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Home My WebLink About1.1 Vicinity MapA 0.0 Title Sheet /' \ A 0.1 Site Location A 0.2 Property Legal Description A0.3 Site Plan & Access Road Layout A0.4 Access Road Profile & Sections Berger Residence Black Diamond B's Nest, 4 -Mile Creek 4451 Cty Rd 117 Glenwood Springs Colorado List of Drawings A6.10 Section Garage & Loft Bedroom A6.11 Section Back/Loft Bedroom & Bath A6.12 Section Foyer/Back/Loft Bedroom & Bath A6.13 Section Foyer/Laundry/Back A6.14 Section Centerline of House W1.3 Water Service - Loft Floor Plan E1.1 Electrical Service - Basement Plan E1.2 Electrical Service - First Floor Plan E1.3 Electrical Service - Loft Floor Plan A 1.1 Property Layout Plan A 1.2 House Site Excavation & Grading Plan A1.3Utilities A c o,pou s La t Plan `A1.4 F Notes, Window & Door S hedule A 2.0 A 2.1 A 2.2 A 2.3 Floor Area Ratio Plan Basement Floor Plan First Floor Plan Loft Floor Plan A 4.1 Roof Plan A 5.1 A 5.2 A 5.3 A 5.4 Front/South Elevation Hillside/West Elevation Rear/East Elevation Back/North Elevation Front Elevation/Section Profile A 6.0 Section Entryway/Foyer A 6.1 Section Living Room A 6.2 Section South of Stairs A 6.3 Section North of Stairs A 6.4 Section Dining Room A 6.5 Section Kitchen Area A 6.6 Section Loft Decks A 6.7 Section Breakfast Nook A 6.8 Section Back Bedroom West Elevation/Section Profile A6.9 Section Third Car/Shop Area A. UT 1je-u)1-4 /N/5 ISiOLCOk. sC reerilir /'et.NieA;o. Berger Residence 4451 Cty Rd 117 Glenwood Springs, Colorodo Phone: (970) 928-0978 .. O I 44 / 1 tYV3 A6.15 Section Upper East Deck A6.16 Section Breakfast Nook & Deck S 1.0 Foundation Plan S 1.1 Basement Ceiling Log Plan/Schedule S 1.2 Main Floor Framing Plan/Schedule S 1.3 First Floor Ceiling Log Plan/Schedule S 1.4 Loft Floor Framing Plan/Schedule S 1.5 Main Roof Log Plan/Schedule S 1.6 Log Post Plan/Schedule S 1.7 Deck Sequencing Plan S 1.8 Deck Framing System A 8.1 Structural Details - Typical Sections A 8.2 Structural Details - Flooring Details A 8.3 Structural Details - Log Framing Details Note: Drawings to be completed by the Trades Contractors P 1.1 Sanitary Plumbing - Basement Plan P 1.2 Sanitary Plumbing - First Floor Plan P 1.3 Sanitary Plumbing - Loft Floor Plan W 1.1 Water Service - Basement Plan W 1.2 Water Service - First Floor Plan Sheet Revisions 7/29/05 Permit Set of Drawings i� /y -v, D.J. Be ger ts � ate:/. aia BERGER 4161. ENGINEERING 0451 Canyon Creek Dr., Glenwood Spriggs, CO 81601 970-928-0978 Fu 970-945-5380 Project Berger Residence June 3,2005 Prepared For, D & J Berger 111.1 Heating Service - Basement Plan 111.2 Heating Service - First Floor Plan H1.3 Heating Service - Loft Floor Plan II.1 Irrigation Plan 11111111 11111111 X11111 111111111 Drawn By: DJB Checked By: JSB Dote: NOV 2 3 2005 CARFI Lr COUNTY BUILDING & PLANNING Description: Title Sheet Sheet Ao,o B.L.M. IRBAa VC GAP 4/— RFC. 171 7SYAG REBAR A10 CAP LS inn Rn1AR CAP IS j33177 RI y E CORNER =11C14 g GARFIELD COUNTY CAW 1055 P.a6 MASS OF EARJKS NORTHEAST CORNER SECTION 9 APPRCbrATE 1DCATICN or 71E MAIER:CH PPELkE (SEE !CIE 7115, 51 JOSEF ENGEL 4359 COUNTY ROAD 117 GLENW00D SPRINGS, CO 81601-4539 REL M0. 406367 RESA4 AIV GAP is J6ST7 » Cr PAA 1T 101 • CCTV VAULT 645411 TS �5P£E LS FR72 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 92B-0978 Sheet Revisions Al BERGER �► ENGINEERING 0451 Canyon Creek Dr-, Glenwood Springs, CO 81601 970.928-0978 Flu 970.945-5380 Project Berger Residence w15: June 3,21)05 ow,oJ For: D & J Berger Dram er DJB Checke0 Or JSB Cala Description: Site Location & Legal. Descriptio Shag: I'. IMPROVEMENT SURVEY A PARCEL OIC LAND IN THE SW1/4SW1/4 OF SECTION 3, THE NW1/4NW1/4 OF SECTION 10, AND IN THE NE1/4NE1/4 OF SECTION 9, ALL IN T 7 S, R 89 W, OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO REEW M0 CAP LS ¢ RJFOBL REBAR AND CAP LS #3317 BLit. NE CORNER 9EC11DN 9 GARFEID COUNTY CO 1955 P.D.B. 5 89'51'13' E 290.00' FEC KS 255)5: FENC RRAR 200 CAP LS 97972 PROPERTY OFSCRPTION A PARCEL OF LANG SITUATED N THE SRI/2509/4 OF SECTION 3, 7110 NW1/4NWI/4 DF SECTION 10, APA IN 140 9E1/4N01/4 OF SECTION 9. ALL 1N TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE 51X11 PRINCIPAL MERIDIAN, LYING WESTERLY OF THE WEEVILY RIGHT-OF-WAY UNE OF A COUNTY ROAD AS CONS9010100 AND IN PLACE SND PARCEL OF LAND 15 DESCRIBED AS FOLLOWS COMMENCING AT THE SECTION CORNER' COMMON TO SECTIONS 3, 4. 