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HomeMy WebLinkAboutStandard Pacific General Documents[am_ 4T • 41F * Permit#:201400759 Issued: 08/18/2014 Stipulations: Installation of 60 if, 5.5 ft High Retaining Wall along Retention Pond. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above'permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. A Owner: STANDARD PACIFIC OF COLOM%-DO 7800 E DORADO PL 220 GREENWOOD VILLAGE CO 80111 Contractor: For the Following Purpose: Residential Miscella Code E itions NO change shall be made in the USE of 1�4 ICC/2014 NEC this building without prior notice 00 ICC/2011 NEC and a new Certificate Of Completion 2006 IC/2445 NEC from the City of Wheat Ridge. Other o CTLITHOMPSON Dick Bri ke#1 and Sans, Inc. 8660 East Evans Avenge Denver, CCU 8023 This letter Is in refer ence to the retaining wall constructe by Dick Brickell an Sons Inc at the above-m location. Installation of the retaining wall was observed by a representative of our office during construction and Dick Brickoll : Sc provided s s• g• of • wall upon completion of construction for our reference. A summary Of critical Iterns observed is 116W belo Thank you f or a CTLITHOMPSON for your r nee be o a dditional co ntact Ras Caner, - � '` "Ti �> Project Enj ii 4* 351 Linden Street ( Suite 140 1 Fort Collins, Colorado 80624 Telephone: 97 -206 -3455 Fax 370 -206 -3441 c)o # OLL&M MR)IM E��� upon completion of construction for our reference. A summary of critical items observed is listed below'. May 16, 2014, upon completion, Thank you for selecting CTLITHOMPSON for your engineering needs. When we can be of additional service, please contact the undersigned. I= 351 Linden Street I Suite 140 1 Fort Collins, Colorado 80524 Telephone: 970-206-9455 Fax: 970-206-9441 TOTAL 6,078.23- 201400667 CCDBO10285 05/1,6114 RVW 883.59 - 201,400668 C87B0 0 86 05/16/14 RVW 91.7.13 - 201400802 CDA010073 06116/14 RVW 346,48_ 201400819 CDA0100'78 06/13114 RVW 841.67- 201400820 CDA010079 06 /13 /14 RVW 847.96- 201400821 CDA010080 06/23/14 RVW 820.70- 01.550 -05 -551 BPS PERMIT PAYMENTS 0.00 6,078.23 TOT&L 6,078,23- 6,6 78.23 M I l Contractor: Dick &4911 &1 S0*1.1s, Complete all information on BOTH sides of this form + a It N! I Sq. FULF Stu's Gallons Amps Squares Other 351 Linden Street I Suite 140 1 Fort Collins, Colorado 80524 Telephone 970-206-9455 Fax. 970-206-9441 iNutioriat t—oncrete iviasonary ASSOCiaiion 10,=i • Is LNEME Project ID : FC06552 Project Name : Do Overlook Owner : 5.33 Client Dick Brickell & Sons Inc Prepared By MSG Company CTL Thompson Inc Address :7306 S. Alton Way Telephone :3 - 605 -6072 Section : S.6ft Wall Project File : 5.5ft wallprj Vendor Data File Date and Time 05114/2014 11:33:27 Type of Structure : Reinforced Wall RMIE�� Design Wall Height(ft) : 6.00 Embedment Wall Height(ft) : 0.67 Exposed Wall Design Height(ft) : 5.33 Number • Segmental Wall Units : 9 Wall lnclination(degrees) : 6.42 00110m Lzlam! Live Load Surcharge(Psf) 60.00 Dead Load Surcharge(Ps� 0.00 file:///C:/Program�/�20Files°co 20(x86)/NCMA/SRWall�/�204.0/Report.html 5/19/2014 �* im- In Geosynthetic Product s Shear Frictin s Maximum Shear ►. Conn. Capacity Capacity (ibrrt) G 159 930.00 G 200 991.90 G 360 929.00 SG 600 848.00 SG 200 SG 350 Minimum Shear .p, ♦ s Shear Frictin s Maximum Shear ►. Conn. Capacity Capacity ♦ a "" s � ..... Minimum Geosynthetic Product Conn. Capacity Capacity (ibrrt) G 159 930.00 G 200 991.90 G 360 929.00 SG 600 848.00 ♦ a "" s � ..... N ormal e.x Connection (lb/ft) Capacity Shear Shear :s. • IMI a. ♦ a "" s � ..... • •.r Max (lb/ft) nnection Shear Shear :s. • IMI a. Geosynth Minimum e M Maximu � Pr Shear Shear :s. • IMI a. lfertia C#i'!1 ori9rlt Vertical Components of Earth Pressures Used ; No file. / / /C. /Pro rani%2OFilt~5° 20( x86): iCMA/SRWalll /�204.0/ rt.h rri1 5 /19/2201 4 1 :- a .