Loading...
HomeMy WebLinkAboutRenaissance Office Park L REVISdaNS ;BY -- EXISTING: PROPOSED: PHASE LINES T.F.V. PROPERTY BOUNDARY -'> - ` C 0 T F LETTER DATED V. LOT LINE ROAD CENTERLINE _ __ _-_ - - BUILDING SETBACK -- ---- ---- C O i F LETTER DATED 1 LEV. ' I ` ® UTILITY,DRAINAGE AND IRR EASEMENT - � 9/16/03 --- - ACCESS, DRAINAGE, &. IRR. EASEMENT--- - - EDGE EDGE OF ASPHALT _ LOCATED D I 9 g4 SE 4 STANDARD CURB&GUTTER �° 19 1/ SI'DEW KCURB Q 5 10 " WATER MAIN B"W ^..,,: 4, T. ,.' .. iZ STORM DRAIN MAIN IRRIGATION MAIN - -.--ta•1 -_:_- f2`L " .;.. . MN FALLS u NATURAL.GAS(UNDERGROUND)glm TELEPHONE(UNDERGROUND) T 2034M-' OVERHEAD CON OUR LINE WER LINE 0 WATER METER �"_ ^Ss-- {` I: SEWER SERVICE FIRE HYDRANT 0 WAFER VALVE slMANHOLEv CLEAN UT 2 --it .�- ,.�..-.-.,�- -- - - _-- POW RO POLE RISER�f 47 2i 1.32' ° L. POWER POLE ANCHOR a ® (])B]la STRUCTURE I IRRIGATION F,€�. .CdP.� F�g.E, Lr 3a, CATCH BASIN �' FFE.7�flYi - G,'1 �. �Fz1 SIGNH - DRAINAGE DIRECTIONAL ARROW �""�� 1 FIBER OPTIC MARKER(UNDERGROUND) � LOOT 7 M, 1� LIGHT POLE W Q x E LOT 2 - „„ LOT 3 k ,j• Y _ i LOT 4 DESIGN GRAPES SITE DEV€LOPMENT CIVIL ABBR€VIATION& to J- o r- ,._ W.41. Duos Tw Don IRR. IRRIGATION � m E (1?) <I>8) wnwwae •ou.wn D' -' N.T.S. NOT r�WALE 0�oG ro N41 m N N N D ADDROO A OP OVEftWF 3 P VE It L ____ <----a�. .: raP aF ASPIfA r •aoorr n �L U J a I \. CI3J Z )' _ _ - _ _ taGE aF mPwYr .w.ao G C.B. CATCH M P.U.D. PIANN€D UNIT DEVELOPMENT 1 f - a - - _..T. - - - - - - oa o Oe W.W 5ry CONST. CONSTRUCT RIOTS REQUIREMENTS Q n s ' Z �„.. .1. '• I C.O.T.F. CITY OF TWIN FALLS RI) ROOT DRAIN N b{ CONe. Wm CL CENTER LINE Y OD TOP OF RITE Z a ae o-: RIGHT OF wA �. v � -cw@ •�.�Pac CSA. COLLEGE OF SOUTHERN IDAHO RESIDENT WEDGE Z o o I le g r -- -1 ..,C _--- (N'kNr aF IXT.A rnc'E) EA EDGE OF ASPHALT SD STORM ORA1N Q +-o.� - o-i J FEE FINISH FLOOR ELEVATION i o r -- tom- .- Y' ..... _.- .._ _- -- - .,.-- -�--- -., -_- - -- ------ -- --- i - � --r T.B.D. 70 BE DETERMINED Pll(O-fl W r r' iof, r ��, i. \ I -R w FOC FACE OF CURB i,B.M. TEMPORARY BENCH MARK - I^i' r, C.O. FIRE HYDRANT FCC. TWIN YPI FALLS CANAL COMPANY 11 _. q G. GRME BRFAK 7Yp, TYPICALLLL l 1.1, , ,� 1 �_1 t 1_ ._11 l_�_J:�_ - I. IM... VG VALLEY GUTTER z POLE LINE RD. ------------ $ rg717"W ' Q05717 W S 005717 W I S 00'ST9T W _ ,+ 2 73' _-. 'e 2#76fi, ..r, ` ��1 I N '6611 `L I SECTION 4 - PR�Q.1NT a _ ` _-_-__ _ y_ - -_ -_-__-_ -_ - --__ N.C9LLEOE RO. 1 , ;' ---- - SECT{ON 3 .., 4 RE3 T L 2 � d e < TYPICAL RRMP%E DE(531. s, s:°• �9 �j a s s iU `vwi SHEET C 7.0 .. n.., - ---- - w FAILS AVE.W. � z ._ , - [It m p CIO A: ! ply 3 CI�P)�- <) �I ' �{ { A LOT fi _LOT m L07 LOT 7 L _.T it 1 / - SECTION 9 �. SECTION 1 f - a \ n sDN AVE.W. �7 - ---- --- �. - - L_ - -- - - - - -+- I �a- t * I 247.66, CTY OF TWIN FALLS,THE LATEST EDITION OF THE If .R�� + .... _ _ ..„,� F '"` •.. ._,7_ .. _. ._.:_ -,. . •. -.-- _ _ _- _ - 1. ALL CONSTRUCTION SHALL CONFORM N THE I LDC 921. IDAHO STD S. FOR PUBLIC WORKS CONSTRUCTION,TWIN FALLS COUNTY AND ALL OTHERAL 1 1H t I \ STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE,SEE SHEET C7 0 FOR SITE Q + F- + --�-------=-�_ -t --'d-- - + -+---=a-- F __, + - I I_ SPECIFIC DETAILS NOT COVERED BY THESE STANDARDS. -I J ;111111+00 12+00 13+00 ! 14+o0FILLMORE STREETi S-�00 16+00 17+00 „ 18+00 19+00 _ U -- --- - -- - -- - ' _--__ 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ LJ- �, OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH W W -/" -� cD f-- - SITE coNsrRucnoN �_ O Q N 0 T E: THIS WATERMAIN TO HAVE MIN. 42"OF COVER 0 CONSTRUCT 1000 L.F. OF PRESSURE IRRIGATION PIPE 3. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT (/� O U PER C.O.LF. SUBDIVISION ORDNJANCE. 