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Home My WebLink About20021338.tiff ADDITIONAL CHANGES TO THE RESOLUTION 4;7.6.9 PAGE 2: (MOVE) to Page 4 .. 3.c "No parking shall be allowed on collector classified roadways, or in the area defined as bike lanes, as reflected in the Mixed Use Development Standard". +f3) PAGE 4: (ADD) "No parking shall be allowed to encroach on the sidewalk". PAGE 5: (CHANGE) Delete arterial insert collector. r 1 EXHIBIT qm$� 2002-1338 I SAMPLE A ;OT PLAN FOR i L KB Home Colorado, Inc. /(00...°-- IDAHO CREEK SUBDIVISION WELD COUNTY, STATE OF COLORADO LOT AREA = 2,498 SQUARE FEET ■ MO 0 32 SITE LOCATION MAP ZOO o N 04'58'20" E 40.00' I Y$ w! 1 f QI =I I p di 1 I ® ,- N1 .T__ I IN f0_ _ 1 �' 10'k IO' 5' D.U.E. 1- PERVIOUS -6--4' SETBACK I PATIO 4' SETBACK 'i l--, -*--51 D.U.E. 4.00' I T J C L _LA L 4_00' 1 OVERHANG I 30.00' b 44 b co 230.1427 M CD P.T. a SLAB ON GRADE < i x ��.j o a co n 47 U N 00 o Oo N NI- 0 I O GARAGE in 46 Z 10.00' Z 20.00' nI vi 4.00' I, � EW I 1 I ri OPRCH I11: 1 I I I I 4_OO' _ La I �— =Cj I_�V;RHfNf'._ - o la /� to_ 1� Io I� Ice l0 1 `0 I< I- 1 N Im 19 I� n 1 D 1 '� 0 v In Try 1 cT I P •V R.O.W. • O s PItO Li 3 R=99.00' L=40.61' CONC. SIDEWALK I I CONC. CURB & GUTTER I t HIGHLAND DRIVE 9 LEGEND 1 (60' R.O.W.) a —?— = SANITARY SERVICE r a —W— = WATER LINE I a ® = WATER SERVICE E D.U.E. = DRAINAGE & UTILITY EASEMENT W W R.O.W. = RIGHT OF WAY Fl = HVAC UNIT Q GENERAL NOTES p 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINDOW WELLS. T, FOR THEIR LOCATION SEE STRUCTURAL ENGINEERING PLANS. i GRAPHIC SCALE 2. THIS PLOT PLAN IS BASED ON INFORMATION PROVIDED TO MANHARD CONSULTING LTD. BY THE BUILDER/DEVELOPER. i 10 0 5 10 20 a 3. DIMENSIONS SHOWN AROUND THE PERIMETER OF THE STRUCTURE v ARE TO THE EXTERIOR FOUNDATION CORNERS. 1 inch = 1O (L 4. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS PER WARRANTY REQUIREMENTS. (0.5 % MINIMUM Y SLOPE FOR CONCRETE PANS) i DATE REVISIONS BY a SURVEYOR NOTE:THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS 5. FOR SETTING,O REGARDING THE FOUNDATION DURING EXCAVATION, E ONLY. IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND GI AND HOUSE CONSTRUCTION REFER TO THE IT IS NOT TO BE REUED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING ENGINEERING FOUNDATION PLANS. z OR OTHER FUTURE IMPROVEMENT UNES. FINAL CONSTRUCTION MAY VARY. 6. LOCATE WATER METER PIT BEFORE STAKING. CONSULTING SETBACK REQUIREMENTS: FR0NT: 9' GARAGE: 17' SIDE:4' REAR:9' CORNER:9' MANHARDWNS�T �L]v• Asa IDAHO CREEK SUBDIVISION 4 EXHIBIT COUNTY OF WELD, COLORADO V _ ENGINEERS • SURVEYORS • PLANNERS (� 8232 E. Park Meadows Dr. Littleton, Colorado 8O124 SAMPLE PLOT PLAN AniS 1.SS// tel: 303/708-0500 fax: 303/708-0400 http://www.MANIIARD.com DRAWN BY.B.J.P. DATE SE O4/OI/O2 SCALE. I.. IOy CODE,KBCWCC PROJECT, O116 $ { SAMPLE . LOT PLAN FOR KB Home Colorado, Inc. BIIIIOI IDAHO CREEK SUBDIVISION WELD COUNTY, STATE OF COLORADO 'Z_en/ LOT AREA = 2,997 SQUARE FEET ii114h1] ] SITE LOCATION MAP 4RQ©'4 a L=45.61' R=570.00' 1 Y} $ 19 I-• aI I lc I ly �I NN 11n j� L.c. �j 1 1 I 10'X10' °i1 4' SETBACK I PERVIOUS i r -4' SETBACK 1y_ I PATIO I 5' D.U.E. 6.25' h --A-i- L I 6.25' -5' D.U.E. 1 OVERHANG l - Z I 30.00' I I 6 230.1311 I O Z o a a co 1 c P.T. SLAB ON GRADE O o N of i I W x Nfil 0 N 1 _ - I t D 3 o I O * " II ' 10.00' I 5_29' N Ch .3/44 I r_ Z P I II 2 CAR PORCH I I O 1 GARAGE g 1 20.00' I 4.69' I A ; aI �� .— .J__ �_ _&+J L WI I ,. YN } a } I ail m a l Cr Lil 1 I CD 0I �I J Id n NI I O1 rii T\imr+_ i•> iQ i 1 + • R.O.W. j is, a o 1 - II S 1 L=40.01' R=500.00' CONC. SIDEWALK CONC. CURB & GUTTER S LEGEND a —N = SANITARY SERVICE BUTTE DRIVE —W— = WATER LINE a (60' R.O.W.) ® = WATER SERVICE D.U.E. = DRAINAGE & UTILITY W v EASEMENT R.O.W. = RIGHT OF WAY c n = HVAC UNIT GENERAL NOTES I 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINDOW WELLS. FOR THEIR LOCATION SEE STRUCTURAL ENGINEERING PLANS. U GRAPHIC SCALE 2. THIS PLOT PLAN IS BASED ON INFORMATION PROVIDED TO I MANHARD CONSULTING LTD. BY THE BUILDER/DEVELOPER. i 10 0 5 10 20 3. DIMENSIONS SHOWN AROUND THE PERIMETER OF THE STRUCTURE i ARE TO THE EXTERIOR FOUNDATION CORNERS. I 1 inch = 1O it, 4. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL t FOUNDATION WALLS PER WARRANTY REQUIREMENTS. (0.5 S MINIMUM y SLOPE FOR CONCRETE PANS) i G DATE REVISIONS BY 5. FOR QUESTIONS REGARDING THE FOUNDATION DURING EXCAVATION, SURVEYOR NOTE:THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS FORM SETTING, AND HOUSE CONSTRUCTION REFER TO THE ONLY. IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND ENGINEERING FOUNDATION PLANS. I IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING 2 I' OR OTHER FUTURE IMPROVEMENT LINES. FINAL CONSTRUCTION MAY VARY. 6. LOCATE WATER METER PIT BEFORE STAKING. £ E MINIMUM SETBACK REQUIREMENTS: FRONT: 9' GARAGE: 17' SIDE:4' REAR:9' CORNER:9' I IDAHO CREEK SUBDIVISION "' _ 1VIANHARD CONSULTING LTD. ' I ENGINEERS • SURVEYORS • COUNTY OF WELD, COLORADO ENVIRONMENTAL SCIENTISTS SAMPLE PLOT PLAN 8232 E. Park Meadows Dr. Littleton, Colorado 80124 a tel: 303/708-0500 fax: 303/708-0400 6ttp://www.MANNARD.coTn DRAWN BY.B,J,p, RELEASE 04/01/02 SCALE, N` 1O' CODE,KBCWCC PROJECT. C11614 l z I i I ITS SAMPLE .-',OT PLAN itFUN KB Home Colorado, Inc. IDAHO CREEK SUBDIVISION A.161V- WELD COUNTY, STATE OF COLORADO c/4E-P` LOT AREA — 3,089 SQUARE FEET 7QQICT SITE LOCATION MAP 465.00' L_42.01 R= 1� iN I 10 I� 0 I Ic ID It IcT , I N - �_ _ �� 1° O 1 7.88 __A_ — —4' SETBACK c—I i 4' SETBACK 1 nvFRHAN _ _ 10.29' 5' D.U.E. rr 1 —5' D.U.E. Ci 10'X10' I o PERVIOUS 11 PATIOI i Z L r 7.17' 12 o pl 17.71' d °� co N cs I 13 I 3 T2 I 228.1227 I d P.T. SLAB ON GRADE to c I C I o O I y Y �I K n r ^ 0 c(0 N 0, h I Z 2 CAR I GARAGE I a) 10.00' p 18.00' 5.79' 5.78' I I-I PORCH I ;'1 1 X14 I I I> --T-- I I -I----IT,.- -I---— i �F r� o 8 Iil I SI in aI .1 I m VI I OI Moil 1 n NI O1 NI Z 7 i, I9 1 b+ 9 I ' i R.O.W. ___. pi B of o u->+ I 8 N 23.55,39" E =26 26' R=28 .00' l\.... 13.76' E CONC. SIDEWALK CONC. CURB & GUTTER LEGEND BUTTE DRIVE E -)-- = SANITARY SERVICE (60' R.O.W.) T g -W— = WATER LINE li 11 s ® = WATER SERVICE W a D.U.E. = DRAINAGE & UTILITY W O EASEMENT R.O.W. = RIGHT OF WAY .1 pi = HVAC UNIT GENERAL NOTES 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINDOW WELLS. FOR THEIR LOCATION SEE STRUCTURAL ENGINEERING PLANS. GRAPHIC SCALE 2. THIS PLOT PLAN IS BASED ON INFORMATION PROVIDED TO / in MANHARD CONSULTING LTD. BY THE BUILDER/DEVELOPER. / 10 0 5 10 20 e — 3. DIMENSIONS SHOWN AROUND THE PERIMETER CF THE STRUCTURE v ARE TO THE EXTERIOR FOUNDATION CORNERS. i 1 inch = 10 ft 4. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL .i FOUNDATION WALLS PER WARRANTY REQUIREMENTS. (0.5 X MINIMUM Y SLOPE FOR CONCRETE PANS) / DATE REVISIONS BY a SURVEYOR NOTE:THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS 5. FOR QUESTIONS REGARDING THE FOUNDATION DURING EXCAVATION, E ONLY. IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND FOR SETTING. UND FOUNDATION CONSTRUCTION REFER TO THE E IT IS NOT TO BE RELIED UPON FOR THE ESTABUSHMENT OF FENCE, BUILDING ENGINEERING PLANS. i OR OTHER FUTURE IMPROVEMENT ONES. FINAL CONSTRUCTION MAY VARY. 6. LOCATE WATER METER PIT BEFORE STAKING. s MINIMUM SETBACK REQUIREMENTS: FRONT: 9' GARAGE: 17' SIDE:4' REAR:9' CORNER:9' CONSUL'ITIC LTD. IDAHO CREEK SUBDIVISION g ENGINEERS • SURVEYORS • COUNTY OF WELD, COLORADO I ENVIRONMENTAL SCIENTISTS 8 SAMPLE PLOT PLAN 8232 E. Park Meadows Dr. Littleton, Colorado 80124 tel: 303/708-0500 fax: 303/708-0400 http://wnw.MANHARD.com DRAWN BY,B..I.P. RLETEA,SE 04/0I/02 SCALE, I"'10' CODE.KBCWCC PROJECT, C116 o DA • i SAMPLE 1 LOT PLAN FOR KB Home Colorado, Inc. IDAHO CREEK SUBDIVISION • WELD COUNTY, STATE OF COLORADO LOT AREA = 2.888 SQUARE FEET N I.I:9�: crRG^\CT 11 SITE LOCATION MAP N 89'01'39" E 42.49' Yf I,il QI 71 ml of o wl nI — I I bit 4' SETBACK— 5_0011 r I'OVFRHAN6 A I- 5' D.U.E. r , I 10.29' 10'X10' C I! PERVIOUS o PATIO �^ 6.65_ rr 7 OVERHANG • J 17.71' 'fie ccs, 20 �� O 228.1227 g b r 0 P.T. SLAB ON GRADE n a o 3 ` 1n r I t o rn -- N O I O N n 2 CAR 03 0 GARAGE La Z 0 0 O ( 18.00' 010.00' Z _5_59_ I I --� t r- 1 � 1 l I 5,00 I PORCH 1 x ^O , �4 1 1 1 a I 1� ----5' D.U.E. L1' OVERHANG m I 84 f w I cal -..-4' SETBACK I -II�� wT UT < 1 0 —^.dl — �I al a `\ I v o1 m I LD c- .'..I 10.WI I W I ! i- t o� v' I .I ' I In i_ I 1 •I i —R.O.W. A oI 1 t I 1 R=280.00' L=9.93'T N 89'01'39" E 30.07' CONC. SIDEWALK E CONC. CURB & GUTTER !; 1 BUTTE DRIVE s LEGENDf (60' R.o.w.) —)— = SANITARY SERVICE a -W— = WATER LINE J g ® = WATER SERVICE W W o D.U.E. = DRAINAGE & UTILITY E EASEMENT a R.O.W. = RIGHT OF WAY o 0 = HVAC UNIT GENERAL NOTES o` I. THIS PLOT PLAN DOES NOT SNOW LOCATION OF WINDOW WELLS. S FOR THEIR LOCATION SEE STRUCTURAL ENGINEERING PLANS. Li. GRAPHIC SCALE 2. THIS PLOT PLAN IS BASED ON INFORMATIONLDER/OE PROV DED TO 10 0 5 10 20 ch MANHARD CONSULTING LTD. BY THE BUIVELOPER. In 3. DIMENSIONS SHOWN AROUND THE PERIMETER CF THE STRUCTURE s ARE TO THE EXTERIOR FOUNDATION CORNERS. 1 Inch = 10 ft. 4. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS PER WARRANTY REQUIREMENTS. (0.5 % MINIMUM z SLOPE FOR CONCRETE PANS) I. DATE REVISIONS BY / a I`••• SURVEYOR NOTE:THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS 5. FOR QUESTIONS REGARDING THE FOUNDATION DURING EXCAVATION, FORM SETTING, AND HOUSE CONSTRUCTION REFER TO THE ONLY. IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND ENGINEERING FOUNDATION O IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDINGPLANS. = OR OTHER FUTURE IMPROVEMENT UNES. FINAL CONSTRUCTION MAY VARY. 6. LOCATE WATER METER PIT BEFORE STAKING. CONSULTING SETBACK REQUIREMENTS: FRONT: 9' GARAGE: 17' SIDE:4' REAR: 9' CORNER:9' I IDAHO CREEK SUBDIVISION L COUNTY OF WELD, COLORADO ENGINEERS • SURVEYORS • Ia t, 'i ENVIRONMENTAL SCIENTISTS 8 SAMPLE PLOT PLAN a 8232 E. Park Meadows Dr. Littleton, Colorado 80124 lel: 303/708-0500 fax: 303/708-0400 http://www.MAN8AR8.com DRAWN BY,8,1,P, Even 04/01/02 SCALE, I'• IO' CODE,KBCWCC PROJECT, 01IO G TE SAMPLE . .SOT PLAN _ ti"L ■EEC„■ FOR � KB Home Colorado, Inc. IDAHO CREEK SUBDNISION... iWELD COUN , STATE OF COLODO moo LOT AREA = 2,800 SQUARE FEET � ,tuid SITE LOCATION MAP 30 31 N 23'55'39" E 40.00' } A Y u 0I � I p of �I --I mi 0 . 5' D.U.E. -79-,IL- "•-5' D.U.E. 4' SETBACK-' -..-4' SETBACK r 1 10'X10' PERVIOUS PATIO 5.00' 1 - 1'.OVFRHANG I 4 A d.. 5_OO' 0 I 28.00' I b 'RD 9 n z 228.1074 U 3 S a § P.T. SLAB ON GRADE r- 1 o a m z N o o N oo (V . Q `� 1 CAR ^I Q t0 GARAGE CO Z Z I 10.00' M 1 ..„,. L_,..._5-00• 18.00' IiiIFf .� I 5.00' 1' OVERHANG I�O� 1 Q PORCH I w _ _I I n In T-- w — 1,i l 5 I fo ‘-I l a of �I al ti n , I la 3 in of ml of - I� ' coil al Ni oil I I Ir. e ^ I- 1 q + rn+ + 1/4. 1 �.�1 I -JAR 1 — R.O.W. , - } I of I in1 1 a S i 3 3 N 23' 5'39" E 40.00' CONC. SIDEWALK LEGEND BU TE DRIVE CONC. CURB & GUTTERli -)- = SANITARY SERVICE (60' R.O.W.) -W- = WATER LINE 31 ® = WATER SERVICE C /C C C - l D.U.E. = DRAINAGE & UTILITY E EASEMENT 5 R.O.W. = RIGHT OF WAY ! n = HVAC UNIT 1 GENERAL NOTES a = FIRE HYDRANT 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINDOW WELLS. e FOR THEIR LOCATION SEE STRUCTURAL ENGINEERING PLANS. G GRAPHIC SCALE 2. THIS PLOT PLAN IS BASED ON INFORMATION PROVIDED TO ? MANHARD CONSULTING LTD. BY THE BUILDER/DEVELOPER. Y 10 0 isErisn5 10 20 3. DIMENSIONS SHOWN AROUND THE PERIMETER OF THE STRUCTURE I ARE TO THE EXTERIOR FOUNDATION CORNERS. i u u 1 inch = 10 ft. 4. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL } FOUNDATION WALLS PER WARRANTY REQUIREMENTS. (0.5 R MINIMUM EEE��... SLOPE FOR CONCRETE PANS) - k DATE REVISIONS BY - O. SURVEYOR NOTE:THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS 5. FOR QUESTIONS REGARDING THE FOUNDATION DURING EXCAVATION, ONLY. IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND FORM SETTING, AND HOUSE CONSTRUCTION REFER TO THE ENGINEERING FOUNDATION PLANS. E fIT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING z 16 CR OTHER FUTURE IMPROVEMENT LINES. FINAL CONSTRUCTION MAY VARY. 6. LOCATE WATER METER PIT BEFORE STAKING. I MINIMUM SETBACK REQUIREMENTS: FRONT: 9' GARAGE: 17' SIDE: 4' REAR: 9' CORNER:9' C IDAHO CREEK SUBDIVISION CONSULTING LTD. ENGINEERS • SURVEYORS • COUNTY OF WELD, COLORADO ENVIRONMENTAL SCIENTISTS 8 SAMPLE PLOT PLAN " 8232 E. Park Meadows Dr. Littleton, Colorado 80124 0 tel: 303/708-0500 tar: 303/708-0400 http://nw.MANHARD.com DRAWN BY,B,J.P. RELEASE O4/OI/02 SCALE. N I O' CODE,KBCWCC PROJECT. C116 DATE, 11 SAMPLE 1 ;OT PLAN j FOR J KB Home Colorado, Inc. a IDAHO CREEK SUBDIVISION WELD COUNTY, STATE OF COLORADO LOT AREA = 1 2,800 SQUARE FEET II u.SIINI SITE LOCATION MAP 2@ 30 N 23'55'39" E 40.00' YI wA CI ,I RI P 0I NI CI 1-0){ -II - - -. 5' D.U.E. co N 4' SETBACK ' r r I -"-4' SETBACK 10'X70' ""-5' D.U.E. PERVIOUS PATIO I I f I .t7' I�"IIIFFF-i f4tmrmrtr-1C1--4Ar •-5_17' m 28.00' II I bo o 10 d d N 228.0951 V 11 3 2 .3 P.T. SLAB ON GRADE a (D J r .— c N N 1 N N I `sl 1 CAR 1 I P P I GARAGE 40 t0 10.00' Z Z — 5.17' I mD I. 4 � ?9 18.00' , I� 1 b 5.17' Is"..!'--4'--11 I rJ �Y PORCH I . Q t . m � >� w Lil U� I . .aolg. . INI a C 0i I of p of Ica n X71 0l NI - I t I^ .o I el lI I A I= I Q 'en I • . I-► R.O.W. 1 ° CI 15+ e 1 $ S F N 23' 5'39" E 40.00' 3 CONC. SIDEWALK BU TE DRIVE CO s NC. CURB & GUTTER Y LEGEND (60' R.O.W.) g —)— = SANITARY SERVICE i —W— = WATER LINE t ® = WATER SERVICE C C C C e D.U.E. = DRAINAGE & UTILITYE. EASEMENTES R.O.W. = RIGHT OF WAY c = HVAC UNIT 2 n GENERAL NOTES C a = FIRE HYDRANT 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINDOW WELLS. Z FOR THEIR LOCATION SEE STRUCTURAL ENGINEERING PLANS. E GRAPHIC SCALE 2. THIS PLOT PLAN IS BASED ON INFORMATION PROVIDED TO Z MANHARD CONSULTING LTD. BY NE BUILDER/DEVELOPER. N/ 10 0 5 10 20 P T A. DIMENSIONS SHOWN AROUND THE PERIMETER OF THE STRUCTURE ARE TO THE EXTERIOR FOUNDATION CORNERS. 1 inch = 10 it. 4. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS PER WARRANTY REQUIREMENTS. (0.5 X MINIMUM SLOPE FOR CONCRETE PANS) C DATE REVISIONS BY a SURVEYOR NOTE:THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS 5. FOR SETTING,0AN REGARDING THE FOUNDATION DURING EXCAVATION, e ONLY. IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND FORM AND HOUSE CONSTRUCTION REFER TO NE ENGINEERING FOUNDATION PLANS. o I IT IS NOT TO BE REUED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING Z OR OTHER FUTURE IMPROVEMENT LINES. FINAL CONSTRUCTION MAY VARY. 6. LOCATE WATER METER PIT BEFORE STAKING. I MINIMUM SETBACK REQUIREMENTS: FRONT: 9' GARAGE: 17' SIDE: 4' REAR: 9' CORNER: 9' MANHARD CONSULTING LTD. IDAHO CREEK SUBDIVISION ENGINEERS • SURVEYORS • COUNTY OF WELD, COLORADO -, I ENVIRONMENTAL SCIENTISTS 8 SAMPLE PLOT PLAN 8232 E. Park Meadows Dr. Littleton, Colorado 80124 0 tel: 303/708-0500 fax: 303/708-0400http://www.MANHAItD.com DRAWN BY.B,J,P, RELEN10 CODE. PROJECT.DATEASE O4/0I/02 SCALE. ' `� ii " SAMPLE AFOR ;OT PLAN KB Home Colorado, Inc. IDAHO CREEK SUBDIVISION WELD COUNTY, STATE OF COLORADO LOT AREA = tt 2,936 SQUARE FEET so sw VAunun IlBBN SITE LOCATION MAP 31 32 N 23'55'39" E 11.85' N 20'35'15' E 27.52' rt i(CI Ir I } Io Im I 10' Ito I c � I PERVIOUS I Iw L ,I;,_,1— m I Fi ; PATIO ' Ioo O 4.OOy_ i 7c4.00' — A i�"nvFRHANr, '1 --�' 30.00' 8 230.1524 IQ P.T. SLAB ON GRADE I z b ix o N O I in n I� CD I W I o g ll I M N I 10.00' I v d 4.86' I --1 m 40 I I PORCH J NI a Lt'_ORFIAI4G ZI 0. o 2 CAR ui GARAGE OI 5' D.U.E.—" tYI _ 4' SETBACK I I 20.00' I _ I °� 5_44' / 4' SETBACK cO $ -'--5' D.U.E. vwL_ m° ' -1 ` 8_ w V wl b o b al ml �I - N n I Lo iwI of - Eli g Nl I I col NI (Ili of • ti " I rn 8 R.O.W. of ofI o+ r g I N 23'55'39" E 14.12' E L=29.34' R=440.00 2 CONC. SIDEWALK C ONC.LEGEND TTE DRIVECURB & GUTTER -?- = SANITARY SERVICE (60' R.O.W.) -W— = WATER LINE E a ® = WATER SERVICE — ( __{ Q D.U.E. = DRAINAGE & UTILITY E EASEMENT 3 R.O.W. = RIGHT OF WAY & Fl = HVAC UNIT GENERAL NOTES p 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINDOW WELLS. t FOR THEIR LOCATION SEE STRUCTURAL ENGINEERING PLANS. G: GRAPHIC SCALE 2. THIS PLOT PLAN IS BASED ON INFORMATION PROVIDED TO Z MANHARD CONSULTING LTD. BY THE BUILDER/DEVELOPER. 10 0 5 10 20 P 3. DIMENSIONS SHOWN AROUND THE PERIMETER CF THE STRUCTURE s ARE TO THE EXTERIOR FOUNDATION CORNERS. 8 u 4. PROVIDEAND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL 1 Inch = 10 ft. FOUNDATION WALLS PER WARRANTY REQUIREMENTS (0.5 X MINIMUMI SLOPE FOR CONCRETE PANS) a: DATE REVISIONS BY SURVEYOR NOTE:THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS 5• FOR QUESTIONS REGARDING THE FOUNDATION DURING EXCAVATION, e ONLY. IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND FORM SETTING, AND HOUSE CONSTRUCTION REFER TO THE ENGINEERING FOUNDATION PLANS o IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING z OR OTHER FUTURE IMPROVEMENT LINES. FINAL CONSTRUCTION MAY VARY. 6. LOCATE WATER METER PIT BEFORE STAKING. z tt MINIMUM SETBACK REQUIREMENTS: FRONT: 9' GARAGE: 17' SIDE: 4' REAR:9' CORNER:9' �I, ,�.,��T IDAHO CREEK SUBDIVISION ti in Li MANHARD CONSULTING LTD. COUNTY OF WELD, COLORADO ENGINEERS • SURVEYORS •ENVIRONMENTAL SCIENTISTS SAMPLE PLOT PLAN "8 8232 E. Park Meadows Dr. Littleton, Colorado 80124 c tel: 303/708-0500 fax: 303/708-0400 kttp://wrx.NANHARB.com DRAWN BY.B.J.p. gaELLEASE 0a/01/02 SCALE. 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