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HomeMy WebLinkAboutMF2006-01004, 06-1024i a t i I —i 1 + 7 -1" �I I I ' 0 Cb'AR?m1b rFmcE zy" .+ wo~ ,w�,...,.. ,,&,Ne T_ MOM A. �S hv_Rm Enne FOUR-PLrX FRDNT CLFVPS\ON 'Pk I Beu>< APR 0 4 2006 ._ Sra /CSv t Every source of contamination or ;possible contamination from any contaminant which originates from or is located at a residential or commercial establishment, that is connected to any public water supply or that provides water to the public, shall be equipped with the protection required under the provisions of the City of College Station Plumbing Code and/or the most recent Manual of Cross -Connection Control, published by the University of Southern California Foundation for Cross -Connection Control and Hydraulic Research.. y14/oc :M mmu i {Jt. cov 2D) ri A--r"r SEP -v I GE LoCA--' 1oN PIZ 1 0 2 _Fo CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT REVIEWED FOR COMPLIANCE PER NOTES ON PERMIT NO COMMENTS P R NOTES ON PLANS/SHEETS BY G G ar� DATE�p 6 CITY OF COLLEGE STATION Building Inspection Department Received 3 06 Reviewed S'ssa�r _' I ti ,yi.Y` �ef 4 o, j" y _I-r- nn ' nri i'nn�.�I�I n' "L U� N- Rk(IAkT .LE.r-T blb�. _!_�, Fill 01 1 R1 �fi EP. lilt i i L�r Sib -print) U ..."vow "Mo"Wbm�. 4-1 D UI I %I �-3-0 C) 331011 V- -vo gp 17 1 1; IT Oj2o", 4 Vv I Ve Tile- 3 Lai I 7-41(j S�Ls" -Z-4-- ---------------- INA, QvA~tag"s2 �Z..4- 511 VT _7J 3W ITT kip t U'Poe� t to LLJ 07 '206% 30&% Lu tL rum - j Qj rm Sk) ,,I L 4q5S 5 4s yq 01 f r 4. m 1 � <f- 4� � 0 �N o n- it M 5- y -5 03 � wr— 2 i V i.J 1 4.... Rzm Ix W" SON 2 -2.5 i4A 5AS - 3„ g, (AMi,. 6,54, GA-- f � j0 F 2g�j S 1� u ATT tc. Tt lb'-9 li ' LFTI A 0 ! =< C J& 44 it - spet ✓ i'i\ � � o it►- 16 8 �9 �� i air iii 111 -x _ ' f�j1till t' 2 o5.� 1= qx' _ i Ltd 2$4oSA h � a� � � �� � ti•A - 1sT �tnbe. LIVE. bF b 5.5 z-Y, tr--rr-p,- z4 QLei, 0 N N M 2 ci r-, 4 j Ln aj .� cry 'PaUim yy) r I 4 Piq -�C)U�J&Nla-1 Rhu -25 WIWA r PROJECT BENCHMARK: "X" FOUND IN CONCRETE DRIVEWAY AT THE RIDGE APTS ELEV. = 294.29 X=4760.54 Y=5643.29 KAHAN FAMILY LIMITED PARTNERSHIP & MANUEL FEIGENBAUM TESTATMENTARY TRUST LESLIE FEIGENBAUM TRUSTEE - v Zoning D (C-1) DENA BETH & DAVID LEE KAHAN D t' v BLOCK 1 o v D Zoning (C-1) v D - - LOT 1 C' D ` % / BLOCK 1 ©_ _ D % D i KFO SLYBDIVISIQN / o p D ; PHASE2' v v D v. D v \ v v yi' v D / roc \ D _ D /-- -- N 41-43'43�,E - D, �r-- -i -- -- ---- 4s 64• -�---116.02' 60.00' , I _ j , 10' PUE & DE - -' R2' PATIO 7.5 side setback j -------------• - --PATIa- - - �- _ - -� -- -------x11' - I--------------- �- - 23 I PATIO i Io_ 1I :------------------------•------' 1(TYP.):: -3.•1 m 1 5, 15. 