0 0 COORDINATE WITH C S I &I 0 ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT OR REPLACE ANY MONUMENTS �J � SEE SHEET C3.0 DESTROYED DURING CONSTRUCTION, (,/� ° 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN W U ��c ps cal INGRESS SS ANHD EGRESS AND EXISTING SURFACES 70 PR01/{Df FOR PROPER DRAINAGE AND 1. - INGRESS AND EGRESS 70 SAID CONSTRUCTION ALL RADII ARE TO FACE OF CURB HORIZONTAL CONTROL ALL MATERIAL SAMPLING AND TESTING SHALL BE ACCOMPLISHED BASE STATION PT#600 5. SUBGRADE FILL SHALL BE IN LIFTS OF 8"MAX. DEPTH. COMPACTION TESTS ARE REQUIRED- Q (� J C A U T 1 0 N BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE A�_2 OB=3 ©=4' O=5' N 48750.49E 48972.80 ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREA 95%COMPACTION REQUIRED. Q THERE EXISTS A FIBER OPTIC CABLE ON THIS SITE MATERIAL SUPPLIER,APPROVED BY THE ENGINEER. �E= In' 0=20' H=40' 1 =50' INTERSECTION OF NORTH COLLEGE&BLUE LAKES CAUTION SHALL BE USED DURING CONSTRUCTION N=47410.53E 49953.29 6. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE TE THE CONTRACTOR Z EXTREME THE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REQUIRED: INTERSECTION OF NORTH COLLEGE&WASHINGTON(5/8) ONLY THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES N=47458.39 E=44889.28 AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR J- SOILS AND GRAVEL COMPACTION: NOT IN THE LOCATION SHOWN ON THE PLANS.THIS INCLUDES SERVICE LATERALS OF ALL KINDS. ASTM D 598, STANDARD PROCTOR VERTICAL CONTROL: MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND DENSITY OF SOIL AND SOIL AGGREGATE IN PLACE FIRE HYDRANT SOUTH SIDE OF NORTH COLLEGE NEAR APPROACH SPECIFICATIONS. SiTM D 2922, NUCLEAR METHODS. FIRE HYD#4047-2979 ELEV. =3666.87 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2) WORKING DAYS PRIOR '•3 i0 COMMENCEMENT OF CONSTRUCTION. CALL 'DIGLINE'PRIOR TO COMMENCING WORK. OWNER �+ # 8. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS Date: May 12, 2003 MALL ASSOCIATES,L.L.C. ° f &r FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS 934 FALLS AVENUE - Ssale: As Shown SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. -- ---83301 (SEE AIL SHEET C7.0 TWIN FALLS RRE DEPARTMENT TWtN FALLS BUILDING DEPARTMENT DEPARTMENT OF ENWRONMfNTAL QUALITY CITY ENGINEER SI7E ENGINEER Drawn By: TWIN FALLS IDAHO 833 (SEE TRENCH DETAIL ) ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THEEHM 2000 EDITION OF TI4E INTERNATIONAL BUILDING CODE. 345 SECOND AVENUE FAST 345 SECOND AVENUE EAST 601 POLE LINE ROAD SUITE 2 TWIN SECOND AVENUE EAST 621 NORTH ENGINEERS -' d- ZONING: R-4 PRO PARCEL NO. L TWIN FALLS,IDAHO 83301 TWIN FALLS,IDAHO 83301 TWIN FALLS,IDAHO 83301 1-2 FALLS, 7273 83301 TWIN NORTH COLLEGE ROAD SUITE 100 9. LANDSCAPING&LIGHTING(PLAN BY OTHERS)SHALL BE INSTALLED PER C.D.T.F.SIDS.&BPEC'S. Chk'd By SOIL BEARING CAPACITY=2000 PSF ALLOWABLE 1-208-735-7232 1-208-735-7288 1-208-736-2190 1-208-735-7273 TWIN FALLS,IDAHO 83301 10, THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS. REQUESTS Project No.: 0201.00 _ NEW BUILDING FOOTPRINT=APPROX. 97,096 SF(f) AREA ASSUMED. TO BE VERIFIED BY CONTRACTOR, NO CLAY REX CHAMPNEYS MARIANNE BARKER GREGORY T.MiSBACH CARY YOUNG 1 208-734 4888 FOR DEVIATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER. - - TOTAL SITE AREA =44Q096 SF(+) IMPERVIOUS: 306,129 x 1,6/12 x+95%= 38,776 C.F. OR NON ENGINEERED FILL BEARING SOILS ALLOWED. ��TT /r� y¢ (9T`Y OF TWIRi FA6.LS 'F=AL DAT7Ad E_HM_Job 465-02___ L'SCAPiNG: 133,967 x 1.6/12 x+20%= 3,572 C.F. FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR V � C®11Z �2y t� GS ISE LANDSCAPING REQUIRED= 44,010 SF(10%) PRE-DEV: 44G,096 x 1.6/12 x-35%_ -20,538 C.F. SHALL DETERMINE THE QUALITY AND COMPACTION OF IL•T ON F B 71. TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED LANDSCAPING PROVIDED= 133,967 SF(t) RETENTION REQUIRED= 21,810 C.F. THESE SOILS. - ALL FILL SOILS TO BE COMPACTED TO IDAHO POWER INTERMOUNTAIN GAS COMPANY Q-WEST CABLE ONE so BOLT 074 F PRIOR 70 CONSTRUCTION. 