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HomeMy WebLinkAbout1.01 Plans~ i( :!: (j '" ~ ~ ~ " ] ] Q \1 " " " Ci 3- ~ ~ ~ 8 tl :s :t' c " ~ Cl fO <li ,J ;.:; I '.:> ~ '.:> ~ ute att ement Vicinity Map Scale: 1" = 2000' Phase 1 Scope of Work The project generally consists ofimtial construction activities associated with a 6. 15 acre park in Battlement Mesa including: • Earthworks (=18,000 CY cut material, rough and fine grading) • 13001ineal feet of new 27' wide aggregate access road (6" thickness for phase 1). • Two aggregate parking lots (71 vehicles total) • 1200 lineal feet of 8" sanitary sewer service from existing infrastructure to park_ • Drainage, temporary erosion control, re vegetation (w/ dry/and seed) Note: Asphalt paving, curb and gutter. bike path and park amenities are future improvements (not part of this contract) unless noted otherwise. - esa s an 11 8 West Sixtn Street, Suite 200 Glenwood Sprh~s, CO 81 601 970.945.1004 www.sgm-inc.com Project E1gineer David M. KQ _ / P. E. 29961 Owner J A.pplicant Parachute/Battlement Mesc Parks and Recreation District Contact: Mary AndeEOn · Executive Director P.O. Box 299, 1259 Cardinal Way Parachute, Crorado, 81635 (970) -2 ~5 -974 0 O?J<b'(i President -Jason Fletcher Board of Director -Denise Gallegos -Michael Richards -Ronald Palmer -Marilyn Bulger Connect)ne Design 435 Nth Street Carbondale, >lorado, 81621 Heather Henry· LEED.P (970) -618 -3324 Gyles Thornley -LEE~P (970) -379 -7869 Battlement Me~:Metro District Contact: r ve Rippy 401 A'y o Drive Parachute, Grado, 81635 (970) -5 -9050 Bic?t July ~ 3 • ecreation istrict Sheet Index 0 -Cover Sheet 1 -General Notes and Legend 2 -Existing Conditions and Demo Plan 3 -Proposed Conditions 4 -Battlement Park Road South Plan and Profile 5 -Battlement Park Road North Plan and Proh1e 6 -Sewer Plan and Proh1e 7 -_Drainage Plan 8 -Storm water Management & Erosion Control Plan 9 -Details Battlement Mesa Company Eric Schmela -President PO Box 6000 Battlement Mesa, Colorado, 81635 (970) -285 -97 40 Common Ground PO Box 158 Parachute Colorado, 81635 (970) -285 -7104 Garfield County Federal Mineral Lease District PO Box 2477 Glenwood Springs, Colorado , 81602 (970) -945 -1347 Know 'What's below. Call before you dig. # Re v ision CNCC 1-800-922-1987 Date By ~l_ ____________________________________________________________________ .....JL---------------------------------~--------------------------------...L--------...J~J ob~#~2~01 ~3-]32~5.0~0 ~1 ~F i ~:•::::::::~Ad~m 3;n t:::I::::::::::::::::::::::::::::::::::::::::f::::±::] ~ -l ,J -" E Legend --T--EXIST TELEPHONE LINE --G --EXIST GAS LINE --c--EXIST CABLE TELEVISION LINE --E --EXIST. UNDERGROUND ELECTRICAL --OE --EXIST. OVERHEAD ELECTRICAL LINE --B"W--EXIST WATER LINE & SIZE --B''s --EXIST SEWER LINE & SIZE --C --NEW CABLE LINE --E --NEW ELECTRIC LINE --T --NEW TELEPHONE LINE --G --NEW GAS LINE --B"W--NEW WATER LINE & SIZE --4 ''s --NEW SEWER LINE & SIZE _18" CMP_ £XIST CUL VERT & SIZE: ==<l NEW CULVERT W/ END SECTION SWALE FLOWLINE -' --' -FENCE LINE cocc = = = = = = ROCK WALL ------; .. ,..,. 'L 5 ,,.,_,,..' 