« 1 1111,11,11-11- Product MUM a a .f Y w x +y Product • R!k i R a a .f Y file: /HC:/ rogram 20Fil s%20 x /NCB 1 RWall 204.0/ epo . mI 5/19/2014 w x +y Product • R!k i R file: /HC:/ rogram 20Fil s%20 x /NCB 1 RWall 204.0/ epo . mI 5/19/2014 r� �� �;.�a��� (:ti's r., ��'.. �� � �� ���.. INUUMMI t-,(increte iviasonary -.ssociation wzm��� Project ID : FC06652 Project Name : Doud Overlook Owner :4.00 Client Dick Brickell & Sons Inc Prepared By MSG Company CTL Thompson Inc Address :7306 S. Alton Way Telephone 303-606-6072 Section 4ft Wall Project File :4ft wallpq Vendor Data File Date and Time 05/14/2014 11:33:27 Type of Structure : Reinforced Wall Design Wall Height(ft) 4.67 Embedment Wall Height(ft) 0.67 Exposed Wall Design Height(ft) :4.00 Number of Segmental Wall Units : 7 Wall Inclination(degrees) : 6.42 �lope(degrees) :18,43 # # ## FiaLge I cat 6 fi,le:///C:/Program�/�20Files�/�20(x86)/NCMA/ SRWall�/�204.0/Repo�rt.html 5/16/2014 iN aL1011 ti 6,..lHWJCLC JV1dN4.1 /tali � a434 la tkCB[ Ge osynthetic Product Shear Friction • - Maximum Shear Capacity (lb . *. « Geosynthetic ,; .; ou r @ I UN� MI Connection N� ICI is ♦. •.. � C apac i t y i � � C onnect i o n y■ et tEi t a► o , �s i k` «m ► :� SG 360 er at t� ► a ..* a «� s :r . ------- M nimurrii - ear . +w . • r Shear Friction • - Maximum Shear Capacity (lb . *. « Geosynthetic ,; µ• s .. r Geosynthetic Minimum Ist •« . Inflecti . *. « Geosynthetic ,; .; ou r @ I UN� MI Connection N� ICI is ♦. •.. � C apac i t y i � � C onnect i o n y■ �t et a► o , �s SG 200 r Geosynthetic Minimum Shear Friction III aximurn Pr oduct Shear A ng le Shear .M i is ♦. •.. � � � i � � x � ��Y y■ �t et a► o , �s Vertical Componen of Earth Pressures Used : No file: /1 /C: /Pr r �/�20 less /`20( 6)/N / .Wall °/�20 ,OlReport. t l 5/16/201 iNauviiai v.(j ], i w iviallouwY E'x,9",rociatjon a • I I IIII I I� I I FOS Sli ding III 1111 rl� I�I� ull VIII F OS Overturning a i Pr . 00 Base Re Length (L)( t a Base Reinforcement Ratio (L/H) e II II Iq � � W ,i Product irtrt R Pr a e II II Iq � � W ,i Product irtrt R a National Concrete Mason ary Association MIMI I Project ID : FC06562 Project Name : Doud Overlook Owner :1.33 Client : Dick Brickell & Sons Inc Prepared By : MSG Company : CTL Thompson Inc Address :7306 S. Alton Way Telephone : 303-606-6072 Section : Gravity Wall Project File : Gravity Wall.pq Vendor Data File Date and Time 051141201411;34;26 lope of Structure : Gravity Wall Design Wall Height(ft) : 100 Embedment Wall Height(ft) Exposed Wall Design Height(ft) :1.33 Number • Segmental Wall Units : 3 Wall Inclination(degrees) Top Slope(degrees) :18.43 mz• « • '. Page I of 4 Live Load Surcharge(Psf) 0.00 Dead Load Surcharge(Psf]i 0.00 ------ – ----------- – ------------------- – ------------ – - – -- – ----- – --- – --------- — - – -- – ------------------ – ----- – ---- -- – le . 