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HomeMy WebLinkAboutPlanst 9 attle Parachute/Batt ment ement Park - Ph Mesa Parks and ase \,',jBattIet7,e,,, Recreation District �b110 Sheet Index 0 - Cover Sheet 1 - General Notes and Legend SGM 2 - Existing Conditions and Demo Plan z 3 - Proposed Conditions a 118 West Sixth Street, Suite 200 4 - Battlement Park Road South Plan and Profile e PROJECT SITE JI �� Glenwood SprlngS, CO 81601 5 -Battlement Park Road North Plan and Profile y 970.945.1004 www.sgm-inc.com 6 - SewerPlanandfrofile a 7 - Orainoge Plan Project Figineer,,w��%�,. 8 - Storm water Management & Erosion Control Plan (v err Sat, SlPP(TELLE OR lA.., 9 � 9 — Details Pita / — David M. Kos.71 P.E. 29961 X29961 a �I ,, HAL Owner Applicant Battlement Mesa Company Parks Parachute/Battlement Mesc , arks and Recreation District Contact: Mary Andean -Executive Director Eric Schmela - President P.O. Box 299,9 Cardinal Way PO Box 6000 Parachute, C/prado, 81635 Battlement Mesa, Colorado, 81635 (970) -2'k5 -W40 6 (970) 285 9740 President -Jason Fletcher Vicinity Map Board of Director -Denise Gallegos Common Ground Michael Richards Scale: 1 11= 2000' - Ronalcl Palmer a - Marilyn Bulger PO Box 158 0 Parachute Colorado, 81635 t °(970) - 285 - 7104 Z Connect)ne Design Zt m� 435 Nth Street Carbondale, )lorado, 81621 Heather Henry - LEED,P (970) - 618 - 3324 Garfield County Federal Mineral Lease District Gyles Thornley - LEEDP (970) - 379 - 7869 PO Box 2477 a Phase 1 Scope of Work Glenwood Springs, Colorado, 81602 The project generally consists of initial construction activities associated with a 6.15 acre Battlement M e s M et ro District (970) park in Battlement Mesa including. 945 1347 o • Earthworks (= 18, 000 C Y cut material, rough and fine grading) Contact:eve Rippy 3 1300 lineal feet of new 27' wide aggregate access road (6"thickness for phase 1). • Two aggregate parking lots (71 vehicles total) 4 1 o Drive • Parachute, gado, 81635 o • 1200 lineal feet of 8"sanitary sewer service from existing infrastructure to park. Drainage, temporary erosion control, re vegetation (w/ dryland seed) (970) -5 - 9050 W W Note: Asphalt pa ving, curb and gutter, bike path and park amenities are future Know whars below. m improvements (not part of this contract) unless noted otherwise. B c�t Call before you dig. #Revision Date By N July 13 CNCC 1-800-922-1987 N Job#. 2013-325.001 F Admin Legend EVERGREEN TREE - T- EXIST. TELEPHONE LINE - G EXIST. GAS LINE C EXIST. CABLE TELEVISION LINE - E - EXIST. UNDERGROUND ELECTRICAL LINE - OE- EXIST. OVERHEAD ELECTRICAL LINE 8'1N- EXIST WATER LINE & SIZE - 8'S EXIST. SEWER LINE & SIZE - C - NEW CABLE LINE - E - NEW ELECTRIC LINE - T - NEW TELEPHONE LINE - G - NEW GAS LINE - 8 "W- NEW WATER LINE & SIZE - 4'S- NEW SEWER LINE & SIZE --18" CA1P- EXIST, CULVERT & SIZE O NEW CULVERT W/ END SECTION - SWALE FLOWLINE FINISH FLOOR FINISHED GRADE FENCE LINE 0000000000 ROCK WALL 4. PRIME )Ar ti' n,UUNLS lx: -- PR EXIST. EDGE OF PAVEMENT GRADE BREAK HANDICAP RAMP NEW EDGE OF PAVEMENT --- PROPERTY LINE v DECIDUOUS 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 VE NT NT TOP TION HEAD