9, AND 10 N SAA TOWNSHIP AND RANGE; THENCE N 0l-01'32' W 135.70 FEET ALONG TIF WE5ERUY 1.40 OF SND SECTION 3; THENCE N 6931714' E 714.07 FEET TO A PONT ON THE 50310RLY RIGHT-OF-WAY UNE OF SAID COUNTY ROAD; THRICE 5 20'46'21' W 51721 FEET ALONG THE WESTERLY RIGHT-OF-WAY UNE OF SAID CORBY ROAD; THENCE 9 1810'53' W 45.71 FEET ALONG THE WESTERLY 81590-0F -WAY LTE OF SAID COUNTY ROAD; 19011E WEST 803.94 FEET; THENCE NORTH 391.15 FEET 79 A PONT ON 7140 NORTHERLY UNE OF SAID SECTIC9 9, THENCE 5 6933'00' E ALONG TIE NORTHERLY UNE OF SAD SECTION 9, 290.00 FEET 70 THE NORTHWEST CORNER OF SAM SECTION 9. POINT 01 91011,10W43, 590 PARCEL OF LAND CGNTNNMO 10.001 ACRES MORE OF LESS IDDM' ACIALO40 70 COLMAN 101150 MST MACE JRT LEGAL gra. 8003.1.1P24 ANY. 1DEOT T. AOS 018117 CHIN T16EE 100.0 AFTER 1.OJ FIRILIADVI 0204 /ELT. 1) ND DINT PAY ANY ACDDI BASED PLN MY 9TCT 810SUR1Er7E 05405104050000420194195390941)10 DATE FFGl1101CAR91 BART HEWER (BASIS OF BEARINGS) APPROXIMATE LOCATION OF THE HAMMERICH PIPELINE (SEE NOTE 90.5 & 6) N 89'58'0' E IEC. 140. 409397 APPROXIMATE LOCATION OF THE \ HAMIIRXD7 PIPELINE (SEE NOTE NO3 & 6) CENDRUNE 0.0 RAILROAD BED APPROX 5'0 WIDTH 14 64'56'13" W PIC. N0. 2)5050 10.0010. ACRES w 40/ 714.07', 10 1/01 3t AND CAP LS FENCE-•\ FOUR NILE CREEK - /91000. LOITERLOIE DUE TO SNOW AND ICE AARR00894 E LOCATION OF TIE AX1HBM P1.142.1:40 (SFE NOTE 90.5) 117-12' W:0.1 ROAD / / 803.94' h EDGE OF P010090NT ELECT. VAULT / / r/ I // REBAR AND CAP LS !3317 5 812'39' W r 45.71' RRAR ANC CAP LS }7972 GRAPHIC SCALE sl so va 2i2 us .3.4wei NOTES: 1) 2) 3) 4) 5) 6) (TN FEE.) )Incl = 60 EL BASIS OF BEAR)800 FOR THIS SURVEY IS A BEARING OF 5 99'51'13" E 90150 N THE NORTHWESTERLY CORNER OF SUBJECT PROPERTY A RE9AR AHD CAP L5 ND. ILLEGIBLE AND THE NORTHERLY CORNER OF SUBJECT PROPERTY. A GARFIELD COUNTY CAP 1965, BOTH IN PLACE. THIS PROPERTY IS SUBJECT T TO COVENANTS AND EA5EN'T5OF RECOS00 OR 49 1CTIONS, PLACE 00 DATE OF SURVEY WAS DECE59ER 17, 1998, AUGUST 19, 2004 AND FEBRUARY 2, 2005, GROUND COYER APPROXIMATE 18' OF 540N AND ICE. THIS SURVEY 15 BASED ON RECORDED DOCUMENTS AND CORNERS FOUND IN PLACE, ALONG WITH TEE TITLE 00.4I1TAEN7 PREPARED DY 1...J0 71TLE GUARANTEE CO1PA':9, 01.0980400 SPRINGS, ORDER NO. GYa44551-3. EFFECTIVE DATE DECEMBER 10, 2004. • THE APPROXIMATE LOCATIONS DF THE PIPELIFES SHOWN ARE DIGITIZED FROM A LMP PREPARED BY SCARROW & WALIO=P. DATED 14.7. 1972 AMD HAVE NOT BEEN FIELD VERIFIED 011E TO SNOW AIA ICE (SEE NOTE 3). PREPARED BYC5CARRGWI&EWALNR DATED MA( NOT MIST Y, 1972. NOTED ON A MAP IIP900099NT S1110/TY STATF4F140 1 FEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING, INC. FOR DONALD J. BERGER AND JAN15 5. BERGER I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL 991291NTHIS THEDATE, 90UNDARIES OF22005 THE PARCEL EXCEPT UTILITY EXCEPT AS 1UM,THFTATHERE ENTIRELY ARE NO ENCROACHMENTS ER09 THE 9030819EO PREMISES BY IMPROVEMENTS ON ANY ADJOINING PRENI5E5, EXCEPT AS INDICATED. ANO THAT THERE' 15 FA APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING (0 BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. 1 FURTHER STATE THAT I HAVE GGLEMhO 0 SPRINGS, 0RDDERRI NT 244391-3,8EFFECTIVETDATEE DECENBERC1 2904 AND 1IND ALL EXCEPTIONS 70 7171E THAT AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON TO THE BEST OF MY KNOWLEDGE. AND 8EL az. 5 m 2 U N w z 0 m 0 6 W C n q 0 m rn2 m= r c PROJECTNO. 