Loading...
HomeMy WebLinkAboutPlansFENCE GABION DROP STRUCTURE RE DETAIL SHEET C7 18' WIDE. 24" THICK TYPE M R/PRAP SWALE" RE DETAILS 1 & 2, SHEET C8 8" CUTOFF WALL 725' UTE ELECTRIC ASSOC/ATION EASEMENT BOOK 568 PAGE 434 40' CASCADE 0,45 EASEMENT BOOK 369 PAGE 380 FENCEx 2 REMOVE AND REALIGN EXIST. FENCE 45 NEED x X X X X X /,//////////// j EXIST. BUILD/NG FF=5433 32 ///////////////////////, ASPHAL T 8' WIDE. 18" THICK TYPE M R/PRAP SWALE, RE: DETAILS 3 & 4, SHEET C7 GATE 4' VALLE JOINTS A RE.. DET 4' PRECAST CONC. SPLASH BLOCK W/ 15 S.F. OF 18" THICK TYPE VL R/PRAP-ALIGN WITH ROOF DRAIN DOWNSPOUTS 20' WIDE SO/L RETENTION BLANKET LANDLOK TRM 45 BY PROPEX GEOSYNTHETICS OR APPROVED EQUAL, ALIGN CENTER LINE OF BLANKET WITH CETERL/NE OF SWALE, TYP. NEW BUILDING SITE PLAN SCALE 1"=.20' 24 L RCP A 24" /NV= X FENCE VAULT ASPHAL T \ 16' MOU TA/N STA TES TELEPHONE & TELEG' , 'H EASEMENT BOOK 568 PAGE 4 GRAVEL pR GUTTER W/ CON 10' SPAC/NG, TY 1 SHEET C7 CONC. JOINTS RE: DE 4=0"x PAD. SL AWAYF RE: SH ELECT RE: E 'REMOVE FENCE isELECTR ( 11111 24" T6.79 CP FLARED 8.65 LOW TA/LWTER BAS/N, RE. DETAIL SHEET C7 V/NG 2 SHEET C7 PRON W/ CONTROL T 10' SPACING, TYP. A/L 5 SHEET C7 =0" x 6" TH/CK CONC. PE AT %z" PER FOOT OM BU/LD/NG. T .4101 /CAL PANELS. ECTRICAL AND REPLACE EXIST. rX OUTH OF BUILDING AL PANELS TYPE C INLET GRATE=33.90 /NV. OUT=31. 0 00 S.F. 18" THICK TYPE M R/PRAP x ND SECTION x x 0 X — 20 NORTH 40 FENCE FENCE X xY LJ Nsej 20. 2 X X X X ////////%7%///////// EX/ST. BUILDING' 32 X X oVEREXCA VA TE MIN/MUM 3` BELOW BUILDING & REPLACE WITH CLASS 6 AGGREGATE BASECOURSE 80 SCALE': 1" = 20' V ///// NEW BUILDIIVG 11 MAX FF=5432011 ////// GRADING PLAN SCALE 1':20' I N0 TE.• X FENCE N \VAUL T SQLto / ASPHAL T 2-0.,121,agEnergy- PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: WANSON €"?INV ■ WONG STRAUCH AR C 11 1 T E C T 3 (303) 293-9206 820 SANTA FE DRIVE FAX (303) 293-8207 Demur Colorado 80204 email: finn6wearchitecLoom Anderson & Hastings Consultants Inc. 12596 A. Bayaud Ave., Suite 350 Lakewood, Colorado 80228 (303)433-6486 FAX (303)433-0400 ARM JOB g098-1487 STAMP uI L -3:1 AIA 1.1 MAX- NEW BUILD/NG HAS BEEN MOVED 20 FEET TO THE SOUTH DUE TO A CONFL/CT WITH AN UNDERGROUND ELECTRIC LINE. RE SHT. C5 GR4 fret DR/fr- -37 L EGL ND –5431– x x 37 5431 ••••••••••••••••••S ••••••••••••••••••S ••••••••••••••••••S ••••••••••••••••••S +00* EX/ST. CONTOURS EX/ST. FENCE CONTOURS STORM DRAIN R/PRAP ASPHALT PAVING