ... ...:...... ................. ............ ................ ................................ ...... .......... ..... NOTE: .......... ........ ............ ...................... SEE EROSION CONTROL PLAN ................................. .......... . ........................ .......95� .................. .............. ...... . ....... .... ...................... ... . ............ ... ..... ........................ SET ER1-ER4 FOR 1200C NOTES ......... ... ......... .............. ............................. . ... ..... ... ........ .. AND DETAILS. .................. .......... ...........*�:�:�:j:�:j:j:�:� .. .......... ..... ..... ..................... ........... ... ... Ij/ im ..................... . .............. . ......... -203 .......... ....... .............. ...*.,:.,.,.,.,..... . .... ... ...... .:.... ..................... ....... ........................ ...... .................. A' REVISIONS: ........................... .......... .................................................... .......... .... .................... ............................................. ....... . .......... .1�6............. .9 ........... :3+ojo . . . . ......................... ........................ ... ........... f... .. ....... ........... ...... ................... . ...... ... ...... !L ....... .......................... . ............................ ...................... ....................................... .... ........... 01 ... .. ... . ........ ... ............. ............. ---------- ... . .. ............ ..................... ............ .. .......... N f_7 ........................................ L .............. ......... f........... ......... . .... ... .... ..... v ................................................. ................. ............ ..... ............ ......................... .. ............. .......... . .................. ....... ........... . ........... ... ............ ........... ........... ...... ..............*......*............ . ..... 06 ......................... .......................I...................... .................. F—RENEWAL DATE: 6/30/15 ................ ....... .............I........ ...... .................................................... ....... ....................... . ....................... ................ ............................. ...... ...... ...... . ......... ........ .....I................. ............. ..... .................................. ------------ .......... ............. ... ............................... ........I......................................... ........ ... ....................................... .... ... ........... .... .............................. ........................ ..................................................... ..... ........ .... .............. ........... ..................... . .-: .... - ............. ................ ........ .... . ..... ...................................................... ................ ...... ........ ..... ....... ................. PROJECT TITLE: ............... .................................. .... ............... .................................. .. ............ ............................................... .. ....... ....... ........... ...... ...... . ...... ... ....... ......................... ...... . . ........ . ....... . ........ .... .......... .................... ...... ........ ............. ........ ........................... ............... ............ ..... ... ............... ...... ................. ... . ....... .... ...... ............... .................**........ ........ ........... .... ... ........ ..... .. .. ....... ........ ....... .... ......... ..... .................. . .......................... ............................... ........................................... ... . . .. ..... .............. ....... ...... .................. ....... ....... .......... ................... ................ .............. ........ .................. .......... . ............. .. .. . ............*..... .. ........ . ........................ ......... .... ......... ............ . ................. .................................... ..... ....................... ......... ... . .................. ........................... .... .............. ............. ......................................... ...... ................... ............... ........ .. .. .... ....................................... ......... ....................... ................. ................. . .. ................ ..................... ... .... ................................ ........... ..... ............................... ....................... ........ .................. .. ... ... .............. ............................. ........I........................ ..... ..................................... ... ............................................. .. ......... ..................................... ........ .................................... ........................... .:.................... ............. ...... . ....... ....... .................*... ... ........ \........................ .............. .......... ............................................... ...... ........ ................................. .............. ....... ........................... ........................ ................ ... ........... . ........................ .................. ------ ....................... of.......... . ..... . ...... ..... ,''1:�:+ A�.. . ..... .... ............................... ... ....................... ....... ........... ....... = ... .... . ................ ..... .......I............ .......... ................ .......... ....... ................ . . . ................................:., .........I....... ................... ............................................... ... .... ............... ......................... ...... . ......... .................... .................. ..................... ........... ...................... ............... ........ ..................... ...... ............... ..... ................ ......... -:r4. .... ................... .......*... ....... ..*.................*............. ........ .. . ......... ........................... ......................... ................ ....................... ........ ................. ... ....... ... .............. .......................... ............... ................................... ........................................................................ ......... .......... ..... .............................. ............. ....... .. ...... . ...............\....... LU ...... .... ............. . ............ ....... . TV _G _G ?v ...... -20 . ..... oty �o 0/-/ 0+00 u _-A ROSS ST TmMT OT w 0 W— W-- w W_ W_ W Oil oo c� 4 + 0 4 00 00 C14 ry c) kn TV 0 cr) ls� :44 C) C11 (To.-00 NN w W L c14 cl 44 30 is 0 30 GRADING PLAN DRAWN BY: SHEET: PROJECT#: 1403 C2 DAM 7.11.14 f.9 M lN . 4 W � [- t � ' M 41 i MOO en O C M O tn O N tn M na J M4 216 216 HIGH POINT ELEV = 20 3.69 HIGH POINT ELEV 203.68 Z HIGH POINT ELEV = 203.08 HIGH POINT STA = 4+60.00 LOW POINT ELEV = 203.234 HIGH POINT STA = 6+70.00 LOW POII IT ELEV = 20 .738 HIGH POINT STA = 1+50-.00 LOW POINTE EV = 202.688 PVI TA = 4+60.00 LOW POINT S A 5+70.00 PVT TA = 6+70.00 LOW POINT EL.EV = 202.740 O LOW POI 4T STA = 0+7 .00 LOW POINT STA 2+40.00 PVI LEV = 203.75 PVI STA 5+70.00 PVI ELEV = 203.70 LOW POINTS A = 8+69.29 210 - PVI STA +50:00 . - - . - . , 210 A.D. = 1.00%0 = 20.00 PVI ELEV = 202.70 PVI LEV = 202.70 A.D. = 1.00% PVI ELEV= 202.65 _ 50.00 o A.D. 1.05% w Q p AX). = 1.00% K = 0.00 A.D. = 1.00% 50.00'VC K = 6.00 20.00'VC z L = 30.00 K = 0.00 26:0 'VC K = 8.57 a, LU 0 CL O z 30.00'VC 20.0 VC 30. 'VC 30.0 'VC = . O Q In' O O 0 0 Et N a O ~ M O O Lri t0 Ln D O N 0 r\ 0 1p O%D � II D O W O O O OLn 0Ln 0 O MM OM nN m �o en 00�N tON Oo 00 "' O Ot6 N o o� o ao oM oM PROPOSED GRAE + o +o Ln C6 00C'i trite Lrico + � r✓-+ � N O I� Lri Ln N d ni is cYi Ln N Ln @ ENTERLINE N �t N +o + o Ln 00 nj O w 0 LA + > LA co + p + p N N 6i W LAN LAN f!) W + + nl Ln + > - + + NO -1N, ,--'N - +O - +NO- UU UU - (1JW Ct)w UU UU - OO N. a0N - � lV o LU O ON (ALJI �w NN NN » » UU UV >> >> (� o u n w vi iriw Uv VU (ii w' viw mm ww > > > > mm ww in LU Ln 204 � N 204 m L>u> m m w w m m w o 0.50°Ca_ -. 0.50% -0.50% m W W 0.50/o d.55% ^^� -0.5 % 0,50%NINNNINNINNININ -0.50%-INNINNINNINNINNINNNINNINNINNINNININNIN NN-0 �-••�' V 0 Wa- IIN EXTG GFiADE @ O CENTER NE s-a LU o z a °� EXT GRADE 12' Lr Q- EXT GRADE 12' R 00 O � 198 LU � �Ln 198 414 LO PRO D 00 + > Nw o c� p ° w 1" ORIZ 30 ' 1.. ERS 31 0 . 192 192 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 8+40 9+00 9+60 - 216 216 216 2-16 REVISIONS: I"r ELEV HIG POINT STA = 1+36.52 IGH POINT A = 12+00.0 VI STA = 1+A0.00 PVI STA = 12+00.0Q PVI ELEV = 2 4.93 HIGH POINT ELEV = 203.46 HIGH POINT ELEV _ 203.35 HIG POINT ELEV 203.35 PVI ELEV= 203.28 LO POINT ELEV 203.061 LOW POI14T ELEV 203.055 0 HIGH POINT STA 10+15.79 LOW POINT ELEV 202.966 IGH POINT S A = 13+20.0 HIGHPOINT STA = 14+60.01 A.D. _ -2.8 /o A.D. _ -1.00% LOW POINT STA = 2+49.99 LOW POI T STA = 13+89.99 PVISTA = 1 +15.00 LOW POINT STA = 1+29.93 . PVI STA = 13+20.00 VI STA.= 14+50.00 PVT ELEV= Q3.50 VI STA = 11+ Q.QO K 0.01 VI STA= 12+ 0.00PVTr-I _ PVT 5 A = 13+90.0PVTFLEV _ 210 K = 20.73210 210 = - _ - 60.00'VC A.D. _ -1,05% PVI ELEV = 2 2.93 20. 'VC A.D. = 1.00% A.D. _ -1.00% p 210 p LU K = 28.71 A.D. = 0.9s% A.D. 1.0 % A. . = i.00% Q O Q K = 25.9 K= OAQ K = 20.0 z K 30.1 = 20.00 a O o Q rn 30.00')(C 20. `VC 20.00'VC w d a O o _ '-' 30.OQ'VC 26.00'VC 20.00'VC w u W O O udi o p PROFf' QNr I N o 0 0 0 0 o O zLn z1, 0, o � o + o PROPOSED ED ad GINE /0 Cl CD M N O /L O II CN ON O OM CM O O pM OM pM oM J ZO. 90� � N (J] W iN JN 5 P '9 to LL, Od: Md; LAO O isN , iN N0 M ,-i M" MM 00 p°0 LAM NCM tD WN Z cQ UU 6W ri0 w +M +M '10 O M0 o +M + M 000 O� + M + M 0 w0 (V II >> UU ON + � o0 00 +ri + nfi + t+n + Mo MO + M +M � p a.o 6 O 11 0 + 0W ,1N �N +M M -40 NO NO N r-iN rlN MO � O riN riX11 N 0 00 + Ln > mm WW ^ Ih �W BUJ .1O O ,-41 r1N riN MC)U) LLI riN + > O -4 W U C3��. U U N N (A LU (n W (A W N U U U U (n W N w V U U U Ln O J O 11 I! W O W _ (n tii w U U U U ,--� 1 II w 8% I" � UU U » >> UU U >> >> U V U V » >> 204IN, 204 yti t4,. 204 °°°° w w W 204 ° p R m m w 000/0 -0:50% 0.50 0 -0.50° 0.50 0 0.50% 0.50% -0.5 % - '2.0 /O RENEWAL DATE: 6/30/15 -"r �- Q EXTG GRADE 12' LT EXTG GRADE @ - PROJECT TITLE: w CENTS LINE Y w N EXTG GLU DE 12' RT PROPOSED GRADE o ai m N @ CENTERI NE -' 9 o N W r- C7 p QO o OC (rj O E G GRADE 12' ,T EXTG GRAD @ '"' rl w U O 198 198 o W �? If 198 198 ENTRANCE ROAD W LOO ROAD N W a o 1" HORU = 30' HMUZ= 0� H 1" VE 3' VERT = 3 b U U 00 N A 192 192 + a/ g 192 192 0+00 0+60 1+20 1+80 2+40 3+00 9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 15+60 ,,._, 00 0 o - � o 00 - O N tn u oA H d Z �--� v w o a, a z c' � M N � O 7. ,--1 ,D O SHEET TITLE: N N STREET ti ti PROFILES a, ON N N N G} DRAWN2y- SHEET: JDJ Q w 1403 PROJECT#: C3 H DATE:. a. a 7.11.14 Cf) r-MINN "LA MANCHA'ESTATES" (2+68.94, 8.27-L) t Cn 0% -14 1�0 00 4 ...... 60" FLOW CONTROL MH 5 0 00 12 6" PERF PIPE - 207LF 9 8 7 9 0 5 ..... 1-FOOT BELOW ,,,�2+77.64 STM MH#Dl -(4+62.38, 3.00'R) 6 -- E i (16+25.69, 31.00-R) UJ i .7.1.' 6" PERF PIPE - 12LF BTM OF CHAMBER 450 BEND 0 2+81.43 STEEL CB #B1 > NOTES: = E� 0 �(5+70.00, 0.00') 1. BAFFLE WALL SHALL HAVE#4 BAR AT IT SPACING EACH WAY. it PI/f. 'A PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE- A .4" -to - - . . . � 4. 0 1.... - A - STORM V z ... 101, PVC ...... JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE WALL SHALL BE WATERTIGHT. . ............... ....... 3. I - U ..................... ...... ....................... .................................................... ................................ .......................... .. ........... ............. ........... ............. ... ..........�v.............RI!W........... ............I...................... .......a.........4......... .... ....... ... ........... ........... ... .................................... ..................... ...... -DOWIN SPACE IS CLEAR OF RISER AND GATE;FRA ISLIEAR CURB- "2+64.39 45 13END .............y LU 3: ..... ...... .......... ............................................. ........................................ .......... ................. .... .... IS VISIBLE FROM THE TCF�CLIMB r.- ***,*,**, *.1.1.1.7.1.1. .1.7.'.'.'.'..'.'.'.-.. .......................... ....I........ P MUL71-OMPICE ELBOWS SHALL BE PREINSTALLED TO INSURE LADDER CLEARANCE- ...................................................... .............................................. ........ ... ...... .......................... ............... "I'll-',....................... ..................... ......................... ................ ......... ....... ...... ....... ... 2+11.47450 BEND :.*:.,.".%,.,.,.,:............. fill plle�: .,:.,.,_%,.(5+84.48, 7.161) ss- S 6. RrSTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT OPENING IS TO BE ................ �A..=..................... .......... ...........I.............................................. ............. .... I I .......... ........... ........ .................. ................I................ ........ ....... ..... ........... ........ ....... r NF CUT ROUND AND SMOOTH.NEOPRENE GASKET SHALL BE INSTAI I BETWEENTHE .......I. ..... ................. ................... .......... . .................... .............................. -4 ORIFICE PLATE AND CONCRETE 13AFFLE TO PROVIDE A WATERTIGHT SEAL. ................................ ........... ................... .... ............ ....... ................... .... ................................ ..................... 0 Removable T SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCROANCE WITH ASTM 8 26M AND ASTM B 275.DESK314ATION ...................... ------ .......... ... .... ..........*........... ...... . . . .. ........ ................ ...... ......(2+70.72, 1.491) ....... '2 #Dl 16- +20.75 STbkkFiLt�R .......... ............ 3 51"X30": . . ....... ...... .............I....................... Z02A OR CAST RON IN ACCORDANCE WTHASTM A 48.CLAW SOB.LIFT HMME MAY BE SOW ROD OR HOLLOW ......................... .............. .................................... .................................................... ......... ......................... ........ M. k Mr.r. I SEE DETAIL SHEET C8 -.. ..- -..- . . . ... ...; :4 2+49. ... ....... W wag MOUNTING FLANGE AND GATE FLANGE.MATING SURFACES OF LID AND BODY SHALL BE MACHINED FOR PROPER FIT. '10" PVC�.'.---..':.::'�.�".:""570RMTECH SC-740 CHAMBERS::���i�ij�j ..................... ....:.. J 6" PVC" 101, PVC:................................ (2+61.74, 0.32'R) ....... ................ ........................ ............... of ......... Grouted FLANGE MOUNfTlNG BOLTS SHALL BE_."DIAMETER STAJNLESS STEEL a. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT,STOP TAB Restriclor Plate With ................................ 0 "(5+97.52, 6.0 L) Gf A OR SOME OTHER DEV10=_ 0" PVC . .............. ............................................. .. %.8"X15" WYE & UnIm is a U 2+'36.'61'4�O'B� *, , 'R) % (3+74.11, 40.53 ........... 9. ALTERNATE SHEAR GATES DESIGNS AREACCEPTABLE,IF MATERIAL SPECIFICATIONS ARE MET AM FLANGE (4+65.38, 6 00`R)-_--i 0 A BOLT PATTERN MATCHES. ............ ....................................�.- -11 , I - .... ........................... 4 PVC .450 BEND - ___1 4 (2+52.42, 0.051) ................ U .6 '8"X6" REDUCER T 14 `� - .. . .. . . . . ____ !1 45- BEND 'Lb 0 ---1 1 10. MANHOLE CERTIFICATION REQUIRED FOR TRAFFIC LOADINIG. :. . . 71 1� iseeell ELBOW DETAIL L > 1 , (2+40.00, 0.00') f6" PVC ' 2+14.35 11 1/4- BE PVC STEEL CB #D2 A (3+84.11, 50.52 R) (5+97.52, 25.77'R) 0 .......... . (6+32.84, 6.061) FLOW CONTROL 450 BEND > F STRUCTURE TA13LE ............. ------------- IE IN 19 f ----GR=204.40 Steel Pkft Onfloe, ... ........ ... (Seis Tablej olix ...... 'r Dia.Hole For'�Stardess 6" WYE Steel Expansion BTM = 196.88 611 PVC-----& IE OUT = 199.99 (6" NE ...... GR=202.69 STM CO#B3 8.88-(6" E) FL .. . .............2+54.491 ..... ............ ----. . ......... .. 2+26.52, 7.00-R) BTM 199.99 4 LOT 2 . ........ ....... PLAN REDUCER ova 1L 6 PVC-j 7 1; 11 1 31.77LF @ S=2.00% :. ...... 1 ryp. ........ . ....... GOX :00............. j ........... A77 M 0 BEND::-::�::�::�:::. Orifice A Elevation 2+41.17 10"XI15" WYE ...... ......... ... ......... .. ..... :* ., 1+90 07 22 1/20 BEND�:. 79 ;i � 195.4 ................... ...... . .... .... ............... ... ------- (3+84.11, 62.25'R) (4+65.38, 66.12'R) C 2.1411 RESTRICTOR PLATE ................. ....... Orifice B Elevation 198.70 . ............. ......... __)iiiiiiiiGR=204.50 z GR=204.30(2+41.77, 5.09-R) (3+57.24, 40.54R) STM CO#D3 -STEEL CB #Dl (6+55.40, 6.36 ) ORIFICEA I-Typ. STM CO#D2 Manhole R,ng And Cove, .............................. WM Locilkirig Bolts�GR=204.50 . . . . ........ E) .............-------- w�Of Ori�t(1hT ............ IE OUT 201.35. (6" N)=_P IE OUT 200.19 (6" N) .................... < IE IN 200.92 (6' D I I = 198.69 ........ Overflow Elevatim BTM 201.35 W) ..................... ................. .................... ............. U) Ontice C Elevation 000/0 65.89LF @ S=6.10% IE OUT 200.92 (6 42 74LF @ S=l. 20 .40 (When Spectileff) .. ....... 3+06.48 STM CO#Dl...... 1+49.96 STM cb#i .. ....... ....... ....... ... See Detail-.-.-.-.-.: % 4. ...... :7 is (0 +74.53, 7.001R) 100.00LF @ S=1.00 tr-' -rr(6+93.85, 4.451) ........ (7+64.63, 128 88'R) ... ........ .... ............... ...... ....... see pi ��_A*atablai Lock y M BTM 199.90 0+49.97 STM.MH #Bl an And Profts Hook With L=k ------ '��STM CO#BB3 ir ..... ........................... ...........I... Sa" '-GR=204.20 ............................ ....... 0 F. I'Rod 0,Tubing 0 .67, 2.00 LIN? FAL_OUT SE) BEND ... 1+12 ND 1+19.9945 '7+23.82, .. ....(7+29.38, 10.001) IE OUT 199.65 (6 .12 45v ft 4. F1+ L) LIFT HANDLE DETAIL ................ ....... 4 (1+69.06, 43.1+/_ K) 0 RestnclorftftOrf""A� 12'Diameter Hole (1+71.1 .... ... me wan .. ..... ... 7, 51.55-R) OVC en........ Odf-A FL 31.64LF @ S=1.00% 0 (Sea Table And Oet4 ............ ... 450 BEND ........ SIDE ........ STM CO#DS .............. ........... 0 -4 PVC D36'34.... SECTION B-B MAXIMUM OPENING OF GATE DETAIL 0+31.09 450 BEND.......... GR=204.50 4 LIM Halde (1+70.46, 20.0 _IE OUT 202.02 (6 SECTION A-A ELEVATION ................ ....................... 450 BEND rYF ............ FRONT SHEAR GATE 1+02. A . ....... ...... ... ...... .......... ........ NTS AS MANUFACTURED BY KENNEDY VALVE,OR EQUAL -.:.�...I...... ... 20.001) cr) E . .........I...... ... 1 4 loll PVC�� ....... ....... .......... .......... 3 .............. -1-98.90 8"X6" WYE ............ ... .... ........... 10"X8" REDUCER L0 U BTM 202.02 FLOW CONTROL STRUCTURE DETAIL PVC 8.92LF @ S=1.00% 6 '�- -(7+51.64, 0.97'R) ............ ..................... .................. ..................... ko 6rl C, ......... .... 'T (0+82.12, 7.00'R) 6 PVC PV A V4 oll PVC A'--,-,a 4 .. ........ . . .......................................................... ................ .................... 4+15.67 STEEL CB #D3- ................. ......... ... .... ..... ............. .......... .......... ............ (7+76.43, 102.75'R) ....... ........... ......:.......:..:.................... ............................... 0+39.20 10"X6" WYE .. .... ...... .........*........................... ...... .. ....... ............. ....... . ..... ....... . ........... ...... 