2041680.00 0922 1 � 3 r 1- e REC. NO. 285069 REBAR AND CAP LS #7972 3.L v. REBAR AND CAP LS # ILLEGIBLE 895t ',.r 4' REBAR AND CAP LS #3317 B. L M. NE CORNER SECTION 9 GARFIELD COUNTY CAP 1965 P.O.B. (BASIS OF BEARINGS) NORTHEAST CORNER SECTION 9 FENCE Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 APPROXIMATE LOCATION OF THE HAMMERICH PIPEUNE (SEE NOTE N0.5 & 6) JOSEF ENGEL 4359 COUNTY ROAD 117 GLENWOOD SPRINGS, CO 81601-4539 REC. NO. 409397 REBAR AND CAP LS #3317 FENCE Y. ; if 100 Yr. FP TE LOCATION OF THE BERSHENYI PIPEUNE (SEE NOTE N0.5) a1 BERGER r ENGINEERING 0451 Canyon Creek Dr., Glenwood Springs, CO 81601 970-928-0978 Fax: 970-945-5380 Project Berger Residence June3,2005 Prepored For. D & I Berger Dram @J: DJB Checked By: JSB Date: CCTV VAULT X8458.42 TS VENTER t � "'Uri* AND CAP 77' LS #7972 D CAP E OF PAVEMENT 6454.11 TS TWO PONDS Description: Site Plan & Access Road Layout Sheet A�.3 2850 El. 6445 APF"ROXIM AT� LOCATION OF THE 3ESHENYI PIPELINE (SEE \OTE N0.5) Berger Residence Four Mile Creek Glenwood Springs, Colorodo Phone: (970) 928-0978 Xi+4-54 Sheet Revisions Ala BERGER r ENGINEERING 0451 Canyon Creek Dr., Glenwood Spriogs, CO 81601 970-928-0978 Fax: 970-945.5380 Project Berger Residence Bale: June 3, 2005 Prepared For. D & J Berger Dram By: DJB Checked 6y: JSB 14 $:67 Description: Site Plan & Access Road Layout 7» Cc) RFRA LS #79) Sheet 40,5 ,_err 6424 100 Yr FP W Existing 10'-12' Wide Rood 0 n. 6440 EL 6400 O. 6440 6. 6430 6. 6420 C NTERLIN OLD DITCH Hammerhead, Firetruck Turn -around 12 n. 6400 EL 6440 6. 64]0 i M 36. 7400 6 6460 O. 6410 6. 5430 1 n. 6400 EL 6440 6. 54]0 ▪ sta 6160 1 1 Sta. 6100 la EL 5460 46440 EL 6430 rt•111sf 111 •2400 EL 6460 EL 6440 • EL 6430 Cut • 9•f F} • 2 M LV1.46 M A • 7 N 6. 6460 n. 6440 O. 5470 6. 6460 EL 6440 EL 6430 1 El. 6440 EL 040 EL 6460 EL 6440 d 6430 18 it t Existing 10'-12' Wide Road REBAR AND CAP LS #3317 - Hammerhead, Firetruck Turn -around Access Roadway Profile 8c Sections n. 6440 -100 Yr. flood 6 6434 6. 6430 sed 9%0 m• • 53 M EL 6460 6.6440 -100 Yr. Flood 6 6434 D. 5430 1 1 50no'wn 0.4- 964 ry • E •r 1 60 • S� 4000 a 6460 EL 6440 -100 Yr. Deed 6 6434 6. 6470 0t• 5sf 11 • 561 6. 6460 6- 6440 6. 6430 El. 6430 1 ' 4s0D fa • i sr 6.6460 6.6440 100T. /load 6 640 6. 5460 6. 0440 O. 6430 1 1 6666 6560 iL 6450 EL 6440 EL 640 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Sheet Revisions 11-19-05 Rev#1 Joint Driveway Alignment DJ Berger 6. 6460 6. 6440 100 It Reed 664.36 • 6. 6430 Cart •6sf 16 •6E at El. 540 6. 6440 100 W. 0604 6 6436 3400 • Cart • 0 sf ry •17 sf EL 6430 4 BERGER h ENGINEERING 0451 Canyon Creek Dr., Glenwood Springs, CO 81601 970-928-0978 Fax: 970-945-5380 6. 6460 El.. 6443 EL 6430 EL 6400 EL 6440 6 6430 Fl. 6460 EL 6440 1 ~ S1a. 245D Proposed Road Gr3de 4X 6. 6460 -NO W. EL 0804 407 6. 6430 an• Al1N s • 1 --� 1 st, 4"roo' 0. 6460 6. 6440 6. 6430 fa • [7of n. 640 - s 11 r 1160r ill,534 sf 1 Prated: ro Berger Residence June3,2005 Prepared Fon D & J Berger El. 640 El. 6440 14. need 6 5434 EL 643 Drawn er DJB Checked Br: JSB Data: 8 EL 6480 EL 6480 EL 6440 EL 6460 B. 6450 EL 6446 EL 6460 6. 6460 EL 6440 4 MILE ROAD Center,..Lin Onload Year Floo Ei. 6335 A EL 6460 EL 0460 400 W. 0664 0. 6434 • EI. 6440 Is m 1160 Cut : 111 off (Left Looking_Dpstat 6 16 s� 6460 El. 6460 0- 6460 65440 Cart• LI of N • 3 sf 6. 6403 D. 6460 EL 6440 • • 6640 04'00 na Right Looking Up A on otion E A Description: Access Road Profile & Sections 6.6460 D. 6460 O. 6440 El- 640 Sheet 0,4 41 1.. Fit 00 Year Flood EL 6338 If I Ig 6. 6460 6- 6440 6. 6430 El. 6430 1 ' 4s0D fa • i sr 6.6460 6.6440 100T. /load 6 640 6. 5460 6. 0440 O. 6430 1 1 6666 6560 iL 6450 EL 6440 EL 640 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Sheet Revisions 11-19-05 Rev#1 Joint Driveway Alignment DJ Berger 6. 6460 6. 6440 100 It Reed 664.36 • 6. 6430 Cart •6sf 16 •6E at El. 540 6. 6440 100 W. 0604 6 6436 3400 • Cart • 0 sf ry •17 sf EL 6430 4 BERGER h ENGINEERING 0451 Canyon Creek Dr., Glenwood Springs, CO 81601 970-928-0978 Fax: 970-945-5380 6. 6460 El.. 6443 EL 6430 EL 6400 EL 6440 6 6430 Fl. 6460 EL 6440 1 ~ S1a. 245D Proposed Road Gr3de 4X 6. 6460 -NO W. EL 0804 407 6. 6430 an• Al1N s • 1 --� 1 st, 4"roo' 0. 6460 6. 6440 6. 6430 fa • [7of n. 640 - s 11 r 1160r ill,534 sf 1 Prated: ro Berger Residence June3,2005 Prepared Fon D & J Berger El. 640 El. 6440 14. need 6 5434 EL 643 Drawn er DJB Checked Br: JSB Data: 8 EL 6480 EL 6480 EL 6440 EL 6460 B. 6450 EL 6446 EL 6460 6. 6460 EL 6440 4 MILE ROAD Center,..Lin Onload Year Floo Ei. 6335 A EL 6460 EL 0460 400 W. 0664 0. 