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HomeMy WebLinkAboutPlan set 7" c "' n LO 0 N "' 0 0 N ....._ m ....._ '> u ro 0> u / u u 0 [ " 0 (_) ro 0> u / "' CJ>. 0 0 0 ~ !') u . Q, 0 Q_ -::: > 0 aJ -' ~ / u CONSTRUCTION PLANS FOR ~ CON TRACTOR TO POTHOLE TO DETERMINE LOCATION AND DEPTH. WHEN GRAD ING, ER OSION CONTROL AND STORM DRAINS GL ENWOOD C OM MERCIAL -PHASE 2 GENERAL N OTES: CONNECTING TO EXISTING LINES, VERIFY SIZE AND MATERIAL OF PIPE. CONTRACTOR TO COMPlETE All POTHOLES PRIOR TO STARTING CONSTRUCTION AND PROVIDE A REPORT TO THE ENGINEER 1. THESE PLANS ARE FOR GRADING, EROSION CONTROL AND STORM DRAINS ON SITE AND DO NOT INCLUDE ANY DETAilS FOR CONSTRUCITON OF IMPROVEMENTS IN THE COLORADO DEPARTM ENT OF TRANSPORTATION (COOT) RIGHT OF WAY. REFER TO TH E ACCESS IMPROVEMENT PLANS FOR THE GLENWOO D COMMERCIAL PROJECT, 2550 COLORADO HIGHWAY 82, GLENWOOD SPRI NGS, COLORADO FOR DETAILS OF ALl WORK IN THE HIGHWAY RIGHT 2 . OF WAY. 3 . THESE PLANS ARE SUBJECT TO THE APPROVAL OF GARFIELD COUNTY. ALL CONSTRUC TI ON NOT SPECIFIED IN THESE PLANS SHAU BE IN ACCORDANCE I'IITH THE GARFIELD COUNTY STANDARDS AND THE COOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATES T EDITION . 4. CONTRACTOR SHALL TAKE ALL MEANS REASONABLE AND PRUDENT TO PROTECT SITE DURING CONSTRUCTION FROM EROS/ON AND DISCHARGE OF SEDiMENT LADEN RUNOFF OR I'IINO BLOW FUGA TillE DU ST. A STORMWA TER QUALITY 0/SCCHARGE PERMIT FROM THE STATE OF COLORADO DE PARTMENT OF PUBLIC HEALTH AND EN\i!RONMENT, WATER QUALITY 01\i!S/ON, SHALL BE OBTA INED BY THE CONTRACTOR. CONTACT THE DIVISION AT (303) 698-3517, FOR THE LATEST P ERMIT REQUIREMENTS AND APPLICATION FORMS. EROSION CONTROL AS DEPICTED ON THIS PLAN MAY BE USED AS A GUiDELINE FOR THE PERMIT, HOWEVER THE CONTRACTOR SHOULD ADD TO AND/OR AMEND THE PLAN TO ACCOUNT FOR CONSTRUCTION SEQUENCING AND DE TERMINED NEED FOR ADDITIONAL FACILITIES. 5. PROTECT ADJACENT SITES FROM DISH CHARGE OF CONSTRUCTION GENERA TED RUNO FF OR CON CENTRA TED FLOWS. A.D. BVCE BVCS CA TV co CONC CM P DIP ELEV EX FES FG FT FH FL G ALGEBRAiC DIFFERENCE BEG IN VER TI CAL CURVE ELEVATION BEGi N VER TIC AL CURVE STATION CABLE TELE\i!S/ON CLEAN OUT CONCRETE CORRUGA TED METAL PIPE DUC TI LE IRON PIPE ELEVATI ON EX /S TING FLARE END SECTION FINISH GRADE FOOT LEGEND OF ABBREVIATION S LP K MAX J.fH MIN NTS OVH PC PROP PVC PVI /NV RCP ROW SAN LOW POINT SIGHT DISTANCE VALUE MAXIMUM MANHOLE MINIMUM NO T TO SCALE OVERHEAD PROPERTY CORNER PROPOS ED POL YVJNYL CHLORIDE PO/NT OF VERTICAL INTERSECTION INVERT REINFORCED CONCRETE PIPE RIGHT OF WAY SANITARY SEWER V>I..VE EXISTI NG COUNTY OF GARFIELD, STATE OF COLORADO MARCH 31, 2006 A POR TION OF THE NORTHEAST ONE QUARTER OF THE SOU THWE ST ON QU ARTER OF SECTION 22, TOWNSH IP 6 NORTH, RANGE 89 WEST, OF THE SIXTH COUNTY OF GARFIELD, STATE OF COLORADO. VICINITY MAP 1" = 1000' SITE AREA = 4.19 AC ± LEGEND OF SYMBOLS PROJECT CONTACTS INDEX UTILITY REFERENCE PLAN DETAILS DETAILS CA LL U TILI TY N O TIFICATION CENTER OF COLOR A DO 1-800-922-1987 CAL L 2 B USI NES S DAYS IN ADVANCE B EF OR E YOU DIG, GR AD E OR EXCAVATE FOR THE MAR K iNG OF UND ERGROUND MEMB ER UTiliTI ES. PROPOSED ~ ... ~ CIVIL ENGINEER: JLB ENGINEERING CONSULTANTS GEOTECHNICAL: HPGEOTECH STEVE PAWLIK CO NTOUR (1') PROPERTY LI NE EASEM ENT JAMES BLANKENSHIP, PE 5020 COUNTY ROAD 154 · ··· · · ·· · EDGE OF ASPHAL T 918 ELDORADO LANE LOUISVILLE, COLORADO 80027 303 .604.1634 GLENWOOD SPRINGS , COLORADO 81601 970.945.7988 STORM DRAIN WA TE R SANI TARY ElECTRIC GAS S T MH/ FIR E ~~~~~~~~~~ HYDRANT -w )I ---s---•• --....