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5.0 Grading & Drainage Plan
GRAPHIC SCALE 100 0 50 100 200 400 1 inch = 100 Ft. 2—FOUND 15 REBAR HOMESTEAD 12 Donna Alone Atchison 1243 Maple Valley Rd Houston, TX 77056 Parcel number: 239117101011 HOMESTEAD 23 . .....•7',2,20 Zbib Panorama Drive Carbondale, CO 81623-9697 Parcel number: 239117101029 Patrice Ann Plunkett 2486 Panorama Drive Carbondale, CO 81623-9697 Parcel number: 239117401030 HOMESTEAD 29 .HOMESTEAD 30 ✓ t INSTAL EXISTING OF LO CARRY U FLOW ACR CHANNE FIOUM)REB nt & CAP'S 147 18" CULVERT ; -.SS CCESS DRIVE : :,, B CONSTRUI • �� • ILL DRIVEWAY DITCH SS TQ..•THE' EXISTING • THROUGH THE SITE MUM 1#5 REBAR & CAP LS 15447 FOR ps REBAR FOUND 45 REBAR & CAP LS. JIMMIE • • • HOMESTEAD 11 POMO 15 RE1 BBE.AR&• N 4?• E a8' Carbondale, CO 81623 Parcel number: 239117401036 HOMESTEAD 36 .•03°1 7.r1 S 7': W. .:, S03°17'%7" W Shaine Ebrah im i 0271 Sunlight Drive / Carbondale, CO 81623 Parcel number: 239117401037 HOMESTEAD 37 FOUND #5 REBAR ::78:0.• 777.99' 03"17'1.7" 0 n c� FOUND its BEAR& livr cfp n z 0 < HOMESTEAD 10 FOUND & CAP �a x� S 15447.. 2—FOUND (BENi # CAP LS CONCEPTUAL DRIVEWAY'' U TIUZES A 109,. GR AD MAXIMUM ALLOWED FO' ACCESS -CUT SHALL BE KEPT AT ct3 FLATTER•=—EXISTI G APPRO. 0 ,240..... FOUPV ROAR .'DRIVEWAY LOCAT.IiN ISA HIGHPOI T—NO CULVERT' EQUIRED CONCEPTUAL DRIVEWPS SHOWN UTILI ES•'A 4R GRADE --INDIVIDUAL LOT OWNER ivl Y MODIFY Q BPT MUST STAY 1l ITHIN COUN ACCESS UIREMENTS--TURN MOUNDS AR 10' WIDE w/ MI. 50' RADII (( Raea • • :o. 0 EXISTING IITCH BALL BE MODIFIED OR' 1MPRO' D ONLY AS REQUIRED TORMMPROVE./ THE EXISTING ROAD FOR AE'CESSIBUTY STANDARDS • GRADE NEW DRIVE I SWALE T DRA!N'''INTO EXIST1MG IRRG. DI• C Ai10 DEPENDING,•UPION INDIVIDUAL 0 OWNER•''.HOME PLACEMENT, A HISTORIC FLOW' RATES S r B•••MAINTAINED--NO SIGNIF ALTERATION OF HISTO - ,1 PATTERNS SH Ronald S. James anc Carolyn S. Jackson 1233 Panorama Drive Carbondale, CO 81623 Parcel number: 23117101010 ,� o� -9 00~6 G c9� a , (�- ,9 Q- o� 2—FOUD REBAR o� & CAP LS. 105447 0,0 I X1S FTNG DITCH THRC .IGH SITE AGRICULTURAL .............-v-z---SHALL CONTINUE TO ACT AS.•''••.. OUT BUILDING • RIMARY COLCECT1ON PA f OR 111,353± sq. ft. (c� :�►tLL Ft.•OiNS-DRAINING,..OTH OF 2.556± acres ... r:.E RIDGELINE-N©'�AITERAT1ON 0 0 •ANTICI A4�ATED--UTILITY..CROSSIN3S SHALL a o BE RESTORED.• Via' PRE—CONSTRUCTION GEOMETRY 1 :-'00'47'41 " E 246 40' MN MN---•�•::.t�l . ADT A ....... 7,240.. .............................................. 353, 600± sq. ff 8.11..7±' acres $0' "RADIUS CUL-DE-SAC".'... w/ 3% CROSS SLOPE'' 9' SX-41.1 s�V i% sir ,1 sir ,a6 .....7240 . LOT C- .ENV -2 RESIDENCE -' 1.$5,179± sq. ft. 3.33., t acres EXISTIN; RIOGELINE SPUTS • WESTER1 FLOW IS CAPTURED BY'•".. EXISTING DTCH ALONG.. THE EXISTING AGRICIITURAL ACCESS ROAD OR OVERFLOWS TO 1 -IE VALLEY TO THE WEST • FOUND CAP is15REBAR #544i � l0CEINU Greta Forbes 910 Panorama Drive Carbondale, CO 81623-9693 Parcel number: 239117201009 ▪ • INSTAL! 