CONCRETE SPOT ELEVATION FLOW ARROW SOIL RETENTION BLANKET Cf) 0(7)O zzrLC) O - c0 Q 00 Q5Q �M0° O Li < WQH-O JczJ Li_ OOO W W O U � XZCC BUILDING NUMBER: CONTACT: SRI ISSUED FOR: BID & CONSTRUCTION DRAWING SET DATE: 08-31-11 PROJECT NUMBER: 11-165.48 CAD DWG FILE: C4—SITE&GRADING.dwg PRODUCED: C. BECK REVIEWED: J.V. HASTINGS 09.22.11 ADDENDUM 01 09.30.11 PERMIT ISSUE 10.26.11 ADDENDUM 02 4 12.16.11 HORIZONTAL CONTROL 2.15.12 ASI NO. 1 SHEET TITLE SITE & GRADING PLANS SHEET NUMBER: C� 4 N0' 45' 46.00"E N0' 56' 51.00"E SITE BENCHMARK. PROPERTY CORNER—#4 REBAR 1417H RED CAP ELEVA 170N=5424.17 50' LICE/VSE BOOK 568 PAGE 434 FENCE 40' CASCADE GAS EASEMENT BOOK 369 PAGE 380 FENCEX X x X X X X X / / EXIST BUIL D/NG ///////////////////% / FF=5433 32 i ///////////////////// X c3 VAULT X FENCE ASPHALT GATE ASPHAL T 76' MOU TA/N STATES TELEPHONE & TELEG ' 'H EASEMENT BOOK 568 PAGE 4 6'R4VEL DR/VE- 74- f f — ucE PREVIOUS B, FOOTPRINT SECONDARY SITE BENCHMARK: SP/KE ELEVA rN=5428. 80 125' UTE ELECTRIC ASSOCIATION EASEMENT BOOK 568 PAGE 434 HORIZONTAL CONTROL PLAN SCALE 1"=20' P X X x X X 0 76' MOUNTAIN STATES TELEPHONE & TELEGRAPH EASEMENT BOOK 568 PAGE 434 NOT? 77—/ 20 40 HORIZONTAL CONTROL TABLE LOCAL COORDINATE- SYSTEM PO/NT DESCR/PT/ON NORTH/NG EASI7NG ® PROPERTY CORNER W/ RED CAP 2653911 2010.816 ® BUILDING CORNER 1 2564.072 ) 2286.738 30 BUILDING CORNER 2514.107 2285510 ® BU/LD/NG CORNER 2515.581 2225528 0 BUILDING CORNER 2565.576 2226.773 © (e' CONC. PAN 2610.760 2288.923 70 CONC. PAN 2610.760 2225762 © NOTUSED A A 6 t..��___ ® I CONC. PAN/€ RIPRAP SWALE 2611.598 2194.957 1® e R/PRAP SWALE ` 2606.792 2172.063 11 CORNER CONC. WALL>C. 2583. 742 2169.140 0 CORNER CONC. WALL 2596.112 2182216 1® CORNER CONC. WALL "....."..."1/4-..w.-.41` 2599.679 2154.173 1® CORNER CONC. WALL 2610.190 2168.785 1© WEST END 24" RCP k0,2491. 956 2289.076 16 EAST END 24" RCP L2507.528 2330.482 10 SEC77ON CORNER 2638.049 2669.224 1® SP/KE 2204.9s _2539.550 3 STATE PLANE COORDINATES FOR POINT 18: N1623014.95 E2366835.51 NAD 83 LI- GL ND •••••••••• •••••••••••••••••••• •••••••••••••••••••• ••••••• ••••••••••••••••••••••••• *as a .4'a 80 SCALE 1" = 20' 5 NOTE. NEW BUILD/NG HAS BEEN MOVED 20 FEET TO THE SOUTH DUE TO A CONFL/CT WITH AN UNDERGROUND ELECTRIC LINE. SECI7ON CORNER 1-16 78" CMP EXIST. UNDERGROUND ELECTRIC STORM DRAIN RIPRAP ASPHALT PA VING CONCRETE EggEnergyss PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: SWANS`_ "1 RIN1 