OCA TION POLE E IGHT POLE T POLE TORY DRAIN LOCATION NEW WATER VAL EXIST FIRE HYDRA NEW FIRSB E HYDRA WATER CURB S SPRINKLER IRRIGA SOIL BOR/NG L EXIST. POWER C134 NEW POWER POL EXIST. STREETL NEW STREETLIGH EXIST. SIGN NEW SIGN GAS VALVE NEW SEWER/S MANHOLE W/ R1,NEW CURB INLE 042.77FL T FINISHED SPOT ELEV. W/ DESCRIPTION NEW FLA/RED END SECTION (ADS) NEW FLAIRED END SECTION (CMP) MARKER FIBER OPTIC LINE FLOWLINE CURB AND GUTTER TRANSITION BETWEEN CATCH AND SPILL CURB 0 EVERGREEN TREE O AS ❑T 1. LIMITS OF CONSTRUCTION SHALL BE 5' BEYOND GRADING LIMITS, BASE OF FILL SLOPES OR ASPH ASPHALT ET BW C BACK WALK CURB CUT BUT NOT BEYOND FENCE LINE OR RIGHT-OF-WAY LINES. PROJECT LIMITS SHALL ADDITIONALLY INCLUDE ANY DESIGNATED BORROW AREAS, EXCAVATION DISPOSAL AREAS OR CC CG CURB CURB AND GUTTER Q CL CENTERLINE ZONES (PER SPECS). CO CONC CONCRETE CONCRETE 2. TRAFFIC CONTROL REQUIREMENTS: COR. D N 2.1. PROVIDE FOR EMERGENCY ACCESS CONTINUOUSLY. 2.2. PROVIDE SAFETY CONES, FLAG PERSONS, VERTICAL PANELS WITH BEACONS SIGNAGE AND DR DRAIN BARRICADES AS NECESSARY TO PROTECT PUBLIC AND WORK SITE. DW EG a� 2.3. PROVIDE SIGNAGE AS REQUIRED BY OWNER AND LOCAL GOVERNMENT WITH JURISDICTION OVER ADJACENT ROADS. O EXISTING ELEVATION J. THE CONTRACTOR SHALL CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FF FG FINISH FLOOR FINISHED GRADE FROM HAZARDOUS COMPONENTS IN EXCESS OF THE THRESHOLD CONCENTRATIONS ESTABLISHED BY THE E.P.A. FH FLFLOWLINE FIRE HYDRANT ASSEMBLY 4. PRIME )Ar ti' n,UUNLS lx: -- PR GB HC GRADE BREAK HANDICAP RAMP SHALL BE PRIMED AT CONTRACTORS EXPENSE IF THS' SURf-ACE HAw DETERIORATED DCIS TO TR4tFlC, WEATHER OR TIME LAPSE BETWEEN SURFACE PREPARAT'ON AND PLACEMENT OF HP HYD HIGH POINT HYDRANT v INV L LF INVERT LEFT LINEAL FEET 5, DILUTED EMULS.,FED ASPHALT OR T4CK C04T SHALL CONSIST OF I PART EMULSIFIED AND 7 PART WATER. RATES OF ,APPLICATION SHALL BE DETERMINED BY THE 494,10£FR AT THE 17,4ii 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 VE NT NT TOP TION HEAD OCA TION POLE E IGHT POLE T POLE TORY DRAIN LOCATION NEW WATER VAL EXIST FIRE HYDRA NEW FIRSB E HYDRA WATER CURB S SPRINKLER IRRIGA SOIL BOR/NG L EXIST. POWER C134 NEW POWER POL EXIST. STREETL NEW STREETLIGH EXIST. SIGN NEW SIGN GAS VALVE NEW SEWER/S MANHOLE W/ R1,NEW CURB INLE 042.77FL T FINISHED SPOT ELEV. W/ DESCRIPTION NEW FLA/RED END SECTION (ADS) NEW FLAIRED END SECTION (CMP) MARKER FIBER OPTIC LINE FLOWLINE CURB AND GUTTER TRANSITION BETWEEN CATCH AND SPILL CURB 0 AGGREGATE BASE COURSE O AS ASPHALT 1. LIMITS OF CONSTRUCTION SHALL BE 5' BEYOND GRADING LIMITS, BASE OF FILL SLOPES OR ASPH ASPHALT L BW C BACK WALK CURB CUT BUT NOT BEYOND FENCE LINE OR RIGHT-OF-WAY LINES. PROJECT LIMITS SHALL ADDITIONALLY INCLUDE ANY DESIGNATED BORROW AREAS, EXCAVATION DISPOSAL AREAS OR CC CG CURB CURB AND GUTTER Q CL Preliminary Not For Construction Abbreviations ABC AGGREGATE BASE COURSE GENERAL NOTES: AS ASPHALT 1. LIMITS OF CONSTRUCTION SHALL BE 5' BEYOND GRADING LIMITS, BASE OF FILL SLOPES OR ASPH ASPHALT TOP OF CUT SLOPES, AND 20' EITHER SIDE OF THE CENTERLINE OF UTILITY INSTALLATIONS, BW C BACK WALK CURB CUT BUT NOT BEYOND FENCE LINE OR RIGHT-OF-WAY LINES. PROJECT LIMITS SHALL ADDITIONALLY INCLUDE ANY DESIGNATED BORROW AREAS, EXCAVATION DISPOSAL AREAS OR CC CG CURB CURB AND GUTTER MATERIAL OR TOPSOIL STOCKPILE AREAS. RESPECT ALL TREE/ VEGETATION PRESERVATION CL CENTERLINE ZONES (PER SPECS). CO CONC CONCRETE CONCRETE 2. TRAFFIC CONTROL REQUIREMENTS: COR. D CORNER DEEP 2.1. PROVIDE FOR EMERGENCY ACCESS CONTINUOUSLY. 