The URL can be used to link to this page

Home My WebLink About832-052I CONSTRUCTION PLANS FOR MILL STREET'STORM SEWER GENERAL NOTES: 1. ALL CONSTRUCTION WILL CONFORM TO THE CITY OF ASPEN INTERIM & DESIGN CONSTRUCTION STANDARDS, LATEST REVISION. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE CITY OF ASPEN. THE CITY OF ASPEN RESERVES THE RIGHT TD ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT ODES NOT CONFORM TO THE CITY OF ASPEN STANDARDS AND SPECIFICATIONS. 3. THE CONTRACTOR SHALL NOTIFY THE CM OF ASPEN RIGHT -OF -WAY INSPECTOR 970 -92D -5080, TWENIY -FOUR (24) HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 4. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION /DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILT COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UNUTIES. AS SHOWN. MAY NOT REPRESENT ACTU LD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTR4CT0 Oi ONTACT ALL UTILITY COMPANIES FOR FIELD LOCRDON OF III 111E PRIOR TO CONSTRUCTION. FOR INFORMATION CONTACT U71LT' N RATION CENTER OF COLORADO. 1 -800- 922 -1987. 5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS (APPROVED BY THE CT OF ASPEN), ONE COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS AT THE JOB SITE AT ALL TIMES AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED AT THE JOB SITE AT ALL TIMES. THE CONTRACTOR SHALL MAINTAIN AN ASBUILT REDLINE SET OF PUNS ON THE SDE AT ALL TIMES. 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT MIR THE CONTRACT DOCUMENTS 7. THE OWNER /DEVELOPER MUST OBTAIN THE WRITTEN PERMISSION OF THE ADJACENT PROPERTY OWNERS) FOR AMY OFF SITE GRADING OR CONSTRUCTION. B. CONTRACTOR SHALL BE RESPONSIBLE FOR REMO✓ING AND REPLACING ANY EXISTING SIGNS, STRUCTURES, FENCES, ETC, ENCOUNTERED ON THE PROJECT AND RESTORING THEM TO THEIR PRE - CONSTRUCTION " CONDITION. 9. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPMDB117Y FOR JOB SITE CONDITIONS DURING THE COURSE OF PROJECT CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REDUREMENT SHALL APPLY CONTINUOUSLY AND: NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS FROM ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK. ON THIS PROJECT. EXCEPT FOR UASIUTY ARISING FROM THE SOLE NEGUGENCE OF THE ENGINEER OR CITY OF ASPEN, 10. ALL STATIONING IS BASED ON THE CENTERLINE OF PIPE UNLESS OTHERMSE NOTED. - 1T. LENGTH OF STORM SEWER PIPE IS THE HORI2ONTAL DISTANCE BETWEEN THE CENTER OF MANHOLE TO CENTER OF MANHOLE. DISTANCES SHOWN ON THE PLANS ARE APPROXIMATE AND COULD VARY DUE TO VERTICAL ALIGNMENT AND MANHOLE DIMENSIONS. 