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Home My WebLink AboutLot Certifications - 05/30/2008 (3)i. City of Fort Collins Utilities elech'ic • Sl01"n14Vaier • wa lewah r • water CERTIFICATION OF LOT GRADING Pursuant to City Code § 26-544 and City Land Use Code § 3.2.2 (e) Date: May 29, 2008 Permit Application No. B0707760 Address: 5608 Cardinal Flower Court Lot: 8 Block: N/A Subdivision: Plank PLD & PD (aka, Fossil Lake 6w) ' e'/o [,(Print) Nicholas W. Haws a Colorado registered professional engineer, verify that the above referenced property in the City of Fort Collins, Colorado, has been inspected by me or someone under my direct supervision, and verify construction of all stormwater facilities and grading is complete, and the elevations and drainage patterns shown on the attached drawing(s) which were developed from a survey performed on (Date) 05/22/08 accurately and truly depict the elevations and drainage patterns as they existed on the date of the survey. Based on this information, I certify that (check one): ❑ The elevations and drainage patterns of the lot/site are in substantial conformance with the City approved drainage and grading plan for the property (information attached). SEE NOTE. ® The elevations and drainage patterns of the lot/site as measured are in general conformance with the City approved drainage plan With exceptions (information attached). In my professional judgment the elevations and grading of the lot as constructed is functionally adequate and will allow for stormwater drainage consistent with the apl By: (signature, PE stamp) iEE NOTE. TBo 5. COLMt fri✓ Ate. sVIZE I0'0 36524 (address of signing party) NOTE: A COMPLETE certification must be submitted, including but not limited to drawings of the lot/site showing the approved design and as -built surveyed elevations of all structures, drainage and grading features (e.g. swales, retaining walls, lot corners), written information/explanation of discrepancies, etc. to: Fort Collins Utilities (970) 221-6700 700 Wood Street Fort Collins, CO 80521 At Least Two Weeks Prior To Requesting A Certificate Of Occupancy For The Property Rev. 111106 IMPROVEMENT LOCATION CERTIFICATE FOR EVERITT COMPANIES LEGAL DESCRIPTION: LOT 8, FOSSIL LAKE 6th SUBDIVISION, LARIMER COUNTY, STATE OF COLORADO, ADDRESS: 5608 CARDINAL FLOWER COURT CONC.PAN S02° 1'46"W 76 9' # These elevations areE�— slightly lower than the - - - - - - - - - - 6' UTILITY_ES_MT. approved plans, however 24.2' sufficient slope is provide and drainage patterns remain consistent with th intent of the original # grading design a0 wN � C0 \� O e N C4 5' 2 Story Wood Siding {N w/Bsmt W v, �� > •- I to A These elevations are slightly 11) higher than the approved plan:. CAN 1LEVEF� �i � " ° - > I Of however, sufficient slope is T. •' F' a. ,. Z provided and drainage pattern, COVERED CONIC. •, ° /J of remain consistent with the inter i L i PORCH ° V of the original grading design O v n ' O) Ln - � - 91 T�CiryFSMr cz 20 , / Ate. Delta=68°54'28" R=61.50' L=73.96' 1 Dir.