WONG STRAUCH A F CHIT E CT 3 (303) 293-9206 820 SANTA FE DRIVE FAX (303) 293-8207 Denver Colorado 80204 email: nrmasoramtectcon Anderson & Hastings Consultants Inc. 12596 W. Bayaud Ave., Suite 350 Lakewood, Colorado 80228 (303)433-8486 FAX (303)433-0408 A&H JOB #098-1487 STAMP: z � �0 0—rnco Q C� <mo� 0 W Q 0 0 < F- 0 J n- z -J LJ_ 0o0 L fl L j >- O J UWC\1W xzCC BUILDING NUMBER: CONTACT: SRI ISSUED FOR: BID & CONSTRUCTION DRAWING SET DATE: 08-31-11 PROJECT NUMBER: 11-165.48 CAD DWG FILE: C5-HORIZ CONTROLdwg PRODUCED: C. BECK REVIEWED: J.V. HASTINGS 1n z 0 (n LJ 09.22.11 ADDENDUM #1 2 09.30.11 PERMIT ISSUE 3 10.26.11 ADDENDUM #2 4 12.16.11 HORIZONTAL CONTROL 5 2.15.12 ASI NO. 1 SHEET TITLE: HORIZONTAL CONTROL PLAN SHEET NUMBER: C5 18=0" CUTOFF REINF WI 12" 0.0 E -�„ 1H I o L' 8 " 3'-0', TYP. 8" GABION BASKET, TYP CONCUTOFF C ( CN/ LONG WALL _ 3'-0"' 3'-O" 3'-0" icULEUK- 1(A� c'CJ - '(B� \ , // j pcii) c:7 O "� \ 0 c>.) / zooc 0 /---Tc \� O 0 0 /-----Rooc 0 TYP LONG 18 =0"L CUTOFF WALL -Th 4111.a all, op O ^I \ / O re C 3'x3' ROCKF/LLED GABION BASKET, �� (LBS.) ina \: 6 _ III CONCRETE STEEL NO \ a al a a a a a a a aIlk a IS alk a I _i I_ 8 1 . 1 /nhj /4 ® A WAY 3" CLR /\ H \\/ \/j jj jj j�� M/RAFT FW700- \ \\ RE/NF 12" WITH 0, C, EA jj\�j\�/\\\ 3" CLR 4 54 x 7.7 BEAM - i11 -is r t. TTI 1- x-4 nnin 103 COMPACTED SUBGRADE GAB/ON DROP STRUCTURE SECT/ON SCALE 1/2" = 1=0" 6" THICK CONC. COMPACTED SUBGRADE /40 WAY 4" CDOT CLASS 6 AGGREGATE SASECOURSE CONC. PA VNG DETA/L SCALE 1/2" = 1=0" k. q+ I o L' 3'x3' ROCKF/LLED 3'-0', TYP. 3k3' ROCKF/LLED GAB/ON BASKET 3'x3' ROCKF/LLED GABION BASKET, TYP CONCUTOFF C ( CN/ ) QUANTITIES FOR ONE INLET CIIJCaC7 c WALL BEYOND icULEUK- sttlO.W ea c'CJ \/ (iL: 1,.._ c) ) \ , // j pcii) c:7 0 0 0 c>.) / zooc 0 /---Tc 0c) 0 0 /-----Rooc 0 0 eSa c 4111.a all, op S a c a aSa 11/c1IP a a aa es PER F. (LBS.) / // / I 6 _ III CONCRETE STEEL NO ea a a al a a a a a a a aIlk a IS alk a MIRAF7 FW700 GEOTEX77LE FABRIC /\\/\/�\\\/\\ COMP C D/\/\\/\\�j\�/\ /�\ �� \/ SUBGRADE \A\ GAB/ON DROP STRUCTURE ELEVA 770N SCALE.' 1/2" = 1'-0" 112'_ r1 " ;4X frieSIIII+ .3=0'; TYP. 3k3' ROCKF/LLED GAB/ON BASKET 3'x3' ROCKF/LLED STEEL GRATE QUANTITIES BEYOND, TYP GABION BASKET BEYOND, TYP QUANTITIES FOR ONE INLET %I A sttlO.W ea > __� IObWOzooIOaOzoo/0JOzooIc7 0 40 II. 401111 JOI0�0/O\JO> COI COinilk Ali Si Alk a AS a r /i COMPACTED 3'x3' ROCKF/LLED / SUBGRADE f GABION BASKET, TYP M/RAFT FW700 GEOTEX17LE