2'4" CULVERT ACROSS PRt?OSED LOT B DRIVEWAY OR EXISTING DITCH FLOW..' :(ACCORDING TO OBSERVATION, DITC I IS APPARENTLY UNUSED EXCEPT FOR STORM FLOWS) • • • INSTAL 24" CULVERT' ACROSS EX. ACCESS I OAD FOR CONCENTRATED FLOWS • • Shaine Ebratiimi 0271 Sunf igh t Drive Carbondale, CO 81623 Parcel number: 239117400179 • • • N 00'11'40" W s' f7 1923.32' BASIS OF BEARING• • 1470.2. FOUND 2000 3.25" AWAMIN CAP ONA#8STEELROD 'h.C.E L.& #19398" HOMESTEAD "1/4 SECS. 8/17" 09 PER COLORADO LAND SURVEY MOMENT RECORD FLED 11/24/00 EY FRAM( W. HAI M:TON LS. #f9598 MOND �ts a� Foto CAP S14f11 & CAP 1 (RECO D) - .. ....................... dora Hill 1.3 o 1'921 Dauphine Street New Orleans, LA 70016 Parcel number: 239117200178 GENERAL DRAINAGE NOTES: 1. DRAINAGE PA I I ERNS SHOWN REPRESENT THE EXISTING CONDITIONS. PROPOSED CONDITIONS CANNOT BF PRECISELY SPECIFIED AT THIS TIME. HOWEVER, THE HISTORIC DRAINAGE PATTERNS SHOULD NOT BE SIGNIFICANTLY ALTERED AND HISTORIC RUNOFF RATES SHALL BE MAINTAINED PER COUNTY CODES AS NOTED IN THE SUBDIVISION REGULATIONS SECTION 9:40. 2. EXISTING CHANNELS AND DRAWS THROUGH THE SITE SHOULD NOT BE ALTERED BY THIS DEVELOPMENT. THERE ARE NO PLANNED IMPACTS TO THE MAJOR CHANNELWAYS. THEREFORE, NO CALCULATIONS HAVE BEEN ASSEMBLED TO DETERMINE OFF-SITE 'THROUGH° FLOWS. 3. FOR RUNOFF RATE CONTROL, INITIAL INDICATORS REFLECT I THAT THE SOILS ARE SUITABLE FOR DRYWELLS OR SURFACE DETENTION FACILITIES. EACH LOT OWNER SHALL BE REPSONSIBLE FOR THEIR OWN DE 1 ENTION REQUIREMENT COMPLIANCE AS IT RELATES TO THEIR DESIRED DEVELOPMENT IMPACT. 4. DRAINAGE CULVERTS ACROSS DRIVES HAVE BEEN SHOWN AS A CONCEPTUAL LAYOUT. INDIVIDUAL LOT OWNERS SHALL VERIFY THE NECESSITY AND SIZING OF CULVERTS DEPENDING UPON THEIR DEVELOPMENT NEEDS. EMERGENCY ACCESS NOTES: 1. THE DRIVEWAY TURN-AROUNDS ARE CONCEPTUAL ONLY. INDIVIDUAL LOT OWNERS MUST SUBMIT THEIR OWN PLAN FOR EMERGENCY EGRESS ACCESSIBILITY TO THE COUNTY FOR REVIEW AND APPROVAL. DRIVE TURN AROUNDS SHOWN ARE COMMONLY UTILIZED TURN AROUNDS SUGGESTED IN THE INTERNATIONAL FIRE CODE. 2. FOR FIRE AND EMERGENCY ISSUES, NO FIRE HYDRANTS ARE PLANNED AT THIS TIME. THERE WILL BE A CEN-RALIZED WATER TANK NEAR THE WELL THAT SHALL BE UTILIZED FOR FIRE TANKER FILLING. COORDINATION OF THAT TANK AND CONNECTORS FOR TI -E CARBONDALE FIRE PROTECTION DISTRICT SHALL BE UNDERTAKEN AT THE TIME OF TANK CONSTRUCTION. LEGEND: EXISTING CONTOUR (10') EXISTING CONTOUR (2') CONCENTRATED FLOW DIRECTION CONCEPTUAL DRIVEWAY TURN AROUND K/i7Z/Z//////A Michael L. and Kathleen S. Strang 393 County Road 102 Carbondale, CO 81623-9602 Parcel number: 239117300023 L,L)4 L O ` .c 43 ;t1 co N U N i vm �d- 0O3 L I ao (n Q.) 0 O a; • c Co 3 0 :5 E L) 6o 0 0 • I v 0 m CO RLB rib Cm RLB W ~ 4 LC (0 coo 0 i 0 0 h REVISION SKETCH PLAN SUBMISSION PRELIMINARY PLAN SUBMITTAL DETENTION FACILITY ADDITION FINAL PLAT/CD SET ADMIN. REVIEW Cr zm C2 0 RMCj