6434 • EI. 6440 Is m 1160 Cut : 111 off (Left Looking_Dpstat 6 16 s� 6460 El. 6460 0- 6460 65440 Cart• LI of N • 3 sf 6. 6403 D. 6460 EL 6440 • • 6640 04'00 na Right Looking Up A on otion E A Description: Access Road Profile & Sections 6.6460 D. 6460 O. 6440 El- 640 Sheet 0,4 3.L ofREBAR AND CAP LS # ILLEGIBLE REC. NO. 285069 REBAR AND CAP LS #7972 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 FENCE REBAR AND CAP LS #3317 B.LM. NE CORNER SECTION 9 GARFIELD COUNTY CAP 1965 P.O.B. (BASIS OF BEARINGS) NORTHEAST CORNER SECTION 9 /— APPROXIMATE LOCATION OF THE HAMMERICH PIPELINE (SEE NOTE N0.5 & 6) JOSEF ENGEL 4359 COUNTY ROAD 117 GLENWOOD SPRINGS, CO 81601-4539 REC. NO. 409397 REBAR AND CAP LS #3317 FENCE 54, EDGE OF PAVEMENT CCN VAULT 100 6458.42 TS VENTER "Egtit AND CAP Y.<rhr 1. 7/' REC. NO. 2850 Sheet Revisions 100 Yr. FP LOCATION OF THE BERSHENYI PIPEUNE (SEE NOTE N0.5) 4aBERGER ENGINEERING 0451 Canyon Creel: Dr., Glenwood Springs, CO 81601 970-928-0978 Fax: 970-945-5380 Project Berger Residence Drawn By: DJB Checked June 3,2005 JSB Prepared Fon D & J Berger Description: LS $7972 D CAP 6454.11 TS TWO PONDS Site Plan & Access Road Layout Sheet A4/ Scale (/*ft) S E 1 N: it all wit 1: 1 (H ca a do w th ' — ft erti se /of oun.atio vat on, �a• T enc note ackfII h ving Amoco fabr c o 8— n c -n ter act -d to 95e. St rogtor ,•ens.ty Pr !vide Driin roun N rth xca� Dylig� D Pains 20f - ft from atiorn on Peri a rr Tre ch c. Se tic L n.e et:r Fo ndion all ti oun Wet& n/W. IIs. a inim m Buil.ing Eas Si• e El. 16437.5 Bac fitftl. 6/437.5 Tre ch Ex Foter Exc. 9 1 El. 6440 El. 640 231 X 462.38 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Sheet Revisions 1228 6443. TB Aa BERGER r ENGINEERING 0451 Canyon Creek Dr., Glenwood Spring. CO 81601 970-928-0978 Fax: 970-945-5380 Project Berger Residence Date: June 21, 2005 Prepared For. D & J Berger Drown By: DJB Checked By JSB Dabs Description: House Excavation & Site Gradin Plan Sheet NE CORNER SECTION 9 GARFIELD COUNTY CAP 1965 P.O.B. a43E411 & #331 56.2 Ir �r� , i -4u&n/// 7%///!/i/I//1/1//%. /////////44V / --5 R \ LJLLJ Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Agi BERGER ENGINEERING 0451 Canyon Creek Dr., Glenwood Springs, CO 8 1601 970.928-0978 Fax: 970-945-5380 Project Berger Res'dence June 3, 2005 Prepared For: D & J Berger Dram By. DJB checked Br. JSB D e.,:; 7.177 CCTV VAULT 100 6458.42 TS YENTER' ND CAP b1 E OF PAVEMENT 101 6454.1 TS TWO PONDS Description: Utilities Access Layout Plan Street Ai3 „ / VTR:F.1,10e 1.. er, 1 \ . 9 1 I • • , \ I \ 30 29 1 1 . 28 I ..g , „„. , 27 ? 1 \ 1 \ ZONE 0 ...------"-- ? .......--- 1"-------N------- ---4________ ...,,L_ _. ........._ I i •• 4 le I , I / ..- tI, 4/:„,y., i• nri -.„-\, i\, , .„,.., —i/ ! f ,. — •,.. -11 'i i- --- i r — / i / 1 i • : I • \ 1 i \ i 1 .; i \ ri a ‘', 1 , 1 1 31 li /32 i i 33 if) li zaplEc •,--, t \ q • N\ 1 .: \ \ I \ E I I 1 1 I 1.3 I 1.1 i 1 1 . i — - ---1±- -k- ---4- --- • \\. \ C':, ',.. 1--------------T-TrE- • 1 "3 fr.0,..\\:: I \\ / i ...'— ' 11 ,--- A , ..., -.-. 6 7 li '4 I -a-- --AI ---1 8 14, YU 34" , 'If .1.4 . .„... ii:F.rL1, ' V I) ) I I h ,: ; i ...iiiiij.,ZiCOTi.:::. , 62 :7;1 I ,....r......il ,, -;;;..:;,517 ,„; . ) 1 lifiz•'1„.1'. :. 1 c.a.,. 1 11 I 7. ..,:ci ZONE AZ, 18 Etrawr..., ItEvATION OKC.H.710.. 1.00,404 ams V,4 ns. nt ( ZONE „ 1,z..1 r 1— 5 1.1 1 \ 1 (NI ;•••-1, \ --r 11 • 311 8 9 / e 2000 P.2 .1. 131 ,f,11 1434 ZONE C I 1 i ! 1• \\• „ SY.) 10 um .4,1 1 03)340 0-1 .55F 17 .P4441, 1,4•141.. /' i i / I amr4.._._ir ,/1 I ZONE A2.-- i 1 i ES i .---- i / I / 1 ....---` .—......" 20340 13 80 00 MAI' AREA EKE% ER TP1E31E1113 LOCATE, VETIEE TEWEEW MUM RENgE 51WEST AND TDEMSIM SOUP% 0..AX,R" SS MST 14 KEY 2034341 •1•11:. EXPLANATiON OF ZONE DESIGUATiON4 /41 Arbu ../r. 414,4,14.-. 4.. nv.-1• .14•4•44 V .44 04 ••.V. is, V:44.1.• ..a,tv ,ef ••• • :4 • i •• ,3•13.1 11.11...133,34133411,141....wa, NOTES 10 USER tra • ihra In F3, / 44343. 44:1 13-1.• $11,1,13." 1,033 , .Vv) WS:WA:0X RATE 153430F115131#., 1113141,554,0 51.53 1.,50.5.1.11.43 *1=1,35530131 in1•1 ; • t 1...1 I! I :sc... ENNIS Mel EATIONta RUB IMAM: MEAN 34 FIRM FLOOD INSURANCE RATE MAP .