FABRIC GAB/ON DROP STRUCTURE ELEVA TION SCALE:1/2" = 1=0" 11'-4- 8" 10'-O" 8 R/PRAP AT ENDS OF WALL R/PRAP AT CENTER UNE R/PRAP BEDDING AT C.L. UNDISTURBED GROUND cirri -0" LONG CUTOFF WALL 29.00 END OF WALL 61-0" LONG CUTOFF WALL O Pin RE/NF WITH /4 0 12" 0,C, EA WAY 3" CLR 5'-O" 6 4'--6" 28.19 CL t3 o i RE/NF WITH /4 12" 0 C. EA WAY 3" CLR \C\ LOW TA/L WA TER BASIN SECT/ON SCALE:1/2n = 1'-O" 6' WIDE X 3' TALL X 8" WIDE CUTOFF WALL AT FLARED END SECTION 18"--24" THICK TYPE M R/PRAP ON 12" 7H/CK BEDD/N6 SEE SEC770N A FOR THICKNESSES 6" THICK CONC. VALLEY GUTTER LOW TA/L WA TER BAS/N PLAN TACK COAT 4" FULL DEPTH ASPHALT 8" CDOT CLASS 6�-COMPA" AGGREGATE SUBGRADECTED U A4GGREGATECDOTCLASS 6 BAS�OURSI/ALLEY GUTTER DETAILBA SE (J TYP/CAL R/PRAP SECT/ON SCALE 1/2" = 1=0" SCALE. 1/2" = 1=0" 18" 1H/CK TYPE M R/PRAP WRAF/ FW700 GEOTEXT/LE FABRIC TACK COAT 8" CDOT CLASS 6 AGGREGATE BASECOURSE v 1K ere'r etnI>7Y 2" L/FT-GRADE SX 2" LIFT -GRADE S COMPACTED SUBGRADE (2ASPHAL T PA V/NG DETA/L SCALE 1/2" = 1-0" 6 1-0" NO SCALE TYPE M R/PRAP GRADA 770N (12 /NCH MEAN PARTICLE SIZE) 2' SMALLER THAN INTERMED/ATF ROCK GIVEN SIZE BY WEIGHT DIMENSION (INCHES) 70 - 100 50- 70 35- 50 2 - 10 4=0" 4-O" 21 18 12 4 1'-o° /G 6" DEEP WRAF/ FW700 GEOTECHN/CAL FAR/C (4 era 18" 1H/CK TYPE M R/PRAP KEY WRAF, FW700 1-0" BACK x 6" BELOW FINISHED GRADE /PRAP SWALE SEC TION SCALE 1/2" = 1-0" YlEl PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: SWANSON Cr RINK 1120 Lincoln Street, Suite 1200, Denver, CO 80203 www.swansonrink.com 303.832.2666 ■ WONG STRAUCH AR CH I T L C T 3 (303) 293-9208 820 SANTA FE DRIVE FAX (303) 293-8207 Danes. Colorado 80204 anal: IFmO.aorchRacLoom Anderson Sc Hastings Consultants Inc. 12596 W. Bayaud Ave., Suite 350 Lakewood, Colorado 80228 (303)433-8488 FAX (909)433-0408 AYH 1011 /098-1487 STAMP: zc�op 0 0 ha CD Q 5 Q LJ Moo O Q LJ < f- O JMz74 LLOOO ci (f) WOJ ULJNLL X M BUILDING NUMBER: CONTACT: SRI ISSUED FOR: BID & CONSTRUCTION DRAWING SET DATE: 08-31-11 PROJECT NUMBER: 11-165.48 CAD DWG FILE:C7-DETAILS.dwg PRODUCED: C. BECK REVIEWED: J.V. HASTINGS REVISIONS 1 09.22.11 ADDENDUM fl 2 09.30.11 PERMIT ISSUE 3 10.26.11 ADDENDUM f2 4 12.16.11 HORIZONTAL CONTROL 5 2.15.12 ASI NO. 1 SHEET TITLE: SITE DETAILS SHEET NUMBER: C7 frieSIIII+ STEEL GRATE QUANTITIES k 3^� QUANTITIES FOR ONE INLET A 3 • r LBS WEIGHT 1 /2 �4 V • NO. DESCRIPTION LENGTH PER F. (LBS.) r I 6 _ III CONCRETE STEEL NO 10' 0" PIECES I _i I_ 8 1 . 