12. ALL MANHOLE RIM ELEVATIONS ARE APPROXIMATE CONTRACTOR TO ADJUST MANHOLE RIMS 10 FINAL GRADE (LANDSCAPED AREAS, ASPHALT, ETC.) PRIOR TO FINAL ACCEPTANCE OF WORK. 13. WRITTEN DIMENSIONS ON THE PLANS AND DETAILS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS- 14. A CITY OF ASPEN RIGHT -DF -WAY PERMIT WILL BE REQUIRED FOR THE PROJECT, THE PERMIT RILL BE ISSUED AT NO FEE. UTILITY COMPANY CONTACTS CONTACTS CAS: ELECTRIC (CITY OF ASPEN): CITY Of ASPEN TERRY SPICER CITY OF ASPEN , ENGINEERING DEPARTMENT KINDER MORGAN ELECTRIC DISTRIBUTION DEPT. NICK ADEN 370 VAN CORDON ST. 130 SOUTH GALENA ST. 130 S. GALENA ST. LAKEWOOD. COLORADO 80228 ASPEN, COLORADO 81611 -1975 ASPEN, COLORADO 81611 303 -989 -1740 970 - 920 -514B 970- 920 -5080 TELEPHONE/FIBER OPTIC,` SANITARY SEWER: WRC ENGINEERING. INC. RANDY MORGAN TOM BRACEWEL ROGER MIEDEN, PE OWEST COMMUNICATIONS ASPEN CONSOUDATED SANITATION DISTRICT 950 S CHERRY ST. SUITE 404 ENGINEERING DEPT. 565 NORTH MILL ST. DENVER, COLORADO W246 921 GRAND AVE. ASPEN, COLORADO 81611 - 303- 757 -8513 GLENWODD SPRINGS, COLORADO 970 -925 -3601 ' AT APPROXIMATELY STA. 7 +80.05 81601 970 -384 -0246 WATER (CITY OF ASPEN. (I i.91 "` CITY OF ASPEN ENrnHO COM40N 1RExCH CATV/FIBER OPTIC: WATER DEPT. NOTE: SITE DEVELOPMENT PLANS FOR MIKE JOHNSON 130 SOUTH GALENA ST. CfO51WC GA6 AT &T BROADBAND ASPEN, COLORADO 81611 -1975 - 1505 GRAND AV, 970 -92D -5110 GLENWIXW SPRINGS, COLORADO SCHMUESER GORDON MEYER BASED ON 81601 v — Ewstwc oW]U6AD DEOTNt 970 - 925 -4098 - ELEVATION =7993.59 ELECTRIC: JEFF FRANKIE HOLY CROSS ENERGY - P.O. BOX DIED GLENWOOD SPRINGS, COLORADO 81601 970 - 945 -5491 15. A DETAILED TRAFFIC MANAGEMENT PLAN, PREPARED BY A CER71FIED TRAFFIC CONTROL SUPERVISOR SHALL BE SUBMITTED TO THE CITY OF ASPEN PRIOR 10 CONSTRUCTION. 16. A DUST CONTROL PERMIT OBTAINED FOR THE CITY OF ASPEN ENVIRONMENTAL HEALTH DEPARTMENT WILL BE REWIRED PRIOR TO CONSTRUCTION. 17. HIGH DENSITY POLYETHYLENE (HOPE) PIPE SHALL CONFORM TO AASHTO M294 VATH SMOOTH INTERIOR WALL. JOINTS SHALL BE WATER TIGHT WIN ELASTOMERIC RUBBER GASKETS CONFORMING 70 ASTM F -477. CITY. OF ASPEN VICINITY MAP SCALE' 1' -3D0' BENCHMARK LEGEND SOPRIS ENGINEERING BENCHMARK _ FIRE HYDRANT TOP BONNET BOLT ELEVATION- 7998.95 - LOCATED AT THE SOUTHEAST CORNER OF - _ - PRWO3D STGau SEwrT �, mmo POKER PIXF 0 MVINO GRUHAf£ MAN"= SOUTH MILL STREET AND SUMMIT STREET _ PRMDffD sioRi! $LWflR MAYxpE Ws1W8 ME NMRAVi '$.: D]sN10 f1FMldc uAVHIXE AT APPROXIMATELY STA. 7 +80.05 (I i.91 "` «a— ENrnHO COM40N 1RExCH EXISTINO wAM VALW - 0 MIwo svx MAVHUE NOTE: SITE DEVELOPMENT PLANS FOR CfO51WC GA6 'b' ms mG wn9 'III, THE TOP OF MILL SITE PREPARED BY SCHMUESER GORDON MEYER BASED ON "` v — Ewstwc oW]U6AD DEOTNt D MIWII E1£Gmc TRAxSFMWER ELEVATION =7993.59 "T a'F— DISRVG SEWER D msmG nl:cmC UTTER EASTNG S10RN SEVER N FYLSTNG IE ONC PEDESTAL BASIS OF Br_ARING: - �1— =X c wA1ER M EMsmo CAT, PEDESTAL EAST RIGHT -OF -WAY ME OF MILL m6TNo EASTTIG