0 ITl ii;:] ~ © ® @ iilil ® l><J ... ~ ~ •(j 0 ~ EXIST EGGE OF PAVEMENT NEW EDGE OF PAVEMENT PROPERTY LINE DECIDUOUS TREE EVERGREEN TREE MONUMENT MARKER TELEPHONE RISER CABLE RISER ELECTRIC TRANSFORMER EXIST. ELECTRIC MANHOLE/METER EXIST. TELEPHONE MANHOLE EXIST. STORM DRAIN MANHOLE EXIST. STORM DRAIN INLET EXIST. SEWER MANHOLE EXIST. WATER VALVE NEW WATER VALVE EXIST. FIRE HYDRANT NEW FIRE HYDRANT WATER CURB STOP SPRINKL ER IRRIGATION HEAD SOIL BORING LOCA TION EXIST. POWER POLE NEW POWER POLE EXIST. STREETLIGHT POLE NEW STREETLIGHT POLE EXIST. SIGN NEW SIGN GAS VALVE NEW SEWER/STORM DRAIN MANHOLE W/ RIM LOCATION NEW CURB INLET LINE FINISHED SPOT ELEV W/ DESCRIPTION NEW FLA/RED END SECTION (ADS) NEW FLAIR ED ENO SECTION (CMP) FIBER OPTIC LINE MARKER FLOWLINE CURB AND GUTTER TRANSITION BETWEEN CATCH AND SPILL CURB Abbreviat io ns ABC AS ASPH BW c cc CG CL co CONC COR. D DR DW EG EX EL FF FG FH FL GB HC HP HYO /NV L LF LP LS. MAX MIN NAT. oc o/s PC Pl PNT PT R R-R ROW RW SD SF SMH SOD STA STO SW T TBC TC TELE TP TRANS. TW V.P. w AGGREGATE BASE COURSE ASPHALT ASPHALT BACK WALK CURB CURB CUT CURB AND CUTTER CENTERLINE CONCREJE CONCRETE CORNER DEEP DRAIN DRIVEWAY EXISTING GRADE EXISTING ELEVATION FINISH FLOOR FINISHED CRAOE FIRE HYDRANT ASSEMBLY FL OWL/NE GRADE BREAK HAND/CAP RAMP HIGH POINT HYDRANT INVERT LEFT LINEA L FEET LOW POINT LANDSCAPED AREA MAXIMUM MINIMUM NATIVE GRASS AREA ON CENTER OFFSEr POINT OF CURVATURE PROPERTY LINE POINT POINT OF TANGENCY RIGHT REMOVE & REPLACE RICHT-·OF-WA Y RETAIN/NG WALL STORM DRAIN SQUARE FEET SEWER MANHOLE CRASS AREA STATION STANDARD SIDEWALK TREAD STAIRS TOP BACK CURB TOP CURB TELEPHO NE TOP OF PIPE TRANS/T/ON TOP OF WALL VALLEY PAN WIDE . GENERAi NQTES: 1. LIMITS OF CONSTRUCTION SHALL BE 5' BEYOND GRADING LIMITS, BASE OF FILL SLOPES OR TOP OF CUT SLOPES, ANO 20' EITHER SIDE OF THE CENTERLINE OF UTILITY INSTALLATIONS, BUT NOT BEYOND FENCE LINE OR RIGHT-OF-WAY LINES. PROJECT LIMITS SHALL ADDITIONALLY INCLUDE ANY DESIGNATED BORROW AR£AS. EXCAVATION DISPOSAL AR£AS OR MATERIAL OR TOPSOIL STOCKPILE AR£AS. RESPECT ALL TREE/VEGEli'.TION PRESERVATION ZONES {PER SPECS}. 2. TRAFFIC CONTROL REQUIREMENTS: 2.1. PROVIDE FOR EMERGENCY ACCESS CONTINUOUSLY. 2 .2. PROVIDE SAFETY CONES. FLAG PERSONS, VERTICAL PANELS WITH BEACONS, SIGNACE AND BARRICADES AS NECESSAR'I' TO PROTECT PUBLIC AND WORK SITE. 2.3. PROVIDE SIC/I/ACE AS REQUIRED BY OWNER AND LOCAL GOVERNMENT WfTH JURISDICTION OVER ADJACENT ROAOS. 3. THE CONTRACTOR SHALL CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM HAZARDOUS COMPONENTS IN EXCESS OF THE THRESHOLD CONCENTRATIONS ESTABLISHED BY THE £P.A 4, PRIME' COAT ilf()T l?E:?tJ!RFD UNLE,5.5 /:VD!CATE'l) ()/\/ t?f??.li"l!NG"':.'). PRl:PA/?Et? BASF C(JiJR.'5£/i Sl-14Ll 8£ PR/,',{£!) A! CC/ilf?.4CTOR'S EX:;;;i.NSt-!F THE: SUR.PACE !iAS 0£7'£/?iORATED cut• 10 TR4FF1l; WEATHEJ? OR TiME LAPSE BETr¥EEN SU.RFACE PREPARATJON ANO PLACEMF.NT or· !!J1rt)/t..fJAlOfJ.) A-f.4rt:RPl/. .. 5, .$!./Cl-I TH4T, IN THE' Of'JN/()fJ tJr TlfE t.'.NC/JV!(f:'R, ll,':,Y: Ot" PR/~,!t: COAi ;:; REQUIRE:?. AP.P/..!C4T!ON RA rt-5'11ALL at:: 0.3 C:4lS/50. YD. ,5. C!!..UTE"[) £}tlULS!Fi'£LJ 4,<:;"PH.4J..T ()l? TA.Cf{ C04r S~LfAJJ. COlVS!~S~T CJ~ t /"Jr1RT t~A.!UL.Slf!EtJ .4./VD r P4RT ~f.4T£R. ,f?ATt-S OF 4PPLICA710N Sfl.ALL Bt-D1.~T£RAJJ/l/£0 BY TH£' .9JGJ/•./££R AT fl-!£ T1Af£ OF Al',-:-;L!C.4T!GN. A,cr'R{}X/.V.4T£ RATE :;,"f!.4.Li. BE C. I GALS,/50. rv. 6. !ii!:-FOLL0111/!l/G' S'l-i4LL BE. l!5'f:..L) W!l!·i EAl""ff f3(ff...!Uf!VOU5' PAi"l.'fi": 6. !. A SYf..···7YPE D£~1C£ AT LEAST 30 FE:Ei iN LEt/GT!/ e.2. St!Ch~r SKI OR St/()[". ?. PAV!:-.4-fE!JT f,,f4R!