„,.1 GARFIELD COUNTY, 11 COLORADO moNcORPORREAS) PAIVEL 1446 OF 1900 I 13 MENU -PANEL NMER 0E9296 14468 MAP REVISED: I JANUARY 3,1986 ifkderalVarargenar 5.1.14.71L-nAsrucy 1 " fo 144ex, 144:19 4ir-r ZO 0 x R .4"fr'rcAtriSt. 6458 648 049 6 0 26 653 \ / I 7 s) I i 1„) I 1 i i/-------• ! ,-- / L._ 1 A .7 ;Sr- _.) 1 3.L. v REBAR AND CAP LS # ILLEGIBLE REBAR AND CAP LS #3317 B.L. NE CORNER SECTION 9 GARFIELD COUNTY CAP 1965 P.O.B. Rrzir 7ff ' Z90.0 (BASIS OF BEARINGS) APPROXIMATE LOCATION OF THE HAMMERICH PIPELINE (SEE NOTE N0.5 & 6) JOSEF ENGEL 4359 COUNTY ROAD 117 GLENWOOD SPRINGS, CO 81601-4539 REG NO. 409397 41.tqf 5-7 ..nz 446ATFIEASINGORNER ••,i T1 Ari ftoPliri ea‘ k • Ivor; PAVEMENT REC. NO. 285089 6 REBAR AND CAP LS p972 LS #7972 D CAP 2850 `ROXIMAT� LOCATION OF THE BERSHENYI PIPELINE (SEE NOTE NO.5) Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Sheet Revisions Ala BERGER 46. ENGINEERING 0451 Canyon Creek Dr., Glenwood Springs, CO 81601 970-928-0978 Fax: 970-945-5380 Project: Berger Residence June3,2005 Rowed For: D & J Berger Drown By: DJB Checked By: JSB RFRAR LS #79; .5o fat /;:lie_r; iv/ e Description: -- 04,091 Site Plan & Access Road Layout Sheet Berger Residence Four Mile Creek Glenwood Springs, Colorado A BERGER IL ENGINEERING 0451 Canyon Creek Dr., Glenwood Springs, CO 81601 970.928-0978 Fax: 970-945-5380 Description: Site Plan & Access Road Layout EL. 6450 EL. 6440 EL. 6430 6440 /1. 00 Yr Flood ♦ ♦ *► V i�,►1j 44444%',%'* 125 100 SECTION #1 100 Yr Flood EL. 6440 ► s mai ' **.+ ars ' 'n#*'► l**'**i'a�' ,��'�4 a'iaaw ♦♦ �►� 40*0*******� ************# i�` ,�L as•a0i�i�*�a'ri4� a �1 9 ♦ ♦ap *, */ **00,.** �� ' + 4 4`" 4► . i4 ..4, .a►t %�&.4 rsa�.�►,..►� . �s r i a� i aaw ii Main Channel Four Mile Creek 75 50 25 15 5 CL 5 Sto. 0+00 15 25 50 75 100 Cut = 6sf125 Fill = 1 sf Auxilliary Channel Four Mile Creek No Survey Data in This Area EL. 6450 EL. 6440 EL. 6430 EL. 6450 EL. 6440 EL. 6430 ridge Deck EL 6444 SECTION #2 100 Yr Flood EL. 6439 L 6439 100 Yr Flood 125 Main Channel Four Mile Creek 25 15 5 CL 5 Sta. 0+00 50 75 100 Cut = 6 sf 125 Flit = 1 sf Auxilliary Channel Four Mile Creek No Survey Data in This Area EL. 6450 EL. 6440 EL. 6 430 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Sheet Revisions 1/11/05 Joint Access Road Alignment DJ Bergei I BERGER a& ENGINEERING 0451 Canyon Creek Or.. Glenwood Springs, CO 81601 970-928-0978 Fax: 970.945-5780 Prefect: Berger Residence Dale: Nov 11,2005 Prepared Fen D & J Berger Drown Br DJB Checked By: JSB Date: Description: Access Road 100 Yr Floodplain Profiles Sheet EL. 6450 EL. 6440 EL. 6430 ridge 6444idge Deck I. 6438 100 Yr Flood SECTION #3 100 Yr Flood EL. 6438 125 100 Main Channel Four Mile Creek rlveway Embankment lowe+Amo*V4+TrnTr%:4* VV. 'Crior 414. 50 1. 6438 100 Yr Flood 25 15 5 CL 5 Sta. 0+00 15 25 50 75 4 -ft Dia CMP Downstrea Auxilliary Channel Four Mile Creek 100 Cut = 6 sf 125 Fill = 1 sf EL. 6450 EL. 6440 EL. 6430 EL. 6450 EL. 6440 EL. 6430 1. 6437 100 Yr Flood tA4,04.4 444 4.4 125 100 Main Channel Four Mile Creek 75 50 SECTION #4 100 Yr Flood EL. 6437 rlveway Embankment ►.••44:•* 4+*•• SDs + •+,4t*40i+i141 F 1. 6437 100 Yr Flood adb 411-4641,46 A.. 100 Cut = 6 sf 125 Fill = 1 sf 25 15 5 CL 5 Sta. 0+00 15 25 50 4-7A Dia, CRP/ Auxilliary Channel Four Mile Creek EL. 6450 EL. 6440 EL. 6430 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Sheet Revisions 11!11!05 Joint Access Road Alignment DJ Berger Ai BERGER ENGINEERING 0451 Canyon Creek Dr., Glenwood Springs, CO 81601 970-928-0978 Fax 970-945-5580 Pnajsck: Berger Residence Date: Nov 11, 2005 Prepared Fan D & J Berger omen er DJB Checked By: JSB Date: Description: Access Road 100 Yr Floodplain Profiles Sheet: EL. 6450 EL. 6440 EL. 6430 EL. 6450 EL. 6440 EL. 6 430 6436 100 Yr food SECTION #5 100 Yr Flood EL. 6436 rlveway Embankment 1. 6436 100 Yr Flood 125 100 Main Channel Four Mile Creek 1. 