95%OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD P.O.BOX 8 687 BLUE LAKES BLVD.N. P.O.BOX 587 P.O.BOX 19ID EA TIIP FH OF RE Dn RSFGW 13d TOTAL PARKING SPACES=402 TRENCH: 1495'LONG x 3O'WIDE x 2.0'DEEP x 40% PROCTOR AT OPTIMUM MOISTURE AND PLACED IN 8"LIFTS. TWIN FALLS,IDAHO 83301 TWIN FALLS,IDAHO 83301 TWIN FALLS,IDAHO 83303 TWIN FALLS,IDAHO B3303 &�+'I'OF N 12. ALL WATER METERS TO BE 1 1/2"UNLESS OTHERWISE NOTED. REQUIRED PARKING SPACES=324 RETENTION PROVIDED= 3,588 C.F. 1-208-736-3227 7-208-637-6400 1-208-EMPER 78 1-208-733-6230 > A.... _34&516T /'c 1.0 OFF SITE RETENTION:CSI PONDS THE ENGINEER IS NOT RESPONSIBLE FOR ANY DEVIATION DAREN AMUNDSON GLEN LATTIN BRUCE KEMPER RON BURNS 13, ALL INFILTRATORS SHALL BE A MINIMUM OF 10 FEEL FROM THE BUILDING FOUNDATION 70 EDGE OF INFILTRATOR. 1i.J HANDICAP PARKING REQUIRED= 17 RETENTION PROVIDED= 18,222 C.F. FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED 14. OVER EXCAVATE SUBGRADE 6"AND STERILIZE NATURAL GROUND PRIOR TO INSTALLING PAVEMENT SECTIONS HANDICAP PARKING PROVIDED=24 TOTAL PROVIDED= 21,810 C.F. IN WRITING BY THE ENGINEER. : / NOTIFY ENGINEER FOR INSPECTION PRIOR To SACKFILLING. 15. All PRESSURE IRRIGATION SHALL BE INSTALLED PER THE LATEST ED@ON OF THE C.O.LF.SPECIFICATIONS PERMIT SET AS-BUILAND IN ACCORDANCE WITH THE C.O.i.F. DETAILS I-3 THROUGH I-7 R•EUISI S 1 BY PHASE Lm T.F.V. C.O.T.F. LETTER DATED I T.F.V. ------.-------4- C A U T I O N VIM'03 THERE EXISTS A FIBER OPTIC CABLE ON THIS SITE c o T F LETTER DATED T.F.V. EXTREME CAUTION SHALL BE USED DURING CONSTRUCTION 9/is/o3 o ;! NORTH COLLEGE ROAD - I �RE1 _ I r- - - O00 -- ---__-- - - --------------- - - -- -- - - - - -- --_ _- __- _:- --_ m_ - -.- "" ----- P i - - -- - --- - - - - -- -- - -- - ------- r 0 m ---.._ ----- ---- --• o INSTALL 2'WIDE SIDEWALK SCUPPER I N ".� PER C.O.T.F. DETAIL S-6 <o " _ QNST. CATCH tSIN `+''� 64.65 TC I' / 0,Y 1� L A N D S C A P I N G C.O.LF DEFAiL C-1 (41'P) 1. .; i p__ « L A N D S C A P I N G - W- -- 6400 64.5,C®C2 NSi. 8' WIDE x t'DEEP GRASSY J SWALE r0 CATCH RUNOFF FROM[712 \ E S.D. -.-- _. .-. 4 TC_. ,., ,� - .�.' t _.. _.. -. __ DELIVER IT TO Q ups 74 TC - -_ - NORTHECOLLLE E RD. U J 0 --�- " " INSTALL IRRIGATION SOX DE7AJLJ-1=7- `' PHASE 1 CONSi. LL n r } e PPffA5E 1 z -1k€STALL-C.N. PHAE t - CONST.2'SCUPPER` t Z o J C.0TF. DETAIL S 6 (TYP) t ,.. 24'- 2G' 65.18 7C - 66.45 TC' « --- _ I (TYP) (TYP) UvLERS FROM 7 REAR ARE TO BE �• Pti'ED AND STO,IF ' IN A INFILTRATOR o W 'E¢Eifi(L SH, C 7.0 TYP OF w 5 itFR &H 8 64.86 TC « «64.86 TC +' k 63.03 TC INSTALL 4"SEWER SEIIC C.O.LF. DELAi S 8 ct INSTAL 5.36 = 6. •< DETAIL LW WATER PHASEER P R C.O.T.F. ff5.07 TC 65 73 TC m n 'a EE ARCH DRWG'S OR _ 4 LA C DE7AT OF SIGN m CONDUI LANDSCAPING&LIGHTING .._... o CONDUITS W/APPROPRIATE SUSS. 'w '� DESIGN BY OTHERS m /' m ; o c� 65,40 iCC+ �' :� «65.42 TCC . ;8 ^+ ,� MH RE5 / EE ARCH DRWG'S FOR-, « DETAIL OF SIDEWALK i SEE ARCH. �i'S 66.0 - FOR PATIO CIE 11 .- ^t� -- _ 65.61 TC a G5.37 TC °' -. 01° a SEWER SERVICE PHASE L -. I I 20' I 24` I 20' 10'--.-; 2' 10'm--2©'-�- 24' ' i, GUTTERS FROM 7 FRONT ARE TO SE � I J � PIPED T "STQRM DRAIN PIPE ' -I-- -. - 6665 TC L� ' ` T`Fk'1 OF ALL BUILDINGS .-. : ' PdPE aLL RAF DSiANS ro o Q k RR RISER SEE SHEET C3.0 ." SrIXR7et fikirlN PIPE cn _ - 2'SCUPPER W O v 6J.Z_IC� TCDa rc fafi.8 T © _ i G 6."�.S�C� 667g & $4_ b 5.94 - _ _ - _ _ 6,02 T� 66.67 TC -- 6575 TC C 6 - SdDE K 'SIN®®® ORO yy : « IRR RISER SEE SHEET C3 O ' I O 24' A' _ Q 9 20' 0.14 Tc« r F _ - S 20 Q i ° (TYR) .32 ( ) z rc C� U) 66.13 iC ppp &.22 C 66LII TC�.. .40 T.. m v, CONST C&G C U.T.h DETAIL C 3 - v_. OR RELEASE CURB DETAIL � �' 6.4 C n R€PFIJAGNG ON DRAINAGE DIRECTIONfic. TA L � con T w � �. 