4 ...... ....... ...... 6" PVC.-.*.%-.-.1... 611 (0+70.00, 0.001) ... .. ...... .... 7+59.55, 0.98 . . ...... PV LU PVC:...... ..... .......... .. ill 450 BEND (7+75.80, 97.12IR C� 61 . ..... ....................... ....I...,::.,:::.",:.,..'.'�,:.I-.-.-.-+......-:-:%L. ii !I . ........... REDUCER. ............. ........................ U STM CO#BB2 .......... . 0 450 BEND': .................. ....... ............................. (1+73.50, 16.82'R, T U. U ................... ...........11 W _. 7.1.7......... .. ............................... ... (0+74. `R) _: 00, 7.00 GR=204.20 STM CO#D4 ....................................... IE IN 199.27 (6 W) .......... ......... . . . ...... .... ..... ........ ........................ ........... 4 4 ........ .... .. 00 .......... 6" PVC....... GR=204.73 E) -A IE OUT 199.27 (6 4+12.67 450 BEND�: 201.63 (6" E) ................... FLOW CONTROL MANHOLE #C3 U ---- -- �FIIE IN .......... .......... . ..... .................. .............. ................... ......... ........ ...... (0+70.00, 3.001R) .............. .............. W)l BTM 197.27 ... ........ .. . ........... ..........I.............. .......... �OOLF @ S . ....... P-4 ....... ..................I....................................... ....... .: :........... U) ............... ........ d IE OUT 201.63 (6 < ........ =1.00% ............I..................... ................ 201.63 ......................... .......... ......... (8+21.34, 6.951) ...................................... OOLF @ S=1.00% 11 L+00.00 STM CO#BBI 7'. . ...................... f00 L0 .................... ............... .. (8+63.41, 96.94-R) ........ ................ El .4: I.I.I.I.I.I.I.I.l.,:.",.,.,"".,.,.,.,.I.I.I.I.I.,:.,.,.,.,.,.".,..,*......... . ..... ..................................... STM CO#BB4 ...... . ... . ........ . A ............ ............... U, o6 ................ . . .... ..... GR=202.94 >:.......... .......... . ............ ........... ............. .. IE IN 200.29 (6" W) . ..... .................... ...................... ............. : :..... ... ............................................................ ................ ....... ............ ............ . .... ................ ............ = .., .......... .............. ............. .. ....... ................... > IE OUT 200.29 (6" E) ................... ........................................................................................................... OD llX6" ................................................ ............... 1+41.76 8"X6" . .......... ....... .... ...... ... ..... T7--------............ .... .... . :-..:::---(8+63.57, 1.391) . ........... .......... .............................................. .......... .................. ................. .... ......... L BTM 200.29 ............ 1\ .......... ........................... .... ..... ....................... .................... ......... :::81IX6" REDUCER ......................... ................... ......... ...................... ........................ ..... I.......I.........: ........................ -STM CO#BB5 ............ i+ T1 U' ---IL(8+66.38, 128.31-R) 100LF @ S=1.00% Im Lr) ............ .............. ..... - il ........... 7=0 rV%_ ;U ..................... NOTES: ......................... ljll-GR=204.40 ..................... ....................... > ................. ............... .........A #C5'*"*'**.... .................... 1. BAFFLE WALL SHALL HAVE#4 BAR AT IT SPACING EACH WAY. 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. .... ......... JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE WALL SHALL BE WATERTIGHT. UPPER FLOW ORIFICE SHALL BE ALUMUM,ALUMINIZED STEEL OR GALVANIZED EL CB' BBl-- .... z . .. +47.63 STE ............... . A .'-.-,-,:::(l4+74.72, 51.711R) BTM 200.61 ........ . .... 110.39-R) STEEI_GALVANIZED STEEL SHALL HAVE TREATMENT 1. ..................................... ......... 9.29, 0.00') .96 STM CO 6 7+27.64 STM CO#C6 IIE OUT = 200.61 (115" E) A- 1131.69LF @ S=1.00% GV z 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET 90 THAT*SHEAR GATE IS VISIBLE FROM THE TOP;CUMB-OOWN SPACE IS CLEAR OF RISER AND GATE;FRAME IS CLEAR OF CURB. L 4 ...... 5. MULTI-ORIFICE ELBOWS SHALL BE PREINSTALLED TO INSURE LADDER CLEARANCE. 0 8+55.86, 37.84'R) ..................... 6. RESTRPOTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRAM OPENING IS TO BE 0 . ........... ::. .......... 3+00 ...... ... .. ............ ............ CUT ROUND AND SMOOTH.NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE ........... L 'R) 222 1/20 BEND ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A WATERTIGHT SEAI_ 1(14+74.31, 26.00 6 PVC ............ 0 Removable 7. SHEAR GATE SHALL BE MADE OF ALUL41NUM ALLOY IN ACCRDANCE WITH ASTM B 261A AND ASTIM 0 275,DESIGNATION 6 PVC r ;450 BEND .................... Wataft-ilt Zg32A OR CAW IRON IN ACCORDANCE WITHIASTM A 48,CLAM 308.LIFT HANDLE MAY BE SOLD ROD OR HOLLOW coul)lkv Baffle Wall ...................... TUBING WITH ADJUSTABLE HOOK AS REQUIRED.NEOPRENE RUBBER GASKET RERQUFED BETWEEN RISER ... ............ ... ..................... ...... ........... C, MOUNTING FLANGE AND GATE FLANGE.MATM SLWACES OF LID AND BODY SHALL BE MACHINED FOR PROPER FIT. CL ........... ....................... ........ Groulad FLANGE MOUNTING BOLTS SHALL BE_"DIAMETER STAINLESS STEEL Restriclo,Phile Vim 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LEA ITED HIM MOVEMENT,STOP TAB OR SOME OTHER DEVISE- OTWMB&C A ......... io is o 30 9. ALTERNATE SHEAR GATES DESIGNS AREACCEPTABLE,IF MATERIAL SPECIFICATIONSARE MET AND FLANGE (14+53.98, 6.00'R) (10+34.8�, 41.78'R) ......... When Specified) ............... A rm_ ...........I.......... BOLT PATTERN MATCHES. ........... .... -------------- 450 BEND TM CO#C7 10. ............. S .. ........ ELBOW DETAIL MANHOLE CERTIFICATION REQUIRED FOR TRAFFIC LOAD1111G. 3 51" X 30" .. ............. GR=204.00 ...... .................. -740 CHAMBERS F STORMTECH SC IE IN 200.52 (6' SW) L_j V.%*......... 0 ........... ......... FLOW CONTROL .................. .......... > [_ V) .................. . .............. BTM 200.52 . ........ STRUCTURE TABLE I _.X. Slainbess' 0 5+50 73 81IX611 WYE ........ .... �Ofoew > (13+8*9.58, 5.92'R) (12+49.99, 0.001) lir t-Dia.Hole For-SWinfess (10+75.36, 41.78'R,' 196.17 5+58.95 STM CO#C'4 ...... 1+55.60.STM MH #C3 F Steel Expansion Boft P -22 1/2- BEND 11-Embdedment (9+90 77, 1.87 �D' +20.98, 43�91'R) STEEL CB #C2(13+98.21, 6.00'R) ...... ........ ....... ....... I .2 A STM CO#C8 GR=203.06 FLOW CONTROL MHi*i.