9' =x Iw 73x41 BLDG AREA o OD o _ DAVID SCHULER o Cq I _ LOT 9 in a I6 BLOCK m LOT 8 l-��� - i m zoo 25' I (R-4) : 7 PROP:' ' I AUTUMN CHASE 9. I WATER - SUBDIVISION ; f 18 (TYP') 1 ;METERS 7•,• I I PA T10 PROP. 20 23' 10' WIDE _ P.U.E. - jok PROP PATIO ��-VARIABLE - s - - I10 WIDTH -PM B ACCESS & �°; to'DUM ' d ARKING R10' - PnD 2 - LC 111 :EASEMENT R2' N,e,°- _ - PAUL C. w I 7.5' side setback R2' IZ R2t _ HIGGS SR :I -'- I ---------w---•-•----'EX. WATER'-METERS,:,&7 { • J' SANITARY �984 EX. LOT2 112 9' 87.67' TO BE RELOCATED ~' R5 06= `�01 ;'SEWER i / WATER I� BLOCK 1 - - - - - +J -, EX. 3 7 •`ONS- SERVICE i METERS Z N 41'52'44" E . ->s \ .WATER. Oo; Zoning o I 1 13 • - ,� Via; \ :LINE `.. F (C-1) q I .------------ -- ---------• ............... >r-:\ 10' • 7.5' side setback \ p PUE R 15' 1.5" Os WATER KIRKPATRICK e R3' i R2' F j j LINE SUBDIVISION I 14 15 j 16 6-.sS 6 1Z , 8 1991 UU EL EX SS \ g'. \ MANHOLE K. 6" () + - 5 SANITARY - - TYP. I "� ' EX. BACK SEWER - - - r_ �\ OF CURB N M-232�' EE 1M.J6' ;Q�n LINE R73.5' PATIO i `"-"r' 20- a : - PROP. 15 g� YARIABLE PROP 7'x1V :WIDTH P.U.E. WATER I I PATIO of METERS WATER `" I -- - `/ LINE J / LOT 7 w r ) a, • �J A "EXISTING rn : j o - FIRE I v - .0 Q HYDRANT I I 'Co4 : 73x41 BLDG AREA - a, r , I _ : 0 �J I Soo le: I = I 2: O' �I I 1 inch = 20 feet I : '� : 06 a I/ I --------------- I hnno' SANITARY - - - - / / SEWER ERVIC Q V03" E WATER I PATIO r/ / EX. 6" LINE �_ _ _ - WATER Q i ' LINE 85.20N40'32'S0"E / _ ^7 - I� n ' \ � LO - - - - - - - -J------------_ B&D ATUMN CHASE L.P. Zoning AUTUMN CHASE LOT6 (R-4) SUBDIVISION_ - BLOCK 3 #4 Bars ® 18" O.C.E.W. 6' 4000 PSI Concrete \����j��jjL�/�j/��j5�6imeStb�zed Subgaej�/�\ STeNAM CONCR 7E P,4VEMENT DETAIL NTS ' 1 6" 6" #4 Bars ® 18" O.C.E.W. 4000 PSI Concrete a 14FAVY DUTY CONCRETE PAVEMENT DETAIL NTS SAProj\0549-Schuler-A.C.-4P1exes4ot-7and8t0549-01-stte.dwg, 04112000603:58.22 PM,1:20 SI TE PLAN Scale: l "=20' I I D 0 LOT I v V BLOCK 1 I _ - 0 - - - - - - D ° .KFO SL56DIVISIQN � i / o D v : _- PROP �SWALE D / /D GRADE TO' DRAIN �� y _ - - 307.66+-a'. - 7-7 -- � 307.45 I--05i7 ----TIO A_ 307.75 � DE 1 307.7 - 0775 i a - ----P307.75 307 5 - L_ .38 307.40 _ 1 P� SILT---------; 306.82 I j� ) �I FENCE 306.66 \ 1 I I FF=308.00 "I I 15. �� �\ 307.50 73x41 BLDG AREA o/ �' DAVID SCHULER �306.49 \ I ' M//tp I \ I 1 %t ►� I LOT 9 �} 6 �\ LOT 8 1 i J{� _ I BLOCK 3 I �. 7\ \�' ` PATIO ZoW FF= VC (R-a) I \ \rn \ II 307.50 307.5o I AUTUMN CHASE I \ 306.32 \ \ II '' EXPOSED. 51A6 30 .25 I SUBDIVISION / (3',118 PAT10 EXPOSED X SILT ; SLAB FENCE \ I - • i 306.60 ZZ I y 307.25 _ �39.7a5 7'19• /306.50 3 6.16 3os.1 s 7 PATa 07:50 5.74 305.52 \ 305.88 \ 306.73 1 22 , I _ 1`3O - I 305. 9 :'C MATCH €�CISTING PAUL C.H GGS SR S 3oss7 - - -3p5� 306.14 / 305.72 I `�, MANHdL1= TOP TO - L. PROPOSED FINISH / LOT 112 05 305.4 305.15 / GRADES BLOCK 1 �. ----��..> 5.02 305 . Zoning 305. 30545 (C-1) I 305 30 5 % 10' 304.53 I 305,47 304a6� 304.59 Pu < 304.EM 30 .74 KIRKPATRICK I \ i \ \ i + 304.89 f SUBDIVISION a 15 I 3oa• .ad 6-SS \ I 16 \7 1 i3 19 ! _ \ 04.04 1 305 8 \ S CONNECT TO 3a IN,305'.09 % \ 304.62 EXISTING CURB �f =! - I - - - _ _ ? \ ( \ 04.05 -SEE DETAIL- �� 1, Pi II 306 SILT 7 FENCE II 306 306 P --- 6 306 \ L--- 303.98 3, ICA xra I 304.43Ix / r^ 1� 306 CONNECT TO EXISTING CURB II LOT 7 I -SEE DETAIL- Lu 11 FF=306.25 I �oQ'� &n EG ix. II 73x41 BLDG AREA HYD T I �� I licI SILT I ��FENCE U 0- scale r1 inch 20 feet O I I I II Z0- X PATIO 805: 5 3os 3061 {x I \ rx11- \ PATIO 305.7 f , r �S I 05.2 PATIO 6-WL WL 6-WL� �16-WL� 6_WL / PUE - - - - - - -1 -- --- B&D ATUMN CHASE L.P. zoning AUTUMN CHASE PROVIDE LOT 6 (R-4) SUBDIVISION / 140' INLET (r BLOCK 3 � PROTECTION � 1 PAVEMENT LEGEND r!