5/16/2014 iNatit nat t-oncrete maSonary d-1:SSOCiati 117 r r • 1 60 Overturning FOS � FOS Bearing Capacity . F ooting Base a • iii NC: /Pro r m% 20 ile °i`20( 6)/ CMA/S .Wall %20 .0/Re ort. tm I 5/16/20 1 60 iii NC: /Pro r m% 20 ile °i`20( 6)/ CMA/S .Wall %20 .0/Re ort. tm I 5/16/20 F- Co ("PS S OCK) 7 5 C. V" L iNauvitui t—untactc iviasuiiury P SO = Project ID : FC06552 Project Name : Doud Overlook Owner :4.00 Client : Click Brickell & Sons Inc Prepared By : MSG Company : CTL Thompson Inc Address :7306 S. Alton Way Telephone : 303-605-6072 Section :4ftWall Project File :4ft walfpri Vendor Data File Date and Time 0511412014 11:33:27 Type of Structure : Reinforced Wall Design Wall Height(ft) :4.67 Embedment Wall Height(ft) : 0.67 Exposed Wall Design Height(ft) :4.00 Number of Segmental Wall Units : 7 Wall Inclination(degrees) :6.42 Top Slope(degrees) :18.43 Live Load Surcharge(Psfl : 50.00 Dead Load Surcharge(Ps� : 000 file:///C:/Program`/�2OFiles�/`20(x86)/NICMA/SRWall�/�204.0/Report.html 5/16/2014 iN alfvildt +;vxxs tc iviasvtaat} tvsSuclattorl Geosynthetic Product ##` Minimum $hear ear Friction mum Shear 2nd Inflection Point (lb/ft) Product Capacity Shear # # # Connection SG 200 ##` Minimum $hear ear Friction mum Shear 2nd Inflection Point (lb/ft) Product Capacity # # # 00* .. Geosynthetic Minimum Ist Inflection Point (lb/ft) w, 2nd Inflection Point (lb/ft) Product Capacity Shear # # # Connection SG 200 Geosynthetic Minimum Shear Friction Maximum Product Shear Shear # # # . # Vertical Comp2nents Vertical Components of Earth pressures Used . No file: /// `: /Prograrn %2OFiles %2 ( x86)NI~.'MA/ Wall %2 .0/ eport.ht 1 5/16/2014 iNittlunat s—oticrete iwas(t) ary -kss ciatt,ion • • C alculate ♦ � . iM FOS Sliding FOS �IIM ■I■ Overturnin r p a e FOS Bearing Capacity Y M I.I� • • file. / / /C: /Pro ram ° /, ail ` /a20(x ) CMA/S ll °/o2 4.0 /Report.ht l 5/16/2014 + O, Cre W! • R ♦ Y !A. IM « « Y M I.I� .: Pr file. / / /C: /Pro ram ° /, ail ` /a20(x ) CMA/S ll °/o2 4.0 /Report.ht l 5/16/2014 + O, Cre W! • R ♦ Y !A. IM « « Y M I.I� .: �. •NI file. / / /C: /Pro ram ° /, ail ` /a20(x ) CMA/S ll °/o2 4.0 /Report.ht l 5/16/2014 ovu National Concrete Masonary Association M ;J5MJz(M= 4 WYMIIZ�Kyl, - I I [NO—EMEM Project ID : FC06552 Project Name : to Overlook Owner Client : Dick Brickell & Sons Inc Prepared By : MSG Company : CTL Thompson Inc Address :7306 S. Alton Way Telephone : 303-605-6072 Section : Gravity Wall Project File : Gravity Wall.prj Vendor Data File Date and Time :05114/2014 11:34:28 Type of Structure : Gravity Wall ms=� Design Wall Height(ft) .2.00 Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units : 3 Wall Inclination(degrees) Rm� Live Load Surcharge(Psfl 0.00 Dead Load Surcharge(Psl) : 0.00 file:WC:/Program%20Files%20(x86)/NCMA/SRWall%204.0/Report.hti-nI 5/16/2014 iNationat k-oncrete iviasomiry i-kssoctation - 7 I SR'WUnit# --------------- FOS i�ear ---------- FOS Sliding >=1.60 FOS Overturning FOS Bearing Capacity Base Footing (B)(ft) - 7 I SR'WUnit# --------------- FOS i�ear >=1.60 ftle:///C:/Program`/`20Files?