66.7 TG� 66, IG. .'. _. 7 .19 t 1 E � 2 2➢' .6 7 86 TO 20' f C r Data: May-12_2D03 L77 As Shown TC.03 TC«.__.. *67.25 iC 757 iCDrown B.TC _ TC .. 767506732 TC 7.497 7 Y_ - - - -- I - TC *67.42 TC P oJe t V _ - 1.00 J at No 020 EHM Jab #465-02 - ® PHASE 0 10 20 0 9 PERMIT SET REWISM,5 BY PHASE LINES IT.F.V. C 0 T F. LETTER DATED'T.F.V. b�4 IL 8/P9f03 _ _y fib67 TC- 'u » 65.75 TC . �` 3 E T.F.V.R DATED © © O IRR' RISER;�E SHEET C3.0 �- 20' 66.14 TCa (T1xP) �: O E 66.13 TC�,. :� r-- c�"'n � � (TYP) 20' 7'5 TC T TC 6fi.. iC 0�.66 40 C .. �'a `v' C4AT.JAM TF Q€TAFL C-3 31 -p A � 6. 7. / c� 1 dN fJPREC37ON � � Bug A / 67„ rcl a cr _. 7: C i C 7 TC fib. - T E -' C 0 V T E - 66 97 TC'++,.. "'�67 05 TC F� Q W 1 20' 7.E6 TC 20' . --s C 6703 TCa ._..C..,,l -67.25 TC C 757 iC 1 .. 6b.G.3_ _. - 68754SJ �� a v �.fl5 C° I f T 9.48 iC 77 7 T ,667 TC�� I '0 67.50 TC -{- �7.32 TC 0 _ _ T d- 7 J "67 I ' , w - C) �T< I I I I I # W° TC �I0' 2.' .-10'-=' 6&67 T , r r- 4jMm. _ 67.77 TC! ,� � - 4' SEWER SERVICE PHASE i I ' a b7 TC UV'68:84 TW I f (0 a w I I a . I �-; G�I � 6s 2'SCUPPER r i I O B4�BTC - tf7.73 7C 67.41 TCC® 4Fi7 79 TC67 99 TC 68.OD iCb! r° 468.42 TCC h .� . 4.5'RAD �q -{� 4.5'BAD. � .67.$2 7C ` i i 6s.o4 Tc s6.9 0 7.51 TC `� m I SEWER SERVICE PHASE 9 = f 68.29 _ I MH RE - I I V w 67.67 TC 68.67 TC..,, 6E.31 TC 4 I --' 66.oa TC I T==j I � 67.74 TC Ga3 I - y C 58.3�71:/ '�i " 5�+1`,F76 TC`` C 2'SCUPPER W� Ip SIDEM+ALK CRO SING Q f I ... &8:.0 TC , 6& T - - - .64 i d fia.€a+iC ' � - - _ 6.D3 2D - L $ TC ao' e�9a is F� F �.', O 6&.43 7C•` 20' -- x. W C �`_: �0,.: I C C _.rJ,/ Q N 7 68.01-TC CD 68.52 C I 89 i 8 87 LC o �,:J J 7 I W O C, W 0 CD 6833�TC - 47 TC i4, 69. "'C I i��'\� / ° .55 T W C ?`� 20' ,` s' ,,, /., A,`^ 4(M.31 TC �. l `'�59.57�+ m�, !, -�,., 20' o Q m�- - �1 t SE ONE PHA Z Q PHASE TWOX. ----- '8.11 TC ..© S' 87 C C - - --- �� zi ` " s9e1 TC Tc o� 2'SCl1PPER 7 4 i _ � � Date: May 1$ 2003 Scal€: As Shown _-- Cl k'd BY- Al __-- Prajaet k. 020,1 00 AS-BUILTS PHASE ONE 4/28/05 �1� EWM Job 4G5 02-- AS-BUILTS PHASE, O 8/21/06 0 to 20 &9 PERMIT SET REVSRONS BY ------ PHASE LINES T.F.V. C.O.T.F. LETTER DATED!T.F.V. C 0 LE LETTER DATfD rT.F.V. -----ET -1----' HOWA EMAIL 7/1SIG5 I T.F.V. am TC fi 3 TC 0 l / 6B 4 9 O- 7:74 TC © " B FT6-T£ -� - C 2 €WALK ECROSSING STREET 1 PRIVATE 67�42 !C ���D B 30 TC 6. T ,686&iC �f?m-I . ' - - - I 6 'TC r T� +Rr8.03 , `0 SIDEWALK F77 m fff 68 - _- 20 ,y6"T.94 TC - -� ",O,- 68.43 TC!, -- G Apr i N 89°02'43" W ���� 3T I O �,T �4; � I m sB.o,-rc ea 52 TG 1 /� I O 70..37 TC o ri O N 89°02 43 W o � 238. 14'� ti 217.73' 16 �C .07 TC 92 C 6�33 _ I •' VJ _ D ` ( ` �� - 7 20 i z �r d6b.31 TC� 0 '� ,, 9.57 IC^ i 20' h -1- "m E - I - - I _ - PHASE ONE � _ _ � � -1�= -� - --- �- - < ----�---- -='��.;�: " - _ - PHASE TWO a � �- o T , I �i 70:�� r � � -t c - y.- ur MH � i - 11 TC 1 � 69.81 TC 0- Fri w - i 2'SCUPPER 0 4 I 01F I n �I i ti _,18 R` �-.r,� I 7144 TC + I I P,0' --� UTTERS FROM T REAR ARE TO BE � ✓� IPE➢AN1J STORE !N A VILTRATOR - C SEE DETAIL SHEET C 7.0 nP OF BID.�D'NGf 5 7HR 4�SEWER SERVICE PHASE 2- ✓ + 2 0 .:. .71.64 TWm .m CD o i O I -� 8 MIN. fi8.95 TC 2% X SLOP ANY DR 79.0, TC 71. INSTALL WATER METE ER C.O.T. 0 TSIDE 0 1Y 1 `�C DETAIi IN-1 PHASE Wig. ^�1 . _ &P q I N �, I w j ) .: - , ,/ o -�-2'SCUPPER \ m 5' MIS c�, / �- •� 68.42 7CC® 68 86 iC 69 04 TC V 0' TC= z71.42 TCC - I I � �.5 RA{3 O7 A�bro 71 , if I - _ - ( ( 6@.15 7C - �70.21 TC �� .-- --T --- DETAIL -�_, C 7.0 8'STORM DRAW TRENCH fl I I I SEWER SERVICE PHASE 2 � (TYR) I 'I' 1 I OI `.67 TC GUTTERS fV, TE FROVT Al1E TO HE z PIPED 0 5"S70RM DRAIN PIPE k 71.60 TC c 0 Cli }CAL OFF ALL$UILDiN 1 � O O O - 1 1 I a�°e I fi9.35 TC _ - - i' i O Q it I I w .,79.41 TC _ `O -.., PIPE ALL R(?OF DRAINS TO ..., I I .