� STANDARD HEAVY DUTY L� CONCRETE PAVEMENT CONCRETE PAVEMENT New Concrete -I Existing Concrete Partial Depth Saw Cut Leave existing rebar of the to provide neat edge removed concrete and tie it of existing concrete to rebar of new concrete pavement Proposed rebar Existing Rebar CONNECT TQ EXISTING CONCRETE DETAIL NTS RLDJAW-: C=N -exW pLOrrED: 17 Apr 2003 - 2.15 Pm DENA BETH & DAVID LEE KAHAN Zoning (C-1) KAHAN FAMILY LIMITED PARTNERSHIP & MANUEL FEIGENBAUM TESTATMENTARY TRUST LESLIE FEIGENBAUM TRUSTEE Zod,ig D (C-1) v' LOT 4 BLOCK 1 GRADING PLAN Scale: 1 "-20' Curb inlet or Grate inlet O 1 �� - - - - - �•Fffff� Pea Gravel Filled Geotextile Bags Min 6" Height, Laid end to end 11 l� NOTE: FOR INTERIM PERIODS OF CONSTRUCTION, SILT FENCE PLACED COMPLETELY AROUND BACK OF DRAINAGE INLET IS RECOMMENDED. INLET - PROTECTION Symbol NTS r„ fWW- AnrrEn. 01 Apr 2ao4 - 2:49 pm I e CO GRADING LEGEND 100.00 _---100_00 -_ 9W ELEC SS wL 000.00 Proposed T/P + Elevation T/P = Top of Pavement Property Line Existing Grade Proposed Grade Proposed Grade Gas Lines Electrical Lines Sanitary Sewer Lines Water Lines xx.xxx Proposed T/C Elevation T/C = Top of Curb #4 Bars ® 18" O.C. TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS nUDVAW-* Vpe2--rbdn PLUnE&. 08 Od 2004 - &20 pm GARB 100� IS�N G B Saw cut to provide GAR 9 neat edge of existing 0`� GAR curb. R PRO �SEo Leave 15" of rebar of the removed curb and tie it to the rebar of the new curb. r `o CONNECT TO EXISTING CURB DETAIL NTS FlLENAME: conect-curb.dwg PLOTTED: 18 Sep 2003 - 11:50 am STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES GENERAL 1. All contractor vehicles, including employee's vehicles, shall park within the project site to minimize traffic on the public streets adjacent to the work site entrance. Contractor will provide sufficient parking areas to accommodate his vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired to original condition prior to completion of project. 2. Contractors shall ensure that no dirt from the project accumulates in the existing streets. If dirt or debris from the project site accumulates on adjacent streets, the contractor shall immediately clean those areas. 3. Contractor shall place erosion control protection at appropriate downstream locations to minimize silt and debris from leaving the construction site and entering the drainage system. 