1 /nhj 1 3/q" R. H STEPS SYMMETRICAL ABOUT Ct 4 54 x 7.7 BEAM 40" 770 103 _ _ _ _ _L._ __ I 4° MIN. I 1 41/2" 4/' CU. YDS. ( ) LBS. ( ) REQ'D. F i 1 s ^ 47" GRATE " 2-6" 0.9 75 0 2 3 /" x /," FLAT 26/ 298 13 STP FTAT2 3° x / FLAT 3 3" x'/" 26/" 2.55 12 BOLTS;, 1111 35"4oPARALLEL �� SLOT DETAIL TO U 'r=1 3"SLOPE 3'-6" 1.2 96 0 TOTAL LBS. - 128 i III�I 1.3 101 1 ROADWAY fL RECESS 1 I 171/ WASHERn•x1•4-0" r� �ta 4'-6" 1.4 116 2 SHALL B 2 3 13/4" 7 SLOTTED HOLE MATCH FOR GRATING -"'-- -1 15A6' OFFSET 5'-0" 1.5 122 2 MEDIAN mamas �6 SHIIINIIM- ' 1 • 3/16 5'-6" 1.7 137 2 SLOE �- -- 1_i_ - -4- - J_ ...i J 6" 5/e x 8" Ilan 6'-0' 1.8 142 3 e -l. PLAN I BOLT " 11/2flW1/2 6-6' 9 58 3 _- -_ -.---' �T-0" 2.0 163 3 CROSS PIPE )'/4" " T-6" 2.2 179 4 - ___-__. __ v _-II v 2" 3° 3„ x'/i 8 -6" 2.3 199 4 is LL 1IN. IST2 Ik ®EOER� 1 INLET WALL ALTERNATE SLOT a-6" 2.4 199 4 12" 2.5 205 5 AND HOLD DOWN 9'-0" I --A ! d-40 -I- STM,) z _ i H GRATE INSTALLATION PLATE DETAIL 9'-6" 2.7 220 5 B 16" 3.0 235 6 II 1 k DETAIL 10'-0" INLET WITH DITCH PAVING SECTION VIEW MAX' GENERAL NOTES 11 -6" 3.4 251 6 F)--- .TT - io Ci" 7-1-402-L\1-rr4 E $) 4%`l 4% gj $ + 1. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST -IN-PLACE OR PRECAST. V PIPE INSIDE DIAMETER SHALL BE 30 IN. OR 2. REINFORCING BARS SHALL BE EPDXY COATED AND DEFORMED #4, AND SHALL LESS. CONCRETE AND STEEL QUANTITIES ARE PIPES REQUIRED. FOR ONE ENTIRE INLET BEFORE DEDUCTION SLOPE TO FIT DIKE .'1," _r--�. HAVE A MINIMUM 2 IN. CLEARANCE. CUT OR BEND AROUND AS 6" OR VOLUME OCCUP ED BY PIPE. WEIGHT OF CONCRETE SLOPE AND DITCH PAVING SHALL BE IN ACCORDANCE WITH EARTHWORK ASSOCIATED WITH DIKE3. HEIGHT OF DIKE 6" 6" I-- STEEL INCLUDES A RING FOR THE MAXIMUM INCLUDED IN THE COST OF THE INLET -j I- 35" ILSECTION507. REINFORCEMENT FOR CONCRETE SLOPE PAVING SHALL BE PIPE ()METER.47"{ i/2° 6 X 6- W1.4 X W1.4 OR 6 X 6-W2.1 XW2.1. 10` -)0:1 r I SLOPE PER FT. MAX. w 0" FI ENATION 4. STRUCTURAL STEEL FOR GRATES AND GRATE INSTALLATION HARDWARE SHALL _ _ BAR LIST FOR H=2 FT -6 IN. 712.06. _ - - • CONCRETE INLET BE GALVANIZED, AND SHALL BE IN ACCORDANCE WITH SUBSECTION AND BENDING DIAGRAM NORMAL MEDIAN DITCH GRADE 4" * 5. THE STANDARD INLET GRATES SHALL BE USED ON ALL TYPE C INLETS UNLESS PIPE - S CONCRETE SLOPE AND DITCH - CLOSE MESH GRATES ARE SPECIFIED ON THE PUNS. MARK NO HEIGHT LENGTH CONNECTING PAVING (REINFORCED) "H" REO'D. LENGTH OF PUN DAN - - (REQUIRES 1.3 CU. YD.) S4 x 7.7 6. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION IS EQUAL TO OR GREATER 401 2 2'-3" 7-11" SHOWN ON C1 4'-0"-_I 1--- 4'-a" THAN 3 F. - 6 IN., AND SHALL CONFORM TO AASHTO M 199. 3'/2" x 14" FLAT 7. SEE STANDARD PUN M-604-11, FOR REINFORCEMENT AROUND THE PIPE OPENING. 401 6 2^ 7" 8'-7" CROSS * 402 3 15'-0" PIPE THIS SLOPE SHALL BE SHOWN ON THE PLANS SEAL CONNECTING PIPE BOTH SIDES I CONCRETE SLOPE AND DITCH PAVING WILL BE REQUIRED WHEN SHOWN ON THE PUNS. ' li SECTION A -A AM= 3/16N0. 401 SECTION B -B - INLET ON GRADE 16 3 x'/4" FLAT 1--3'-5°--1 INLET CONNECTED (FLOW FROM ONE DIRECTION) SECTION D -D 4" x 3/8 ""U° INCREASE DIMENSION TO A CROSS PIPE BEARING BAR 3 /2" x 1/4" FLAT 117 6 N. FOR EACH 6 IN. INCREASE "H" a OF ABOVE 2 FT. -6 IN. 31/x x1/x• p 3/6" FLAT 1n FF ■1 TYPICAL HEX. ROUND ~ OR TWISTED CROSS BARS IN CASES OF SKEWED PIPE, THIS i 3/14 AT 8 N. CTRS. WELDED TO L DIMENSION SHALL BE SHOWN 3" x 3/E," 3 6 - 12"� ON THE PLANS SKEW MEDIAN DITCH FLAT ANGLE GRADE ' I 401/2. :'/.) r 1 �� 4" x BEARING BARS 3/18 3" x /i FLAT 1 • / SPACED AT 23/3" CTRS. SECTION E 33 V2 / Sao'/," 1 N0. 402 6" 1 -E .`'at ,"� SLOPE i/2" PER FT. MAX. SLOPE 1/2" PER Fi. MAX. .,. --a �- 311/; �► �� / �` �` �� r ADD ONE BAR FOR EACH Fr. INCREASE OF °H" ��� G. OF MEDIAN x.s..... a�.a..xs...x.aa , . .. x OF ►���`��``�` ���% '` ABOVEH2 FT. - 6 IN. �,`� OR DITCH *AND DITCH PAVING INLET (REINFORCED) ,. '/ 4 BEAMS54 ■ . rilCEMERUNE ■ TO CENTERI NEL �`��```````'' FROM UCHS OTHER.E EQUALLY SPACED OF ROADWAY �``���� 1/i CONNECTING PIPE �` (REQUIRES 5/14. 3" x FLAT 1.3 CU. YD.) 4'-0"� 13 (±'/e) 4• x3/8• �R//E % ���e..x i��"Lw� -41-0"--.-I SLOT DETAIL IN 3'/2" x i/,•FLATS �4'/a 4'/4" SECTION A -A OPEN SLOT I 1 1 SAME AS IN STANDARD INLET GRATE �E INLET CONNECTED TOA(TO FACILITATE 18 I t INLET AT BOTTOM GALVANIZING) SKEWED CROSS PIPE CTRS. 26'/6" (±1/;) CLOSE MESH GRATE OF VERTICAL CURVE (FLOW FROM TWO DIRECTIONS) STANDARD INLFT GRATE USE FOR PEDESTRIAN AND BICYCLE AREAS ONLY. Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. Creation Date: 07/04/06 Initials: SJR Date: Comments EELD 4201 East Arkansas Avenue C Lost Modification Date: 07/04/06 Initials: LTA OOT Denver, Colorado 80222 INLET, TYPE M-604-10 co Phone: (303) 757-9083 Full Path: www.dot.state.co.us/Design Support / �� Drawing File Name: soaoloolol.dwg CEO Fax: (303) 757-9820 Sheet No. 1 of 1 CAD Ver.: MicroStation V8 Scale: Nat to Scale Units: English Project Development Branch