6435 100 Yr Flood 75 50 125 100 Main Channel Four Mile Creek 75 25 15 5 CL 5 Sta. 0+00 15 25 SECTION #6 100 Yr Flood EL. 6435 50 75 4 -ft DIa, CFR Auxilliary Channel Four Mile Creek EL 643 rlvewny Embankment tooOut = 6 sf 125 Fill = 1 sf 100 Yr Flood . <. �:iO+i++"0+0+++++++++4+ .r T +4 + ie +1114,4 a : ♦of lf* 44, ,• r 50 25 15 5 CL 5 Sta. 0+00 15 25 50 75 4 -ft DK. CMP-/ Auxilliary Channel Four Mile Creek 100 Cut = 6 sf 125 Flit = 1 sf EL. 6450 EL. 6440 EL. 6430 EL. 6450 EL. 6440 EL. 6 430 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Sheet Revisions 11/11/05 Joint Access Road Alignment DJ Berger d BERGER ENGINEERING 0451 Canyon Creek Dr., Glenwood Springs, CO 81601 970-928-0978 Fax: 970.945-5180 Project Berger Residence Date: Nov 11, 2005 Prepared For: D & J Berger Drawn By: DJB Checked By: JSB Dater Description: Access Road 100 Yr Floodplain Profiles Sheet EL. 6450 EL. 6440 EL. 6430 EL. 6450 EL. 6440 EL. 6430 L 6434 100 Yr Flood SECTION #7 100 Yr Flood EL. 6434 125 100 Main Channel Four Mile Creek 75 50 El. 643 100 Yr Flood 25 15 5 CL 5 Sta. 0+00 15 25 EL 643 100 Yr Flood 411. 50 CULVERT CROSS SECTION 100 Yr Flood EL. 6437 to 6434 verny Enbnnkrlent Iverny Embankment .��'��ttil.!!i� iilii!!iililiil� •�liiii!!!ii!!ii' ♦i�!liiiiliiiiii�• .4r0vit♦iiiiiiiiiiii!lii....iii.., .g..4.,• Bili!• • • •ilii/ii iiiilliiiii!lliii�i. \ +#�li4.4iiiilii"4iiiiiliiiii • 414iiwif/. w - ,^ " 100 Cut = 0 5f 125 Filo = 488 sf 4 -ft Dia. L Auxilliary Channel Four Mile Creek zEl, 6434 100 Yr Flood 125 100 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 4—ft Din. CP4 • s s a a #1. 'x41 4X - Sta. 0+00 Sheet Revisions 11/11/05 Joint Access Road Alignment DJ Berger Cut = 0 sf FILL = 865 sf EL. 6450 EL. 6440 EL. 6 430 EL. 6450 EL. 6440 EL. 6430 r BERGER ENGINEERING 0451 Canyon Creek Dr, Glenwood Spring, CO 81601 970.928-0978 Fac: 970.945-5389 Protect Berger Residence Drawn By: DJB Nov 11, 2005 Necked 8r JSB Prepared For D & J Berger Description: Access Road 100 Yr Floodplain Profiles EL. 6450 EL 6440 EL 6430 25 EL 6450 EL 64-40 12 17 S a 5 Sta. 7+00 EL 6450 EL 6440 13 26 EL 6430 13 Cut = 111 sf Fall = 24 of EL 6450 EL 64-40 EL 8430 26 16 3 a 6 15 25 EL 6430 Sta 6+50 Cut = 33 sf FRI. = 2 sf EL. 6450 '^--- EL 5450 EL. 6440 EL 6440 EL 6430 26 is Sta 8 0a Cut = 49 sE]_. 6430 FI] a 7 sP 18 rn E1. 6430 ""`• EL 6440 EL 6430 2 EL 6450 EL 6440 EL 6430 EL 6450 EL 6440 EL 6430 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 18 to Access Roadway Profile & Sections 1S S a 6 Sta. 5+50 18 4 N EL 6450 EL 64.40 -100 Yr. Flood El, 6434 13 EL 6430 Cut = 53 sf FRl = 3 sf EL 8450 EL 8440 -Ida Yr. Flood E3. 6434 .... EL 6430 55 IS Sta. 5+00 Cut • 51 sf 23 16 6 5. 5 5ta 4+50 FRI = 1 sf EL 6450 -. EL 6440 100 Yr. Flood El. 6434 6430 E 15 25 l.. Cut * 5 sf r2] = B sf Bridge Deck Elev. 6444 -Proposed Rood Grade 4% fj i M 00 Year Flood El. 6338 111 .3 6450 EL 6440 EL 6430 EL 6450 EL 6440 EL 6430 EL 6450 EL 6440 EL 6430 18 N EL 6450 EL 6440 - 100 Yr. Flood El. 6439 5 CL 5 15 25 E1. 6430 Sta. 4+00 15 6 GL 5 Sta. 3+50 Sheet Revisions 11-19-05 Rev#1 Joint Driveway Alignment DJ Berger Cut * 6 5? Fll = 6 sf EL 6450 EL 6440 100 Yr. Flood El. 6438 15 25 Cut - 0 sf FRI = 61 sf EL 6430 18 1., EL 6450 EL 6440 EL 6430 25 15 Sta. 2+50 Cut 75 75 sf EL 6430 FRB = 1 sf Center L-irr of Road 0100 Year F'loocI El. 6335 E1. 6450 EL 6440 '100 - Yr. Flood E7. 6437 EL. 6450 EL 6440 E1. 6430 25 13 EL 6450 EL 6450 EL 6440 EL 6440 _ _.. 100 Yr. Flood El. 6438 s 0. e 16 EL 6430 EL 6430 25 Sta. 3+00 Cut = 0 sf FRI - 17 sf AI BERGER ENGINEERING 045] Canyon Creek Dr., Glenwood Springs, Ca 81601 970-9284979 Fax: 970-945-5380 Project, Berger Residence Date: June 3, 2005 Prepared For. D & J Berger EL 6450 �- -� 0. 6440 1150 Yr. Flood a 6435 EL 6430 Sta 2+00 Cut - 0 sf s 0. s Sta. 1+50 FRI * 275 sf EL 6450 EL 6440 1+r Yr. Flood El. 6434 EL 6430 Cut = 0 sf FRI = 534 if thorn 9y. DJB Checked Be JSB Date El- 5480 EL 6450 EL 6440 EL 6480 EL 6450 El. 6440 25 e, to Std. +00 8 a EL 6460 EL 6450 N 100 Yr. Flood El. 8434 1S 26 a. 6440 Cut = 18 sf FRI * 8 sf EL 6460 EL 6450 5 (L 6 15 2S EL 6440 Sta 0+50 put* 13 sf FRI = 3 sf EL 6460 EL 6460 EL 6450 _.,,.,r.__. EL 6450 Et. 6440 26 15 S5 0+00 Cut = 6 sf EL 8440 FRI = 1 sf Description: Access Road Profile & Sections Sheet, 40.4 1 x 0 7 14 599,000 828 14 589,366 E1464,986 69'64��} 6 a0 COUNTT ILD_ 198 827 H 598,437 E 1,484,969 825 N 598,578 E 1,484,903 826 N 598,465 ,,484,97 N 599,000 824 H 599,282 E 1,485,047 623 N 599,329 E 1,485,058 922 N 599,375 5 1, 485 ,064 H 600,000 821 N 599,951 E 1,465,290 821 N 599,748 9 4 E 1,485,694 _I- 10' 3 519 N 600,366 820 E 1,485,717 N 600,311 19 600,409 NI 000,374 820 14855913 E 1,485,529 N 600,398 819 E 1,485,951K 600459 118600,467 E 1,485,370E 1,485,97/ / 516.1 829 '2 625 826 E 712 6,20 827 N 601,000 61 7 H 601,024 E 1,485,766 1317 14 600,940 E 1,486,220 816 N 601,797 E 1,496,045 816 H 601,557 E 1,486,459 H 602,000 815 14 601,890 �.E 1,486,062814 815 N 001,841 14 601,742 E 1,486,050 E 1,480,256 815 14 601,654 E 1,456,514 6460 545 644 814 H 601,682 E 1,485,531 5 1,485,000 Z r� 929 N 597,562 I E 1.485.544 '.n a65 6 �f. 55 826 N 599.380 E 1,485,181 825 N 595.318 5 1,485,409 826 N 598,459 E 1,485,191 627 N 596,412 E 1,485,196 824 N 599,040 E 1,4135,430 826 N 599,502 E 1,485,329 827 H 598.404 E 1,485.381 . 64 5473. 823 H 599,085 E 4,485,455 2 12599,113 649F.13 E 1,485,4701 f � 1/ 15483.0. E L486,000 h a N 468.8, -16489.31 1162 } 6423.11 x.� / z,/ ,/ �'•// l' / 5'' /•`�%�j � jam` % - •_--. � it / - •;.i'r%i l 1 1 /. i \ \ \• ` ,; f /- '/.- • •/ / f _ f / 0 / / ! I I 1 1 \ I I -;�� ✓Y 5, 51./ f r;. •%` %. '} i' ` _' ,` / ./ /' / nsi�IS_II 1 1 1 �\1 \ / ( ) /1- !. l- • it I , - \ 1 1 1! R ++\ t \ ,i\ % i'r 6390 - ✓s` \ +t \ 7," 6450,E �� 6460 31-1E1 _6320 -6330 5r� 6340-d . +-22-2. 0 0 E L406,000 BA815 OF HORIZONTAL CONTROL' THE 00L014000 STATE PLANE C00RDIN4TE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 G5 ANO/OP 35051 TRIANGULATION STATIONS WERE USED. NAME ORDER COOR(96TES CATHER/NE 2nd X=1,516,508.42 '7: 581,255.78 GNAT 3rd 3.1,231.566.60 T= 523,643.10 BASIS OF VERTICAL CONTROL: USC 6 GS SEA LEVEL DATUM. 805E0 ON THE FOLLOWING 8ENCHMA8145o NAME 0-156 4870.74 05 Q 0 x ORDER 2.41 244 ELEVATION 6192, 284 4869.860 LEGEND HORIZ. CONTROL VERTICAL CONTROL 9ENCHI458N PHOTO CENTER ----- GRID POINT CROSS SECTION POLE FENCE TREE BRUSH or 5(9118 FOUNDATION or RUINS SECTION LINE 7OUNO SECTION CORNER UNFOUND SECTION CORNER �-- APPROX. SECTION LINE COMPILATION BY PHOTOGBAMMETRIC METHODS rc0y 5"V11 ry r 5" 00, 6E81EL PHOTOGRAPHY' TAKEN NOV. 15,16,817, 1982 THIS MAP COMPLIES WITH NAT109161 MAP ACCURACT STANDARDS ARED 8Y' ANALYTICAL SURVEYS, INC. 4167 51NT014 8050 COLORADO 5PO4NGS, CO. 80907 PREP 303-593-0093 SCALE 1N _ FEET _Y zx ). �w..1..-Efl51__ - / COLORADO RIVER AND TRIR'JTAP'.E_5 FLOOD PLAIN STUDY PREPARED FOR GARFIELD 8 MESA COUNTIES, COLOR AD IH COOPERATION WITH COLORADO WATER CONSERVATION 90890. DENVER, COLORADO . OEOEM9ER, 1982 r% w I u • 4,5 1 • irt 1 p 3r P )t ) ye� 4 Wirt 0 U ti) 0 4 z Qn LOE 141)C "baa ti)atr '-'1P j hoc v r• A'P`R O X I M A T LOCATION OF THE BERSHENYI PIPELINE (SEE NOTE NO.5) Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Sheet Revisions Al BERGER r► ENGINEERING 0451 Canyon Creek Dr., Glenwood Springs, CO 81501 970-928-0978 Faa: 970-945-5780 Project: Berger Residence Data: June 3,2005 Prepared Fon D & J Berger Drawn eY- DJB Checked By: JSB Dots /0. Description: Site Plan & Access Road Layout Sheet EL. 6450 EL. 6440 EL. 6430 f1i. 6440 00 Yr Flood SECTION #1 100 Yr Flood EL. 6440 Main Channel Four Mile Creek 25 15 5 CL 5 Sta. 0+00 100 Cut = 6 sf 125 Fill = 1 sf Auxilliary Channel Four Mile Creek No Survey Data in This Area EL. 6450 EL. 6440 EL. 6430 EL. 6450 EL. 6440 EL. 6430 �ridge Deck t. 6444 6439 100 Yr FLood 125 100 Main Channel Four Mile Creek veway Embankment SECTION #2 100 Yr Flood EL. 6439 ,••• ♦•a�►♦"r 01:4 4,44).4:44; i♦• • ••••++♦♦ ♦♦s r♦�+ 1♦♦ ♦� ♦4`4*i♦♦♦♦ ++1*�e♦ �'i o 4, 44).4 4; sem♦• 41,.. •♦ .1 '1 ♦+# • ,44 ♦'' 6. .:* ♦�♦• ♦♦'♦'♦�i'•• •i♦♦a�♦♦*V ♦+s 44 og►�•'s♦♦♦♦* ♦ ♦ Pi a+♦♦ik Ate # i'i:ti+ •14Pa •°�w♦♦".0.0.4It' ilitA •♦*r+*. ��►•ti: t+ b. y 15 25 50 25 15 5 CL 5 Sta. 0+00 O,14-4 :44 4 ♦ 50 75 100 Cut = 6 sf 125 FRI = 1 sf Auxilliary Channel Four Mile Creek No Survey Data in This Area EL. 6450 EL. 6440 EL. 6430 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Sheet Revisions 11/11/05 Joint Access Road Alignment DJ Berger 2/3/06 Revised for East Bridge BOCC Mfg DJ Berger Al BERGER � b ENGINEERING 9451 Canyon Creek Dr., Glenwood Springs, CO 81601 970-928.0978 Fax: 970-945.53S0 Project Berger Residence Nov 11, 2005 Prepared For: D & .1 Berger Drain BY DJB etweiww 0r: JSB Data Description: Access Road 100 Yr Floodplain Profiles Sheet Cut= 0sf FIU. = 865 sf EL. 6450 EL. 6440 EL. 6430 EL. 6450 EL. 6440 EL. 6430 125 I. 6434 00 Yr Flood SECTION #7 100 Yr Flood EL. 6434 y��,��►+.+: ►a .►mow. r 100 Main Channel Four Mile Creek 75 50 �a# y�v ®4 4fv 4'► Ar.,.► t•..i A A..U..,d..A.1 A. 25 15 5 Cl- 5 Sta. 0+00 L. 6434 100 Yr Flood elerehrellk A-emir/6. 44 A. 15 25 50 15 -ft Vide �rlvewny Bridge Hob a l 6438 Embankment 4 :444 ♦�♦444444♦*+4.•••••� ,-'+�, .•44444444444444• � .•4444444444444444/ 4 ••••••SASA..S.0•A •4•*..4,4;%:44, s4):".....„ • Cut = 498 s = 0 sf f 125 FIll Auxilliary Channel Four Mile Creek 100 EL. 6450 EL. 6440 EL. 6430 EL. 6450 EL. 6440 EL. 6430 El. 643 100 Yr Flood 15—ft WIDE BRIDGE PROFILE 100 Yr Flood EL. 6437 to 6434 lveway Embnnicment .r • ••••••• 4.4.4. ,••••4.4.44-v _..... r••:• 'rZ:Ztt• • a:*•+•f••^•*V•#WO•`4•'•`••`�` 15 -ft Vide Bridge Hoe e l 6438 I. 6434 100 Yr Flood 125 100 Sta. 0+00 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Sheet Revisions 11/11/05 2/3/06 Joint Access Road Alignment Revised for East Bridge BOCC Mtg DJ Berger DJ Berger Ali BERGERR. ENGINEERING 0451 Canyon Creek Dr., Glenwood Springs, CO 81601 97(1-928.0978 Fax: 970-945-5580 vrojxt Berger Residence Dot« Nov 11,2005 Prepared Fon D & J Berger Drown Bx DJB Checked e1 JSB Description: Access Road 100 Yr Floodplain Profiles EL. 6450 EL. 6440 EL. 6430 EL. 6450 EL. 6 440 EL. 6430 ridge Deck El, 6444 6438 100 Yr Flood SECTION #3 100 Yr Flood EL. 6438 riveway Embankment 1. 6438 /rE 100 Yr Flood 125 100 Main Channel Four Mile Creek 6 6437 100 Yr Flood 50 25 15 5 CL 5 Sta. 0+00 15 25 SECTION #4 100 Yr Flood EL. 6437 50 75 4 -ft Do. Cliff' Downstre Auxilliary Channel Four Mile Creek rtveway Embankment 125 100 Main Channel Four Mile Creek 75 50 25 15 5 CL 5 Sta. 0+00 15 25 50 7EL 6437 100 Yr Flood 100 Cut = 6 sf 125 Fill = 1 sf 431 Dia, CNP' Auxilliary Channel Four Mile Creek 1 44 40 41. 416 100 Cut = 6 sf 125 FILL = 1 sf EL. 6450 EL. 6440 EL. 6430 EL. 6450 EL. 6440 EL. 6430 Berger Residence Four Mile Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Sheet Revisions 11/11/05 Joint Access Road Alignment DJ Berger 2/3/06 Revised for East Bridge BOCC Mtg DJ Berger Ai BERGER && ENGINEERING 0451 Canyon Creek Dr., Glenwood Springs, CO 81601 970-928-0971 Far- 970-945-5380 Project Berger Residence Barn By: DJB Data Nov 1I,2005 Checked 8x JSB Prepared For. D & J Berger Date: Description: Access Road 100 Yr Floodplain Profiles Sheet EL. 6450 EL. 6440 EL. 6430 6436 100 Yr Flood 125 100 Main Channel Four Mile Creek SECTION #5 100 Yr Flood EL. 6436 rMeray Embankment .V .•# 14114, 44' • .. gidG� 40•,‘. Ai.",0+► + ne.'°+i'rr+.*if, 4,►` t•• e4i'41, 75 50 25 15 5 CL 5 15 Sta. 0+00 25 15 -ft Vide Bridge BoB l 6438 1. 6436 100 Yr Flood 50 75 Auxilliary Channel Four Mile Creek 100 Cut = 6 sf 125 Fill = 1 sf EL. 6450 EL. 6440 EL. 6430 EL. 6450 EL 6440 EL. 6430 SECTION #6 100 Yr Flood EL. 6435 100 Yr643 Flood .'�►i ♦� "�► 5 +I 414* ► 4�d+►�*�;�! .e. w*�i'rila*.r n.a�`aVirevlriVIV u A..��i��ia4' *.►: .w, �aI►.w. 125 100 Main Channel Four Mile Creek 75 50 25 15 5 CL 5 Sta. 0+00 15 25 EL. 643 100 Yr Flood +!*'4'•*5•/l •.••'tr v . Fcor 'v♦ '*+r i e.0.444 •404��",4*,.� 4Aii...*A !.•• •4►•4••••••••••••••••••.4► t4�14� * ".•4•4•4"4%4/•04 ►0.40.4*44►*** *• .,., �i*.�•*i*• • s*�*w*r►*e*s*4*�*i4�4r*tet 50 75 100Cut = 6 sf 125 Fill = 1 sf /11r1 veray ankment 15 -Ft Vide Bridge BoB l 6438 Auxilliary Channel Four Mile Creek EL. 6450 EL. 6440 EL. 6430 Berger Residence Four rife Creek Glenwood Springs, Colorado Phone: (970) 928-0978 Sheet Revisions 11/11105 Joint Access Road Alignment 2/3/06 Revised for East Bridge BOCC Mtg DJ Berger DJ Berger Ai BERGER ENGINEERING 0451 Canyon Creek Dr_, Glenwood Springs, CO 81601 970-928-0978 Far 970-945-5380 Project Berger Residence Dec Nov 11, 2005 Prepared Fera. D & J Berger Oro■n By: DJB awaked 13y: JSB Date: Description: Access Road 100 Yr Floodplain Profiles sheet