4. If required on the plans, the contractor shall maintain a vehicle wash down area of sufficient size and in a location to facilitate cleaning his vehicles prior to leaving the work site. 5. Once vegetation is well established contractor is responsible for removing all temporary erosion control measures (i.e. silt fences, rock check dams, etc.) 6. Structural controls shall be installed as soon after clearing as practical and maintained in good working order until the site is stabilized. 7. Alternate structural controls may be utilized if approved by Engineer. 8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms. MCHARD A i-------T TH Il MANUEL DR rn - �, 'Lo_oP I m --- u I • I 2F--- ' z N.T.S. -RIT T F I I Ill 7ii, BRENTWOOD 177 qRo VICINITY MAP (NOT To SCM-0 GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1-800-344-8377 b. Contact Kimberly Winn ® ONCOR. 774-2506 C. Contact Mike Lavender ® Cox Cable 846-2229 d. Contact Irma Gomez 0 BTU 821-5770 e. Contact Mitchell Gas ® 779-4460 f. Contact Union Pacific Resources ® 778-8525 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction and City of C.S. Water and Sewer Specifications. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineers time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Trench Safety Sheet for details. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owners expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive stabilization. 100% coverage of groundcover, decorative paving, decorative rock or perennial grass is required in parking lot islands, swales and drainage areas, the parking lot setback, rights -of -way, and adjacent property disturbed during construction. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Oncor, Cox Communications, BTU, and Verizon to adjust the location of Existing facilities. 13. The contractor is responsible for traffic control. All traffic control must be per TMUTCD and be approved by the engineer prior to implementation. This is not a separate pay item. 14. No spoil areas are available on this site. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not o be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. SITE PLAN NOTES: 1. Name of Project: Autumn Chase Fourplexes in College Station When joining two or more "Silt Stop" Fences tie the two end posts together with nylon cord. Wooden or Metal Post, - Min. 3' Length (1 1/2' exposed) Silt Fence, "Silt Stop" max 10 spacing or approved equal Min. 24" Overall Ground Line T�. ' ' ` Bury toe of Silt Fence 6" x 6" Trench 6" below proposed grade - Compact trench backfill to prevent Ground Line Existing Soil `%' "washout" Existing Ground ` SILT FENCE DETAILS ELEVATION -X-X X X- NTS CERTIFICATI D REQUIRED D +1' (p +2' D +s' D +46 A 1 NOT RPOI PP Z. Legal Description: Lot 7 & 8, Block 3, Autumn Chase Subdivision 3. Owner. David Schuler Spirit Custom Homes P.O. Box 305 Wellborn, TX 77881 4. Engineer. Mitchell & Morgan, LLP. 511 University Drive East, Suite 204 College Station, Texas 77840 (979) 260-6963 5. Zoning: R-4 6. Existing Use: Vacant Proposed Use: Fourplexes 7. Setbacks: Per City of College Station Ordinances 8. Site Area: 0.574 acres 9. Jointing Details will be provided by