� i I II O �� 7 C _ STORM DRAIN PIPE I .' �® ',ry 70 64 ._.__ ..__ __. 7 T __-.. I�I j I�/' ,4 (�Pt!r✓_,.; O m n 7 TC' --.69.40 TC - `70.45 TC 71.3f TO 1 1 Bfl 74 Cd` a6B.74 TC o _ E ' O - f/ p y-tt a. E w68.7 7C 0 ,,O 70.41 TC- 20' E 2©' `\53 ',t' Q Q � .2_--C ' - -N 9 77 �� 4 68_87 TC - - _ - 70.00l TC'� 9 - -N 89°02 43 m N 89°02 43 W �` .' 4'"p�.l 4 P.(. � .. H ENCLOSURE SEE i r+7 71.19 TA TC -- '.. � ii� �--� rn ,A DRAiuIfUGS fdR'DFT fL m 7 .�. - -- I 238. 14 Ag 2170 39' G - 70. 6 TC 69 5o rc .. ��=✓ w' `yam 20' ��D D. 0 J I Date May 25, 2005 ' 69.55 TC INSi LL WA ER M ER P.R C.O..F. _ Scale_ As Shawn i I � �_ ' u I � ;. ` �, DETA W 1 PH95 2 - - , w F * __ _ _ N Drawn_By. ii ! c'b :, T �l - 7. _ .._ :.10 7C 1 2.5' Q� . 136_T 7.7fi i .__-_ Chkd By: _ -- / h + +CD 1 . ' ,. Q ':MH RE?' 77 79 T.0 INSTALL PHASE72 P .9.t�-� { Protect No 0201.00 O 19 IL 1T PHASE R PER c> T.F � I O �I � �\ Eh+M Jab #465-02 INST-ALL C.B. PHASE 3 \ c' 0 NE 28/05 d 01 TO 20 �Q AS-BUILTS PHASE TWO / PERMIT SET REVISIONS BY PHASE LINES _. IT.F.V. COTFLETTER DATED T.F.V. 8f 19/03 C.O.T.F. LETTER DATED?LEV. 9f}6/03 I � I .I I I I q GLITTERS FR THE FRONT ARE i0 BE y- .-. PIPED ,O$ STOIR, D#:iAvMA PIPE 67 TC 71 60 TC > °PPICAL OF ALL RaLDIN✓;S CD 1 1 , R r 70,41 TC �.: tt I Imo` PIPE ALL ROOF DRAINS TO �' 1�P 1 0 J a STORM D✓2AtN Pb�E 7.80 TC 'y69\4#S®iC 68: 7 974 7cs 6.9.74 T£.45 TC © \ C 71.13 T I f ! .. ':.: F'� IL.✓� W _ _ r I 1 I ! 4, 20' f 1,68.78 TC .O 70 41 TC+ 20' ` UI T 68.87 iC70.00•iC _'T C q o r �s :.: - OV ;'. I�O - - - - - - - -0-� � & sr \ C W N 4 P.I. N 89 02 43 4 4 P.1. m N 89 02 43 W 7 - WI E T . ENCLOSURE SEE m 71.1s TA �,._7 :4 is A q::. 'GS'FOR"DErA Ic„ > -10. W o � 238. 14 �� ���- �- - - - 217.39 -�= li.1s Tc 7 6 � \ u °E 1 3 T( � �Tc 0 6950 TC .��_��_� o Q E i ,0 D 1 T? INSTALL WA R M-ER P C.O. F p W m Z 2 Zo_i m { _.._ _. _. I 2.5' ., __. ___ : I � � !i .,.., CO 1 3S7S� DETA W 1 PHAS 71.7 T', C9 3 a w ( I . _. _.. M1 < IN FALL WAFER METER PER 69.U.: INSTALL C.B. PHASE 3 ::8. I � H RE 71 19 iC BAS1N PER C.O.T,F + INSTALL CATCH /j l! O O AGL W-i PHASE 2 \ I � \ff 7 1M _ DETAIL C i PHASE 2 �..,.. ! W '> : = IN L CATCH BASIN PER C.O.T.F - I DET C-i PHASE 2 INSTALL MAN PER C.O.T.F L DETAIL M 1 PHASE 2 SEWER SERVICE PHASE 2 ' 68.18 TC m e m C5-) " 5 71.67 TC I CS I •61,.37 TA 69.32 TA. •7a.28 to �'v I r I _ Q 4" 4YE42 SERC?I<CE PHASE 2 70.02 TC / U T c I (�) off" I I I a • I _ 7 T N o ; 77 68.42 TCC» }� �. ' f s 6e rA �.55 TA Q •70.50�a G 42 Toc , b I N o y, P71 '• cn I T ' o `, w � ,6851 TC � I I F- II Cl ) (20) I w 75� 69.55 TA'., •70.55�A v m � -- .68:67 TC I A o R w I 24� I I I 11 o TC MH £4 w - _ 69.74 TC c ' J - _70.20 rc - - - c' 8 zL 71.67 rc - - - - - - - - - Q 70 _ _ , 6911 TCa 59.57 TC• I 70.94 Te 71 39 TC f�`- - Q 238. 14 J 217. 10 1� v� I � `� INSTALL MAidHOLE PER C 0 i.F '� p t ! \� DEVELOPMENT PR01Ch EDSS SbUTHWARD DETAIL M-1 PHASE 2 S 8 ® 1 '®6"' E 459.24 J t+ t b V\Crr, LLJ Q N t, Date: May 25, 2005 Scae: As Shoran Drawn By, - -- a \Af Chk'd c _- I/ Project Ido 0201_00 EHM Job #465-02 PHASE ONE 4/28/05 PERMIT SET REVISIONS BY t m 52 7 7,,3,6 Oj-6 ,j­.,j o 'ZR- 7 t E v t�7 R 4E 3 a] t e­e � — .9 5 :-,� -uomW.nIaI , , t�=R En Eaxawo F� U5 ld PHASE LINES I TF.V. oOII ;t mr 0 3t U r-Ll LETTER DATED T.F.V. 18 0 E-1 zs ----ow 1419 03 d C.O.T.F. LETTER DATED!T.F.V- iE , - ,, " ZZ 2 1 ME Q, es T �g 16 RE T 2:L,2�5 lo �,5 ,'t� - �s 65 9116103 R 3m im g +, �6 cs +3 S� � dE a p 3 cs RE o w S2 13 E o c 0 Ll D 0 .0 CC' w E j Ul 0 R x -j EfE u _j 0, -zw -TNa 11 25 50 100 )011�7 77 w _ri N IT+0 w SCALE IN FEET+ +----------------------- ------------ 13+00 