2.2. PROVIDE SAFETY CONES, FLAG PERSONS, VERTICAL PANELS WITH BEACONS SIGNAGE AND DR DRAIN BARRICADES AS NECESSARY TO PROTECT PUBLIC AND WORK SITE. DW EG DRIVEWAY EXISTING GRADE 2.3. PROVIDE SIGNAGE AS REQUIRED BY OWNER AND LOCAL GOVERNMENT WITH JURISDICTION OVER ADJACENT ROADS. EX EL EXISTING ELEVATION J. THE CONTRACTOR SHALL CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FF FG FINISH FLOOR FINISHED GRADE FROM HAZARDOUS COMPONENTS IN EXCESS OF THE THRESHOLD CONCENTRATIONS ESTABLISHED BY THE E.P.A. FH FLFLOWLINE FIRE HYDRANT ASSEMBLY 4. PRIME )Ar ti' n,UUNLS lx: -- PR GB HC GRADE BREAK HANDICAP RAMP SHALL BE PRIMED AT CONTRACTORS EXPENSE IF THS' SURf-ACE HAw DETERIORATED DCIS TO TR4tFlC, WEATHER OR TIME LAPSE BETWEEN SURFACE PREPARAT'ON AND PLACEMENT OF HP HYD HIGH POINT HYDRANT R17tJMlNt.?U.S MATERIAL_,', 5UC,H THAT, IN THF OPINION OF THE FNGINEFR, USF OF PRIME COA7 IS REQUIRE?. APPL:'CARON RATE S1:IALL BE 0.3 GALS/SO.YD, INV L LF INVERT LEFT LINEAL FEET 5, DILUTED EMULS.,FED ASPHALT OR T4CK C04T SHALL CONSIST OF I PART EMULSIFIED AND 7 PART WATER. RATES OF ,APPLICATION SHALL BE DETERMINED BY THE 494,10£FR AT THE 17,4ii LP L.S. LOW POINT LANDSCAPED AREA OF APPLICATION APPROXI,M47-E RATE SHALZ. BE C. 1 G41`S/SQ,?0. MAX MIN MAXIMUM MINIMUM 6. THE FGLLOW.'NG SHALL BE USED Wr'TH EACH BTTUMriYGIJS PA✓EA: 6.1. A SKI .....TYPE DEICE AT LEAST 30 FEET IN LENGT7I, NAT. NATIVE GRASS AREA 6.2. SHORT SKI OR SHOE OC ON CENTER 0/S PC OFFSET POINT OF CURVATURE 7 PAVEMENT M4RKlNG TO INCLUDE THE FOLLOWNG: 1!. PARKING STALLS, SINGLE WHITE LINE PL PNT PROPERTY LINE POINT i;2. NANDICAz SYV50LS. 73. CENTERL•NE OF ACCESS ROAD+ .... 00,1'63Ll: YELLOW LINES. PT R POINT OF TANCENCY RIGHT 7.4, THERMOPLA T'C CROSSOAtXS. 75 TldF.RA^r 4•>t'C STOP BARS. R -R ROW REMOVE & REPLACE RIGHT= OF -WAY 8. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH APPLICABLE SECTIONS OF THE SITE RW RETAINING WALL SUBSOIL STUDY. CONTRACTOR TO NOTE REQUIREMENTS FOR EXCAVATION, BACKFILL AND SD SF STORM DRAIN SQUARE FEET SUPPORT MATERIALS. SMH SEWER MANHOLE 9. SPOT E.EVATiONS ALONG CUR31,'607:TER ARE :TO ILOR'LINE UNLESS 17HEPAISE NGItU, SOD STA GRASS AREA STATION 10. SOURCE OF MAPPING. EXISTING FIELD CONDITIONS WERE GENERATED BY A SURVEY STD SW STANDARD SIDEWALK PERFORMED BY SGM. UTILITIES WERE GENERATED FROM A COMPOSITE OF FIELD SURVEY, MAPS PROVIDED BY OTHERS. T TBC TREAD STAIRS TOP BACK CURB 11. THROUGHOUT ALL PHASES OF CONSTRUCTION, UNTIL THE FINAL ACCEPTANCE OF THE TC TELE TOP CURB TELEPHONE PROJECT, THE CONTRACTOR SHALL KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. THE CONTRACTOR SHALL ALSO ABATE DUST NUISANCE AS NECESSARY BY TP TOP OF PIPE CLEANING, SWEEPING AND SPRINKLING WITH WATER OR OTHER MEANS AS NECESSARY. THE TRANS. TW TRANSITION TOP OF WALL 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 THE V. P. W VALLEY PAID WIDE EARTH, GRAVEL OR OTHER EXCAVATED MATERIAL /S NOT REMOVED, THE ENGINEER SHALL CAUSE SUCH REMOVAL AND THE COST INCURRED SHALL BE DEDUCTED FROM THE BOND. 12. CONTRACTOR TO COMPLY WITH ALL GARFIELD COUNTY GRAD/NG AND ROAD CUT PERMIT REQUIREMENTS. 