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HomeMy WebLinkAboutDrawingsNN M rs Ln 11 co 5TA5 N EY 5TREFT co M Ln CD (5 0' R.0 -W.) r-- N G) 40 X -------------------- CL STREET ------X ----------- — — — - X — ---------------X Uj 0 L6 0 Q0 0.4 HIGH CONC. CURS 0.4 HIGH CONC. CU Q-1 0 6• C) 5".45 0 0 r 0 (S) 105-47' (S) (_0 rnmr - GUS -tt\ F, -7 0 NOTE: Existing structure to be dem, to allow for new construction A TOPOGRAPHIC SURVEYOf LOT 13, BLOCK 2 TAUBER ADDITION, Iished f S TEM, l 4 Dimensional! System Design Engineers & Designers P: 281-716-2847 F: 281-946 8164 4DSystemDesign@gmaii.com Registration #: F-9522 i � A 0 0 C6 ACCORDING TO THE MAP OR PLATTHEREOF 0 p. rpo 0- .0 n 0 RECORDED UNDER VOLUME 182, PAGE 133 �bj 040 ODOM)0Q00C)00() A. Of THE AP RECORDS Of BRAZ05 COUNTY, TEXAS 0 0 00 0000, 00 Op R/ —j, LLJ, Q0 C) 277z, N 'g0 0 r 00 V . C6 S -,z 1030 DOMINION DR. 15 IN ZONE "X" A5 LOCATED BY f.F.M.A. T 0 Iished f S TEM, l 4 Dimensional! System Design Engineers & Designers P: 281-716-2847 F: 281-946 8164 4DSystemDesign@gmaii.com Registration #: F-9522 100-40 0 0 1q- � i � 0 0 vt. rpo 0- .0 040 ODOM)0Q00C)00() A. 0000 2 00 0000, 00 Op R/ —j, LLJ, FLOOD INFORMATION *TH15 iq 'g0 PIOTR A. DFI55KI TRACT DOESN'T APPEAR TO LIE 1 LLJ < S 1030 DOMINION DR. 15 IN ZONE "X" A5 LOCATED BY f.F.M.A. 0 KATY TX, 77450 FLOOD INSURANCE RATE PANEL LLJ 5KI NO: 4804 1 C0305J DATED: 05-1 G-2012 R. P. L. 5. NO. 5902 J015 NO: T 17-G-1 7 LLJ DATE: JULY 19, 2012 DIP, 8 2-878-6760 0 N r, -�Cb P CL 0 J WOOD FENCE N 4500010011 W G0.001 100-40 0 0 1q- � i � 0 0 Notes: 0 TE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 ABDUL KARIM TAIO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * 0 0 0 0 0 0 0 0 0" 95104 0•0 4�4j 0 0 0 0 0•CE N S'�- 00 0 0 0 0 0 0 NAL Date Submitted: 06-05-2013 Drawn By: HTAI Checked By: ATAI MIVN Survey Scale: 1 11- 101 Sheet. of a IN4 C)Qc�- rpo 0- .0 040 ODOM)0Q00C)00() A. 0000 2 00 0000, 00 Op FLOOD INFORMATION *TH15 'g0 PIOTR A. DFI55KI TRACT DOESN'T APPEAR TO LIE 1 WITHIN THE 100 YEAR FLOOD PLAIN AND S 1030 DOMINION DR. 15 IN ZONE "X" A5 LOCATED BY f.F.M.A. KATY TX, 77450 FLOOD INSURANCE RATE PANEL PIOTR A. D 5KI NO: 4804 1 C0305J DATED: 05-1 G-2012 R. P. L. 5. NO. 5902 J015 NO: T 17-G-1 7 DATE: JULY 19, 2012 DIP, 8 2-878-6760 fAX 281-398-5629 Notes: 0 TE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 ABDUL KARIM TAIO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * 0 0 0 0 0 0 0 0 0" 95104 0•0 4�4j 0 0 0 0 0•CE N S'�- 00 0 0 0 0 0 0 NAL Date Submitted: 06-05-2013 Drawn By: HTAI Checked By: ATAI MIVN Survey Scale: 1 11- 101 Sheet. of a IN4 -ZV� I �I H'9Vb� 2 �9'S-�2 NO U t E Ems, NMI W� N RS 'S VA ltl �G U 7S IS sC � -iN I lluulv&�7J7 08'8-b 06'8-� — 13NI� QOOM — I UA:11] DINIiGIX:1 v i}I�1f` -Dr- Lr- SYSTE1,v 4 Dimensional System Design J Engineers & Designers P: 281-716-2847 F: 281-946-8 64 4DSystemDesign@gmail.co Registration #: F-9522 v � � 7E v v• 3 � 3 3 3 3 �L•�V z 3 3 3 3 3 3 3 3 3 3 3 3 3 Mlluul �E o -V i7l N Up 19N`dJ ;i�od•n 01�103�1� O a • • 'tj vd o ABDUL KARIM TAI �0. 