=N27"39'49"W Chord=69.59' # \ w - - CARDINAL v D 4 FLOWER Ct. Q�°• " FR •;'� C ; LEGEND o s••O ArCq Q = Jt4 REBAR w/CAP LS# 34995 1, ®= NAIL I SHINER 2' WITNESS 20 10 0 20 R C CORNER, LS# 34995 1 • - 20, wv, = WINDOW WELL GERALO D. GILLILANO COLORADO P.LS. NO. 14 3 HEREBY CERTIFYTHAT THIS SURVEY WAS PREPARED FOR EVERITT COMPANIES AND THAT MIS NOT A LMD SURVEY RAT OR IMPROVEMENT SURVEY PLAT, MO THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF PENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LNES. I FURTHER CERTIFY THAT IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE. MAY Z; I EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING _ PREMISES, EXCEPT AS INDICATED MO THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCa. EXCEPT AS NOTED. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS AFTER THE DATE OF THE CERTIFICATION SHOWN HEREON. NOTICE: ALL SEMINGS,DISTANCES, AND EASEMENTS ME MR THE SUBDIVISION PLAT UNLESS OTHERWISE NOTED. �1I YY R°rA M•.. EVERITT COMPANIES FOSSIL LAKE 6th SUBDIVISION N°. REVISION BY DATE NORTHERN ENGINEERING PROJECT*. 110-019.13 DRAWN BY: WTR DATE: W310, f STORM DRAIN .r LINE F —. �X POND 'i OU fLO T 6 _ I I ORY CREED( COBBLE BED J - ---r RE: LANDSCAPE) I Ft _ � I FG-18.69 TF=17.35 I TF=17.77 Fc 1r CONCRETE ' t f-G= 8.40 L I I 9 N TF-14 O6 / v FG-17.77 : FG- O I i .' I 7=18.44 r- 1 a TF I 114 •'�.� li I Orb I � 1 j 10 it TF-19.66 I I r .33 k 16. I i .r I TF=1833 I .�' ♦ CH AIM r r I L 11 1 I 4 11 I FG-19.52 It 'I 1 TF-20.18 I� p J FG-16.12 I I U 1f=18.79 r j FG3, , II I I I OB I i i I TF=1r I �a - - �:� 1 I I TR NCH AIN ---- �� 1543 B I lo I I j i-. .' 12 -- - 5 I - - - , J FG-18.58 �' -.I U CONCRETE I' FG-20.00 j 1 r Q i TF=19.25 1 F• , PAN 36 .r_2ota I i! Z I I 0 ( G-If '� Ij p j r r f I ` I B I L— — r II 6 II _ r i l FG-20.48 �' I I 13 i N DRAIN 7-21.15 {_.. FG-19.04 I i 37 A 1 -. TF=19,71 � r I FG-t9.e TF-20.: ! L- -- I� I II CURB CUT & 7 I f' F SIDEwAIx CHASE 14 I • FG-20.99 I C— 1_ a FG- 3G -21.65 ro ' �' I 19.95 I , fG�20. i TF I ; f 11 j r`� iF=20.62 NN (00" City of Fort Collins Utilities electric • stormwaler • waslewatcr • water CERTIFICATION OF LOT GRADING Pursuant to City Code § 26-544 and City Land Use Code § 3.2.2 (e) Date: Mav 29, 2008 Permit Application No. B0707760 Address: 5608 Cardinal Flower Court Lot: 8 Block: N/A Subdivision: Plank PLD & PD (aka, Fossil Lake 6"') (,(Print) Nicholas W. Haws , a Colorado registered professional engineer, verify that the above referenced property in the City of Fort Collins, Colorado, has been inspected by me or someone under my direct supervision, and verify construction of all stormwater facilities and grading is complete, and the elevations and drainage patterns shown on the attached drawing(s) which were developed from a survey performed on (Date) 05/22/08 , accurately and truly depict the elevations and drainage patterns as they existed on the date of the survey. Based on this information, I certify that (check one): o The elevations and drainage patterns of the lot/site are in substantial conformance with the City approved drainage and grading plan for the property (information attached). SEE NOTE. ® The elevations and drainage patterns of the lot/site as measured are in general conformance with the City approved drainage plan with exceptions (information attached). In my professional judgment the elevations and grading of the lot as constructed is functionally adequate and will allow for stormwater drainage consistent with the apt By: (signature, PE stamp) ;EE NOTE. Zhu 5. Cot,lft Ate. , SLA-C6 I*V 3652�t (address of signing party) NOTE: A COMPLETE certification must be submitted, including but not limited to drawings of the lot/site showing the approved design and as -built surveyed elevations of all structures, drainage and grading features (e.g. swales, retaining walls, lot corners), written informationtexplanation of discrepancies, etc. to: Fort Collins Utilities (970) 221-6700 700 Wood Street Fort Collins, CO 80521 At Least Two Weeks Prior To Requesting A Certificate Of Occupancy For The Property Rev. 111106 # These elevations are slightly lower than the approved plans, however. sufficient slope is provides and drainage pattems remain consistent with the? Intent of the original grading design IMPROVEMENT LOCATION CERTIFICATE FOR EVERITT COMPANIES LEGAL DESCRIPTION: LOT 8, FOSSIL LAKE 6th SUBDIVISION, LARIMER COUNTY, STATE OF COLORADO, ADDRESS: 5608 CARDINAL FLOWER COURT CONC.PAN I S02P 1'46"W ^ 76 ` 9' �' --------------- 6'UTILITYESMT_ w« 1 1� 2 Story Wood Siding w/Bsmt N M CANTILEVEI{ 1i 7.6' COVERED CONC. N PORCH Delta=68"54'28" R=61.50' L=73.96' / Dir.=N27°39'49"W Chord=69.59' s2js,696 I LEGEND OQ = #4 REBAR Wr" LS# 34995 ®= NAIL / SHINER 2' WITNESS CORNER, LS# 34995 0 vt 120 I. 0 0 ' I LU Ln ` These elevations are slightly om Lo higher than the approved plan, e however. sufficient slope is Do Z provided and drainage pattern - remain consistent with the inte Of the original grading design 20' - S n ESMT ww = WINDOW WELL GERALD 0 GIi LLLILAND COLORADO P.L.S. NO. 1i 3 IMHR HEREBY of THAT T M SURVEY WAS PREPARED FOR EVERrR COMPANIES AND TlIAT ITIS NOT A LAND SURVEY PLAT OR PROVEMENT SURVEY PUT, AND TPAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE WPROVridFM LMES. 1FURTHERCERTIFYTHATMPROVE ONTHEABOVEDESCRIBEDPARCELONTHIS DATE WY 23, 2XM EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY VATHM THE BOUNDANES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ME NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY WPROVEMENTS ON ANY ADJOINMG PREMISES. EXCEPT AS INDICATED AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF MY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE MY LEGAL ACTION BASED UPON MY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT- IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS AFTER THE DATE OF THE CERTIFICATION SHOVM HEREON. 96 NOTICE: ALL BEARINGS. DISTANCES, AND EASEMENTS ME MR THE SUBDIVISION PLAT UNLESS OTHERWISE NOTED, KEY UM OF ToK w EVERITT COMPANIES FOSSIL LAKE 6th SUBDIVISION CARDINAL FLOWER Ct. 20 10 0 20 1"=20' NORTHERN ENGINEERING bU9Ry Awa.4Ylm PM,ME 9r4J11.rIY 1I,49AI1111M M WRbbW YNr H� -. PROJECTk 110919,73 DRAWN BY: WIR DATE: 5123100 03TORM DRAIN F / 1 i FG=17.10 1 I W=17.77 I \ I I I I 'I , 2 I f.C�1a40 I TF=1a06 A I I \ I� I I I 3 Il r ; I r FG-18.99 I ' TF-11 0° I 11, 16.0 TI a` A O I i I II I II I I I FG-19.52 1�0f1 TF-20.18 I. � II ' `�------ I ` JTI II I 5 Il r ' FG-20.00 1 I Q^ I 1 IF I I r II 6 FG-20.48 I �9A8 TF-21.15 9 O ,I •p. 7 l F-221.65 .65 0-99 TFro I I I � I I .I O I ; 1 DRY CREEK/ ^^-+•+� COBBLE BED �• - 6 LANDSCAPE) �: FFI I ---- I TF=17.35 FG: L—_� I TF, — 1 I PANS — / I 9 I FG-17.77 / i TF-18.44 I B r/ 10 I TF-18.33 I I I I Ow\ I I I 0 FG-1 S.12 U i TF-18.79 r cr I O 1 --- 1S1 O _I FG-18.58 TF-19.25 I F I- I "O ' O I I I I L--- �° —J ? p 1 I ! r _ 13 , a lf_. FG=19.04 I lr -, CURB CUT & SIDEWAIX CHASE 14 I I TF62 I I 1 I I FG- \ I TF b f' r - - -- CH AIN FG= TF= L � 1 1 I I 31 I FG-1 ' TR NCH r I TF=11 AIN r ; l� CONCRETE PAN M FG-If W-19 B N DRAM 37 i I FG- 19A TF-20..' L- w I 36 j qN FG- 20. 7 TF=21 4