-i--*�-*--�--.,-` PLAN NUMber Of OnIICe 8 PVC GR=204.00 IE OUT = 200.25 (6" S) (11+24.93, 10.00-R) I- , ....... f Orifice A EJevafion 194.20 i .... .... ........ ..... . 0 450 BEND Diameter Of Orifice A(in.) IE OUT 200.96 (15" S) BTM 198.75 1.60" 4 611 PVC: PV ILI RESTPJCTOR PILATE_ORIFICE"A" Oi BTM 200.96 4.83LF @ S=1.00% 7 0 ........ Manhole Ping And C� 6" PVC ........ With Lod�drfg Baits,Matkd 48.74LF @ S=1.00% 199. vOf Off 3j0.00l)- . . ... . . .. I (13+89.99, 0.00') . (11+29.93, 0.00 (11+24.9 171 T UV 6" PVC 4 C .. ... hearGale I rEEL CB #C3 STEEL CB #Cl WYE ........... .........*.* EUNAV DETAIL uVernow Elevation 12 00 ............. ...... ........................ En Odke C Elevation i Hands !1__________1____ GR=203.05 .................................................. ....... .*.*.*.*.,.*.,.*.*.,.,J'-**- *" ;:0 'Rirn Elevation 8" PV_ SEE DETAIL THIS SHEET (TYP.) (0 REDUCER Men Speciffleo 202 �6 ... . ........ IE OUT 200.93 (6" E) ........................ FT1 Sea Delail Offm B Elevation REVISIONS: X.: .U .*.,.*........................... ................................ GR=202.97 Oil C ............ Mhm SpeciliaQ ..................*.......*'."'.%.`.` ....... ............................................. ...... See Plan And Ploffiss ... ........ :-----IE IN 199.59 (611 E) . . ..... ------- ......... 0 Adjusilable to* BTM 199.43 .............. .. ........................ Hook With Lock .5.93LF @ S=1.00% ....................... ............................ 0) ::- -: :`:'::.."`:BTM 198.09 ........ ... ...................... ... ..... ................. .... . .................... .......... ........ ....... S 0 RL IN Rod Or Tubing ............ ...... ...... .......... F.L.OUT ................. ............ ..... TORM 'Cl ................... _-*.*-.-_*-_-.-'.-_'-T*--*........... ....... 611 ............................................. ......... ............ ..... ...... .................................................. ....... ..........I ....=, ........... .. .... ....... ....................... ................ ........................... .... ....................... ........ LIFT RANDLE DETAIL �;. ...................... ......... .......... .................... A Fk,,,f- �1(13+82.35, 4.9U'K) .............................................. ................. ........ ........ ..... .. ..... .. .......................... .............................. ........ .....I......... ....... 12'DiameWHole ............. ...... ........ :450 BEND .loll PVC:... 0 Restrict.Plate O1T=W PVC'-'-*......�......:-.'.'.:-..::::."--.".'.:BlI PVt::-.,.... ......�w W-....... ........... ............ 2+58.93 STM CO#Cl ............ (See Table AM Debil) Baft wan SIDE .................... a U 41L) ............ ........... ... .......... ...... oa.- T� '---lot, pVC (10+93.79, 1.0 ........... -4 (13+28-14, 4.83-L)-/, .:..................... Lift Harde MAXIMUM OPENING ... ..................... 1 , 15 95 10IIX611 WYE 2+90.89 10"X8" %AfYE--/ %4- SECTION B-B OF GATE DETAIL 450 BEND ....ii.i....... SEGTIONA-A. ELEVATION (11+03.25, 4.831) .............. (12+49.99, 4.831) -(11+24.93, 4.83'L) .......I....... Ill'. - - - - - -81, PVC FRONT 22 1/20 BEND ..... ... .................................................... GIH_ TV TV TV FLOW CONTROL STRUCTURE DETAIL SHEAR GATE - - - - - - - - - - - -10"X8" REDUCER T!n�. 0 1011 .................. ............................................. ....*.,.*.,.*.,.*.*.*.*.,.,.,.,.*.*.,.,.,.,.,:.,.,.,.*.,.,.,.,.,.,.*.I............. ... to PVC NTS AS MANUFACTURED BY KENNEDY VALVE OR EQUAL 4+86.94 81IX6 WYE PVC ........ G ...................... .. -_-9-1z�_ _-G G . ............. ..... ... . ................ -------- (13+20.98, 4.831) - - - - - -- - - - - - ...................... ................................I........................................ .... .................................... nnA_ .............................................. .............. ......... ............................ 3+58.96 STM CO#C2- 2+78.96 STORMFILTER CD C, C', i SEE DETAIL SHEET C8 _+ 1`1 (12+93.00, 4.83 ) (11+13.00, 4.831) In 0+00 0 -4+58.96 STM CO#C3 (11+93.00, 4.831) ROSS TREET Ofy 0 W_ W _ W_W- -W Oil 11+0( 4 14_.r� '4 X0 Lj FLOW CONTROL MANHOLE #D2 RENEWAL DATE: 6/30/1 NTS PROJECT TITLE: LU CLEAN FILL MATERIAL CLASS "Bly CLASS "PAP" COMPACTED PER GEOTECHNICAL STREET SECTION PER DETAIL SHEET Cl ENGINEER'S RECOMMENDATIONS 01� E RESTORATION MOUND EXCESS NATIVE MATERIAL OVER TRENCH TO ALLOW AS SPECIFIED FOR SETTLEMENT GRANULAR WELL-GRADED SOIL/ 4 AGGREGATE MIXTURES <35% FINES PLC( BEGIN COMPACTION AFTER 12" OF 1r NATIVE TOP SOIL DCP IF TOP SOIL EXISTED MATERIAL OVER THE CHAMBERS _110N. I95X COMPACTION 9OX COMPACTION PRIOR TO EXCAVA IS REACHED. COMPACT ADDITIONAL FINISHGRADE WITHIN 48' OF > SURFACE LAYERS IN 6" MAX LIFTS TO A MIN. > U U 85% STANDARD PROCTOR DENSITY. 4 ITTFTMI NATIVE EARTH--.D OOOLBS. DYNAMIC ... .. 00 UNDISTURBED MATERIAL-2 V 9OX COMPACTION TO EXCEED 12, ME L PLUG UNDISTURBED + 2"THICK CAST IRON GRATE BELOW 48"OF TO EXCEED 20,000 LBS. EARTH FORCE NOT SURFACE-P CAST IRON C.O. FRAME & COVER WITH CONCRETE BASE FOR STREET HINGED LID FOR ADS 601 NON-WOVEN GEOTEXTILE 1/2 CLEAN OUT r AREAS ONLY, PVC ACCESS BOX (OR APPROVED EQUAL) ALL oo DEPTH AROUND CLEAN CRUSHED ROCK C*10 TO BE USED IN "YARD" AREAS. /47.411'VARIES 450 ANGULAR STONE 00 OD PIPE AND JOINTS TO CONFORM TO 4a CLEAN CRUSHED ANGULAR STONE A.S.T.M. SPECIFICATIONS. LU W 2"-3/4". NO COMPACTION REQUIRED < 4 4 CA > 1/8TH BEND ;j 3/4"-OCRUSHED z 40 4 1/2 PIPE 0 ROCK "6.,k -� �.V. U) 4 O.D. PWS 6" PIPE ZONE -1 WYE ;7_4 .1 INSTALL 21" OF CLEAN CRUSHED H MECHANICAL z 0 0 80 0 0 0 POIF ANGULAR STONE 2"-3/4". PLATE PLUG IF END PIPE AS SHOWN ON PLANS Vo 0 0 0 0 COMPACT OR ROLL TO ACHIEVE A A 450 3/4.!'-0 95% STANDARD PROCTOR OF LINE STATE APPROVED 0 0 0 0 1/4" PLATE PIPE BEDDING 0 0 A 0 0 -%01 0 DENSITY tA 4 W-5 24- SQUARE CB- &NODO 0 0 a 0 ,n n PIPE BEDDING BITUMINUS COATED . 0 0 8- 0 0 0 0- C14 C% M a CONCRETE SUPPORT BLOCK 8" CAST IRON "NO HUB" SEWER PIPE TRENCH STABILIZATION: SHEET TfILE: CA Cq 1/2 PIPE O.D. PLUS 4".MIN. FOR PIPE SMALLER THAN 18- IF REQUIRED, TRENCH STABIUZA11ON SHALL BE SPECInM SEPERATELY NOTE: STORM-SEWER 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER AND PLACED PRIOR TO PLACEMENT l.. INSTALL PER MANUFACTURER'S RECOMMENDATIONS COMPACT SUBGRADE TO 95% OF MAXIMUM CLEAN OUT CATCH BASIN. OF BEDDING MATERIAL -INCHES DENSITY, STANDARD PROXY. PLAN 2. MINIMUM SEPARATION BETWEEN CHAMBER FOOTINGS 6 16 N ITS NTIS TRENCH BACKFILL DETAILS DRAWN-BY-- SHEET-. NTS STORMTECH SC-740- DETAIL JIDJ NTS PROJECr> 1403 e, . C4 DATE:, 7.11.14 M !