SRJ/LTA 1 P Issued ByProject Development Branch on Jul 04, 2006 ) P Y 11'-4- 8" 10'-O" 8 R/PRAP AT ENDS OF WALL R/PRAP AT CENTER UNE R/PRAP BEDDING AT C.L. UNDISTURBED GROUND cirri -0" LONG CUTOFF WALL 29.00 END OF WALL 61-0" LONG CUTOFF WALL O Pin RE/NF WITH /4 0 12" 0,C, EA WAY 3" CLR 5'-O" 6 4'--6" 28.19 CL t3 o i RE/NF WITH /4 12" 0 C. EA WAY 3" CLR \C\ LOW TA/L WA TER BASIN SECT/ON SCALE:1/2n = 1'-O" 6' WIDE X 3' TALL X 8" WIDE CUTOFF WALL AT FLARED END SECTION 18"--24" THICK TYPE M R/PRAP ON 12" 7H/CK BEDD/N6 SEE SEC770N A FOR THICKNESSES 6" THICK CONC. VALLEY GUTTER LOW TA/L WA TER BAS/N PLAN TACK COAT 4" FULL DEPTH ASPHALT 8" CDOT CLASS 6�-COMPA" AGGREGATE SUBGRADECTED U A4GGREGATECDOTCLASS 6 BAS�OURSI/ALLEY GUTTER DETAILBA SE (J TYP/CAL R/PRAP SECT/ON SCALE 1/2" = 1=0" SCALE. 1/2" = 1=0" 18" 1H/CK TYPE M R/PRAP WRAF/ FW700 GEOTEXT/LE FABRIC TACK COAT 8" CDOT CLASS 6 AGGREGATE BASECOURSE v 1K ere'r etnI>7Y 2" L/FT-GRADE SX 2" LIFT -GRADE S COMPACTED SUBGRADE (2ASPHAL T PA V/NG DETA/L SCALE 1/2" = 1-0" 6 1-0" NO SCALE TYPE M R/PRAP GRADA 770N (12 /NCH MEAN PARTICLE SIZE) 2' SMALLER THAN INTERMED/ATF ROCK GIVEN SIZE BY WEIGHT DIMENSION (INCHES) 70 - 100 50- 70 35- 50 2 - 10 4=0" 4-O" 21 18 12 4 1'-o° /G 6" DEEP WRAF/ FW700 GEOTECHN/CAL FAR/C (4 era 18" 1H/CK TYPE M R/PRAP KEY WRAF, FW700 1-0" BACK x 6" BELOW FINISHED GRADE /PRAP SWALE SEC TION SCALE 1/2" = 1-0" YlEl PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: SWANSON Cr RINK 1120 Lincoln Street, Suite 1200, Denver, CO 80203 www.swansonrink.com 303.832.2666 ■ WONG STRAUCH AR CH I T L C T 3 (303) 293-9208 820 SANTA FE DRIVE FAX (303) 293-8207 Danes. Colorado 80204 anal: IFmO.aorchRacLoom Anderson Sc Hastings Consultants Inc. 12596 W. Bayaud Ave., Suite 350 Lakewood, Colorado 80228 (303)433-8488 FAX (909)433-0408 AYH 1011 /098-1487 STAMP: zc�op 0 0 ha CD Q 5 Q LJ Moo O Q LJ < f- O JMz74 LLOOO ci (f) WOJ ULJNLL X M BUILDING NUMBER: CONTACT: SRI ISSUED FOR: BID & CONSTRUCTION DRAWING SET DATE: 08-31-11 PROJECT NUMBER: 11-165.48 CAD DWG FILE:C7-DETAILS.dwg PRODUCED: C. BECK REVIEWED: J.V. HASTINGS REVISIONS 1 09.22.11 ADDENDUM fl 2 09.30.11 PERMIT ISSUE 3 10.26.11 ADDENDUM f2 4 12.16.11 HORIZONTAL CONTROL 5 2.15.12 ASI NO. 1 SHEET TITLE: SITE DETAILS SHEET NUMBER: C7 O BURY UPSLOPE END OF BLANKET IN A TRENCH 6" DEEP BY 6" WIDE USE A 4" OVERLAP WHEREVER TWO WIDTHS OF BLANKET ARE APPLIED SIDE BY SIDE STAPLE PATTERN MINIMUM 3 PER SOUARE YARD. 