__MANHOLE DEVELOPER: PRINCE CREEK CONSTRUCTION HIGHWAYS : DAVID HICKS COLORADO DEPT OF TRANSPORTATION MIKE SMITH HP FIRE HYDRANT FLOW LINE GAS HiGH POINT INCHES STA ST/L STATION STORM LIN£ GUY ANCHOR '-~~~.-:;. .. __ ,· (•,.:; ~-~-~.,··--···--·· OVERH EAD 1317 GRAND AVENUE, SUITE 101 GLENWOOD SPRINGS , COLORADO 81601 970.945.4545 222 SOUTH 6TH STREET, ROOM 100 GRAND JUNCTION, COLORADO 81501 970.248.7231 IN 10 EOA ESMT EVC E EVCS HP LT DATE INSIDE DIAMETER EDGE OF ASPHALT EASEMENT END VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION HIGH POINT LEFT BY TB T.O.P . TYP UGE w 10-YEAR 100-YEAR THRUST BLOCK TOP OF PIPE TYPICAL UNDERGROUND ELECTR IC WATER 10-YEAR WATER SURFACE 100-YEAR WATER SURFACE REVISION DATE APPV DATE ···· --$~~-~-~~!~-~---·· i ...... ~~~-~~-0)-··· TE LEPHONE -De LIGHT POlE/PEDESTAL ~ RUNOFF ~ PEDESTRIAN RAMP A'1'. ... :; ......... }, ................ Jt: ............. FENCE SIGN (AS NOTED) <t SEC TI ON MONUMENT />. SURVEY CONTROL PO/NT ©• AlUMINUM CAP 0 PIN & CAP (AS NOTED) ., REBAR (SIZE AS NOTED) JlB PROJECT NO. 1098 SURVEYOR: DOMESTIC WATER AND SANITARY SEWER, ELECTRIC HOLSAN SURVEYING RICH HOLSAN, PLS 4773 214 ROAD SILT, COLORADO 970.876.2947 CITY OF GLENWOOD SPRINGS PUBLIC WORKS DEPARTMENT 101 WEST 8TH STREET GLENWOOD SPRINGS, COLORADO 81601 970.384.6400 PREPARED UNDER THE DIRECT SUPERVIS ION OF JAMES LEE BLANKENSHIP, PE COLORADO REGISTERED PROFESSIONAL ENGINEER NO 30736 FOR AND ON BEHAL F OF JLB ENGINEERING CONSULTANTS SHEET NO 1 OF 9 0 .0 0 :il 2 Q. <D n C> N N <0 0 u N "-"' "- 0 c 0 u "' c m X u a) "' u 0 [ [ 0 u -'C [ U) ro "' 0 / C> "' 0 0 0 ."! u 9, 0 ' " / > 0 m _J ' / u .---~ ./ Oitf>7/ilt'it !iibff RIM """" 58{}7}[8 iN/'?!<.! -\ fN'-/ tXir -\ ' ' ' ' / / '· \ ' \ \ ' ., ., '· z .. ' ,. •, ' \ ' ' / ............ -........., ' "·"., '':: \ ·, \_ \ ' \ ' ' .,_ \ \ \ ' •, \ ' --"\]- ·, ' .... (r . '1, ' ' '· \ ' \ I ! i l \ ~ i j ! i \ ; ! ! ' l . l \ l ' ' /I ' ' \ ' ' :' ~! ~­-..:.. \ ,;-:; ~ I / I i ,. ' ' ' I '·· ' / ' ' I ' ~ r~l ' ' \ ' f .. ,.....,i ' ' I ' \ ' ' ' ' ' \ \ \ I ' ' f \ \ ' \,~ ' '> \ ' \ """-.\ ' ,/ \ ' ' \ ' \ ' ' ' ' ' ' \ \ ' \ \ \ ' \ ' \ ' \ \ ; ' ' ' ' \ \ ·~ "'' ""' ' \ ' \ .,_ --,..., ', ''-. i \ ' \ ' \ \ ' \ \ '. \ \ ~ i ' . ; \ i ' ' ' \ \ ' \ " --- 15"17 '00 " w A 102.47' 0 ' i 100 0 100 -----scale PORT ION 200 feet ' ' f OF SE CTION OF THE NORTHEAST ONE QUARTER OF THE SOUTHWES T ON QUARTER 22, TOWNSH IP 6 NORTH, RANGE 89 WEST, OF THE SIXTH COUNTY OF GARFIELD, STATE OF CO LORADO . ,· ... Jo· 30 0 30 60 ----SCALE FEET Civil Engineers 918 ElDORADO LAN£ lOU/SYil l£, COLORADO 80027 PHON£: 303.604. I 634 FAX: 303.604, I 674 Oesiqn ..W Checked ..W 0 0 < c.:: g 0 u Lo. 0 Lo. 0 >-1-z ::> 0 u > Q. Q. <( w =o V1 V1 '--z 0 V1 > w "' >-m (/) >-z ~ _J =o (/) z 0 u '-" z "' w w z '-" z w m _J -, @ ..w ..w Date A/ARCH 3!, 2006 Job No. 1098 0 - SHEET 2 OF 9 SHEETS " .0 0 u < N "' CJ 0 N "-m ''- / 0 u " [ [ 0 u .c [ ul m m 0 / "' G 0 0 0 u . t,J, u o_ / '5 u w ~ ~ / u ·;-,;: .. ;,-. • ··.> .--.,·:··. ,,_ .. I I I ·;:; " I / I • ! . ·. / .. ' I -~:~};H ,·;<: '"' "''~i<JLL w ~-r :·-i ~ .. i~i<:.=!hC :;-Uf ~;,::::.:-;<' :2:::- (";~- ; ' . . ' ' ;:' . . ' : ''';! / ··'( . ' /:' -'!'/ ~) ''>-: . • • . . •• !/ :!'I -~,.;-_ , ....... ~>; ·--/ I I / !;) r;(l / / / 102.8' c,j !I; 20 PRop£ R!y LiNt: ~z~--.---­-;y 1"=20' 0 20 40 ------SCALE FEET \ \ 2" TAPPING SADDLE AND CURB STOP VALVE PER DETAIL ~"-..v .. (N) 22-1/2" 11-1/4" ···< CALL UT ILITY NOTIFICAT ION CENT ER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. UTILITY PLAN LEGEND EXISTING ---==::::::.:--.......... ---::::-~ ...... sao0 -_ -- ~!it""""'.l/-~ :-~ _,.,.,,w,-.-w""""..-n.l/?..w.-'Ld_,__., --~-~£ -----~~~-~~ .. --~-, _ _, CONTOUR (2 ') PROPERTY liNE EASEMENT PROPOSED ~se00 _ - EDGE OF ASPHAlT FlRE EDGE OF CONCRETE .~~~~~~~~~~~r HYDR ANT STORM DRAIN THRUST WATER W ) ~ BLOCK WATER ----W-----~ (TB) SANITARY -----S ---~\___· ELECTRIC -----E GAS ----G MANHOLE Civil Engineers 918 ELDORADO lANE LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 FAX: 303.604.1674 0:::: w f- zz <(w ....JUN O...._JC() <( W->-UU<( zo:::::3: o::::W w:::!:I U...:::!:<..? wo:r: o::::u 0 >-oo f-oo _J ol"i f-:3:: ::Jz w _J <..? 0 0 < 0:: 0 --' 0 u ..... 0 ..... ,...... < ,...... Vl . 0 --' ..... ..... 0:: < (!) ..... 0 >-,...... z ::> 0 u w !;( 0 > n. n. <{ w 0 (f) (f) '--z 0 (f) [;'j (1:: >-m w !;( 0 (f) f-z >3 0 (f) z 0 0 (:> z (1:: w w z l'l z w m ...J ..., @ Design Jl.B Drown .LB Checked JlB Checked JI.B Dole AIARCH Jl, 2006 Job No. !098 D-!098.J SHEET 3 OF 9 SHEETS u.. D "- 0 .Q 0 0 < N "' 0 0 N " "' " u '5 u "" "' 0 / u u " [ E 0 u "" E "' co "' 0 / "' "' 0 0 0 j I f ) !' /• / / .... --: .-r , -····j' / i:,l ..... / :j(_,,,. ·.)· : ' j ' '···· / ,. / ! ........ /-""' ·" ·I <1 / /'... / .1 <I ' -.., [~: (.'-! ,. ; ~-. ' ,. ···J ' ' / ' I \ ' / / ,.~/ ' . / ,,·-,I ' ;'. / / // / / / . I . 1 --....... / / / / / ! / / ' ' I ' / / / \ ' / / / / / ··· . ..,_ // / \ \ \ ---~....J-----·-· -·:-:-.. <-~-::-~----- // /~ -------/ I / / I / / / / / / / / \ i i i ><:: ' ! ! >< I I \. GJ i""'" £. DRAINAGE PLAN LEGEND BASIN BOUNDARY - - - - -HISTORIC -• -• -• -PROPOSED CONTOURS (1') (EX.) (PROP .) CATCH CURB Q) CURB AND V-PAN ® CURB @ PROP. STORMLINE ---== ...... /'_ .-............... ,..,..----::-~ -=--= 5800 GATE VA LVE STD FH ---iF-'\~.1'----~)t, ASSEMBLY EX IST. WATERLINE EX IST. SEWERLINE EX IST. OVHD. UTILI TY FLOW DIRECT ION DESIGN PO INT HISTORIC DRAINAGE BASIN AREA A<;, SITE DRAINAGE BASIN BASIN RUNOFF SUMMARY BASIN AREA ID {ac) A 0.53 8 0.95 c 1.51 D 1.01 E 0 .18 F 0.01 Q, (cfs) 0.6 0 .64 1.87 <0.1 <0.1 <0.1 PEAK SITE RUNOFF 2.79 TOTAL SIT E AREA 4 .19 ac DETENT ION SUMMARY 0.. {cfs) 1.32 1.63 3.91 1.30 <0.1 <0.1 7 .54 Q,., {cfs) 1 .61 2.04 4.71 1.74 <0.1 <0.1 9 .34 BAS IN BAS IN ID POND ID VOLUME (cf) WSEL INVERT (ft ) (tt) Q,. RELEASE 25-YR {cfs) CONTROL RELEASE A 8 c 0 E F A 8 c N/A N/A N/A 901 1,171 3,038 5872.0 5868.0 5884.0 5881.0 5896.0 5891.5 0.57 1.03 1 .63 OR IFICE OR IFICE OR IFICE N/A N/A N/A 0.57 1.03 1.63 1.30 <0. 1 <0. 1 <0. 1 BASIN D IS NOT DEVE LOPED, THEREFORE NOT DETAINED. BASINS E AND F ARE ALONG THE EDGE OF THE DEVE LOPMENT AND AR E NOT DETAINED. ~zr-.---- -;:;:t 1"~30' 30 0 30 60 ---SCALE CONTOUR INTERVAL ~ 1 ' Civil Engineers 918 ELDORADO LANE LOUISVILLE , COLORADO 80027 PHONEr 303.604.1634 FAX: 303.604.1674 0 Cl <( IX g N8 C()L... 0 >-I-z ::::l 0 (,) w !;;: 0 w => [/) [/) " z 0 [/) GJ 0::: >-CD w !;;: 0 [/) !z ;:; ....J => [/) z 0 0 0 z 0::: w w z 0 z w CD ....J ...., @ !ksiqn .1.9 Drawn .t.9 Checked .llJ Checked .1.9 Do le A/ARCH 31. 2006 .lob No. !098 0-1098.3 SHEET 4 OF 9 SHEETS "-0 "- UJ Ol 0 ,; m 0 ~ 0 •• o' 0.. -:::: ·;;; u m _J -, / u \ 5sro '· EROSION CONTROL SYMBOLS SILT FENC E @ INLET PROTECTION 0 STRAW BALES @ DATE BY --o ..... -----0>---o---0 \ ·-·--. .. , . ..... ' ' \ ' . \ ' -,_ \ \, '. \ ' REVIS IO N \ / / \ \ '- ' ' ' i 10-~ \ ' /{ : ' ' \ ·, ,_ ., //!2. ( j ! . '--............. __ -, .... 0> l() ' ! I I : / ' ' APPV ~-~---· DATE .} .. \ ' ' ' Design .LB CMcked .J.B Drawn CPS Cllecked .1B Date MARCH 3!. 2006 Job No. 1098 D-!098.3 ' '• \ \ S18 ELOO LOU ISV I RADO LANE PHONE · ~~3 COLORADO FAX: . 303 . 604.1 634 .604.1674 80027 5916 _/ ! ! ! Civil Engineers ---.:_. ·----. ·-~-- --.-.•. _ ·--.. :. ·--. \ \ ' ' IB _;:r --· · ·- 6.19" -~,_,!--: ~ ' ' \ ---...... i.-~-- I I _,......·' \ 59 '\ 8 \ \ \ \ \ \ \ \ ___ __.~ ':,.;"' ................................ _ / I \ ,,; f, \ " ;· \ I / ./ DETAILED t I \ i \ \ 19.3J - ~------~ .... ,_ \ ·:r-··· . -~---- -'. I ' \ \ ! \ \ \ \ \ - :-'--- I , ~\ \~\ ·, "· \ I \ 5920 \ \ \ '·, \ ' ~ ----- ,._ . ·-. ,-·····-.. '. .. ':·,,..-·· /""-:~")-.... __ / :'-''·, ·, '-' " -•· .,_ A' 21 .3) / ~-~ '"--.. '2 7 .&2. ''······ ., ·--. 21.90 -.. , '• ., / ·--, ., ,,..._ __ / / 2 1.79 ·- 5922~-------~1 ! ; ! ' < :: ~-:; / / -~~-?: "• ·--" / / • ! '::/ G; •:.'-. ,-·. -... '. ' ' ~ r-./~ \ :; ----··· I : ! / f GRADING AND GLENW~~~slgN CONTROL PLAN STATE OMMERCIAL COUNTY OF GA HIGHWAY 82 RFIELD, STATE 0 F COLORADO \ \ \ 10 - PANEL --0 - /' -..... r.t, \/'~ ./ ,' ; ,r•·' /"" i ~ /I \~ , • ..,,0' 10 I - SHEET 5 / / I \ rr/ \ \ / 20 feet OF 9 SHEETS ro N "' 0 0 N ' en ' " "' -o "' en 0 / " 0 " E 0 u ro en 0 ~ / 0> 0> 0 0 0 0 .0, 0 c_ / ., () rn ~ ' / u ', ·-.. ···~- ·-•-.. ···---. ··---- --. ..,_ '• ·' ..... ~ ' ' ' (''') "\ ·-' '· ' ' '· ·.,_\~ 5911 '· \ ···' / . / (, I. / f / i ----- ' ' ·. ·•. / ' ' \ / / / \ ' \ ( / ... // / ,/ .- : f / / ' ' l / / / / /,.. / / ( / "' ' \. \ ' ' / \ \ -•·"' ·-. _ __.. ...... / ' ·. ' ··---.. , .•. ' ' ,f ! ' ' ' / l . \• 10.1l0 ..._ _( \ ' \ ' ' ' ,, ·--~-- ' ' ' / ' ( / ( / ' ' ' / \ / I / ··-,-.. '· \ --~---:. .. -· --~-----·····--. \ •" \ \, ;. ~ ----. ... \ ,N ,_ C]) ' ll) j ' \ ,. ' ..... -· i I ' ' f l ~-t~ ' '· ( ' \ /"''-"'\ / <. '· __ ., .... \ \ \ ' / ( \ \. Design J.B Drawn CPS Checked J.B Checked J.B Dale !.lARCH 26, 2006 .,, r--D-A_T _E --r--8-Y--~--------------------------------------------~----~~--~~~~~-~_M_a_f_O~----------~ REVIS ION APPV DATE D-10983 ' ' i i / / H.69 918 ELDORADO LAN[ LOUISVILLE, COLORADO 80027 PHON£, 303.604,1634 FAX: 303.604.1674 ' '" •' 59~,9 . :':-.... .. - Civil Engineers .:52.00 -~--~-~ 59~cv 21.7B ~-"'~ ·----y-----' -·-····· ------ 18.JO ... _' -·· ··, ·-, ·· ........ ' '\. ... ....... - ---··" 20.90 ----------· -_,_,_!~ 6 .,19% . \ ' EROSION CONTROL SYMBOLS ,•' - SILT FENCE -o----<0)---(01---· @ INLET PROTECTION STRAW BALES """""" ~~-@.~$) - ' ' \ ' -------- \ '• ' \ _,_.. . .- SEE GRADING AND EROSION CONTROL NOTES ON GRADING PANEL 4 ' \ I L. '· .,, '·· '• '• - --., ___ _ DETAILED GRADING AND EROSION CONTROL PLAN GLENWOOD COMMERCIAL STATE HIGHWAY 82 COUNTY OF GARFIELD, STATE OF COLORADO . ---~- ... ··, ' ' ·., '• . . ··~------ -~----·· \ \ , "=1 0' 10 0 10 20 -----scale feet PANEL 5 SHEET 6 OF 9 SHEETS 0 .0 0 ·a < N <D 0 0 N '-. 0 "- 0 "' D U) 0 0 / 0 0 u , u f rn lXl Q 0 / Q m 0 0 0 u .Q, 0 ~ Q_ / 5 () w ~ ~ / u _/· ' .. - ,-· '· ··-..... \' EROSION CONTROL SYMBOLS SI LT FENCE -o---<0 0 @ INLET PROTEC TIO N STRAW BALES \ ·-.... _ ·-._ ·-..... __ '· ........ 10.52 •. ·., ' \ ; \ ' \ \ ·-----10.9 0 ·- \ ··-. ' I .... \ --------. ; ' ··--... .... J i < ' ... ~---~- / / Design .liJ Drawn CPS Checked .liJ Checked .liJ Dote A/ARCH Jf, 2006 ~-0-A-TE---r--B-Y--f----------------------------------------------t----~----~~bNa W98 REVIS I 0 N APP V DATE I-D::-_----1c:og,-:-~=-.3--------t '· \ .... ~ ·-···- \ ' _,..,.1 <, ! ... __ / ·-.. ____ _ ·--... _ ,, _\ 918 ELDORADO LANE LOU ISVILLE , COLORADO 80027 PHONE ' 303.604.1 634 FAX ' 303.604.1 674 J "'-..._, i I 19.50 f ·' ! ; J ' \ I \ ·' ' . ( . v ·"'' ... - --~----. .. ···-- ! / \ ·---. / / / I I ! / /"···~ / I \ I I I Civil Engineers j ! ) r ! f ,, I ; } ·""" -· / / ,; / / / ,• / ' ' / / / / f ! -------· / -~--- _/" _/ / \ -, __ I ·--.._ ·-... __ / ~-~- / \ i ( ' --~ .. \ . , ·--.......... / / / 10 0 10 -----scale SEE GRADING EROSION CONTROL ON GRADING AND NOTES PANEL 4 20 feet DETAILED .-<'"•· -~-~-_, .. · ·--~-... ,.-''" .. ,_ ·-..... __ I ! -.......... _ ··--._ \ ··-" \ ..,\ __ _ . ..._ ___ _ \ •, --... _ -... ''-·-. ..... _ "'··--.. PLAN GRADING AND EROSION CONTROL GLENWOOD COMMERCIAL STATE HIGHWAY 82 COUNTY OF GARFIELD, STATE OF COLORADO -., .. .,...--···. ·--... -., ...•. ---., J2 .00 ..... --- PANEL 6 SHEET 7 OF 9 SHEETS 0 D 0 "0 < "" "- "' 0 "' 0 N "' 0 0 N ' 0> ' 0' • u N .c 0. > u ro G) 0 / 0 '- 0 u ' Vl "' "' 0 / "' "' 0 0 0 ~ NLET WITH GRATE I:J 0 STRAW 8"'-'c..>-- WITH 2 STAKES PER BALE CD COMPACTED SOIL INLET PROTECTION NTS CROS8-SECTION OF PROPERLY INSTAl I ED HAY BALE ORA MNG SYMBOL I STRAW BALE NTS 1. Set Posts. 2. Excavat e a 4" x 4" Trench ups lo pe along the line of uprights. 12:1 RAMP AND FLARES ATIACHED WALK TOOLED JOINT SPACING TO BE 10'-o" 3. Attach Filter Material to posts or insert Sewn Pockets over posts ond extend i t into the trench. 4. Finished section: 4" X 4" Trench LIGHT DUTY PAVEMENT SECTION BASE COURSE t.tA'TlERIAL TRAfflC AREA LIGHT SECTION HEAVY SECTION ALT A B c A B c Wooden or~ Steel Fence Posts min. t /Filter Fabric, Attach Runoff 4' WIDE MINI MUM TEXTURED SURFACE DRAMNC SYMBOL--() 0>----<0>----CD SILT FENCE NTS HEAVY DUTY GRADE / PAVEMENT SECTION / ,---ELEVATION PER PLAN GEOTEXTILE FABRRIC WHERE REQUIRED BY SOILS ENGINEER PAVEME~TT AGGREGATE BASE COURSE 3 6 3 . POR'TlLAND CEMENT CONC - PAVEMENT SECTIONS NTS TOTAL 9 ,,. 6 PEDESTRIAN RAMP NTS PAYEMENT NOTES AND MIXES 1. THE UGHT SECTION SHALL BE USED UNDER ALL PARKING STALLS. THE HEAVY SECTION SHALL BE USED AT ALL OTHER LOCATIONS. 2. ALL SECTIONS SHALL BE PLACED ON COMPAC'TlED SUBGRADE PER THE REPORT. PAVEMENT DATA WAS PROVIDED BY HEPWORTH-PAWLAK GEO'TlECHNICAL, INC ., GEO'TlECHNICAL CONSULTANTS, IN A SUBSOIL STUDY FOR FOUNDATION DESIGN, PROPOSED COMMEROAL BUILDING, GUENWOOD COMMERCIAL, GUENWOOD SPRINGS, COLORADO, DA'TlED FEBRUARY 28, 2002. 3. PAVEMENT, SUBGRADE, AND PREPARATION SHALL CONFORM TO THE REPORT. 4 . REINFORCE CONCREIT PAVEMENT, A MINIMUM OF 6)i" THICK, SHALL BE PLACED UNDER TRASH RACKS AND AT LOADING DOOR RAMPS TO BUILDINGS. 5 . ROAD BASE, WHEN USED, SHALL MEIET COOT CLASS 5 OR 6 SP ECIFICATIONS. COMPACT TO 95:0: OF THE STANDARD PROCTOR PER ASTM 0698 WITH LIFTS NO GREATER THAN 6" THICK PR IOR TO COMPACTION. 6. ASPHALT PAVEM ENT MIX DESIGN PARAMETERS (SUBMIT FOR APP ROAL): MARSHALL STABILITY 750 MIN MAR SHALL FLOW 8 -16 HEVEEM SABILOMETER 37 MIN SWELL (HEVEEM), IN. 0.03 MAX PERCENT AIR VOIDS 3:0:: -5:0: :0:: VOIDS IN AGGREGATE 15:0:: MAX ASPHALT CONITNT +.0 -7.5:0:: BY WEIGHT OF TOTAL MIX 7. MI XING AND PLACING ITI<PERATURES FOR ASPHA LT PAVEMENT SHALL BE PER COOT. I<AITRIALS FOR PAVEI<ENT SHALL I<EET GRADING S OR SX PER COOT. MAXIMUM LIFTS FOR ASPHALT CONCRETE IS 3" AND SHOULD BE COIAPAC'TlED TO 95:0:: OF THE MA RSHALL DENISlTY PER ASTM 01559. 8. CONCRETE MIX DESIGN PARAME'TlERS (SUBMIT FOR APPROVAL): TYPE I OR II CEMENT 28 DAY COMPRESS IVE STRENGTH 3,250 PSI MIN 28 DAY MODULUS OF RUPTURE 650 PS I MIN COURSE AGGREGATE 467 COOT FlNE AGGREGA'TlE 50% MAX BY VOLUME MINIMUM CEMENT CON'TlENT 470 LBS/CY W/C RATIO (MAX) 0.50 BY WEIGHT AIR ENTRAINMENT 5% -7:0:: SLUMP 4" ±1" FlBERMESH REINFORCING 1.60 LBS/CY 9. CUT CONCRE'TlE JOINTS WITHIN 24 HOURS OF CONCRE'TlE PLACEMENT. SEAL ALL JOINTS WITH APPROVED CAULK AND ALL JOINTS AGA INST THE BUILDING WITH FlLLER AND CAULK . SURFACE TO LEIRANCE SHALL BE PER COOT. Oesign .LB Orawn .LB Checked J.B Checked J.B NOTE: THIS IS AN OPTIONAL SUBSTITUE WALK WHERE CURB ONLY AND WALK ARE SHOWN AS SEPERA IE ITEMS ON THE PLAN EXPANSION JOINT AND SEALER WHERE ADJOINING A BU ILDING REFERENCE ELEVA TION R-1/4" ON TOP OF CURB ~ TOOLED JOINT of--t-1'-t 2% <TYPICAL> #3 REBAR ~~~~~----~====~~~~~~~------l---1 2' SPLICE LENGTH 4 <> PAVEI<ENT SURFA CE 6" BELOW TOP OF WALK _...../ UNLESS OTHERv.lSE NO'TlED 12" (MIN) CURB FAC E MATCH BOTTOM OF PAVEMENT SECTION a· .4 .d ~ ~ 45" SLOPE 1. PLACE CURB AND WALK MONOLITHIC TO LINES AND GRADES SHOWN ON THE PLANS. REINFORCE AS SHOWN ON WALK DETAIL OR USE FlBERMESH. 2. THIS SECTION MAY BE SUBSTITUTED WH ERE CURB ONLY IS SPECIFIED ON THE PLAN AND THERE IS AN ADJACENT WALK. 3. FACE OF CURB AND BACK OF WALK SHALL BE FORMED. CONFIRM LINES AND GRADE PRIOR TO PLACING CONCRE'TlE. .-4" CONCRETE PAVEMENT FINISHED GRADE - 1/4 .. I FT (UNLESS OTHERWISE SHOWN) '-6x6 W2xW2 WELDED WIRE FA BRIC THICKENED EDGE WALK NTS 1/8 .. JO INT SEALER CONFORMING TO ASTM D 1850 OR 4" FOR WALKS 8" FOR RAMPS AS NOTED CONCRETE WALK SECTION FED. SPEC. SS-S-1401 1/8 .. --'"- . .•. ·:4 1/8" R · "4 ' ~ ~ ~-~ ~ 1 ., • '. : , :•.... . .. .L..-U _.. . .. -.... · .• ·•· '4• . . . . :.·.~··: :.·~:··::··· .. CONTRACTION JO IN T . .. '' . . '-----PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D175 1 OR 01752 EXPANSION JOINT CONTRACTION JOINTS SHALL BE PLACED AT MAXIMUM IN TERVALS OF 8'. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 50'. ·-·· •. . ~ .. ··. . . . . ·. . ·.. . . . . . • .. · •.... b I -- 6" 4" ;~ ,4 ~1"R ~ \,12:1 --~'!L.~. =. ~ .. :::. ::: .. ~,::'.:t:'ic> ~" ~)~\{.:~ ·~ >; i: . . 1:-6. .I CATCH (j) 6" -1"R I. 1 '-6" . i SPILL ® CURB AND GUTTER NTS • PAVEMENT CDOT CURB TYPE 6 BITUMINOUS CURB NTS EMBANKMENT OR FILL SLOPE .. --~ . . . ~ .. •. ~-.. .