-+ M M � N W ( M (yi p M 00 C M O C) N .� O Muiaw 216 216 � 216 216 CLASS NATIVE BAC FILL CLASS 'B' GRANU R BACKFILL 014 h CLAS 'B' GRANULAR BACKFILL Q 2 v w v ..Lu-chLu = W _ 210 •�, w 10 w _ v z _ o - - .. _ _ z - ^ _ tt] c0 z o U o U .�w V w U ..w U � v � !� 210 - n - - 210 J .-L �- W :Ln W O cco o w O Z = w Ln m w z Z Z N �Z,,, W rVi p M 2 M ^ 'z�' O .mss l- J O y '� ,00 z� z 0�0 O d r-I OC O - w W: z _ `_ _ w m , � 0 o d: m cn R �Ln w Ln PROPOSED RADE ••m J M c~n ci o N M N Z - J t0 t0 � -� �( H ^ ,-i J U? M M Ln 2 Lf1 ^ LY M 00 to d � lvD �N ^ N o � CL (n M 4m aM1 ¢ M O r-1 II ri M N (/� a1 0.� M O ,i ON 11 � Ln Ln N OC t0 n N O 0 O 1 ,i N w 11 j i! M a1 J (n M o1 'i (n M O N U) O N °0 li D 11 ~ � O �("? M �' ROPOSEDG DE 00 rn � p � ly- F- �. rn rn I- .oo r, cn o2S - .. .. %o II II H II p 0 z o Q ,-� p o N II (n c o Z O rl, M 0 .-i M o1 m .-. W ui z Ln �--� 0 tp II I- t0 N t0 N Ln O N II i N O 0 -4 -4 p � N ,� Lu >- w (n (n - Ln g� . O � = w + � w w O1 N Ii 1-- w rn II F- EXIS NG GRADE �' II E- rn N II F- �o oC w w + '-' w (n M Ln N rn I . O = _ = N + " Lu w h- Lu N � �-, ►-� 00 II p c6 11 0 11 z D • 11 a O z O O II II H H N p Z, ?>: Z ,--i r--r o0 (n Z H Z O II If ''' 0 0 =0 n S O W Ln ,� O m N a; n z z ai z o +2 = .� ,-i ,1 ,-� + W + w W + W w + STM CO#C5 STM CO#C6 n `r � �..� 0 d' 0 + 0O p Ln ST. MH TM CO#C1 No! � � v7 Ma �! o: f.r � Lu Lu 14 it � + � w w w EXISTIN GRADE + � � w w ,-, II U ,-� Ln Ln Ln N Ln °� `-' '-' 00 m o N a: .-4 � � .� � t't It ' N � 204 � 204 cv �Lu Orn ^ ^ ^ STM CO C4 STM CO B2 ST CO#B1 (n o rn 0 rn M 204ON N 204 rn II II II }- 11 - rn n' Zzz � � o � + wwwwl- Od' wH " ►-4 m �- S M MH #Bl Ln T--+ N o 6 PVC 6 PVC U � N �� D 034 D3034 +� . WAINNION 8 PVC „ 100. SLF 58.68LF Mollooft 0 PVC 8 PVC - . _ 198 198 G1 3034 D30 4 99.99LF 0 l0 PVC 6.99LF 43. 1LF S=0.50% 'y' u 198 rommommoommum m 198 3034 0.50% S=0.50% � � U OLF O PVC =0.50% 0 � 8" FVC 10" PVC-j D3034 u 6 PVC D3034 8" PVC D 034 D3034 99.9 LF D3034 10" P C 10. OLF =0.50% �I O Ln 0 47.83LF � D303 S=0.50% 00 LCA /o S=1.00 o S=1.00% 12� PVC D30134 793L 2 - 1��.X30��- 110 'No S 1.00/0 10" PVC 3034 49.97LF S=O. 00l0 ST RMTECH: 5 .16LF S=0.50% SC 40 CHAMBERS 00 192 S=0.50% 192_ S=0.00% Q 192 192 01\ , c STOR VI LINE B' PR VATE STORM LINEV - PRIVATE I" HORIZ = 30 1" HOR Z = 30' 1" VERT = 3' 1" VER 3' - - - - - --- 186 186 186 186 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 3+00 2+40 1+80 ' 1+20 0+60 0+00 216 216 216 216 REVISIONS: 216 216 CLASS B' GRANULAR BACKFILL CLASSWGRANULAR BACKFILL CLASS 'B GRANULAR BACKFILL Lu I-- I-- 210 210 z 0 ° 210 210 z Q - o .. ° D PROF uj ww= z w r.z w w f z z c _, U (n 1f o = ,1 0 i- PROPOSED DE z o _ cvo a ^ oc w- PROPOSED GRADE p O1 SOP 210 cm0 v 210 � o1. � z = moi. o m rn p co mZN W W � Z co Z y).N � �,4 NU '-' O ^ L 17, ~ IC5 O N : �(4 ,-i Z (n = W O r-� ,-i 01 Q I- ,01Cn (l� w - o = Ln N it �: EXISTING GRADE (n N rn '-' COON u u "9i�, pow g m _, oo," Z cy II n F. O w EXISTING GR DE u� o,r' p � N II E- 0 1- 14, 5� LY PROPOSED GRADE ..rn w 0 n z z . �� ,� o �' II 1- k6 11 Ln 11 yti O a• u,' = LY CA � g Ln M O = w oil D o z O ,� O DYER 11 '-' O 01 01 M N rwi rw-i m t0 (R N + '-' W W Uj Z max, O M H dt �nj rn *i rn 204 204 204 + ,-, ,,, w M a�-. L04 RENEWAL DATE: 6/30/15 TM CO#D1 STEEL B #D3 u � w o li (n i1 S ORMFILTER D1 PROJECT TITLE. N 0 o z w � EXISTING GRAD 11 it k. - 0 + z3 _ oo �z D 0woa 11 U Ln + �-, w: w O 204 204 N STM CO#861 STEEL CB#BB1 N t` Cn 6" PVC " 6.78LF 198 198 198 1 PVC tall 8 PVC ° 198 51.99LF 3 .74LF S=0.50°/ 92.42LF to S 0.50% =0.50% - zi 198 198 U (- L- c°°v $�� PVC 8° PVA 6' PVC 1 ,' PVC 71 PVC 60.80LF 034 ,1 C-740 TCHAM ERS -10" PVC + 6" PERF PIPE civ 3 3 .20LF S=1.000/ 41.76L 5 7LF 1 .GOLF --3 - R X30 S=0.0 =1...00% 5=1:00°/ 5 1.00% o STORMTEC S=0.00(to 06.47LF D3034 r g S" 0.00/o SC740 CHAMBERS =0.00% 9.27LF STORM M' LIN 'BB' ORIVAT 192 2o6.47LF 192 192 s=o.5o% 192 H 6 PERF PIPE S=0.00% 0 1" HORIZ 30 10" PVC D3034 1 .05LF cv 1" VER 3 61.61LF - S=0.25% J _ S=0.50% rz :� 192. m 192 a + 1 + 1 2 80 0 0 0 60 0 0 z m a STORM LINEW -D RIVAT STORK RM LI E D ONT. PRIVA E o S ML E A H a 1 H RIZ 30 1.. HORIZ 30 - a w a a, = " 1 VET 3_ 1 VERT 31' � x 186 186 -186 186: :2 9: 3`+00 3+60 4+20 4+80 5+40 6+00 + 2+4 . 3+00 3+60 4+20 � Z 00 0+00 0+60 1+20 1 80 0 o N N N c) kn O O .SHEET TITLE: STORM SEWER ti ti O O PROFILES M M aJ � DRAWN SHEET: JDJ A W PROJECT#:' 1403 C5 H - DATE: a a 7:11.14 1.4 en cn W) �o 00 s� ch 00 en. en kn C) LU c; "LA MANC 'HA,ESTATES". A A luj 12 10. 9' (5+l9i82,:8.-00'R. 7 7. 5 SAN CO#A.5 6 GR 203.61' r A ---------- IE`IN 195.92 (8" W) .4 4' IE OUT 1,95 92 (8" E) o+' 4�.i7 SAN CO#Al 100.00LF O'S"2.00% (6+02.90, 3 ........ 7.16-L) .................................... ....... ............................ ................... ...... ........... ........... ..... ....�- C D3034 SEE PUBLIC IMPROVEMENTS . ....... .......L.......... .......... .................... ......I......I-,...... .............................................. ............ ......... (4+94.81, 8.0.11 w I ....... .7.7. ..... .......................I...............................-.................. ....... ..................I... I =v .. * I......... .......................... ......... ......... PLANS ......................... ............... ..... ........ ....... ....... ..... ...... 450 BEND . .......... ............. .............. ..................... .........w........;..... . .......... ..... .... , , ,,,,v.7.,.,: ................ . ......................... ............. ........... ............. ...... ............... .. .... ...... 811 PVC D3034"..". ..................... ................ ............... ......... .................................... .. .. V., p...... ........................a...... ......... ...... .................................... 811-Pvc D303 16- )o ............. .:, .......... ... .. .........................................................1-.................. ...................... ....... ....... ............ ....... .................... .................................1-1........ ...... ...... ...................... ..:.::� : I I.... IV-.. :..: ............ ......... ....... ... ..x ................................. ....... ......... ............ ....... ......... .................. ..... . .............. ...... ....... ............ ............................................ .............. PVC D30.34. ..........................................".......l.....,.,..,.,.'l*.V., : . N. . A .....................................I.....I....... ................... A ............ ................ ......................:.... .. . . . . I .� .. I...... .............. ............. 4., .... . ... .. ....... .. ........ ...... ........ ............ ...... .... 41 ...... Lu .. ....... ........... ........ ............................. .. ..................... (4�8§.67, 13.14!R) -311 Pvc- .............. ......... ....... .........:.................*. .. .. . . .............. 0+50.98 8" WYE: .. . .................. ....... ....... WX3" WYE .................. (6+03.66,, 32.62 L) .......... ...................... ................ . ............. ........................................ ...... .... A .... . ................................... .................................................... ...... .. ....... ... 7 T PVC:D30 1 3 R f T 1 8!1 0+8,1.501.21,31'R) ........ (5+24.68, Zl.t34'K) 0+63.24 . . .......... ... ....... .... ............. ........ ......... SCHIEk PRODUCTS #GB�20 .... ...... SAN:CO.#A6. 3: ....... .. 4A �(6tOS.70: 20,.521' ............... ........ GREASE TRA T. GR-204.4a. m: ..... IE OUT 196..80.(04 ..... A .............. . .... .............. .... ....... IE OUT (Y W) ...... .44 ........... d 4184LF @ 8 2.00%, ..................... il i I -A I . "' ... . I . . . C) ........ ........................ 38.67LF @,S*19 60% -- -- ----- ... ................. ........... 39. PV 4" Lr) LOT 2 .0. I �98.50, 21.9 --4 ..... 7'k)l .............. ... . ..... ....... ...... . ....... V 3" PVC .......... p u . ... ....... .... . ........... .......................... ........ .... .... BEND ....... ".Vl".7-...' .............. ... .4 ............... ......... .............. ........ .... ......... ............ .. ...... . ............ ............ ............. ...... ... .... . .... .... . ....... �... el�, mAx ..................... ...... .... 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Lr) 46 CLASS 'B' GRf,NULAR BACKFILL uu ........... ........... .............. ......................... ..... .... .... .......... ...... ...... .4 6" PVC D3034... ... 2+46.37 SAN CO#A . . . ............................. ................. ................. .. .. ...................... ...................... ED * , R)........................ (8+10A7, 83 25'R) 4.81, 1.55! ............ . ........ .......... ........... -R) ................. .. ........................ (8+09.73, 21.26 .... ....... ........ ................. ...... . .. . . ........... ......... 0 .......... ........ SAN CO#A7............................ ....... ............. ........ ............... 4............... ........ .......... L . ........... ...... ........ .......... ............. 6"X4 WYE ................................ 'W* ...................................................... ............... ......... .......... w ............. .... ........ 0-�,,,G =204.77 ..... .................... ... UT = IE 0 19 ........... ... . L I -.0c .............. ................ ...... 7.87 (6" E) 2+71.,07 E) ....... "X6" WY WX6" WY 3 .. . . ................. 4 ... ....... L 8 .50LF @ S=2.00% 210 . ....... .... .......... ............ ....... .... 00 co ........... . .......... ...I *-o %-.- ....................... ...... Lu . ..... .... . ........ ....... ..(8+09.39, 0.231) 11 IL 6" PVC D3034 .......... ............... ........ co rN co M. -K) %-o ($+21.82 83.4Z z ............. 0) )o cq 01. I.SAN:+CO#A8 4!' PVC r-4 00 ,q, :3 oq ........ CA GR=204.40 Z . ........ c): 2.6 (4!' E) IE OUT 20 S of, ....... .29'.99LF:@ Si=2.00%, a........ . ..... z PROPOSEUGRADE 4-1 uj w ... .......... . . ..... ....... .................. 411 PV 34---J! . . ........ . ............... ....... C 0 W.Lu LLJ EXISTING GRADE . 7j . C ............ ........... .... ... . ........ .................. ....... ......... SAN C0#Al ............ ........ ......... ........ ... -...-** 'r u W; (8+2&.19, 65.6.0-R) ............ 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GR=204.06: ...... ............. 14 ........... ........... ........ ..... . ...... ... . ...... 221 B ..... .............. ....... IE-IN 2G2.06-(4 W) ............ 4-44.2 ............................. ............... ....................I I... .... ... i . --" . . I I vo /20 END-1 .......... ...............11......I............. . ............ ............... IE OUT =,2'01.89,,(4 E) 4 1+80.56, 10.10'R) .......... ................ mm� - 1 ... .... ......... ...........I................. ........ 200. , :...** . ................... ...... ................................... . BT.M .06 . .......... .. 3v ............. ............ 0 S:-2.00% .......... .................. ........ ..... ...... REVISIONS: 3+00 ............ ....... ............... PVC D3034 (8.+2.9:+31, 45,151, ............................. ........ 450 BEND ........... .. .............. ....... .. .......... ........ 198 IE* 201�68 + ............ ....... 32.77LF @ S=15.1.7. 3+58.61SAN CQ#A4 198 ne (8+90.80, 19L.50'R) .......... ..... ........ . . ........... . ...... ........ .... ...y ...... ---- .... ........... .......... ...... .......... ....... ....... ......... .......... ..................... ............ ............ ........... ..... ....... ................. . 8" PVC D3034. ........... ...... ....... .......... ...... . .. ..................... ..................... ........................ 112.24LF .... .......... 8" PVC.C.50 100 OOLF .......... .......... ........................I....... ............ 192 192 .. ...... ...... .................. ....... .................... . 8" PVC 113034 N ........% 81 PVC D304 ....... 46.37LF ....... + . i........... 100LF d� ..................... ...... ............. ........... .....:�:: S=1.00910 ................. .......... ..... ....... ....... ....... .... ....... ............. ... ........ . . ... ..... ............. ........... ................ ............ S=1.0(1% .......... ............I........ ... ............................... ....................... ....................... ........... ...... ....... - ... ............... . . ...... . ..... ................................... .............. -RENEWAL DATE: 6/80/15 .......... ..................................... ......... ......................... .............. . . ......................... .. .... ...... ............... ...... .............. ... ...... ............... ' T .............. ............... . .......... .. ......... . ........................ .............. ........... ................................... ... ................ ............................ .. ............... .... ............ ............................. SA LINE 'Jk' - PRIVA. 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W � � � m 152 Suites: 71 "I"- Suites, 57- "A"-Suites, +24 MC °� Z o� -P .. Z ►-3 y D ��aC p r- 0 13190 SW 68th Parkway, Suite 150 � 0 n r - °° z � .4 3425 Boone Rd SE `I"igard Oregon 97223 o oNA,V ] g a BONAVENTURE OF TIGARD � � o �° �'� `. � m � Salem,.Ore on 97317 tis & l . 503.968.6655 www.cesnw.com �,, Phone: (S03) 361-7153 15000 SW HALL BLVD TIGARD, OR 97224 r FN ` 1` � Senioar Housin FAX: (50) 588-3531 M v') •-- W [� kf) � � M M 00 d V-1 M i--, o en 4 CARTRIDGE LINEAR STORMFILTER DESIGN NOTES 4 CARTRIDGE LINEAR STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD VAULT STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(4). CARTRIDGE SELECTION BAFFLE WALL CARTRIDGE HEIGHT 27" 18" LOW DROP WEIR WALL RECOMMENDED.HYDRAULIC DROP(H) 3.05' 2.3' 1.8' SPECIFIC FLAW RATE(gpm/st) 2 9Pm/ft2 1 9Pm/ft' 2 9Pm/ft2 1 gpmtft2 2 9Pm/ftZ 1 9Pmlftz < CARTRIDGE FLOW RATE(9Pm) 22.5 11.25 15 7:5 10 5 O A INLET PIPE A ° FLOW 4 CARTRIDGE LINEAR PRECAST .w FLOW - - - _ _ _ -{ STORMFILTER DATA R� -� STRUCTURE ID Cl rI WATER QUALITY FLOW RATE cfs 0.067 4° 4 • a OUTLET PIPE PEAK FLOW RATE cfs 0.70 RETURN PERIOD OF PEAK FLOW(yrs) 25-YR #OF CARTRIDGES REQUIRED 4 FILTRATION BAY OUTLET BAY CARTRIDGE FLOW RATE 15 OR 7.5 m 10gpm MEDIA TYPE CSF,PERLITE,ZPG ZPG PIPE DATA: I.E. MATERIAL DIAMETER O SECTION B-B INLET PIPE#1 199.35 PVC 10" INLET PIPE#2 N/A NIA N/A' OUTLET PIPE 197.55 PVC 10" RIM 203.11, FLOW 0 0 0 LADDER YES ANTI-FLOTATION BALLAST WIDTH HEIGHT O / � N/A N/A � � V O X X X ACCESS DOORS NOTES/SPECIAL REQUIREMENTS: N V (SIZES VARY) �j N.T.S. (3)3'x 3'ACCESS DOORS WITH ADJUSTIBLE FRAME n PERFORMANCE SPECIFICATION U B B FILTERCARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW;AND SELF CLEANING. RADIAL MEDIA V ° .° A DEPTH SHALL BE 7-INCHES, FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS, 0 SPECIFIC FLOW RATE SHALL BE 2 GPM/SF(MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE ^ MEDIA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPM/CF OF MEDIA(MAXIMUM). Cid ° GENERAL NOTES ^ U - - 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 1'-101/2" ° 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH w (0 Lf)2 ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN ° -�° z THIS.DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. ° M W 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0'-5'AND GROUNDWATER ELEVATION AT, `r'a OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. l ' CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 06 INSTALLATION NOTES a o - 1. ANY SUB-BASE;BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND O �V N SHALL BE SPECIFIED BY ENGINEER OF RECORD: c , I 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER O 3 STRUCTURE(LIFTING CLUTCHES PROVIDED). m 6"SUMP 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. STORMFILTERJ FLOW KIT 4. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. o CARTRIDGE 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. z 6. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT.ONLINE. J o LL SECTION A-A CONTECH 4 CARTRIDGE LINEAR PRECAST STORMFILTER - „hs�M.,q..M ENGINEERED SOLUTIONS LLC StormFilterM` * www.ContechES.com PLAN AND SECTION VIEWS N 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 STANDARD DETAIL 01 800-338-1122 513-645-7000 513-645-7993 FAX 4 CARTRIDGE LINEAR STORMFILTER DESIGN NOTES 4 CARTRIDGE LINEAR STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD VAULT STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(4): CARTRIDGE SELECTION _ REVISIONS: BAFFLE WALL CARTRIDGE HEIGHT 27" 18" LOW DROP WEIR WALL RECOMMENDED HYDRAULIC DROP(H) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE(9Pm/sf) 2 gpm/ft- 1 gpmlft- 2 gpm/ftz 1 9Pm 2 gpnVW 1 9Pm/ft2 CARTRIDGE FLOW RATE(9Pm) 22.5 11.25 15 7.5 10 5 A INLET PIPE . A N o 0 0o FLOW 4 CARTRIDGE LINEAR PRECAST FLOW - - - - -- STORMFILTER DATA STRUCTUREID D1 WATER QUALITY FLOW RATE Cfs 0.132 • �a a ° OUTLET PIPE PEAK FLOW RATE Cfs 1.3 RETURN PERIOD OF PEAK FLOW(yrs) 25-YR �D PROP FILTRATION BAY OUTLET BAY #OF CARTRIDGES REQUIRED 4 CARTRIDGE FLOW RATE 15 OR 7.5 m 15gpm �G MEDIA TYPE CSF',PERLITE ZPG ZPG 8OP 9 9'-6- PIPE DATA: I.E: MATERIAL DIAMETER SECTION B-B INLET PIPE#1 199.57 PVC 10" N INLET PIPE#2 NFA N/A N/A OUTLET PIPE 197.27 PVC 10" r'p�q14, RIM 41 OYER RENEAL DATE: 6/30/15 202.77 W FLOW PROJECT TITLE: o 0 0 LADDER YES ANTI-FLOTATION BALLAST WIDTH HEIGHT N X X X ACCESS DOORS: NOTES/SPECIAL REQUIREMENTS: N/A N/A N (SIZES VARY) N.T.S. - O -�, (3)Tx T ACCESS DOORS A WITH ADJUSTIBLE FRAME a PERFORMANCE SPECIFICATION a B B FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA ° DEPTH SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. SPECIFIC FLOW RATE SHALL BE 2 GPM/SF(MAXIMUM) SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE MEDIA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPM/CF OF MEDIA(MAXIMUM). GENERAL NOTES 00 _ _ 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE: U 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 1'-101/2" �0 ° ^ 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH <` _ z W ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com F 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN ° z THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. N w 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0'-F AND GROUNDWATER ELEVATION AT, io W - � 1'-2 112" OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. v � INSTALLATION NOTES $ - 1. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND a SHALL BE SPECIFIED BY ENGINEER OF RECORD. E--1 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER �T 00 STRUCTURE(LIFTING CLUTCHES PROVIDED). 0 6"SUMP 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE: c STORMFILTER FLAW KIT 4. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR.J O' a CARTRIDGE 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. z 6. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. z al, o Aw o SECTION A-A CV40NTECHO 4CARTRIDGE LINEAR PRECAST STORMFILTER � a N ,,,sm.zyP4 oo ENGINEEREDSOLUTIONS LLC PLAN AND SECTION VIEWSStormFilter Z a www.ContechES.com rT� 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 STANDARD D E I,TAIL ►a a a S a 800-338-1122 513-645-7000 513-645-7993 FAX cq O O O C kn N O d' d' NN cq SKEET TITLE: ti ti STORM o DETAILS b b DRAWN BY: SHEET: Q JDJ W A 1403 PROJECT#: C8 Q a a DATE: 7.11.14 '