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HomeMy WebLinkAbout6227 CARMICHAEL ST - SITE PLANS - 6/27/2005LEGEND D.E. = DRAINAGE EASEMENT U.E. = UTILITY EASEMENT R.O.W = RIGHT OF WAY T/F = TOP OF FOUNDATION G/S = GARAGE SLAB 3 O a to CD 3 C5LU W �1= a V O J rn co Z O LL R=15.00' L=23.56' CONC. SIDEWALK CONC. CURB SURVEYOR NOTE: & GUTTER PLOT R PLAN Ryland Homes BLOCK 1 - LOT 1 WESTCHASE P.U.D. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 6227 CARMICHAEL STREET LOT DRAINAGE TYPE: " A " LOT TRACT A 942.51S 00'00'00" W 63.00' 943.2 t L) W } j(Un)}— L �: �1— MI M 142.4 42.7 42.9 voi� X 2 x X2 X X 42.' 43.7 43.7 16.50' 1 313.67' 43.7 11. 1 360 15' SETBACK ELEV. A N` I o FULL BASEMENT T/F=4944.4 I U.E. Cq PORCH 16.50' 17.00' 15 % 43.7Ql UoI a i ��I o-I J\`�\ N � Uj ¢ 1 -1 N1 DEN 2.5—CAR N GARAGE N m G/S=4942.8 25.38' .TOTAL A e� CY) � �— �I O �p 1.T rn C�I I�oi 1 4: 1 Bo so r 5' D.E. C r"0 CV 0 5' SETBACK CNI O O Or (V � 3 2 N r O O i0' 10 rn O .r " � o N Z 941.0 N 00'00'00" E 48.00' CARMICHAEL STREET (51' R.O.W.) GENERAL NOTES THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINDOW WELLS. FOR THEIR LOCATION PLAT, AND IT IS NOT TO BE RELIED UPON FOR THE SEE STRUCTURAL ENGINEERING PLANS. ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. FINAL CONSTRUCTION MAY VARY. 2. THIS PLOT PLAN IS BASED ON INFORMATION PROVIDED TO MANHARD CONSULTING DRAINAGE PATTERNS ON THIS PLOT PLAN ARE PROPOSED. LTD. BY THE BUILDER/DEVELOPER. MODIFICATION MAY BE REQUIRED BY EXISTING CONDITIONS TO PROVIDE AND MAINTAIN POSITIVE DRAINAGE OF THE FINISHED 3. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS PER LOT. WARRANTEE REQUIREMENTS. (0.5 X MINIMUM SLOPE FOR CONCRETE PANS) 4. THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSTRUCTION MAY GRAPHIC SCALE VARY. 20 0 10 20 5. LOCATE WATER METER PIT BEFORE STAKING. 6. FOR QUESTIONS REGARDING THE FOUNDATION DURING EXCAVATION, FORM SETTING, 1 inch = 20 ft. AND HOUSE CONSTRUCTION REFER TO THE ENGINEERING FOUNDATION PLANS. 7. THERE MAY BE ADDITIONAL TERMS, POWERS, PROVISIONS AND LIMITATIONS CONTAINED IN AN ABSTRACT DEED, LOCAL ORDINANCES. DEEDS, TRUSTS. COVENANTS OR OTHER INSTRUMENTS OF RECORD. 9. ALL SIDE YARD DRAINAGE SWALES ARE LOCATED ON LOT LINES UNLESS OTHERWISE DATE REVISIONS BY NOTED. B. DIMENSIONS SHOWN AROUND THE PERIMETER OF THE STRUCTURE ARE TO THE EXTERIOR FOUNDATION CORNERS AND BASED ON RYLAND HOMES PLANS, NUMBER 360 WITH A SET DATE 04/25/05 SHEET 3.2A. MIN. SETBACKS: FRONT:15' GARAGE: 20' B.O.W. SIDE: 5' REAR:15' STREET SIDE:15' ALANHAM WNSMIM WESTCHASE P.U.D. LM ENGINEERS • SURVEYORS • CITY OF FORT COLLINS, COUNTY OF LARNM, STATE OF COLORADO ENVIRONMENTAL SCIENTISTS PLOT PLAN BLOCK 1 - LOT 1 345 Inverness Dr. South Suite B200 Englewood, Colorado 80112 DRAWN BY. M.T.C. GRADED BY, L.C.C. .0 RELEASE 06A)2A5 SCALE. 1'-20 c—. RYFCC PROJECT, C296 tel: 303/708-0500 fax: 303/708-0400 http://www.MAM&RD.com