· . . . '• ~ . . .. . . . . . . . .... -. . . . . . . . ..._ . . ... . . . . .. VERTICAL Q) DRIVE OVER CD NTS CONCRETE WALKS NTS CONCRETE CURB SITE WORK DETAILS SHEET 0"/e A/ARCH 3!, 2006 918 ELDORADO LANE LOUISVILLE, COLORADO 80027 PHONE : 303.604.1634 FAX: 303.604.1674 Civil Engineers GLENWOOD COMMERCIAL PHASE 2 3000 HIGHWAY 82 8 r-------+-----~---------------------------------------------+------r-----iJwN~ w~ DATE BY REVISION APPV DATE ~--------------~ 0-1098.2 COUNTY OF GARFIELD, STATE OF COLORADO OF 9 SHEETS "-u c._ Q "' 0 D < ' 0 u 5 u "' 0> 0 / u " ~ u l [ 0 u "' "' 0 ./ "' "' 0 0 0 ~ " .<!1, 0 ('_ / ., m -' > / u ~--------L--------~ / NEW STREET SURFACE AS SPECIFIED, 6" MIN OR MATCH EXIST DEPTH ~·;_,~·~-:~~\:(-~~-~·<~~~-~:· ~-:·_~ -~-~. ':' ~:: ·~: -:'·'i·~ .. --..--=---;:""--~---. ~:·;~ ~~\:~.> --~~/~ -:·. FOR TRENCHES GREATER THAN . c c LoMPACTED BACKFILL .~ -OR FLOW FILL, SEE NOTE~ 5 FEET IN DEPTH, SIDEWALLS SHALL BE SLOPED AT 45.ANGL E OR SU ITAB LY BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKER S AND THE PROTECTION OF OTHER UTILITIES WIDTH • ~ COVER AS SPECIFIED AS REQUIRED BY OSHA. '----SEE BEDDING DETAIL AT RIGH T TYPICAL TRENCH SECTION NOTES: 1. PAVING SHAL L COMPLY WITH THE DETAILS ON THESE PLANS . 2. MINIMUM COVER TO BE BELOW OFFICIAL STREET GRADE. 3. MINIMUM DISTANCE BETWEEN EDGE OF TRENCH AND EDGE OF ASPHALT, OR LIP OF CURBLINE, SHALL BE 3 FEET. 12" MIN BEDDING ZONE TRENCH WIDTH PIPE MINIMUM IAMETER v.lDTH 6" 1 I -6" 8" 1' -8" 12" 2'-o" 16" 2'-4" 20" 2'-8" 24" 3'-o" MAXIMUM v.lDTH 2'-6" 2'-8" .:5"-0" 3'-4" 3'-8" 4 '-o" GRANULAR EMBEDMEN T MATERIAL 3/8" -3/4" WASH ED ANGULAR CHIPS 1--TRENCH v.JDTH 0 0 0 0 0 0 0 'i -ll~ 0 r--· 0 0 111 1]1 -1 1 1 ~ I -UNDISTURBED n SOIL 4. REFER TO THE SOILS REPORT FOR ADDinONAL TRENCH AND BACKFILL REQUIREMENTS. I I --'------.----.,,.f-tll '1= 0 =rT 0 0 "T=-=rr!=. __ -rT.,.,\, 0 .,.,..;O 1111 111 : ~ :II_! I 11 _111 Ill. 1 1 __ 111, I I--IPIIJE SUBGRADE 5. REFER TO THE SANITARY SEWER TRENCH DETAIL FOR ENCASEMENT DETAILS AND REQUIREMENTS. 6. F OR BACKFILL LESS THAN 2' FROM FINISH GRADE TO TOP OF PIPE, USE CDOT FLOW FILL. V,4 Mi:~ROD . FOUNDATION MATERIAL 2" BELOW BELL IF REQUIRED WH I CHEVER IS GREA TER BEDDING DETAIL STORM DRAIN TRENCH NTS ,..-------, ELEV: 5824. D "' ... 0 i:: , TRASH RACK AND SCREEK v.JTH 2" OPENINGS DEBRIS BASIN OUTLET NTS L D ...... -··· ··: . 9" OF SAND/GRAVEL BEDDING PLAN 2: 1 CULVERT ID OUTLET -----'-ws 6" TO 12" STONE PROF ILE WORD (It) 6" w L (It) w (It) 6 6 Yt T (It) 4' PERFORATED UNDERDRAIN TO DAYLIGHT @ 1.0% MIN OPTION 1 ENGINEERED BLOCK OPTION 2 POURED IN PLACE/PIERS / / /\_ UPPER CUT BANK ED CAP STONE ELEV PER PLAN FINISH GRADE PER PLAN STREET UNIT CORE FILL (J/4" CRUSHED ROCK OR STONE) 8" THICK REIFORCED CONCRETE FOUNOA TION #4 012" E ACH WAY PER FORA TED DRAIN DISCHARGE INTO STORM OUTLET BASE LEVELING PAD NOTES: 1. THE LEVELING PAD IS TO BE CONSTRUCTED OF CRUSHED STONE OR 2.000 PSI± UNREINFORCED CONCRETE. 2. THE BASE FOUNDATION IS TO BE APPROVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. \'<lOTH: 18" *DEPTH : 21" 8" CAP UNIT KEYSTONE STANDARD UNIT FINISHED GRADE\ 64 ~ 12' GRID LENGTH r-- 1 f---t----c-~-------APPROXIMATE L EXCAVATION LINE --------~L---1---l RE INFORCED UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD MINI CAP UNIT \'<lOTH : 18" *DEPTH: 10" HE IGHT: 4" *wEI GHT: 45 LBS ... .. .... ,, BACKFILL 7 UNIT CORE FILL (3/4 " CRUSHED ROCK DR STONE) PERFORA TEO DRAIN PIPE DAYLIGHT ON SITE NON DETENTION POND WALL NOTES· 1. INSTALL GEO GRID BEGINNING AT 1' ABOVE BASE AT 2' IN TERV ALS TO WITH IN 1' OF TOP OF WALL 2. OBTAIN APPROVAL FROM AR CHITECT OR OWNER FOR TYPE AND COLOR OF MODULAR UNIT 3. ALL CAP STONES SHALL BE SECURELY FASTENED TO THE WALL UNIT USING MANUFACTURERS APPROVED ADHESIVE 4. PERFORATED DRAIN PIPE SHALL BE 4" EXTERIOR CORRUGATED HOPE v.JTH FABRIC v.I<AP INSTALLED BY MANUFACTURER 5. ALL BACKFILL , OTHER THAN THE COR E FILL ZONE BEHIND THE WALL SHALL BE ON SITE MATERIALS FREE OF ORGANICS OR STONES 1 CU. FT. GRAVEL IN NYLON SACK BEHIND 4" 0 PVC PIPE IN WALL. PLA CE AT 20' -0 O.C .• MAX. #4012" $JBASE ELEV SEE PLAN HEIGHT: 8" *WEIGHT: 115 LBS LARGER TH AN 2" DIAME TER. COMPACTION SHALL BE IN ACCORDANCE v.JTH THE SOILS REPORT FOR THE SITE. /15 0 12 SLOPE CUT UNIT FACE 6" CRUSHED ROCK OR UNREINFORCED CONCRETE LEVELING PAD STANDARD UNIT /BASE PAD ISO METR IC VIEW RETAINING WALLS NTS GENERA! NOTES: 1. STONE COLOR TO BE SELECTED BY OWNER OR ARCHITECT. 2 . ALTERNATE VERTI CAL JOINTS BY OFFSETTING BLOCK 1/2 OF LOWER BLOCK. OR AS OTHERI'<lSE DESIGNED AND APPROVED. 3. PROVIDE EXPAN ~ON JOINTS EVERY 25' MAXIMUM AND AT ANGLE POINTS OR AS OTHERI'<lSE DESIGNED AND APPROVED. 4. CAP STONE SH ALL BE 1" v.JDER THAN MASONRY STONE. ELEVATION SHOWN ON PLANS INDICATES TOP OF CAPSTONE ELEVATION. 5. llE REBAR INTO BASE STEEL. 6. FINAL SYSTEM SHALL BE DESIGNED AND ENGINEERED BY SUPP LI ER OR THEIR AG ENT FOR THE GIVEN DESIGN PARAMETERS AND SOIL COND ITIONS. WALL DIMENSIONS AS SHOWN FOR BOTH MODULAR AND CAST IN PLACE ARE FOR BIDDING ONLY. Design .llJ Drawn .llJ Checked .llJ Checked .llJ Dale A/ARCH Jf. 2006 918 ELDORADO LANE LOUISVI LLE , COLORADO 80027 PHONE: 303.604.1634 PIER TYP. RETA INING WALL SECTION iS • J'-0 0 12 AT CENTER OF WA LL, FULL HT . 3/4" it~ NO SCALE STOP 1 00~ OF HORIZ. REINF. AT JOINT TYP. CONTROL JOINT DETAIL NO SCALE 1. PROVIDE CONTROL JOINT 0 2D'-0 O.C .• MAX. 2. PROVIDE CONTROL JOINT 0 ALL STEPS IN FOOTING . 3. PLACE WEEP HOLE MIDWAY BETWEEN CONTROL JOINTS, TYP. lUll Civil Engineers ~------1------+------------------------------------------------*------+----~ J~Na w~ FAX: 303.604.1674 DATE BY REVISION APPV DATE ~---------------1 D-1098.3 ROCK ON PERVIOUS FABRIC WHERE NOTED ON PLAN SECURED FABRIC TO GROUND EXTEND ROCK TO FULL DEPTH OF SWALE PROPOSED BUILDING / IMPERVIOUS LINER FROM TOE OF SLOPE TO FACE OF BUILD ING FLOW LINE GRADE SWALE TO PROTECT UPPER CUT BANK. GRADE PRIOR TO FINALIZING CUT BANK. INSTALL ERO~ON PROTECTION UPON COMPLETION OF SWALE. WHERE ROCK IS NOT REQUIRED, PREP AND SEED FINAL GRADE AND MULCH. TRANSITION TO RUNDOWN WHERE NOTED ON PLAN. CUT OFF SWALE NTS MAX WS PER PLAN Fl.OW LINE POND SHOULD BE LANDSCAPED PER THE LANDSCAPED PLAN. PROVIDE AN IMPERVIOUS LINER ALONG THE BUILDING IN THE SLOPE AND PLACE COBBLE STONE OR ROCK ON LINER, NO PLANTINGS IN THE SLOPE ADJACENT TO THE BUILDING . POND GRADING NTS SITE WORK DETAILS GLENWOOD COMMERCIAL PHASE 2 3000 HIGHWAY 82 COUNTY OF GARFIELD, STATE OF COLORADO ··-· ~-·· . ··--~-- RETAINING WALL AND OVERFLOW ~ AS NOTED ON PLAN I "' ..J ~ a: w rs a: 0.. ··-.. -~--. ~-~. .,_ SHEET 9 OF 9 SHEETS