Owner. PARKING REQ'D: 4 - 2 BEDROOM UNITS ® 1.25 PARKING SP/BEDROOM = 10 PARKS 4 - 3 BEDROOM UNITS ® 1.0 PARKING SP/BEDROOM = 12 PARKS TOTAL REQ'D = 22 PARKS (J PARKING PROVIDED = 22 PARKS J/ No portion of this site lies within the �RTO-yea 5iloodplain per FEMA s Flood Insurance Rate Map panel 48041 CO144C. / r Effective date: July 92v,,�7a{1Q+s9.92./M+ REVIEWED FOR REVIE•Y irD ■ OR CO4e4 LIA VI E COMPLIANCE APR 2 1 200 APR 2 12006 I COLLEGE STATIO COLLEGE STATION ' DEVELOPMENT SEWICES ENGINEE11111NIG — ELEC _ — ELEC — — ELEC Reul,sed LKueSffi�PIL i.6-G&u a egwN eLJ 4i-2.t-oc. 'To SepARATe •�- STZ9,9TWOPe- �O DENA BETH & DAV D LEE KAHAN Zoning (C-1) LOT 3 BLOCK 1 ELEC ELEC ELEC Symbol Size Name & Type Quantity Point Point Value 2.1 — 3.4 Water Oak Cl 150 (Quercus Nigra) (New) t" Canopy Tree 1.25> Crepe Myrtle 6 40 240 O (Lagerstroemia Indic) (New) Non — Canopy Tree 5 Gal. Indian Hawthorn 41 10 410 0 (Raphiolepis Umbellata) (New) Shrub 5 Gal. Wax -Leaf Ligustrum 49 10 490 n (Ligustrum texanum) (New) �`.�✓� Shrub Points per project area: ` Site Area 27,316.5 square feet 27,316.5/1000 = 27.3165 i 27.3165 x 30 = 819.495 Total Landscape Points Required: 820 4- (QO = 1 LA26 y I Total Landscape Points Proposed: S-tizezt scAp* we0S , 150EA 60 Landscape Notes: 1) 100% coverage of ground cover, decorative paving, decorative rock, or a perennial groundcover in all parking lot islands, swales and drainage areas, the parking lot setback right of ways, and adjacent property disturbed during I construction. 2) Irrigation system shall provide 100% coverage for all lawn and landscaped areas. 3) Parking spaces 14-20 and 21 &22 will be screened from Autumn Chase Loop. �1�r.�t2t5cc��iUPain+S I PAUL C. HIGGS SR LOT 2 BLOCK 1 Zoning (C-1) KIRKPATRICK SUBDIVISION � sal.: i r1 inch 10 B&D ATUMN CHASE L.P. LOT 6 BLOCK 3 cc v u OLL V o oU 0 oQ "' �cn W cry f-- w� Cl- JCL TWO a o� KAHAN FAMILY L M TED PARTNERSHIP 8c Cr v MANUEL FEIGENBAUM TESTATMENTARY TRUST LESLIE FE GENBAUM TRUSTEE Zoning (C-1 ) LOT 4 BLOCK 1 KFO S(JbDIVISIQN -PHASE 2 7 x9 PATIO 7' x 1 1 r),p t < • T I O ,n 7F i yr "4..�,( i >•j ran t.a• .x y}. A R.. �.r. tyn 'Pr * sr er y* jY < % ;y�{:b y L �1 'riJn kY-rr'M•' �:�if,,. iu,,,ya;' ' W°' ; r`' • i . rf •Y' .i- tWr «7„'."', 'C` �S ,i'j•{ �' "ti.�,+, rE V'"n�,1F 'T�" •+'l' t � 17Kr P> t n} 7 a + �w '� 1 'r ,t?•` y yt" � �.it,"�'•; 4 , Rt +r JFw hl,,.{Sryu'•�hea, o.pj.�i "rkr'�✓fwtrc ''".?, .s; �v •_,� ; Y r �• l t rh'2..:;�x y'ry f . ai y �t ra ,.k. !t �,.y r cT, +f� t4� 4 i Fl� `� . ,I,�- j'. t � _ r p• -. � °'3' r) r�"'d, s - � t r �m �'� �y •+' ,: M1 I. +`w v ..C,tri s y4� �, + r! a• r-Y' a ' r n ! ar')t i . • Ai . • A < _ � - .. •,' � i Z �1 .�7 ny ryi. a�,+,Jt�. .=1. ., i�� i� firf ..� ., 73X F l DAVID SCHULER LOT 9 ..u•^F.+o "` + •r r �G �r emu! ': .. . OTBLOCK 3 r 4 Zoning 9—WL 6—ft 6—WL o vL AUTUMN CHASE SUBDIVISION 6—WL� AUTUMN CHASE SUBDIVISION S:\Prol\0549-Schuler A.C.-4Plexes-lot-7and8\0549-03-LANDSCAPE-BASE.dwg, 03121/2006 02:34:26 PM. 1:10