(i!./G TO !NG!..UD£ TiJ£ FOLLO~l/JrVG: 7. f . PARK!1VG' .)TALLS, SIA/CU: WHFrE.. Lf:VF. 7.2. /·fA."ii)t{,'A.0 .SYMBOLS. ? . .J. C&VTF./?LftV£ Ot-ACCESS RO/ID i]OUBLE. YlLLOW LINES. 7. 4. 7ff£l?l./Of;;L45TiC C:,~G.'i.5~'/4!..KS. 75. THERMOPi.AST!C STOP B4RS. 8. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH APPLICABLE SECTIONS OF THE SIT! SUBSOIL STUDY. CONTRACTOR TO NOTE REQUIREMENTS FOR EXC4VATION, BACKFILL AND SUPPORT MATERIALS. 9. SPOr £LE."'vi1ll0:'VS~ Ai.G:VG' CU/;l!J/G'UlTER ARE. TO FLO!/ll!1'/£' l!NLt·ss· Gil-IEflW:'S'£.. NO!t"D. 10. SOURCE OF MAPPING: EXISTING FIELD CONDITIONS WERE GENERATED BY A SURVEY PERFORMED BY SGM. UTILITIES WERE GENERATED FROM A COMPOSITE OF FIELD SURVEY, MAPS PROVIDED BY OTHERS. 11. THROUGHOUT ALL PHASES OF CONSTRUCTION, UNTIL THE FINAL ACCEPTANCE OF THE PRO.IF.CT. THE CONTRA CTOR SHALL KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH ANO DEBRIS. THE CONTRACTOR SHALL ALSO ABATE DUST NUISANCE AS NECESSARY BY CLEANING, SWEEPING AND SPRINKLING WITH WATER OR OTHER M&4NS AS NECESSARY. THE CONTRACTOR SHALL HAVE TWENTY-FOUR {24) HOURS AFTER THE DEPOSIT OF ANY EARTH, GRAVEL OR OTHER EXCAVATED MATERIAL TO REMOVE SUCH DEPOSIT. IN THE EVENT THAT THI EARTH, GRAVEL OR OTHER EXCAVATED MATERIAL IS NOT REMOVED, THE ENGINEER SHALL CAUSE SUCH REMOVAL AND THE COST INCURRED SHALL BE DEDUCTED FROM THE BOND. 12. CONTRACTOR TO COMPL Y WITH ALL GARFIELD COUNTY GRADING AND ROAD CUT PERMIT REQUIREMENTS. 13. SGM WILL DO ONE TIME CONSTRUCTION STAKING AS NECESSARY FOR CONTRACTOR TO COMPLETE THE WORK AT OWNER's COST. RF.-STAKING COSTS DUE TO CONTRACTOR ORF.RATIONS WILL BE BORNE BY THE CONTRACTOR. 14. CONTRACTOR TO PA Y FEES AND OBTAIN CDPHE STORMWATER PERMIT FOR CONSTRUCT/ON ACTIVITIES ANO COMPLY WITH THE PROVISIONS OF THE PROJECT SWMP. 15. ALL DRAINAGE PIPE SHALL BE DUAL WALL HOPE IN ACCORDANCE WITH AASHTO J.1252 ANO ASTM F2648. Battlement Park -Pho! -1' ! Preliminary 6 SG M ~ Not For 118 West Sixth St re et, Suite 200 ~ Glenwood Springs, CO 81601 Parachute/Battlement Mesa Parks and fation District GENERA/ SFWFR NO[ES: 1. THE APPROXIMATE LOCATION OF ALL KNOWN UTILITIES (WAlCI?. SEWER GAS: PHONE. ELECTRIC, C4BLE, ETC.} ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR. SHALL CONTACT ALL UTILITY OWNERS TO VERIFY BOTH LOCATION AND DEPTH OF UTILITIES BEFORE ANY WORK BEGINS. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR THE PROTECT/ON OF UTILITIES DURING CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR UTILITIES LOCATED BUT NOT SHOWN IN DRAWINGS. 2. FOLLOW ALL CDPHE REGULATIONS FOR WATER ANO SEWER LINE CROSSINGS. J. THE CONTRA CTOR WILL BE RESPONSIBLE FOR RESTORING ANY DISTURBED AREAS IN ACCORDANCE WITH SPECIFICATIONS. 4. MARK ENDS OF ALL SEWER SERVICE LINES WITH FENCE POST. 3-WAY SWING TIES AN.'O DEPTH TO SERVICE. ' 5. CONTRACTOR TO VERIFY THE CRAOE OF ALL EXISTING SEWER LINES BEFORE INSTALLING ANY PIPE TO VERIFY INVERT ELEVATIONS. CONTACT ENGINEER WITH ANY DIFFERENCES IN ELEVATIONS SO THAT GRADES C4N BE ADJUSTED. 6. CONTRACTOR SHALL POTHOLE ALL MISCELLANEOUS UTILITIES THAT WILL CROSS OR PARALLEL THE LINE PRIOR TO INSTALLING NEW LINE. IF GRADE CONFLICTS OCCUR. CONTACT ENGINEER SO 7HA T liRAOE:S CAN 8E AD/UST£0, ' 7 PLAN VIEW DISTANCE BET.WEEN MANHOLES IS CENTERLINE TO CENTERLINE OF MANHOLES. PROFILE DISTANCE ANO SLOPE BETWEEN MANHOLES IS FROM INVERT OUT TO INVERT JN . OF MANHOLES (CL. TO CL. MANHOLE DISTANCE MINUS 1/2 INSIDE DIAMETER OF £ACH MANHOLE}. 