`/�20(x86)/NCMA/SRWall�/�204.0/Report.html 5/16/2014 iNauonai t-oncrete masonary ixssocianon I MIMKM�01 W, 0 . —EM - M-1 Project ID 4 FC06562 Project Name Doud Overlook Owner : 6.33 Client Dick Brickell & Sons Inc Prepared By MSG Company : CTL Thompson Inc Address : 7306 S. Alton Way Telephone : 303-605-6072 Section : 5.6ft Wall Project File : 6.5ft wall.pj Vendor Data File Date and Time 05114/2014 11:33:27 Type of Structure : Reinforced Wall Design Wall Height(ft) : 6.00 Embedment Wall Height(ft) : 0.67 Exposed Wall Design Height(ft) : 6.33 Number of Segmental Wall Units : 9 Wall Inclination(degrees) mz��� M Live Load Surcharge (P 0.00 Dead Load Surcharge (P 0.00 file:///C:/P`rogram%2OFiles`/ 20(x86)/NCMAISRWall�/�204.0/Report.ht,nil 5/19/2014 ivattotnai uoncrctc masonary As4octattorn Page 3 of 6 Geosynthetic P r od uct Shear Fricti Capa 2nd Inflection Point (lb/ft) i Ge os y n th et i c P eI it Angle * WSJ ction • il. R Max Ca l i nnec t� aaa at pll ��NIU III�� t r a :r a :e ae se tr c ea r a a t� t .a SG e � a IIM �� W �� II�IIIII I+ � � Minimum Shear p. • Shear Fricti Capa 2nd Inflection Point (lb/ft) i Ge os y n th et i c P eI it ¢# ' • • a jo Ge osynth Minimum I I st Inflection Point (lb/ft) 2nd Inflection Point (lb/ft) i Ge os y n th et i c P C apac ity Angle * WSJ ction • il. R Max Ca l i nnec pll ��NIU III�� ae ra c ea e. as � a IIM �� W �� II�IIIII I+ � � �pll IIM� III � II UPI SG 600 ' • • a jo Ge osynth Minimum . i M ax i m u m VIII III f .. uct Shear Angle She I� ► M I . tE� ►« t1 pll ��NIU III�� ae ra c ea e. as Vertical cm csraet Vertical Components of Earth Pressures Used : No file: / //C . /Pro ram`//`20 files ° /` 20( x86) /NC x./ I2 Wall`/'` 20 .0 Re ort. tml /1 9/2014 INUU Idl k. III°•tCLC IVIdSOIlUrY .-vss ?nation ♦ 1 • 11 �Y . II III II ;• I • !� III .: ♦ � FOS Overturning .. • ... , rr F OS Bearing Cap P r od uct Base _ • • t ♦ 1 • 11 file: /,j /C. /Progr, %20 File° /�2t} (x86)/NC MA/SRWal � /r2 } . /R ort,htmI 5/19x'2014 9M" #7T&MVw l ....... s ♦ � Pr oduct • ... , rr P r od uct file: /,j /C. /Progr, %20 File° /�2t} (x86)/NC MA/SRWal � /r2 } . /R ort,htmI 5/19x'2014 iu II to � Pr oduct s a. file: /,j /C. /Progr, %20 File° /�2t} (x86)/NC MA/SRWal � /r2 } . /R ort,htmI 5/19x'2014 '?��' This First Amendment to Development Covenant and Restriction is entered into this Fe ua d b 11 day of brry, 2014, by anetween Ridge the City of Wheat , Colorado ( ) "City Standard Pacific of Colorado, Inc. (the "Dectaranf); together, the "parties."' A. The parties entered into that certain Development Covenant and Restriction on August 12, 2013 a\® "2013 Coveriant"), which was filed for record with the jeflerson County Clerk & Recorder on August 16, 2013 at Reception No. 2013101733. Ir I , IIIIIIIIIIIIIIIIIII IIIIIIIIIIIII IT 2. Recording. This First Amendment to Declaration of Covenant and Restriction shall be recorded in ©` real estate records of Jefferson County and shall be a covenant running with the Burdened Property in order to put prospective purchasers or other interested parties on notice m ;+ the terms and provisions hereof. 1111!111111 « �1111111 i 11: ri2 4 ««»4 1 1 IN WITNESS WHEREOF, ©, City and Declarant have each caused this First Amendment to Development Covenant and Restriction to be signed by their duly authorized agents as of the day and yea< « set forth. STATE #2< O ¥», ) ss. COUNTY OF A The foregoing instrument was acknowledged before me this 'tr m¥ ay of B-14 � � 1 2014, by Janelle Shaver, City Clerk EXMRIT A-1 Westridee Sanitation Disirict I" e of r 16. t WESTRIDGE 370 a Wheat "ee CoW*do $4R +t W7 ;* 7777 Fox (303) 424-4W Kim Dahlin Office Manager