LIGHT PGA, STREET. SEE DRAWING NO. 10 ,•. v.. EASING Mh41;AGRIXRIp TEIEPXOHC MTKD(l LO TON I e 8020 8015 LOT 3 ' S� MOUNTAIN BDNISION 45.87 LF 18' NDPE le P.U.D. 504'49'32'W m 1 S T NH -6 4'0 N = o STA 0 +00 \ / I 9OFS ]8'44'49' STM WLET -2 TRIPLE i F5a tSTA 10 +12.86 - 45.44 LF 18' HOPE n z N8596'49'W + y j STM INLET -4 o� f STA 10+90.28 STM INLET -5 F Z. STA 0+46.69 m Z. 6' 2'16' � 71.57 LF 24' HOPE I �- � 512'02'57'E 3 9DT'0' \ \� 6.46 LF 24' HOPE 1 STA 1040 5. STA 15 1p+015' ' 15.40 LF W HOPE u t N7510'41'W ( STM WEE T -6 DOUBLE _ 229.75 l£J 24' NDPE ' 5TA 0 +77.87 N14 '59'00T STIR INLET -3 STA 10 +12.86 23.10'R ASPEN MTN PUD STOR SEWER SYSTEM I STM MH -10 4'0 rSTA 12 +63.45 I ppp 87.78 LF 1 HOPE STN -MH -11 4'0 FLAT -TOP STA 13+51.23 B' HOPE _ STM MH -9 4'0 STA 12 +15.45 STM INLET -7 STA 0+45.25 37.851 12 LF 15' HOPE IVV27'W !9.93 U 15' HOPE 185'37'30'W 10 +00 11 +00 LOT 2 f C ENGINEEf ZING, INC 950 SOUTH CHERRY STREET S U I T E D DENVER, COLORADO DESIGNED CAO CAM CHECKED RLM SUBDIVISION N0: 7-851 & P.U.D. DATE DATE 434 92 N 03) 75 8 -3 2513 FAX U (303) 8 -3202 )7'01'W AS -BULI .. SUMMIT STREET MH -6n 4'0 1 +36.40 136.40 LF 15' HOPE (ASPEN MTN POD �� STORM SEWER- SUMMIT STREET) N74'56'28'W ASPEN MTN PUD STO4 = n SYSTEM SUMMIT 5 EET� A a n LOT 3 _= M z�� C C i I STM MH -10 4'0 rSTA 12 +63.45 I ppp 87.78 LF 1 HOPE STN -MH -11 4'0 FLAT -TOP STA 13+51.23 B' HOPE _ STM MH -9 4'0 STA 12 +15.45 STM INLET -7 STA 0+45.25 37.851 12 LF 15' HOPE IVV27'W !9.93 U 15' HOPE 185'37'30'W 10 +00 11 +00 LOT 2 f C ENGINEEf ZING, INC 950 SOUTH CHERRY STREET S U I T E D DENVER, COLORADO DESIGNED CAO CAM CHECKED RLM SUBDIVISION N0: 7-851 & P.U.D. DATE DATE 434 92 N 03) 75 8 -3 2513 FAX U (303) 8 -3202 )7'01'W AS -BULI I STM MH -10 4'0 rSTA 12 +63.45 I ppp 87.78 LF 1 HOPE STN -MH -11 4'0 FLAT -TOP STA 13+51.23 B' HOPE _ STM MH -9 4'0 STA 12 +15.45 STM INLET -7 STA 0+45.25 37.851 12 LF 15' HOPE IVV27'W !9.93 U 15' HOPE 185'37'30'W STA INLET P AVING TYPE C DITCH 30 STA 1 +4].30 ASPEN MTN PUD STORM SEWER SYSTEM SUMMIT STREET 1 +00 a E 12 +00 13 +00 0 +00 0 +50 RENSION DESCRIPTION - OMMENTS CITY OF ASPEN MILL STREET STORM SEWER PLAN & PROFILE 1 At y1 ny.1- STM M 2- 17 i LOT 2 ASPEN MOUNTAIN SUBDIVISION & P.U.D. LF 15' HOPE )7'01'W .. SUMMIT STREET MH -6n 4'0 1 +36.40 136.40 LF 15' HOPE (ASPEN MTN POD �� STORM SEWER- SUMMIT STREET) N74'56'28'W ASPEN MTN PUD STO4 = n SYSTEM SUMMIT 5 EET� A a n LOT 3 STA INLET P AVING TYPE C DITCH 30 STA 1 +4].30 ASPEN MTN PUD STORM SEWER SYSTEM SUMMIT STREET 1 +00 a E 12 +00 13 +00 0 +00 0 +50 RENSION DESCRIPTION - OMMENTS CITY OF ASPEN MILL STREET STORM SEWER PLAN & PROFILE 1 At y1 ny.1- STM M 2- 17 i MNIMW CUT ROPE. I.kl AND MUST RNA1N UNNSTURBED SC - i T MXDD ASPHALT PAVEMENT M0.MUM THICKNESS TUCK COOT m 6 BASE PIPE ItiA11r1TR • MNtM " 1RCNa w(ITI . ."MUM TRENCH TRENCH WD� - ON 5' 60' 1B' 39 60 24' 46' 72' OTY 6 AS°E N[OLMA00 PIPELINE INSTALLATION ' 0.w,, NO , TRENCH DETAILS JDR TRENCH NOTES: 1. TRENCH DEEPER THAN 4 FEET MUST BE SLOPED AS SHOWN OR ' BRACED FOR THE SAFETY OF CONSTRUCTION WORKERS AND THE PROTECTION OF OTHER UTIUTIES- TRENCHING SHALL BE SUBMECT TO CONFINED SPACE AND THE LATEST OSHA REGULATIONS 2 THE EXISTING PAVEMENT SHALL BE SAWCUT IN NLL DEPTH AND IN A NEAT STRAIGHT LINE PRIOR TO PAVING. 3. HOT BITUMINOUS PATCHING AND PAVING SHALL BE MINIMUM 5 INCHES THICK AND PLACED IN END UFTS AS SHOWN. 4. COMPACTED BACKFIIL SHALL HAVE A MINIMUM OF 959 MODIFIED PROCTOR DENSITY. 5. BEDDING MATERIAL FOR FLEXIBLE PIPES MUST BE J SCREENED CRUSHED ROCK, FREE OF FINES. 6. TRENCH BOTTOM MUST BE SCARIFtEO AND RE- COMPACTED PRIOR TO PLACEMENT OF BEDDING MATERIAL AND UTLEY UNES. 7. FLOW FILL USED IN SACKFIL)NG AS AN ALTERNATIVE MATERIAL MUST CONTAIN MINIMUM 100 LB. CEMENT PER CUBIC YARD AND THE SLUMP SHALL NOT EXCEED 8 INCHES. 950 SOUTH CHERRY STREET 1XJF�� ENGINEEf�ING INC SOLVE AD DENVER, CO (303) 7 7-851 PHONE N0: 3333) 757 -951] FAX NP. (333) 758-3208 MANHOLE NOTES: 1. STEEL REINFORCING BAR SPUCES SHALL MAINTAIN A 15 INCH MINIMUM OVERLAP. 2. BASE COURSE UNDER THE MANHOLE MUST BE COMPACTED TO 959 MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR UNDER ASTM 1557 DESIGNATION. 3. CONCRETE MUST HAVE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. BOX OF THIS STRENGTH MUST BE GAINED MTHIN THE FIRST SEVEN (7) DAYS FOLLOWJIG PLACEMENT. 1009 STRENGTH MUST BE GAINED WiT IN 28 DAYS FROM THE PLACEMENT DATE FOR ALL CONCRETE FLAiWIXtK DESIGNED CAO DRAM CAD CHECKED RLM DATE 5 /10/09 AS-BUILT - A 1/4 INCH MNMUM DEYRE590N 6EI.OW PAVEMENT SURFACE B IDA -_ _ MNNUY - AMOYM RUMBLE .WATER SEAl1NG 6' WTEMAL a' MN. 5' r _ tJ 12' MN. /4 0 12• EACH WAY S (�) SC E 1•.Y ENPNEEMNC DEPARTMENT DETAILS DRAWNG x0. OTY OF A`PEN, COLORADO MANHOLE FOR ENC -605 STDRMNA. MANAGEMENT aYSTEM SECTION S -B MANHOLE NOTES: 1. STEEL REINFORCING BAR SPUCES SHALL MAINTAIN A 15 INCH MINIMUM OVERLAP. 2. BASE COURSE UNDER THE MANHOLE MUST BE COMPACTED TO 959 MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR UNDER ASTM 1557 DESIGNATION. 3. CONCRETE MUST HAVE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. BOX OF THIS STRENGTH MUST BE GAINED MTHIN THE FIRST SEVEN (7) DAYS FOLLOWJIG PLACEMENT. 