13. SGM WILL DO ONE TIME CONSTRUCTION STAKING AS NECESSARY FOR CONTRACTOR TO COMPLETE THE WORK AT OWNERS COST. RE -STAKING COSTS DUE TO CONTRACTOR OPERATIONS WILL BE BORNE BY THE CONTRACTOR. 14. CONTRACTOR TO PAY FEES AND OBTAIN CDPHE STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES AND COMPLY WITH THE PROVISIONS OF THE PROJECT SWMP. 15. ALL DRAINAGE PIPE SHALL BE DUAL WALL HDPE /N ACCORDANCE WITH A45HTO U252 AND ASTM F2648. SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.scim-inc.com GENLYAL I/OrES- 1. 1. THE APPROXIMATE LOCATION OF ALL KNOWN UT/LIKES (WATER, SEWER, GAS, PHONE, ELECTRIC, CABLE, 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 PROTECTION OF UTILITIES DURING CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR UTILITIES LOCATED BUT NOT SHOWN /N DRAWINGS. 2. FOLLOW ALL CDPHE REGULATIONS FOR WATER AND SEWER LINE CROSSINGS 3. THE CONTRACTOR 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 AND DEPTH TO SERVICE. 5. CONTRACTOR TO VERIFY THE GRADE OF ALL EXISTING SEWER LINES BEFORE INSTALLING ANY PIPE TO VERIFY INVERT ELEVATIONS CONTACT ENGINEER WITH ANY DIFFERENCES IN ELEVATIONS SO THAT GRADES CAN 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 THAT GRADES CAN BE ADJUSTED, 7 PLAN VIEW DISTANCE BETWEEN MANHOLES /S CENTERLINE TO CENTERLINE OF MANHOLES. PROFILE DISTANCE AND SLOPE BETWEEN MANHOLES IS FROM INVERT OUT TO INVERT IN OF MANHOLES (CL. TO CL. MANHOLE DISTANCE MINUS 1/2 INSIDE DIAMETER OF EACH MANHOLE). 8. THE SEWER MANHOLES SHOWN /N PLAN VIEW INDICATE THE LOCATION OF THE STEPS WITHIN THE MANHOLE AND MANHOLE RIM LOCATION BY A BLACKENED CIRCLE. THIS WILL BE THE REQUIRED LOCATION FOR EACH MANHOLE SHOWN. 9. REPLACE ALL DISTURBED ASPHALT WITH, /N KIND THICKNESS, 3- ASPHALT AND 8- CLASS 6 AGGREGATE BASE COURSE ALL ASPHALT WORK SHALL BE PERFORMED WITH A LAYDOWN MACHINE. 10. ALL SEWER CONSTRUCTION TO COMPLY WITH BATTLEMENT MESA METROPOLITAN DISTRICT DESIGN AND CONSTRUCT/ON STANDARD SPECIFICATIONS 12. THE MORE STRINGENT OF PROJECT PLANS AND SPECIFICATIONS COMPARED TO BMMD STANDARDS AND SPECIFICATIONS AS DETERMINED BY THE ENGINEER WILL APPLY TO THIS PROJECT. Battlement Park - Phd Parachute/Battlement Mesa Parks and cation District # Revision Date By ' GEN R6 -&1a. NTS. 1. ,THE APPROXIMATE 1;OCAT0:11 OF ALL KNOWN UTILITIES (NITER, SEDitR, GAS FHaAV ELECTRIC; CABLE FTC) ARE SH OWN ON 7HF DRAWINGS. THE CONTRACTOR ALL UP,LITY OWNERS TO VERIFY BOTH LOCATION' AND DEPTH OF UTiL(r'1£L?E Ol7E ANYCONT CT BEGINS CONI-RACTOR SHALL BEAR THE .RESPONSIB1L✓TY FOR THE PROTE- Bb OF UTILITIES NOTWV IN UCTTOV NO ADOtTTONAL PAYMENT WILL BE AGA JE' (71R U'TILt."TES LOCATED BUT NOT S.HOrY�I IN DR PAYMENT ?• �I' WA:, -F,? MAINS SHALL. BE INSIALLEi? WITH A 5 FOOT MINIMUM DEPTH 0I CO FR. !F > HO._ ONFLti:TS OCCUR WITH EX.lS'T7N'G U TUTI£5 OR OTHER OBSTPUCT.'v^NS, Tf?£ PROPOSED iY.4%£R� MWIJ GRADE B£ MR,'ED PROWDED THE 5 FOOT MINIA hA DEPTH OF COf/ER IS t!AT7J7AlNED. 3• ALL MECHANICAL COUPLINGS REQUIRED FOR THE TIE --:NS TO THE£X-STfP✓G x;1T£R i,�ES ARE NOT S1fOY1N ON THF ORAW1.'VGS THESE SHALL BE icf0V `VEV AS REYUI?FD BY T4' C?P✓T.?ACTOR AS PART OF TIE-IN ,7? EX•'STIVO SYSTEM BIO ITEM ALL FITTINGS lC<N.GS, CRGSSE,5, Pt_UGS, VAL I`E,S AND If f) Ty HAVE- A CONCRET;= .' BLOCK INSTALLED IN ACCORDANCE WITH THE 7H ' ' C r HRUST RIS, $ O, K TABLE .< ON THE DETAIL PLAN EW CLARK✓;S SAIF., AL.L 7NR1i,ST BLOCKS MAY NOT HAVF BF., -N SHOpt,`V Ct, HE PLAN' V7£W' DRAWINGS. MEGALU'GS ARE REOiq !N ADDIT70N r3 THE CL7trC. TtI,RlST BLOCK. 5. FOLLOW ALL CDP,YE FEGILATIONS FOR, WATER AND SEWER LINE C,,?OSS/NGS; 6. THE CONTRACTOR WILL 8E" ,ESf'ON5't1,+L£ F'G' I.-�' :n a ACCORDANCE Wirt-' SPECIFi ATtONS R RES'DR.IG A,✓Y IIS"' i'VLY) ARE4S IN 7 AL1. R9vf',9V&O WATER l.:NE APPURTENANCES Til B£ SUPPLIED TO OWVE 8. REPLACE= ALL DISTURBED ASPH4LT bvr,P' IN k7.UD TI-IICKNES 3" A,SPlyAL.T AN•0 ,S" CLI; 5 0 AGt=RELATE BASE CO JRSE ALL ASPHALT WORA- SHALL BE' PERFORMED WIT r :4 AYDOW,N MACHINE 7G. ALL WATEf? CJNSTRUCT.•'O:v TO COMPLY WITH BATTLEMENT MESA VETROPOLiT41J DIST-71C!" DES,"CIV AND CONSTRUCP.ON STAN2AR0 SP£C.FiCAT ^✓S, QUAL1. ANDGar. N OF CONTRACTOR 8"40 AND PERFGI?MltrG 12'X8' TS&V ')'/ET TAP" MUST BE 4PP?OtiF0, BY 12. THE "ORE STRI,NGEA✓T" OF PROJECT PLATYS AND SPECIFCATlONS COIAP'R£D TO TTI,=L9£v'T !dES4 METROPOL TAN DISTR'L`T STANJ�1?DS AND SPE' AS Df TF? MI vF1J f:; Ii.t, ENGINEER W,•"LL APPLY TO ?IfIS PRG%"vT ��p9O ttc�IslF9�. Y C SO A. c�lo� 2�C01 w ./ 0 NOTE LIGHTER TEXT FDR PHASE 2 AND FUTURE CONSTRUCTION. Job No. 2013-325.001 1neral Notes and Leg Drawn by: NS end Date: 7/24/2013 QC: RM PE: DK Of File: q Adm; T 1� 4 m o. E / .' ........5520..... I / ! ..... 5510 .......... •- �R, I / f FUTURE CG AND ASPH. TWO 4" PVC SLEEVES F02 \ �. $1 FUTURE USE ® 3 COVEk .. — _ ............ tT.... i ^ ....N.. w.......�. . 55°5' 4i U r \ s ........... HOSPITAL PARCEL I I / T� 01 (UNDER CONSMUCTI ) j 11.81 ACRES t r UN ON /. r � t Park Pha: m, Preliminary N Not For N Construction SGM Batt emen 118 West Sixth Street, Site 200 Parachute/Battlement Mesa Parks and Inion District Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com # Revision Date y Proposed Conditions Job No. 2013-325.007 3 Of 9 Drawn by: NS Date: 7/24/2013 QC: RM I PE: DK File: 0�e,auMap ............................ . . . . . . . . . ....... .... ... ... .......... ... .. ... ............................ ............. .... ...... . 8. ....... ...... .............. ........ PARK R040 ......... 0 .............. ............... -4 pOAD... N ...... 4 -�,O-X- --7.' : C2 5511 X TE-- Lk VE . ........ C3 ... PLO' AND -0z (Z ........... VTvTr 5ismFw .,dd % ...... ....... fvrf� . ...... .0 k) ..... . ....... ........ ... I... -13 ti Q4 ...... 3 . rl � 0i Z,) . .... ... Ij i .... .... C SE ............. �4 ......... .... ....... ..... ------ nj .44 ... ... ... SPMA ..... ............. ..... N ......... 505" L oh rti 'i Q- 2. ... ......... ... * * ... .......... ............... .0 �N L') . ......... ..... 55 i PROPER,' LINE v) pRop W,47V1 ... ................................. Cl) , J� .................. .... ........ .... CURVE 7ABLE ..................................................... ............................... .................... 40 CURVE RAO/ LENGTH 7AAtGEA(;r C80Rq RING ...... ........ 9EA DELTA ............ 5505 .......... .. C1 758- 78' 111.08, 65 71' 130 ............... N6 1255T 9- 5j, 5j- .......................... Graphic Scale . .. .......... ........... C2 64J. go' 0 15 30 122.91' 61- 64' 122.72, Nj6.j7,57-E 10. 56, 11. 60 Cj 87J.51' 182.15' 91.41 ' .......................... .... ..... 181.82' N28*0428-E 11' 56' 51- In Feet: 1 30' 20' SEWR E4SWEAT Li i C4 J83J-22' 115. 34' 57.6 115.33' AITT-tilt -, I 4J 26 .......................... 6505...1...... a..... .......... LINE TABLE C5 .973.57' 11? 00' 56.06, 111.94' N29.0 I 430E 6- 35' 29 ........... C6 LINE BEARING LENGTH 14022.94' 244.88, 122-Y5' 244-68' N25*13'58"E 0. 59, 5g- ......... .................................. �1 N1*15'-"- I C7 10528.62' 188.01' 94.01' 18800' 1 1 65. C8 J670.55' ia 17Z 1 01 2j - C9 _Y5 113-0j' 58-52' 11302' N24 -35'31 -E 1' 45 51- 4 -44' 2699' 69-06' 136.42' N16 -1523 I' C2 hl Preliminary Not For Construction LAwA, # 1W NLI Revision ate By G M Battlement Park - Phas %WOOF 118 West Sixth Street, Suite 200 Job No. 2013-325.00 Glenwood Springs, CO 81601 Pa rachute/Battlement Mesa Parks and Ration District Battlement Park Road South Dra )y:4 970.945. - 1004 www.sgm-i'nc.com cite: 7/24/2013 mmwwwwmwn� Plan and Profile QC: RM PE: DK Of EEMMENEN� File: Roadp&p 9 H.P.STA.7*65.48 H. P. ELEK 5519.29 P14 STA.7+58.21 PK ELEV5519.14 K=12.00 14.54' VC 5530 . . . . . �% . .................. . .. . .. . . ..... ........ . . . .. . . . . ... . ................ 5525 . . . . .. . . t+\ . .. . . . ... . ... ............ . . . . ... . . . .................. K Lai ti� L . . . PWSM 4�P98 fS . ...... .. . . . . . ....... 5530 2. Sj Q4. tdz PW ELEV5514�, 78 K=26.00 ..................... ......... ......... k 5520 . . . . . . 64 ............. ........... O 5760' [C. . . . . .. . . . . . . . . . . . . . . . ......... . ......... P< R . . . . . . . . 5525 5515 . . . . . . PHA SE I F. G. CL ROAD 3-22A . ..... .. . . . . . . . . . . .. ........................... . . . . . . . . . . . . . . . ... Q5 4-j : 4,0 r4 . . . . . . . . . ....... . . . . . . 1� t4 . . .. . . 5520 5510 18o CL4ARA;Vf�, - - - - - - - - - - . ........... ................. . . . -uTup.). . . . . .. . .... . _.--- . . \:Zzz. .............. . . . . . . . t.00X .......... ........... . . . ....... 5515 5505 (f m . . 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ZD LOC47E AN -77 Y 5495 as N N (3i N I rs cz; I % (S N ��n - � vn -% CIS ti) q� to N CN Q, 7+60 7*20 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+0 3+20 2+80 2140 2100 1+60 1+20 0*80 0+40 0+610 MRJEr sr M.kQ i 29961 LAwA, # 1W NLI Revision ate By G M Battlement Park - Phas %WOOF 118 West Sixth Street, Suite 200 Job No. 2013-325.00 Glenwood Springs, CO 81601 Pa rachute/Battlement Mesa Parks and Ration District Battlement Park Road South Dra )y:4 970.945. - 1004 www.sgm-i'nc.com cite: 7/24/2013 mmwwwwmwn� Plan and Profile QC: RM PE: DK Of EEMMENEN� File: Roadp&p 9 U W N Lf) 14+00 U U W W N h U U W W N h 13+60 U U W N h U U W W N h 13+20 U U W% h N'7 hh U U W � 0.7 N`r hh h 12+80 U U W W ^f ^ hNy� h U U W W q h hh �5 12140 U U W W Oi N d:n hh h U U W W Q� <! d:�? hh h 12+00 U W W q v hN h W W v;�? hh 11+60 W W vh N'� hh h W W W v Hj41 � Nei �� hh h tr lf: W W Nh hh h 10+80 V W h N4i hh h W W ry hh h 10+40 W W ^ N� 'nN h �yhj W W o NNj "N hh 10100 W W Oh NM nN by W W Nnj tory ocean W W ^� Nry' v�-0)o W NQNj O"� W W h o°j W W Op ^ •: N ttcn4 � _ W W � W ad u hQN,) __ m o> Cp m p Revision ,'t� ` ........... ^°""°°^ ="°" AKO `~~ \ \ \ \ \ \ [ u.Scale 0 15 30 60 . .. Feet: ...-,". -----------. .' ------' . =�---��-� ' '.^�'�� ''''.''''' -' _. --~'�'=.-.'--_�---'^.~-. '' -' '_''''''.''' .`. ''.''�,''� /, ~/- .---- --- � -\ -- _'.--' ''-'------------- ------------ ^ ' /-' ------- ---------` ''''-- - ' � '-''-'--^D6 I'� ' ----' ^- 15 1|U --'-----''--''-''~"°---_� ''' ,' ---_______-� ........,' --� `-_^��__\~,,,J. . °)^�\".�- ____,__-______,,,''6-�.�___._ |",,,|imi,`'zr>, � Not For Construction (3SGM 118 West sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com ' # Revision Date By Battlement Park - Phas(I Drainage Plan Parachute/Battlement Mesa Parks and Reeation District Job No. 2013-325.001 Drawn by: NS Date: 7/24/2013 File: Dmin Dim Gmde Q b O �] O h n © •- • ,-__ _� _- __ 2Z ........ . 27 29 PHASE 1 CATCH —y POINT 1 - M//?4F/ 60OX OR EQUAL — 3 FUTURE 4"ASPHALT FUTURE 30" C11RB (TWO 2" LIFTS) — 6" CLASS 6 A.B.C. PHASE 1 12" SUBGR4DE PREP (SCARIFY, — 2:1 WHERE INDICATED & GUTTER MOISTURE TREAT, AND RECOMPACT) ON PLANS SEE DETAIL TYP. ROAD CROSS—SECTION* N 7". S. "ALL PAVING /N ACCORDANCE W/ SO/LS REPORT W = CHANNEL WIDTH D = RIPRAP DEPTH D50= MEDIAN ROCK SIZE F. G. PHASE 1 REFER TO PLANS FOR SWALE H = SIDESLOPE DIMENSIONS IN EACH LOCATION. C = MIN. CONTAINMENT DEPTH , FUTURE 3" ASPHALT T 6" CLAS 6 A.B.C. W 05O U O 12" SIBGRADE PREP (SCARIFY MOIS URE TREAT AND RECOMPACT) 1 GEOTEXT/LE (M/RAFI 600X OR EQUAL) H 1.75x[750 TYP. PARKING LOT SECTION* NOTE NT.S RIPRAP SWALE 'ALL PAVING /N ACCORDANCE W/ SOILS RPORT GEOTEXT/LE TO BE INSTALLED N.T.S. PER EROSION CONTROL NETTING DETAILS. REFER TO SPECS FOR RIPRAP MATERIAL, GRADATION AND INSTALLATION REQ'TS VARIES NOTES. 1. ALL BASES SHALL BE45T /N PLACE OR PRECAST CONCRETE' USE /4 RE&W ON 12" C -C 807H WAYS I /N POURED BASES. SLOPE 2. JOINT TO BE LOCATELY EACH SIDE OF ALL AMNHOLES MAXIMUM OF 24' FROM /NS/DE FACE 1I1 3 WHERE AVAILABLE FRC PIPE MANUFACTURER, USE EXPANLA&E WATER STOP OR SPECLAL SLEE✓E AS pE1T AMNUFACTURFS SPECIFICATIONS 4. STOPS 70 BE LOCAM(N SIDE OF BENCH OR OVER UPSTREAM PIPE. 5. USE RUB-R-NEK PRE91WED GASKET (2 LAYERS) OR GROUT IN PLACE BETWEEN ALL BOTTOM SECTION, BARREL SECON,, CONCRETE GRADE RINGS, AND TOP CAST/NGS. 6. BACKFILL WITHIN 24" IF ANHOLE., CLASS 6 AGGREG47E OR N477VE MATERIALS W/7H LESS THAN 3" SIZE. 7 PRECAST RINGS OR &TNR/SER RING COURSE SHALL BE U77LIZED WHERE REQUIRED W17H 2 COURSES SLOPE MIN/MUM AND 12 CO&SDMAXIMUM (2 MIN/MUM, 12" MAX/MUM HE/CHT). B. GRADE ADJUSTMENT,6 UlOWS.GREATER THAN, OR EQUAL TO, 1 FOOT, CONCRETE 84RREL SECTIONS,' LESS THO 1 `OOT, CONCRETE OR METAL GRADE RINGS. 9. nN/SH GRADE AS FOLLOS ASPHALT OR CONCRETE PAVEMENTS 1/4' BELOW GRADEE, BASE COURSE SSURFACE OR LOPE OF RI DIR21WSL -3' BELOW GRADE. RING & COVER TO A(ATCH LONGITUD/NAL AND CROSS 4wNSECTION B — B VA Cl. RING & COVER 1:)A"X �22 REINFORCED CONCRETE OR POLYE/HYL£NE GRADE RINGS FOR F7D PRECAST ECCENTRIC � GRADING AS REQUIRED CONE, 3' HIGH (6" WALL) w M5MINIMB PRECAST AUNHOL! BARREL PIPE LENGTH AS REOLLRED — w VERRaAL - 1 2 O' SIDE a o ,0 � 2/3 D .. . q , ... PRECAST 07 __. 9" CONCRETE 345E-- RUBBER O-RING ORA CAST IN PLA(£ FLEXIBLE MANHOLE SEAL. GROUT SEAL NOT ALLOWED. SECTION ELEVATION SECTON .A — A STANDARD MANHOLE DETAIL N. T. S 0 3 a v v 0 Preliminary Not For N Construction SGM 1 18 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sqm-inc.com — 2:1 2X 29 3 2 3" CLASS 6 W/ STERILANT 12" SUBGR4DE PREP (SCARIFY, MOISTURE TREAT, AND RE -COMPACT) EROSION BALES -TOE OF FILL WOOD STAKES �- END 84LES TO BE KEYS INTO FILL SLOPE ° CULVERT FILTERED RUNOFF ❑ RUNOFF ° EROSION BALES ARE TO REMOVE ACCUMULATED ENTRENCHED INTO THE S SEDIMENT WHEN /T REACHES TIGHTLY ABUTTING WITH N ONE-HALF BALE HEIGHT ❑ ❑ 0 ❑ C❑Tf GAPS, STAKED AND BACKFILLED AROUND THE £N77R£ OUTSIDE PER/MEIER. .ri -X. - CULVERT EROSION BALE INLET PROTECTION N. T. S. /STING DIRT OR TOPSOIL AREA EXIST. ASPHALT TO BE SAW CUT TYP. 6" Date /• / � EXIST/NG-j - / AGGREGATE 54SE Details SLOPE TRENCH WALLS FOR SAFETY PER CURRENT OSHA REQUIREMENTS 9 Of (� % OLAr4-1 CLASS 6 AGGREGATE W/ COMPACT/ON DENSITY OF 95X PER ASTM D698 IN ALL -• AREAS WITHIN 1: 1 INFLUENCE OF PAVEMENT AND SELECT MATER/AL /N OTHER AREAS N CLASS 6 AGGREGATE BASE COURSE O COMPACTION 95% PER ASTM D699 8 TRACER WIRE 2" ABOVE WATER LINE Date: 7/24/2013 NOTES 1. PAVEMENT REPLACEMENT SHALL MEET FOLLOWING MINIMUMS.• EXIST/NG THICKNESS AND KIND WITH THE ASPHALT SURFACING = 3" MIN. AGGREGATE 34SE CONFAB£ = 8" MIN. 2 BASE COURSE REPLACEMENT SHALL MEET EXISTING THIO(AESS WITH THE FOLLOWING MINIMUMS AGGREG47E BASE COUKE = 12" MIN. J. DIRT/ TOPSOIL PLACEMENT SHALL FOLLOW/NG MIN/MUMS: MEET EXISTING TH/CKNLSS AND KIND WITH THE 4" TOPSOIL. 4. SELECT MATERIAL AS FOLLOWS. 6" MAXIMUM SIZE V TOP 12" OF B4CKFILL 12" MAXIMUM S/ZE/N REMAINDER OF BACKFILL DRAINAGE. WATER AND SEWER TRENH CROSS—SECT/ON N. T. S. Battlement Park - Phast 1 Parachute/Battlement Mesa Parks and Rereation District 'A Yl SEDIMENT FABRIC STAPLED TO POSTS x x. ." OIL,-_X.'x.'x x X.' x x Mill:...X-. :Ill^� x x �� � � x x � x BACKFILL WOOD STAKE CENTERED 2 .� ANG"URLU /N TRENCH AND IN STRAW WATTLE FIRMLY ATTACHED TO POST EARTH -SAVERS ` I, STRAW WATTLE t. N 6' X 6" I r 7 TRENCH WOOD STAKE TO ONLY •; 7�t tit it t t't j t t; PENETRATE NETTTNC, N FLOW NOT _ CURLEX MATERIAL ,=_�—(-- J )�Flmml FLOWIEIiI1 --- ,i,, •Ail 1, GROUND II - 1 I .., ii Y TRENCH N ....___...— t _ /z EROS/ON CONTROL NOTES 1 i I. SED/MENT FENCE TO REMAIN IN PL4CE ,l� F UNTIL SITE IS RESTORED AND VEGETATION IIr ESTABLISHED. I STRAW WATTLE INSTALLATION DETAIL SEDIMENT FENCE DETAIL NTS NT.S U pP If/A�i � 2996 7'Z i # Revision Date By Details Job No. 2013-325.007 9 Of (� % Drawn by: N$ Date: 7/24/2013 QC: RM PE: DK File: o dais