8. THF. SEWE:R MANHOLES SHOWN IN PLAN VIEW INDIC4TE THE LOCATION OF THE STEPS WITHIN THE MANHOLE ANO MANHOLE RIM LOCATION BY A BLACKF.NEO CIRCLE. THIS WILL BE THE REOUIRF.O LOCATION FOR EA CH MANHOLE SHOWN. 9. REPLACE ALL DISTURBED ASPHALT WITH, IN KIND THICKNESS, 3• ASPHALT ANO a· CLASS 6 AGGREGATE BASE COURSE. ALL ASPHALT WORK SHALL BE PERFORMED WITH A LAYOOWN MA CHINE. 10. ALL SEWER CONSTRUCT/ON TO COMPLY WI TH BATTLEMENT MESA METROPOLITAN DISTRICT DESIGN AND CONSTRUCT/ON STANDARD SPECIFICATIONS. 12. THE MORE STRINGENT OF PROJECT PLANS ANO SPECIFICATIONS COMPARED TO BMMD STANDARDS AND SPECIFICATIONS AS DETERMINED BY THE ENGINEER WILL APPLY TO THlS PROJECT. ' j # Revision Date By 72. !ii£ Alc?R£ .<:;fR!rVG'E"/'oJT OF PR"' 'f."(.~r P'A~·~' t ·~--"'£..;_-,, ,,-Tr • v..,._ ~· · '-•1v.' r.A/D "r'J-r1r•/' ,.,.l.Q-·'-~ r .... _,.., '~"'--1iOPOL!T,411t' D!Sil?JG~.,. .. -r,,,,,,,,,,,R_r,; ;· ;:: ;;_'-':•'!~/. '1 V~ ~,o;.JPAR£D TO BATTt£"}.~C·Jr .. A'"'Jl•( ... 'faj:.> I ~ i .... ,VLJ.>i: .L.~ • r;/!//J .... pt i"·C"·C4 .. ,0/l;S AS r. . ~. ··-il( t:. ·..., ·.c:_,., W!t:L APPLY ro !l11s PROJ£l'l~ -~-'· / '' f • D.:.Tt:17M!N£D sr-r 11c NOTL LIGHTER TEXT FOR PHAS E 2 ANO FUTURE CONSTRUCTION. ~ Construction 970.94s .1004 www.sgm-mc.com ~~=-----------~--~~~--------~-'-------L-L+------Et::::::::3:~ r---t------------i--~--1?neral Notes and Legend <: -~ " ~· ~ E o1! I \ \ I \ I ~ Preliminary 6 SGM ~ Not For 11 8 West Six th St re et, Sui te 200 I FOUND REBAR & C4P N:597937.5 7 £·1288278 .87 EL.·5520.1' FUTURE IMPROVEMENTS SHOWN FOR ORIENTA TION PURPOSES -.. .. II.II # Revision ' \ \ I I -. I •. ' ... -~ ·. I "-i~"l. '. \ ~ k76 ·. \ ~1'i " REMOVE CG (87 IJ) .····· 0 5 · ...... 55 -- , .. ··· ---- (FUTURE} £4W CUT ASPH. j 1 ' PAST CDNC. (93 Lf) Do te By FOUND TP - N:596813. 4 i C..1287767.9! EL550J.; -- 0 \ I I" '""'·-- .. •• -- t---+---------------<1------<1----1:x;sti ng Conditions 0 nd Job No. Drawn by: \ \ \ \ 20 13 -325.001 NS \ \ •. \ \ \ I \ \ \ \ \ / \ .. ~ Gl en wo od Spri ngs , CO 81 60 l GIC: RM PE: ~L--~C:~o~n~s~t:r~u~c~ti~o~n:_ ____________________________________________ .l __ .29~7 0~.29~4~5~.1~0~0~4;,..:w~w~w:;,;:.s2g:m~-i n~c~.c~o~m:.___JL._ ________________________________________ ~~--------------.1. .. ...i. ................................... J... .... .l.. .. .l,. ................................. ______ .fF~il~e::::::::::::~::~D~K lo:f~--~C}~----_j O..erollMopi Battlement Park -Phas 1 Parachute/Battlement Mesa Parks and Re:ition Distr i ct Demo Plan 2 Dote: 7/24/20 13 I / ' .· ! \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /· \ }/ \ \,//\ \ \ \ \ \ ' ' \ \ \ I \ I I \ \ I J ' I \ \ \ I I I ' I ' \ I I I \ \ \ i I I I I I I \ \ \ \ ) ' I \ \ \ \ ! I I \ \ \ \ \ \ \ \ \ EARTHWQRKS CALCULATIONS · ' ' \ \ \ \ \ PHASE I EARTHWORK CALCULAnONS GENERATED USING THE FOLL OWING STEPS: 1. LOWERING EXISnNG GRADE 5• FOR TOPSOIL REMOVAL. \ \ \ 2. LOWERING RN/SHED GRADE AREA 4• OUTSIDE OF GRAVELED AREAS FOR TOPSOIL PLACEMENT. .J. LOWERING RN/SHED GRADE AREA 5• WITHIN GRAVELED AREAs. /}ATTIEMENT MESA LANO dWESTMENTS \ ' ' \ \ \ .. ·· .... ·· \ \ \ \ \ \ \ \ ' \ \ I \ \ I \ \ \ I FUTURE ELECTRIC UNE -----.·\\ \ ROCK SCRAMBLE AREA \ \ ···--1-· lo.