1009 STRENGTH MUST BE GAINED WiT IN 28 DAYS FROM THE PLACEMENT DATE FOR ALL CONCRETE FLAiWIXtK DESIGNED CAO DRAM CAD CHECKED RLM DATE 5 /10/09 AS-BUILT - A B T { A 1•J - PLAN VIEW (NOT TO SCALE) 6' TUIX LONCREIE SUTTER PAN YANE CRATE OPEMNOS 5' r _ - SECTION A -A NOTE 2_1/2 ��5' IN ET CRATE MUST HAW A 3 RANGE FRAME EMBEDDED {' CURB x� ON TOP THE 8 SECTION S -B (1L491lB1L [WrvNpI WNDtOAt $(./.I✓:: I nww:n. AK MDMN EWMBT Tres - v —Jple. utY[C M1 T INN Wrgi ce orax wvnam EMIK) . EMGt EERNG DEPARTENT DRAINAGE INLET FRAME & oR "WNC xa OTY OF ASPIX, COLORADO ENG -606A GRATE DETAILS INLET NOTES: 1. CONCRETE MUST CURE TO 4000 PSI STRENGTH N 14 CONSECUTIVE DAYS 2 STEEL REINFORCEMNET: - RE -BAR FROM FLOOR SLAB AT 9' CENTERS IN TWO HORIZONTAL DIRECTIONS (X AND Y) -b'4 RE -BAR AT 9 CENTERS INSTALLED HORIZONTALLY AND VERTICALLY FOR WALLS -/5 RE -DAR AT 6 CENTERS IN TWO HORIZONTAL DIRECTIONS FOR TOP SLAB -F5 RE -BAR BENT RECTANGULAR MTH 9' OVERLAP TO SUPPORT FRAME AND GRATE AT OPENING CITY OF ASPEN I MILL STREET STORM SEWER DETAILS ?A �� • SLFEL GP4LF OVAMOIES ro'K -----yyy rtm W. u+t+x T li 2,F E ��W I r a w b3 MLe asiC MET' DITCH PAN �f S� W Ra'Y m . v /i t SLOT OCTAL t Y u14' t9p1 � �` so w' s ° hi aA h, MAN a \ y 0 ibO3II a0(Iw O•a x,. S a -L� aim [ N•aubaPP t F —r .� "'•w°me °�. wan a+u x+•E -.u• �r I �I iY�¢¢ p I 'I� - �- x ••n •LL •• GPA1E Ri$tALUTtON ALTERNATE SLOT AN HOD Oonw NATF IIFTAn i� fIAN.RFTF MR r `° nsWVC(o-EDa P�R4 � DE7sn GGmVml NOTES / ti w §§ �j PMxc Af<N[R wm i0� 9Wl - mvr +wca s ,Y �[ _ - Y_t _'sJS i.00 m�in�a•w.`i�iiw¢AW www KM aMmmPt ®s 0 ibO3II a0(Iw O•a x,. r° ®`x� a y aim [ N•aubaPP t F —r .� "'•w°me °�. wan a+u x+•E -.u• Or /i M1c li. r¢ - �- ml-K raa[ tPnRH> �LmRq�M 1 fIAN.RFTF MR �NUU i aeY 9 KA'PW49m nsWVC(o-EDa P�R4 � - Ef�araS PMxc Af<N[R wm .a i me � n.a mi na www.wo w".�c . xrs wai >m.rnrt SECTION 8 -13 N' a -� art rP ww r..c .0 aaww .w ae.a SEC110N [ -C lrl pN iRbl NE FifT[M`1 � ffi A CE :u W SECTION o -D +N'•Yr a•s�MH.a�C � �y�(•. n•n. aar �h.i n ... an` /i ,i• ml [4 [K ep MET CONNECTEO TO A SEMION A -A !<� 9 EWED�< WRT Nm AT 9oud. OF YFRTIM fVRK Colo.Rtlp OepaAment of Tronaportation Compute. iJe Informolion �,o •,el i.. Ar,,.,.... E� ....N...a..r..- w;..a.>,s�,Na.. Pieject Dt,e pment Branch S O A.a w;w eN a.4 u ua� WW ix iti� �y S.Y.'nW s�u`KK ius SECTION E -E �[ j $TINDtRD MLFT GRATE —43— CIOSF VFSH GRATE .a6 KrP� INLET, TYPE C OUNPTITIES x m sas . a LL a K u o [K u [K J I U 1. *4 L ra v f6 T• IA a u im rK u m s wy � m • i• • m wLLe m oasm BA4 UST iOR H- pNll RENEIINL OV A. RW g T r.T r�r w�� g f �4 WBN, SH Y lU� r.r. W4YJ "wMP CW N•o IR W tDa6 ra W >�P. STANDARD PLAN M- 604 -10 two Sheet No. 1 of 950 SOUTH CHERRY STREET DESIGNED CAS WX C ENGINEEPING, INC. 501E °°` CHECK EO RL `"° DENVER, COLORADO 8024fi CHECKED PHONE NO.. (303) 79 -8513 DATE Vi0/02 FAX ND (303 758 -3208 G -BUI TNO: (3°3 958 -3208 S -BUI T 3.00' 4 74CK ASPHALT 1.00' 1.00' __ ` ��i •°:- �� EX PAVEIAENT SAWOUT NOTE: PRONOE 1j' DEEP TOOLED CONTRACTION JOWTS AT 10' WTERVKS CONCRETE PAN N.T.S. CITY OF ASPEN I MILL STREET STORM SEWER I DETAILS 2002 -015 99