0 20 NOF? 77-1 40 80 SCALE 1 " _ 20 ' 1 J I: x TYPE C +'NLET j GRA7t=J3�.9,0 %NV.' T9, -S1. O x It mealtaa At! 2 0 ; 1 ••••go r1/ ��� �••%•� ' r. � ‘€) 24 " �AT 6.7% 3:7 MAX LoWfAILW RE. DETAIL 00. S.F. p8" THICK I /TYPE M RIPRAP x CP FLARED 565 TER BASIN" SHEET C7 STORM DRA/N PLAN SCALE 1"=.20' x L L GFVD —5431— x x 3, 5431 ••••••• •••••••••••• • • OS • • • • •••••••••••••••••••• •••••••••• •••••••••••••••••••• a•a 209 EX/ST CONTOURS EXIST FENCE CONTOURS STORM DRA/N R/PRAP ASPHALT PA V/NG CONCRETE SPOT ELEVAT/ON FLOW ARROW PLACE BLANKET PARALLEL TO THE DIRECTION OF FLOW. DO NOT ✓0/N STRIPS IN THE CENTER OF THE DITCH. USE CHECK SLOTS AS REQUIRED. 03 USE A 6" OVERLAP WHEREVER ONE ROLL OF BLANKET ENDS AND ANOTHER BEG/NS CHECK SLOTS SHOULD BE MADE EVERY 18 INSERT A FOLD OF THE BLANKET INTO A TRENCH 6" WIDE BY 6" DEEP AND TAMP FIRMLY LAY THE BLANKET SMOOTHLY ON THE SURFACE OF THE SOIL: DO NOT STRETCH THE BLANKET, AND DO NOT ALLOW WRINKLES INSTALL STAPLE 20" 01/ CENTER /N TRENCH. PLACE BLANKET PARALLEL TO THE DIRECT/ON OF FLOW AND ANCHOR SECURELY. BRING BLANKET TOA LEVEL AREA BEFORE TERM/NAT/NG THE INSTALLATION. SO/L RETENT/ON BLANKET /NSTALLA TION DETAILS / WATER L/NE LESS THAN 18' CLEAR, ELECT STORM DRAIN JOINT ABOVE 42.4 L.F. 24" RCP ®6.7% WATER LINE AND ENCASE BOTH LINES /N CONCRETE FOR 10' ON EACH SIDE OF CROSS/NG HOR/ZONTAL SCALE 1"-r-20' VERTICAL SCALE 1"=5' 18'-O" LONG' CUTOFF WALL KEY WRAF/ FW700 1=0" BACK 6" BELOW FINISHED GRADE 3x3' ROCKF/LLED GAB/ON BASKET, RE: DETAIL SHEET C7 KEY MIRAFI FW700 1"-0" BACK x 6"BELOW FIN/SHED GRADE Eg®llEnargr PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: SWANSON ,ar RINK ■ WONG STRAUCH AR CHITECT 3 (303) 293-9206 820 SANTA FE DRIVE FAX (303) 293-8207 Denver Colorado 80204 email: 8rmpweamhitect.com Anderson & Hastings Consultants Inc. 12596 W. Bayaud Ave., Suite 350 Lakewood Colorado 80228 (303)433-8488 FAX (303)433-0408 l Q c-a..ni A&H JOB 4098-1487148? STAMP: tx .OL 22917 it' \llv�4r .ft S rrrmiti 09 0 m CD D-rr)C� r J Q 00 Q m 0 0 w rYo L -I Q 0 0 > <I-0 CL WDOD LUpU W W O W U BUILDING NUMBER: CONTACT: SRI ISSUED FOR: BID & CONSTRUCTION DRAWING SET DATE: 08-31-11 PROJECT NUMBER: 11-165.48 CAD DWG FILE: C8—DETAILS&PP.d 9 PRODUCED: C. BECK REVIEWED: J.V. HASTINGS REVISIONS 09.22.11 ADDENDUM /1 2 09.30.11 PERMIT ISSUE 3 10.26.11 ADDENDUM y2 4 12.16.11 HORIZONTAL CONTROL 5 2.15.12 ASI NO. 1 SHEET TITLE: DETAILS AND STORM DRAIN PLAN & PROFILE SHEET NUMBER: