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Home My WebLink About20020824.tiff N REGIONAL VIEW r w+E S H-- UNION RESERVOIR. ;a ir IDAHO CREEK SUBDIVISION / ELMS ilk T VALE �..,. �I� I 0"1" lel DEL DNIINO JUN AI i FARM wo + //�`��'' WESTERN C •....Tt.r. _ STCNE • 5 FIELD SITE 1 I� ESTON i ,,, , IO� LS N • ii .. D Bu tg. a a_} J ..[. � GS•. 1. }' _ .I2 '•Rti TAM t6 L. SOUni • to,i E TES `y BEI rTTi [, PAYODRRAAl1�5U �,'..• L 1 BB 1.• it19 . i . r . . . = is ESAFEWAY _ FRmE RRPL .l. ' _ _...0 . .M 'L TF. • u r PARK 1 MOWN/M - S FARM''•- a ESTAT O I Cg1TINBIT POND RID • , 31� FSTA W c COUNTR IDE SU R`' 4 = 5 REF LECOON BAY tt ' ERDGE GRM. - .ESA 17 ..W. I I C = FR GEL VIA ESTATES SUB 31 33 'd 35 ,f3 1 32 33 i �SAVMNM SUB SAT Y " I. ENS •4 . ,AS I ��./J- Iwl■�.. }te G EfTE5 c IER: -,W �YY . . _ Q Y v R%TH�,•.• NB vjiEW ESTATES M'•.`�: GRAM) NIDE BUS >-:PARASOL W R6OB • MII RES 1 0 —}1 17 16 15 14 13 18 17 1b 0.9 0 0.9 1.8 Miles 2002-0824 = SIGHT DISTANCE EASEMENTS D.U.E. = DRAINAGE & UTILITY EASEMENT HEREBY DEDICATED -`--R.o.w. ._ -RT H =. Y. .. _ _ r-.N'00'DO" E (R) = LINE RADIAL TO INTERSECTING CURVE N'O0'00" E (NR) = LINE NON-RADIAL TO INTERSECTING CURVE /IIIII111 i/IIIIII/ SHEET 3 41114xu Safi"aI4 am am MIMI la �IIl11Iif 11111111! }. ::- SHEET 5 fl-.,- " 1\ 11' 1 ,..1i,,-.--- I KEY MAP NOT TO SCALE PURPOSE STATEMENT: THE PURPOSE OF THIS PLAT AMENDMENT IS AS FOLLOWS: • _°). TO REDUCE THE REAR SETBACK REQUIREMENT FROM 10 FEET TO 9 FEET. . a), TO REDUCE THE SIDE SETBACK REQUIREMENT FROM 5 FEET TO 4 FEET. -i). TO REDUCE THE FRONT SETBACK FROM 10 FEET TO 9 FEET, AND TO REDUCE THE !RONT GARAGE SETBACK FROM 18 FEET TO 17 FEET. ' 4). TO DECLARE THAT ROOF PROJECTIONS AND OVERHANGS WILL NOT BE ALLOWED TO E ENCROACH INTO THE SETBACK REQUIREMENTS SHOWN HEREON. Y .5). TO DECLARE THAT SAY WINDOWS. DECKS ANC IMF-70 ':;US PATIOS 'MLL NOT BE ALLOWED TO ENCROACH INTO THE BETE .:C REQU;,77.MENT3 SHOWN HEREON. " TO DECLARE THAT PERVIOUS PATIOS. ::NCRE-E STOOPS .�`ID CONCRETE BADS FOR tC AND/CR MECHANICAL EQUIPMENT EC--; THE =ESIDENCE WILL SE ALLOWED TO A/ ENCR0ACH INTO THE -=ETE:ACK REQUIREME\1 S S,HG':NN '-tE'EON. �). TO CHANGE THE MAXIMUM LOT COVERAGE FROM �0 PERCENT TO 60 PERCENT. 03/13/2002 13:30 FAX 3037080400 IWO::3RD CONSULTING 002 MIMS TACADOI SAMPLE PLOT PLAN 11 F . ..11111■ KB Home Colorado, Inc. ..,..11,1■ •=.I.D/I IDAHO CREEK SUOF N .. ,■rIr l WELD COUNTY, STARE OF COLORADO (unw.l LOT AREA = r+� umnu� 2.498 SQUARE FEET GI e \'-.\%a► I �. ••1.11. •i I I1 BRE LOCATIOII BAf 39 4® N 04'58'20" E 40.00' 38 Ia IR r MMUS _ 1 ( . • 1' ■ M� 0rsnuw IBACA t - •, 4.a0' IIIIII rw L r� ___ 4.00: W x E 44 3. r 1�> 43 • ,g• 230.1427 '' g P . •c g 4E w) S X 10 0D '" Spa • z z Rm99.00' I L=40.61' HIOIJLAND DRIVE 1 (60' R.D.W.) LEGEND -N - SANITARY SERVICE ®- - WATER SERVICE D.U.E. = DRAINAGE & UTILITY EASEMENT R.O.W. = RIGHT OF WAY nGENERAL N)1E3 = HVAC UNIT 1.TAS PLOT RAN DEES NOT ONCE LOCATOR a SCOW WELLS GRAPHIC SCALE FOR THEIR LOCATION SEE STRUCTURAL ENGINEERING PLANS. 2.THE PLOT PLAN IS BASED 011.EOIWTIOI FRONDED TO 20 0 10 20 40 WWI#CONEILT.a LID.BY THE BUROER/DENDdPFII - - 1 DIMENSIONS SHORN AROUND DE PERIMETER OF DE STRUCTURE OM MOM NE TO DE DUMMI FOUNDATION CORNEAS. 4.PROEM MCI( a ) OIIDATIOx ELLS MANTAS %TTY REO"µRHENTE NTSS(0.3 MMUS I Inch - 20 EL RAPE RR OONOIEE PANS) 5.FOR GOMM REGARDED THE POUND FORM ELR C PAD HOUSE CONSTRUCTION 10 DE ENGINEERING FOIIDATION PUN. BATS MINCER ST B.LOCATE WARM IEER PIT BEFORE STAKING. ,...� SURVEYOR NORE:DM ROT PLANT NOP PREMED BlR01EI1DIIR ONLY.R O NOY A LIMO'AMY RAT CR'MOMENT SLIMY PLAY.#IT IS NOT TO NE HELPED UM FOR TE ISTASSIWIT a PULL SIEO.IS ON OTQ NTIIR[YIIOWIOE MS.FINAL COOTSa1HM WY VARY. IN. SETBACKS FRONT:9' GAR:17' SIDE:4' REAR:9' SIDE:9' S MANHARD,EHARD CoURVEYO.,1,Il�,.1?D. flHO CREAM D, ORION ENGINEERS.SDRYEYORS. COUNTY OF WELD, COLORADO EzamoNNENTAL Scumming BAWLS PLOT PLAN 5232 L Perk W Wm Dr. Melon.C.1.nd0 NINA �.y hk DLIIE'S l 1¢2E/2aN R PIW/MONI IO.aa aIS.OT.L.O. I,ATE ■0311102 IONIA 1••20' IMP KBCWCCItl..r.COO -✓fj�\1N AAP N 04'55'20" E 40.00' as 1 O • e PERVIOUS EL DG, ' 0 PATIO OVERHANG TYP IM au E d 44 : l .E 3 228.0951 1. 3 1 P.T. SLAB i 6 ^Y N ON GRADE 3047 nr r . 0 in - IOWA, II to „I , SIi CK • C 'MIR- Z - o I =99.00' L=40.61' HIGIJILAND DRIVE - , (60' R.O.W.) r I a T 1 LEGEND 4 -)- = SANITARY SERVICE t = WATER SERVICE 1 f D.U.E. = DRAINAGE & UTILITY L EASEMENT R.O.W. = RIGHT OF WAY GENERAL NOTES = HVAC UNIT 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINDOW HELLS. GRAPHIC SCALE FOR THEIR LOCATION SEE STRUCTURAL ENGINEERING PLANS. 1 2. THIS PLOT PLAN IS BASED ON INFORMATION PROVIDED TO 20 0 10 20 40 MANHARD CONSULTING LTD. BY THE BUILDER/DEVELOPER. 3. DIMENSIONS SHOWN AROUND THE PERIMETER OF THE STRUCTURE ARE TO THE EXTERIOR FOUNDATION CORNERS. ( IN 'Err ) 4. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS PER WARRANTY REQUIREMENTS. (0.5 X MINIMUM 1 1 Inch - 20 1L SLOPE FOR CONCRETE PANS) e 5. FOR QUESTIONS REGARDING THE FOUNDATION DURING EXCAVATION, FORM SETTING, AND HOUSE CONSTRUCTION REFER TO THE ENGINEERING FOUNDATION PLANS. RAYR MINORS DY 6. LOCATE WATER METER PIT BEFORE STAKING. - - SURVEYOR NOTE:111S PLOT PLAN SHOWS PROPOSED RWROVOEFITS ONLY. IT IS NOT A LAND SURVEY i PUT OR IMPROIUC NT SURVEY PUT, AND IT IS NOT TO BE RELED UPON FOR THE ESTABUSIRAENT OF FEAR, BULOBIO OR OTHER FUTURE IMPROVEMENT LINES. FINAL CONSTRUCTION MAY VARY. I AIN. SETBACKS FRONT:9' GAR:17' SIDE: 4' REAR:9' SIDE:9' MANHARD IDAHO CREEK SUBDIVISION CONSULTING . , ENGINEERS • SURVEYORS • COUNTY OF WELD, COLORADO ENVIRONMENTAL SCIENTISTS SAMPLE PLOT PLAN 5232 E. Park Meadows Dr. Littleton, Colorado 80124 Mk 303/716-16161¢303/708-0400 hltp://m.MANBMDeon am n,T.L.13. IY 03/12/02 IMAM I'•20' I cane KBCWCC Mane C118 A N 04'58'20" E 50.00' a d11 0 O. 0 1829' C PERVIOUS OUS I c o I L tit o 2 CM 19.71' 36 F GARAGE i is 36 d I 3 I Li'a > 230.1427 Iz I o © @e 0 I P.T. SUB t: le il .� Q Q r. I p ON GRALC I I ig Cl c O In CO B 10 .00' I OD Z f 4 YY 2400' a®. I Z PDRLH 4 YI--_ L. 1 19 w 7 c N 04'58'20" E j50.0D' FORESTER PLACE --- (60' R.o.w.) LEGEND —)-- = SANITARY SERVICE ® - WATER SERVICE D.U.E. - DRAINAGE de UTILITY EASEMENT R.O.W. = RIGHT OF WAY El = HVAC UNIT GENERAL NOTES ' 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINDOW WELLS. GRAPHIC SCALE FOR THEIR LOCATION SEE STRUCTURAL ENGINEERING PLANS 2. THIS L 20 p 10 20 40 BANHARDCONSU TING LID. BY DIE BUILDER/DEVELOPER. TO C !M!MeIMIIMEMII 3. DIMENSIONS SHOWN AROUND THE PERIMETER OF THE STRUCTURE I ARE TO THE EXTERIOR FOUNDATION CORNERS. I ( Q7FE ET ) 4. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM AU. FOUNDATION WALLS PER WARRANTY REQUIREMENTS. (0.5 %MINIMUM 1 inch - 20 it SLOPE FOR CONCRETE PANS) G 5 5. FOR QUESTIONS REGARDING THE FOUNDATION DURING EXCAVATION, FORM SETTING, AND HOUSE CONSTRUCTION REFER TO THE ENGINEERING FOUNDATION PLANS. On NIMMONS IV 8. LOCATE WATER METER PIT BEFORE STAKING -oi SURVEYOR NOTE:TINS PLOT PLAN SHOWS PROPOSED I PROVEMENTS ONLY. IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PAT. AND IT IS NOT TO SE RELIED UPON FOR TIE ESTASUSINIENT OF E FENCE, OOLONG OR OTHER FUTURE IMPROVEMENT SDEE FINAL CONSTRUCTION MAY VARY. ! UIN. SETBACKS FRONT: 9' GAR:17' SIDE: 4' REAR:9' SIDE:9' I MANHARD CONSULTING pt. IDAHO CREEK SUBDIVISION ENGINEERS • SURVEYORS • COUNTY OF WELD, COLORADO I I ENVIRONMENTAL SCIENTISTS SAMPLE PLOT PLAN 8292 8. Perk Meadow Dr. Littleton, Colorado 80124 Mt 303/TN-0500 he 70S/7N-0400 bfp://9n.Y1RNRD.mm mum n,T.L.O. Iy�r 03/12/01 I.a&I••2o• I ocor KBCWOCn.oc,0116 u I i It. t. I I �: r I PEP TI0 2 I 45Em CE BLDG. OVERHANG TYP. 4,10_ �11 Z 30.00' / zo 4. 16 I �, w 230.1988 {• I "�� 0 * P.T. SLAB I¢ 1 J ON GRADE I 3 o9 LI ,� co i D• a I 1 (g I ;h m GARAGE I N NPORCH I Z n I I , ' 20.00' .�.- - - v• A Ir!,_ • LEGEND R=280.001 -)-- = SANITARY SERVICE L=42.04 ® = WATER SERVICE B TE DRIVE D.U.E. = DRAINAGE & UTILITY (60' R.O.W.) EASEMENT R.O.W. = RIGHT OF WAY --A1--,, n = HVAC UNIT GENERAL NOTES 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINDOW WEDS. FOR THEIR LOCATION SEE STRUCTURAL ENGNIEERING PLANS. GRAPHIC SCALE IANTMi1PLOT CONSULTING LASED L a ON BUILDER/DEVVELaOPEER..MDED TO i 20� ARE 20 DIMENSIONS SHOWN AROUND THE PERIMETER OF THE STRUCTURE I ARE TO THE EXTERIOR FOUNDATION CORNERS. 4. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS PER WARRANTY REQUIREMENTS. (0.5 R MINIMUM I ( IN FEET ) SLOPE FOR CONCRETE PANS) 1 Inch - 20 ft. 5. FOR QUESTIONS REGARDING THE FOUNDATION DURING EXCAVATION, FORM SETTING, AND HOUSE CONSTRUCTION REFER TO THE G YATB MINIONSBr ENGINEERING FOUNDATION PLANS. 3 6. LOCATE WATER METER PIT BEFORE STAKING. I: SURVEYOR NOTE:THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. IT IS NOT A LAND SURVEY k PUT OR IMPROVEMENT SURVEY PLAT. AND IT IS NOT TO BE RELIED UPON FOR THE ESTAFILISISADIT OF i FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. FINAL CONSTRUCTION MAY VARY. NIN. SETBACKS FRONT: 9' GAR: 17' SIDE:4' REAR:9' SIDE:9' I " MANHARD CONSULTING pp. IDAHO CREEK SUBDIVISION `__ ENGINEERS • SURVEYORS • COUNTY OF WELD, COLORADO i I ENVIRONMENTAL SCIENTISTS 1292 E. PSAMPLE PLOT PLAN - BLOCK 3 LOT 16 iPark MeadowsDr. TitUelon, Colorado 80124 y G1:902/705-0500 In:909/701-0100 hlly//m.YANHARD.com NUM IV.T.L.D. Iy ,An O3/12/O2 Lae ' I'•2O' I cam KBCWCC Mutt.0118 a Hello