74+uuFILL RE STREET154,00 16+06 17+ 18+00---- ---------------- ---- ---- 19-koo ------------ \-14'AWWA C-900 CLASS 200 PVC IRRIGATION PIPE PROCEEDS SOUTHWARD ENCASE 10'EACH SIDE OF WATER CROSSING STA. 17+53.05 35.00'LT CURVE INFO C A U T 1 0 N INSTALL 4"A'0'TEE W1 1)ISOLATION VALVE R=250' STA. 17+80.05 49.86'LT. THERE EXISTS A FIBER OPTIC CABLE 0) IS SITE CHORD LENGTH=51,95' + INSTALL WATER METER PER C.O.T.F.DETAIL W-1 TANGENT 26.12' EXTREME CAUTION SHALL BE USED DURING CONSTRUCTION TWM - 67.40 �2 6 16 IIII 41 VI II II II II 11 II�v II II II II II II II II II II 3,670 3670 C) C-) NATURAL Of: UND AT CENT'RLINE TOP OF CURB LEFT o [ 14"C W CLASS XO Pf�WAiZ MPL ENCASE 9'EACH SIDE --- ------------------------ 0 ---------- Of WATER CODUING 3w 36155 Ez ---------------------------------------- --------------------------- ------ ----------------- -------------------------------------------- ----------------- -------- ----------------------J L------ -------------------------- 'ROSSWO W1 4?"OF COVER C I FILLMORE u-) --------------------------- ------- --------------- 0,WATER ------- ------------------ ----------------- ENCASE PRESSURE IRR. &CWT IRR. IN CONCRETE ----------------------------- oa-FIRE HID. GROSSING PIPELINE afYI)ND' 10'ENH SIDE OF WAT'R CROSSAGS (,n T�--12'STORN DRAW PIPE DCA8E 10'EACH SIDE OF WATER CROSSING CJ ENCA4 E TRWAITON P1- ED IN mil wAllo,mww. v4lff Mw LOCATION L655 WRF)'ENCINFER NWMELY PF JCT 3655 jLL Data May 12, 2GO3 A&BUILTS PHASE ONE 4/28 Sculk---_ As-S.h-own-_ TS Drawn By.Tw( 21 CO awd By: Project No.: 0201.00 EHM Job-#465-02 _ C 3.0 10+00 11+00 12400 13+00 14400 15+00 16+00 17+00 18+00 19+00 20+00 KNIT SET REVISIONS I BY w ^o ��t PF#kSE L"NES _ ITF.V. °-�' rncwa C.O.T_F_LEITER_DATED]i.FV. a�¢�ah=cdi "zoo z off "'¢ 8119103 COT.F. LETTER DATED T.FV. w"ow�o z.© c`,ac'f`i 'ov.®zw 9116103 U,X Z O c.�d Quly Z O � Z O hY r` Q Udi =a� (n ESE 0 V W J L::I 1 ..� ,}' o 10- 1 CIO 1 i s qp 1 1 r 1 S0�3i ��_ _ -_I_fi11� 11 C ( l ( IIL ; � �� l I=( - -- ; ; I W Q X - ll1 � IA Lu -� I � °� ----_ - ------- -r Q ?ms -I J�. ujLL LOT s gar 7 no —� QT'S iI u a aw r I , E0600 CEXTREME ION ° r EXISTS A FIBER 0�'TdC CABLE ON THIS SITE CAUTION SHALL BE USED DURING CONSTRUCTION � w NATURAL GROUND AT CENERLINE P OPOSED SEWER ENC SE SEWER AND STORM DRAIN PIPE 3fi70T1__PPOSED Pk.TURAL GROUND AT CENERLINE IN NCRETE PER (.07F DEWL --2 {J STORM DRAIN TO fEET SEPERATION REQUIREMENT' 3670 w d z STUB OUT 23.1 Z L.F. OF 8` PVC. SEW.E.� 3665 1 --.. SL = 0.63 Ac@. 3665 W� CW.T. 400.QA ,F. .: COY4ST..400 00 L-F• OF 8" PVC. SEM FR _ - Q.d'3.5 dam:... -WATER WE W W W W ®,4� A 8"DIA PERF TED STORM WER f".. SLOE 0. % 36&O 6C3N.L€T. 144.11 L.F. OF 8" PVC. SEWER W LL_ W E 0.d3 A.S. �— W C Q 3655 3655 U-) W U 6 - U CI) W Q Q W Q Q z W I Date: May 12, 2003- fi Scale: As Shown ` f tl Drawn By: -- - - Ch�VdBBy: 1�Pro ct No 0201.00 � _ EH-M Job #465- �t • x V7 UY��R� f/)U�=�d V1UiZti_ 10+00 11+00 12+00 13+00 14+00 15+00 15+00 17+00 18+00 19+00 20+00 PERMIT SET 7 8 8 1 Z--1� 25 14 m t tT,c� R� t�z�w R Es 7�-'2 tD w�'I t� �oo R tj 6aoc� REVISIONS BY w-M owcnz i�r p 16 it it 16- PHASE LIKES T.F.V. jE as E5 C.O.T.F. LETTER DATED T.F.V. -,ttt, 8/19/03 2 �2�E -a w C.O.T.F. LETTER DATED TF.V. ----------- C A U T 1 0 N VI to 9116103 CABLE ON THISSITE 03 1) UP CONSTRUCTION THERE EXISTS A FIBER OPTIC CABLE ON THIS SITE -T XE TPEM TI USED CEXTREME CAUTION=SHALL BE USED DURING Ell O —7— --------- 10 FF-1--87 F.F .Sam 71 72,00 ADC) 1,90 LOT I w n, ___J FI I 4 r ALOT2 r >bj< E z zol .LL 10 ------ 12t 1400 IN I------- �1�1100 19too to i--T w Al k-g vn 'n �-d &VME"W F:E E"T ih NATURAL GROUND A-CENERLINE OF —ENC4 E SEWER IN CCVCREIE PER C.Q.T.E.DETAIL W-2 P OPOSED SEWEE TOM SEPERATION REQUIREMENTS ENSU*E TOP OF tARR V PIPE IS 30�NBURY