()()' \ l--- -1 I \ I \ \ \ ' ' ~ \ FUTURE TRAN;FO(?MER \ LOCAnoN (APPROXIMATE) \ \ \ I ' \ \ ' I i FUTURE CG AND ASPH. 1 t "' . ,.,. ). i ~' ,,. ,,. !'" I ; ' I I I I : / I ' I 1, I I I I I I \ . I \ \ \ \ \ '· I i I I I I ! I I \ • ' I \ \ \ \ ! i I \ \ I f I Graphic Scale 0 40 80 In F~I: l " = 80 ' 160 __ .·· l ·'" .· .·• ·' I \ l \ \ \ \ \ I ' ' I I I i i I i \ i \ !~ ~ ~ (; a: ! Preliminary 6 SG M ~ Not For 118 West Sixth Street , Suite 200 I 8'\ mEMENT 1.15'\ LANO INVESTMENTS \ ' \ \ \ \ \ \ \ \ ' SCHOOL PARCEL JS.JJ ACRES ± EXCESS MATERIAL BERM LOCAnoN. APPROXIMATE TRAPEZOIDAL SEcnoN '\ 4 ' HIGH, 4' TOP WIDTH, 3: I SIDE SLOPES , (MOISTURE TREATED AND COMPACTED TO 90X}. \ALL EXCESS CUT MATERIAL TO BE DISPOSED OF "· .JJ{ ENLARGING THIS BERM AS DIREC TED. ' // \ ' / ' ' ·~ \ \' ~PAl?I( AN/SH GRA1J£ TO BE MOISTURE TREATED .( AND (]()MPACTED lV 90X \ \ \\ \ \ ' ' \ ' \ \ \ \ i \ \ I ' \ I # HOSPITAL PARCEL II.Bl ACRES ± (UNDER CONSTRUCT/ON) Revi sio n \ ~ \ ~ , . .. ,.,, ,,._,,,.---· I I I \ I 1 \ \ \ I \ \ \ \ \ \ \ I I I \\ Date Y ~ :o "1.9 l --- I I Job No. Drawn by : \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / \ 20 13-325.00J NS \ I I I I i \ \ I ~I ~-( \.. __ ---. ::? Glenwood Springs, CO 8160 l ~~ .... ...:C:~o~n~s~t~ru~c~ti:o~n.:... .................................................................. l. ... ~97~0~.~9~4~5~.1~0~0~4~w~w~w~.~sg~m~-~in~c~.c~om::;_..,1.. ............................................................ ;-... ------------..a. ... ..1. .................................... ..:::.::.::.:::::C::----J. ....................................................... .to~c~::::::RM:::PE::~~~D~K~o:r ...... ? ...... ..J file: Overa llMaps 7/24/2013 Battlement Park -Pha J Parachute/Battlement Mesa Parks and Rition District Proposed Conditions 3 Date: I Gra phic Scole 0 15 30 In Feet: l " = 30' ~ -~ Q ~' - -. ·. ·. . '. ';' \·". \ \;\,:::~\ ·~·\-·.-\ \\~;':~--- . ·. '· ·. · .. __ ... -··" ~--- ···' ..•... ,,.. ... -----t •• ... --) ..... 5££ DRAINAGE PIAN ······ .... ... --···· .. ············ ............. . ..... ......... ·········· ............... .·· cur 10· [)!IP DITCH II'/ 2: 1 SLOPES ... ·· .. FOR PHASE / ... ·· .a·ff!A1L ··~· .... ··' ''W •. ... -..... ··:.:.:. . .. ····· .. ·· .· .· . .. ·· ....,.. "'~.::."--+--t--rtt;i-:-:T '-i:: . \ TE l~LVL ~ ~ ~; ~~ ~ ~ ~ ~ ~ ~ ~ \ \ \ ., '" 1'.>"' .·· '" ·~ '" -., -<:S \ "' .. I • . •. ~j;:; ()-19 · ~~ ... ?~ ...... ~:a. ~ ~ ~ ··\·······,.;·· '. \t\~ 'SP~EO . r··-... ~ \ ····· ·-... -- ·sq, <S . ·-.. "'"' ~·Ii: '!] i;::.·· <>," o..'-'-' (;. .. ~ .-·c,J I \ I ·. ·1 . U•tl : . . . ;) .. :;;~ ~ ~\;; ~ ~Cl 1C ""l~ ... ··· .. ··.·\ zo ;.;: " I: /~ ~ ... -~_.. ' ~ .... :5 "'<;1 ,. ,\.. .. . \ • ; ... ,.. .. ·.,,...... . ;}; · ... 60 55JO 5525 ~ ~ <) ,_ '" " 5510··"'1) ~·· \ f! :, '---·ft·cl r.Y·-..'t.J ; 3 . (i ~ i.-i ~······ ~ ~ ~ ~ ~ I ci :\ f?2 -! (2t.JJ / ; ... ~ ~ ~ . -~-·············· ··~ ~~ \ \ " i .. · . ' ,' .. · .... ·.··.· ..... ·.·.·_·.· \ ..... \ i;:, · L · • ............. 5505 ····· ···:::.'." • H.P.STA7+65.48 H.P.ELN.5519.29 PVI STA.7 +58.2 I PVI ELN.5519.14 K=l2.00 14.54' vc ............ 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' > \ \ \ \ \ ' ' ' ' ' ' '''' ~010oqe , . or ;i,t ' 1 ~~ser11e ""' ',,',,/ " ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ I \ I EXCESS !.IA TERIAL BERM ' \ I I \ \\ ' \ \ \ ' ' ' ' \ : ·····l ·· ' ' .... J. .. · I .. /· . . I · .. i ' ' ' ... . .. · ··S~ ······· ~-······· .. · 8h . ·· s ' ' ' \ I I I I I I I I I I I I I I I I I I I \ I \ \ RU PONO TO '-f?ESTORE PRE-EXISnNG GRADES ON PARK EASEMENT. MOISTURE TREAT ANO COMf?ACT TO 90X I I I I \ \ \ . ·(l'f 5 '> \: ......... 551 ~ i' l ~" ······· \ ········ ····· . " .... ······ I I I I I \ \ ... · .. I I \ I I I \ \ \ I I \ I \ \ \ PONO TCI BE REDESIGNED ANO RECONSTl(UCTEO BY SCHOOL DISTRICT. ENIARGEM~NT TO BE COMPLETED CONCURRENnY W/ PARK EASEMENT RLLS \ I . " " ·· .. I \ \ \ I I I \ \ \ I \ \ \ -------------;· ··· ·\·\ .J .f.-94 ./NV:·······\ . · ,, / -~-~--~ . .\ \ .·\ 0 ... :\:·:·: ::::: <·· : .. :~: .. :: \\ ~~-~-~~-:--~~:--.\·:... . l:Y< •. 24 '.-RCP .. 1J .. 6(Y ."llJ'-. ·· .... :::.-1\"··: .. :::::··:·:.:·:::::·:·: .: .. ::···\··· · ::::: ..... :.:·· . . ... · .. ·· .. -· ......... ......... ,•' '.<,',~ .... \ . \ \. \ .·· .·· ... · . :· .. :... .:: V; ..... ·-·· .. \ : .... \ / pi~CI' 7!~ f;fj : !\ : $&i;;;P~"ij ~IYr~ef SWALE i __ "" _ _ \.i.. \ ~~;~'"f:: :. : .. w""-~· 0~3, osiJ.r_t~:-f:1=2. c~· .·· . --~z·-~ \ · .. .__ '"·· .. . · \ ~-" . " a~ .... · ... ...... ... .... ...... .... .. ···~===::=;:=:::'.=::::=::::~J ·-'········------~-·---, " " ~ ~-···· .• . ·· . ·· .. -.. :·.. .< ... -_,, ... :. -·. -------·--.,.,-'-"''"--~--/ .· .· .... ...... ·" ..... ·"8"" .... . ·· ..... -·· ... .. . . ----·- 6 SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 Battlement Park -Phas i 1 Parachute/Battlement Mesa Parks and Reeation District 970 . 945.1004 www.sgm-inc.com ...... · .. "· # ; ..... ····· ... . .... :-.. · .. ............................................ ·5520·· ········ ········ . .... .. ....... . ....... .... . ..... ...... . .... ······· ·-:;---.---·----- .... "· Revision .... ..... .... . .... ..... ........... 5515" .... .... ~ .. ~ .. ---- ······· ········ ············· . ········· . , ... ...... .. ... 55!0 . ... Date .... . ... ..... ..... .. · . ········· ·" -- By Graph ii: Scale 0 15 30 60 In Feet. I" = jQ' ... . .. · ······ ..... · .. ····· .... ·········· .... .... ·········. . ... . ... . ... . ..................... . .... ... .. ... .. .. ............... .. ····" .... ······ .. ...... ...... .. ······· ·········· ····' . --------.~---- . ... . ...... . Drainage Pian ······ .. ...... .. .. ,. ...... --- -·" ... . .. . ... .... . .. ·"5509 -- ... . .. . ... ··" . ... . ... ··" ····· . ....... .. ...... .. ....... .... . ... 5T££L [.,5,. ....... ·· pROP t5" 6.0 1NV_ ---------- SOIL/RIPRAP OUTLET SWALE W=6: D=r: 050=B: H=2, C=I' Job No . 2013-325 .001 Drawn by· NS Date : 7/24/2013 QC: RM PE: DK File: Drain Dim Gradt:t Of .. ....... ...... . .. ....... ~ ~ ~ . ........ .. ....... .. . ..... ... 7 9 " , ~ "' < 0 " 0 "' ~ ,, ~ "' -<> .... "' ~ "' ~ ~ ;; " :r ~ " ~ < 8 < •• • 0 .:; -"' ~ ~ "' "' • ~ Q ,J " • E ~ ;g "' :.'l ' .... "' "' .... "' "' " \ \ \ \ \ \, \ \ \ NOTES: \ \ \ \ \ ,\ 1. ALL AREAS D!STURBtQ __ f!URf~N~UCTION ACTIVITIES ARE TO BE SEEDED {IF NOT PAvF~ \ - 2 . INLET PROTECTION IS fO BE DE U G STRAW WATTLES INSTALLED ACCORDING TO DETAILS. \ 3 ALL S77?AW WAmEs FOR l ft/.LET p TECTl~N ARE TEMPORARY EROSION . CONTROL MEASURES THAT ARE TO .'£ REl.(OVED WHEN 70% RE -VEGETATION IS COMPLET4 l I ' I 4 EROSION CONTROL DEVICES iARE T/J BE 1f!STALLED AS AREAS OF . CONSTRUC770N THEY ARE INFNDE1 TO roTECT ARE COMPLETED. 5. CONSTRUC770N FENCE SHllq BE f LACED/ AROUND ENTIRE SITE PRIOR TO I I GRADING. ~ ; ' 6. TOTAL DISTURBANCE AREA . 8. 4 iiACRESi ± ' ' . 7. TOTAL RE -VEGETA770N ARr = ~ 75 ACrEs ± i .I I LEGEND: I I G 0 i ! INLET ~ I i PROTECTION ® : I i I I I I I J i ( \ \ \ SILT ~ \ FENCE ,,,,.., \ \ , \ \ \ \ \ \ \ \ \ STRAW WATTLE ,.J \\ \ \ BARRIER ~ \ \ ) ' . I I i , . I VEHICLE ~ 1 ' I 1' TRACKING i I ~D ' I I I 1 1 CONCRETE WASH A(?EA i II I Ii I I REVEGA T/ON AREA I I I I I \ \ \ Graphic Scale 160 \ \ 0 40 80 In Feet: l " = 80 ' Prel i mi na ry Not For Construct ion \ \ \ ' \ I \-------- \ \ \ _,,..-· \ \\ \ \ \ \ _,...,,-' \ \ STRAW WAffiES AT 50' SPACING ,. f''. '··· -- . --- I J fi I I I l I i \ \ CONCRETE WASH AREA SEED DISTURBED AREA \ 55 5500 \ I I I ' I 1 \ \ I I I \ ' \ / I ( \ I l 5495 \ I I ) I I \ i I ' ! I I I I ., .. ./ \,/ .... · ~ .,90 5485 5 475 l .j· I ' -·-----------------·---··-·-----------·-----("" 'l -~------------------- -----·-----------------· ------------·---------------------~----------------~·--·----~---·--···---- _,.,.,-·····"_. __ ... --- / / 6 SGM 1 18 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970 .945 .1004 www.sg m-inc.com Battlem e nt Park -Pha sE Parachute/Battlement Mesa Parks an d Re 1ation District I I \ \ . 1 I I '· \ # I PROPERTY LINE SILT FENCE (1315 LF) SEED DISTURBED AREA (0.27} ACRES± Revision Date By -~·· , .•. ·· I I I I I I I /. I I i I I I ) I ~~ I I /~ _,,,/ \ ,/ \ /~,,,· // \ // \ // \ / \ -~ \ \ //// \ . -~ \ \'' \ \ \ ' \ . I I /.n . / \ 1--·--------._,,/ ....... j \ I \ { '\ I \ I \ I ' I \ I \ I I .\ /,,,, .// I , _,, i \ /,,/' ! \/ I \ I \ I ' . \ ---~-\ -··---·--··----·---\ ----~-------~ _____________ ___),_ _____ . __ _ Job No . 2013 -325 .001 r-+-------------+---+---1 Storm water Management & Erosion Control Plan Drown by: Do te: QC: RM PE : NS 8 7/24/2013 DK Of 9 Fi le: E rosionControl PHASE I CATCH POINT 2: I WHERE INDICATED DI/ PlANS :::J1 J ' :"""''' B 27' 2:1 -:----' """'""""" ..... -: :::] , ! r . -····· 3 2% ,.-., ' ! ! .. __ ..j : , .. .. _: ____ ~·r-:1· ____ ; ____ ·r··· I FUTURE 30 • CllRB &: GUTTER SEE DETAIL F.G. PHASE I FUTURE 4• ASPHALT {TWO 2• LIFTS) ((.<'.! <. \_,';->;)" /(:: / /.( ):,~:, /((( .. (' FUTURE 3• ASPHALT ?fji;\;:~~-;~~i-.~~:z&~{\:f1)::"f(~(~G,_~~)~~;;_:(~(:~~$';~.;'J:~~,:~'.. 6" CLA .'S 6 A.B.C. .... ii ',·.:;·,; \~1 ~~:i0 1 'f l ,', :J.:i, I'2~11 1\ ···'-JJ;stZ%~%fA{~~ rt~i~cT) ' MIRAFI 600X OR EQUAL : ::: . ' ' ,,_ __ .~:./!;/.:::.1.. 5• CLASS 6 A.8.C. PHASE I 12· SUBGRADE PREP (SCARIFY, MO/Sn/RE TREAT. ANO RECOMPACT) TYP-RQAD CRQSS-SECVON* N, T.S. *ALL PAVING IN ACCORDANCE W/ SOILS REPORT REFER TO PLANS FOR SWALE DIMENSIONS IN EACH LOCAnON. -« 'i' GEOTEXTILE (MIRAFI 600X OR EQUAL) w W = CHANNCL WIDTH 0 = RIPRAP D£PTH £$0 = M£DIAN ROCK SIZE H = SIO£SLOPE C = MIN. CONTAINMENT DEPTH l .75x0,0 ~ ~~ ' ' . . -' /.'. I- EllOS!ON BALES WOOD STAKES RUNOFF REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES DllE -HALF BALE HEIGHT c c c c c c c c c c c FILTERED RUNOFF ~ c c 2 c c 3 • CLASS 6 W/ STERllANT £ND BALES TO BE KEYED INTO FILL SLOPE CULVERT EROSION BALES AR£ TO BE ENTRENCHED INTO THE SOIL. TIGHTl Y ABlfTTING WITH NO G4PS, STAKED AND BACKFILJ.£D AROUND THE ENnRE OUrsJDE PERIMETER. ......... i ' / TYP· PARKING LOT S£CllQI* N. r.s. JiQI£· RIPRAP SWALE CULVERT EROSION BALE INLET PROTECTION . ' I SLOP< I SECTION B A 4'-o· UINIM N.T.S, *All PAVING JN ACCORDANCE' W/ SOILS ReORT GEOTEXTIL E TO BE INSTALLED PER EROSION CONTROL NEmNG DETAILS. B r (rtP.J 8" MAX: B • RE'FER TO SPE'CS FOR RIPRAP MATERIAL, GRADATION ANO INSTALLA noN REQ 'TS, VARIES NQTES; 1. A1..1.. aAS£S SHALL BEN IN Pt.ACE OR PREr:ASr CONCRETC USE,., REBA/? ON 12" C-C BOTH WAl"S IN POiJRED lJAS£S. 2. JOINT TO BE LOCATE'DN E:ACH SJD£ OF ALL AIANHOl£S. '1/AXIAllN OF 24" FROM INS//)£ FACE. J. WHEJ?t AVAILABJ..£ FR<. PIPE MWUFACTURCR, USE EXPANDABlE WATER STOP OR SPECJAL S/..£EVE AS p£li MANUFACTVRIS SPECIFICATlONS. 4. SroPS ro BE LOCATEJ.CN S/0£ OF BENCH OR o~ UPSTREAJJ PIP£. 5. USE RUB-R-NEI< PR£'JNED GASK£T (2 lA 'YERS) OR GROUT JN PLACE BETWEEN All. BOTT'CMI 5£CT!(}N. 8ARRCL scr::Df\ CONCRDF GRAD£ RINGS. ANO TOP CAS'TlNOS.. 6 . BACKFfLL WfrHIN 2 4 • ~ '.WHOlC: CLASS 6 AGGHEG41'F OR NATM: MATERIALS WITH LESS T1WI .J" SJZ£ 7. PR£¢T RINGS OR k7AfRISEFf RING COIJRSE SHAJ.1. BE tmUZCD WHERE f?EOUIRED WITH 2 COURSES IJINJMl./lil ANO 12 cat~ UAXJMUM (2 UINM/tJM, 12" UAXJMUIJ HEIGHT). 8. ~ ADJl,JSTIENT ,o tuows: CRE:ATER THAN. OR EOtJAL ro. 1 FOOT. CONCRETE 8ARR£L SEC1/()NS; LESS T1wt 1 {001". C0NCR£TF OR JJETAL GRADE RINGS. 9. F1NISH GRADE AS FOllOS: "'f'¥'4£T OR C0NCR£TE PAVE1ENTS 1/4" 8£1...0W GRAD£: 845£ COURSE StJRFACE OR D/RT/fOP5IL -3 BELOW GRAD£. RING & CO.ER TO ~TCH LONGITUOINAJ. AND CROSS SL~ Off" MdWT. PRECAST ccc£NTRIC CONE, -'' HK;H A 5 .. R£1NFlJRC£D CONCRETE OR POl'frnf'tLENE GRAD£ RINGS FOR RNE GRADING AS REQUIRED r•· WALL! NOTES: 'JSnNG OJRT OR TOPSOIL AREA EXJSnNG AGGREGATE BAS£ EXIST. ASP/IA/. T TO BE SAW cur TYP. SLOPE TRENCH WALLS FOR SAFETY PER CURRENT OSHA R£QU/ROIENTS CLASS 6 AGGRE'GATE W/ COMPAC770N OE'NSl7Y OF 95X PER ASTM 0698 IN ALL AREAS WITHIN 1:1 INFLUE'NCE' OF PAVEl.IE'NT AND SE:LECT MATERIAL IN OTHER AREAS ,,_ ___ CLASS 6 AGGRE'GATE BASE' COURSE COMPACTION TO 95X PE'R ASTM D698 TRACE'R WIRE 2· ABO!£ WATER LINE' I, PAl-E"MENT REPJ.ACEME:NT SHALL l.IE'U EXISTING THICKNESS ANO KINO WITH THE FOLLOWING MINIMUMS: ASPHALT SURf;.<.CING =i .J" 1.1/N, AGGRE'GATE BASE' COL'l"6E = B" MIN. 2 . BA SE COURSE' RE'PLACEMENT SHALL MEET EXISnNG THIO<l'ESS WITH THE' FOLLOWING MINIMUMS: AGGRE'GAIT BASE' CDU/6E' = 12• MIN. .J. DIRT / TOPSOIL PLACEME'NT SHALL l.IEE'T E'XJSnNG THJCl<ll!SS AND KIND WITH THE' FOLLOW/NC 1.1/NIMUl.IS: 4 • TOPSOIL 4. SE'l.E'CT JM TERIAL AS FOLLOWS: 6 • MAXIMUM SIZE TOP 12• OF BACKFILL 12" MAXIMUM SJZ JN REMAINDER OF BACKFILL DRAINAGE. WATER AND SEWER TRENi'H CROSS-SECTION N.T.S. Battlement Park -Phas• 1 Parachute/Battlement Mesa Parks and Rerealion District # N.T.S. EARTH-SAVERS S1™W WAmE Fl.OW TRENCH SEDIMENT FENCf FABRIC ANCHOREJ JN TRENCH ANO ATTACHED ARML r TO POSI WOOD STAKE CENTERED IN S1™W WAmE WOOD STAKE TO OM Y PENE:TRA IT NETllNC. NOT CURLEX MATERIAL GROUND l • ... ·' " STRAW WAmE INSTALLATION DETAIL N.T.S. Revision Date By / 12• SUBGRADE PREP (SCARIFY, MOISTURE TREAT. AND RECOMPACT} " ·-t. . .,:.._ . ' " " SEDIMENT FABRIC STAPLED TO POSTS -;..._ 'f.. ...... ·y.: , .")<.. ~ ., ·j.. .... POST (2" X 2" NOMINAL) SEOJl.IENT FENCE FABRIC EROSION CONTROL NOTES: ANCHORED JN TRENCH AND FIRMLY ATTACHED TO POST FLOW I. SEDMIENT FENCE TO REMAIN IN PLACE UNTIL Sill: IS R£STOR£D AND VEGETA TJON ESTABLISHED. SEDIMENT FENCE DETAIL N.T.S. COMPACTED BACKFILL Job No . 201 3-3 25 .001 Dra w n by: NS Details Date: 7/24/20 13 9