NA T RAI-GROUND A�CENERLWE OF----, LA? EWER HAS 6 CONCRETE SHRED FROM OP OF PIPE 3670 PROP OS 0 STGRM DWA 3670 EN MSE 12"STURA DRAIN&4"PRESSURE IRTICAtlIGN LINE IN OrRETE PER C. T F, DETAIL W�,1 TO*V 0 Wow RMA WATER LINE P OF WATEK-PPE IS 3b'i*SURY W DIA.STORM SEWER PERE PIPE EF6U$E'V FIRE HYD CROSSHV I A M BOTH PIPES HAVE 6'OF 66 WWt MiASUA,&I FROM TOP F PIPE. SEW R— J665 I � --!!n�LGPE 0.75ff. 3665 277. pvc, S&Z-R a_ (J - L.F. YF SLOpt L.F. _Qt,45T�,45 Qxf- a p—y, ENCASES SEWER­­MNC0NCRfTE PER C.O.T.F,DETAIL W-2 To �LPENATfON Ruguws 3660 MEET M mg ENSURE If P ME.Is 30"WN;WRY 3660 AND SEWER HAS 6'OF O CRETE MEASUKD FROM TOP IF PIPE, w C� I C) U 0 3655 3655 CD L-Li AS-BUIL PHASE 0 I TV 4/28/05 AS-BUILT PHASE 0 /06 < Date: May 12, 2003 Scdc: As SbGwn Drawn By. lis 6: Project No.: 0201.00 EH;M Job #465-02 � q�, X -i I 40 11 I] it It �!11 It 14 4,t I 9 = L60 &0 Fz + Sc) It +> +5>, wo �z C 5.0 a 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PERMIT SET REVIS§ONS I BY �w w>.v� czi rr3a �� z�woo esi i --- --- - as -- K—� a- .� J �w " �'w w ` y"J`zzaa d��o xo ��I�� ¢o P,`kASE LINES 7F.V. CO_IT.LETTER DATED Ii.FV. C 0 T.F_LETTER 047ED�T F.V. F, ` o r<- g c„� z ci © c¢.`t o a:© Q w o¢w "" 9116103 43 ck z w a w 0 � I I El L . 7f00 3£+ 39+00 00 41+00 42+QO 43+00 p o NONTH COLLEGE ROAD W / I STA.39+80.61 NORTH C LLEGET I STA. I I O J-1 ro E EQUATION STATION EQUATION STATION J m STA.39+80 61 NORTH COLLEGE RD. - STA. 10+00 76 NORTH COLLEGE RD. _ Z<d 10+Q0,00 PRfV Ft DRIVE W.. Z01 ©4 Iff 10 CAUTION : ` THERE EXISTS A FIBER OPTIC CABLE ON THIS SITE EXTREME CAUTION SHALL BE USED DURING CONSTRUCTION ® 1 c i ti . +yp I 3fi70 3070 J U C� ?' CC3NST. 19.00 L.F. 12 PVC 3T4M 0 30 V- WJ STQRM 0' 4N P§f:E 3L 0.4711. LJJ LL- �-- CONST. 18.57 L.F. - 12" PVC STM D-303... 0 Q STONRA DR=NJ PfiPE SLO E 0.471%366 -5 NORTH COLL GE ROAD CONST. 7.4 F. 1 PV 'S M D-303 36 5 W O U STDRM D IN PIPE S'L. = 0.479 e;: W � U U-) EXISTING DITCH 14"IRRtl AT10N CROSSWIt SEE SHEET C 3.0Z cn HIGH IIATER ELEVATION IN DITCH O 3650 n Q APF'�X 59.50 [{ ^, 36$0 �,OiI ST. 4^0.99 L F. OF 12 PVC A-STM D 3034 � � Q S 0 afl,,N P7E'.." SLbPE - .471% ST ,M.DUIN PIE SLOPE = 0.471% Q V�-CGbST. 108.00 .F. OF 12" PVC ASTIA 0 3034. CO ST. 72.52 L.F, OF 12" WA C-900 CLAM 2530 EXISTING 16". TER LITIE CR SS1NG STO M DRAFN PIPE SLOPE 0.471% W 305 PVC ST€xRM ORFH` PIPE SLOPE. _ EA*ISE IRR 4#1' OF CROSSI 6 IN _ 3655 ` +NL`RETf le'Rkg 6 RDTTOM OF PJ IF Q POT HOLE A AtT PRdQR FO.BEGINNFNG CO TRLICTION AND VERIFY DEPTH OF EX!^ E 16"WAMN{u N NOTIFY ENGINEER 1MAR'DIATELY n IF ELEVATION YF TOP OF PIPE IS GREATER THAN 56.90 PT as s+ Date_May 12, 2003 © RO �? AS JILT A Scale As Shown Ell w 19 R DrGwn --- o m 8/21/06 CChk'd By: x .o " o ° r Project NO 0201.00 ammo �®- --- EHM Job 465 02 �,Qwq vn I! �1+ r*7� ^�MM �aM�6+i& o<i�Mm M W2MM yMM �aM M hl�J I ii h- �S9N ry"� '�I�-II II �T VI fIMM .y.c�PoMM N �vU- I it ��11 II ��` IIM II x zdzw0 + z 60 1,4 O©�S vU9 I I i vFpza+ 0Vp-2 iv- a aAvap —._. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 PERMIT SET 2"PLANTMIX PAVEMENT III—III COMPACTED BASTO E AGGREGATE REGATENSITY �6^ 1/z"RADIUS REVISIONS BY 1/2"BASE AGGR. LANDSCAPING PHASE LIMES T.F.V. 2"PLANTMIX PAVEMENT COMPACTED TO 95%MAXCTED TO.DENSITY NOTES: C.O.T.F. LETTER DATED T.F.V. 2"—3 4"BASE AGGREGATE 3'WIDE xBGR DEEP ADE CDRYWELL W/ 95%MAX.DENSITY PAVING 1.BASE OF CURB 70 REST ON COMPACTED FILL. 8119103 �. _— COMPACTED TO 95%MAX.DENSITY 1.8.5 —3"WASHED AGGREGATE C.O.T.F.LETTER DATED T.F.V. "PERF.PIPE BETWEEN CATCH BASINS 2.SACK FINISH EXPOSED SURFACES. ' 6"— 1 i 2"BASE AGGR. WRAP TRENCH W/MIRAFI 70OX—6 oz. 8 a 9�16�0J COMPACTED TO 95%MAX.DENSITY GEOTEXTILE FABRIC OR OTHER APPROVED 3.TO BE USED AS RELEASE ONLY — SUBBASE—COMPACTED TO 95%MAX.DENSITY BY ENGINEER 4.MAY BE SUBSTITUTED BY RELEASE CURB ° CONTRACTOR TO ADJUST GRADES ACCORDINGLY NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT 3/4"AND 1 1/2"BASE TO BE CRUSHED GRAVEL TO TRENCH �qx DRAIN CITY OF TWIN FALLS STANDARDS&SPECIFICATIONS. RENCH llJ'A AIN DETAIL � •' TYPICAL PARKING LOT SECTION SIDEWALK TO FRONT DOORWAY. MAX SLOPE 1:20 WITHOUT HANDRAILS N.TS. WHEN WITHIN 5'OF DOORWAY MAX SLOPE=1:50 ANY DIRECTION STANDUP CURB DETAIL A1TS MAX SLOPE OF RAMP IN NEW CONSTRUCTION =1:12 MAX RISE OF 5"WITHOUT HANDRAILS OO CROSS SLOPE NOT TO EXCEED 1:50 2-0 ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS 6" 1'—, 5 RESERVED BY A SIGN SHOWING THE SYMBOL OF ACCESSIBILITY 1"R o (SEE 4.30.7 OF 28 CFR PART 36) M W LB,111 - SEE ARCH.DRAWINGS FOR SIDEWALK DIMENSION AND F--p11/4"R 7'TYP,--ICONCRETE COLORING D011/2" ^ 6"THICK HEADWALLS \SEE ARCH DRAWINGS FOR WIDTH DOWPJ 9'TYP.FOR 1 H.C.ISLE OWN SLOPE SIDEWALK AT 1.5%(TYR) RIP RAP DITCH TO DIVERT WATER INTO HEAD STRUCTURE [ fA,i 1/4"R. &TEXTURE 6'MIN. 27'TYP.FOR 2 H.C.ISLES C O Q n o �2 BACKFLL HEADWALL TO 95%MAX DENSITY •�W oI N 14' IRRIGATION PIPE C W Q x E 51Wo1U Compacted 3/4"or°o 1$2" ELEV.=67.50 — `L gravel base to bottom f trest N section \ m E 00 9'TYP. 0 0 O ELEV. 64.85 / 5 O J TYPICAL RELEASE CURB DETAIL ' / = r_ W Q M E a 4"THICK CONCRETE FLOOR •III W Z W r N N.TS. BOTTOM OF DITCH TO MATCH T Z 00 ELEVATION OF FLOOR 1� Z N a LwWFaw `108"WIDE PARKING SPACE TRANSITIONS FROM RAMPS TO WALKS,GUTTERS,OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES 108'WIDE x 20'LONG PASSENGER LOADING ZONE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50(2%)IN ALL DIRECTIONS M48" .•{ I ITYPKAL SEDWALK RAM DETAIL IRRIGATION INLET STRUCTURE II - z TOPSOILso N.T.& N.TS TI` o w TO 3"WASHED AGGREGATE rL m N 24. r 32' Right—of—Way 32' Right—of—Way I�O� NEAP TRENCH W/MIRAFI 700x—6 oz. m GEOTEXTILE FABRIC OR OTHER APPROVED 24'F.O.C. 12'ASPHALT i BY ENGINEER STANDARD INFILTRATOR W/ n END CAPS PIPE BACK GUTTERS TO INFILTRATOR Standard Curb Face of Curb BUILDINGS s THROUGH 8 TYPICAL TWO PER _ &Gutter, Left Flow Line _ BUILDING a Vr Lip of Gutter VOID SPACE �.--2.. 4'1 2:t TYPICAL INFILTRATOR DETAIL 5'WIDE SIDEWALK N.TI.S 3"PLANTMIX PAVEMENT 2"—3/4"BASE AGGREGATE THICKENED EDGE REQUIRED COMPACTED TO 95%MAX.DENSITY PER C.O.T.F. DWG. P-1 FK 9"—1 1 2"BASE AGGR. COMPACTED TO 95%MAX.DENSITY U SUBBASE—COMPACTED TO 95%MAX.DENSITY � 02" w SOON LLJ T r r .T. — U 2'-6" 3 3'-0" 3"2'-8" L� w 54" 24"CAST IRON FRAM&COVER B 1" 0 Q TOP VIEW 7" 2-7"No.4 bars CONCRETE RISER RINGS TO NATURAL GROUND A /A each side welded 8 —5 -6 3" 3 to angles w (f) T JT 2—<s 3 1/2"x 3" Q 48" i Lip of Gutter x 1/4"x 1—5 N� 37 I�-33" J T2"INLET 67" 9" 12"OUTLET 1/4"Thick eteel plate 2-12"No. 4 cars 2 Bars 3 1/2" QQt 042 Form 1/2"wide x 1"Deep Slot each side B 1/4"x 2'-6" SECTION A—A F 4L35 n Box full height Detail C PLAN Welded to angles N.T.S. `sq Phi Notch Angle iro top to allow 1 4"Thick steel late �I"Of 3" 3" for a/ pee /• P removal of 1 4"steel t 1' Dia.Weep Hole N.T.S. N11�. Z LLJ SIDE VIEW Center Line of Box-- 6" 1" 6,�2-12"No.4 bars 6" 7 3/8" Top of curb 6" 1_ 7 3/8" HS-25 TRAFFIC LOADING D"I C Lip of gutter Flow line T 12" TYPICAL I� GAL SAND �L TRAP1/2"Di.. Lifting hole 1"fromPl top Varies Date: May 12, 2003 1/4"Steel ate NTS. Scale: _As Shown / Flaw Flow Drawn By: _ 1"Dia.Weep Hole eet to NOTES: Chk'd By. same elevation as incoming pipe 1.The outlet pipe shall be placed as directed. Project No.: 0201.00 Fp— 2.Pipes may enter or leave box from any direction. Trowel smooth EHM Job #465-02 SECTION B—B ELEVATION N.T.S. N.T.S. STANDARD SPECIFICATIONS 401 AND 4D6 CII'TR STD, CH TI CII i PbASRN C 1 WITH 6' THIICK, BAFI FLE �rppr�II ---- AS-BUIL°TS PHASE ONE 4/28/05 AS-EUIL S PHASE TWO 8/21/ PERMIT SET