95104 •� d •�v � � �` • � 'CCN S OO .'�� b Date Submitted: 06-05-2013 Drawn By: HTAI Checked By: ATAI III AOSO Site Plan Scale: 1" = 5' Sheet: of X L L V 75 L O O � v 0-b•8t� Ems, NMI W� N RS 'S VA ltl �G U 7S IS sC � -iN I lluulv&�7J7 08'8-b 06'8-� — 13NI� QOOM — I UA:11] DINIiGIX:1 v i}I�1f` -Dr- Lr- SYSTE1,v 4 Dimensional System Design J Engineers & Designers P: 281-716-2847 F: 281-946-8 64 4DSystemDesign@gmail.co Registration #: F-9522 v � � 7E v v• 3 � 3 3 3 3 �L•�V z 3 3 3 3 3 3 3 3 3 3 3 3 3 Mlluul �E o -V i7l N Up 19N`dJ ;i�od•n 01�103�1� O a • • 'tj vd o ABDUL KARIM TAI �0. 95104 •� d •�v � � �` • � 'CCN S OO .'�� b Date Submitted: 06-05-2013 Drawn By: HTAI Checked By: ATAI III AOSO Site Plan Scale: 1" = 5' Sheet: of X OCCUPANCY OCCUPANCY CLASSIFICATION Child;en's Center The Port ''y 45 DECREE BEND G RParrkd• cOjoe COMP GautensNoP�or. A3 Assembly (FF) e 949 P Ina .The :vemieA �� a"v 15 174 ?'/`�9 O dm �o Gorden^ P arden O t artmem 6 Lobby / Foyer cit rsi ti he 'A, l+Rhogy o o. O 0 A3 h . n., GardH a le 417 0 P �t Th- Apartment", Oc A3 G° Co/i 2aAi OCo/i obey � GaldEn:G Avem, College vlew e�y 300 2 00`09° •2.v" HPnnme t t Hpnmnt 110 c J Kitchen (prep only) 274 50 Pt rueN CNell'VIPty A3 SF Activity Area 1708 PROJECT m hpa'l.an, 1105 � �in4i 35 �L c `° d/i� Coll rl'- View % ,rr�, /(�� `' CAT,! 0 N 9°0 0?/ �n Z2 °6a {2 Ar""V-nt 1104 P oP-11 52 e s D 40 Q TOTAL NET o0s S, aF 3�c P 5793 ra 000 e`P TOTAL GROSS 6418 DRi Gs 'HOP YI ern Gnl Ge n. l P -' 0°' ' Chil wle Q 6 u 4•I np o�p T G i. cxiran Gnll Q con•p,ex , a � C' o° T : P d �chAte yl Tara 6�' e` 7achry .'(+ Northgele' m St Mary', G0 Engin e II �'rS, C 'P Park n hol c Center nt r 90, d Phy mal Planl Jn A mn f 17arye. Cathnl c.flr Cale J ck E 6r in W enhakcr Adm rt ,'.,Lon Sr ,. x0 o Cent.' Pa'xlrq 1 of m _ k Chei nca( Fn I1' rng - 6'oy fid..` Ehgln Rrch Ross; & hops ma 5Q •�� r R6nild nq ft Cenicr d rke. bldg CFr7Tl Towe, (GyNo ion) 7 fgrat:: Red W DO,,, c� C` R N G0 O Lab Building �Y P F, ld Lab Comml:cnry. P 6 - B ocher 9 - kYLl Urt drflr Tracfon t h Rmrrihne'k $ Ite ho tat Chl-h Ph4sm.1 - � -�a -s, Rorthgate Uf<Ez and Stolle l.nnpfo'd - di Sia h L G ,chic : Plant Gr n f 1 iz a ore 2 y� @ En ' p oy Cf;,- r S .rnces Hot, tecnoz Nig Nnrtl t_ 1 ora men P Chem1 try `Seo'a z+Hall Bldg i'—'F s `o q of S Promenad>h .Com lex �, P eel y Cenir.,l p Hrcfi rico Hoard Hall S vice ReslCenceHal Utry Fant Chemistry - S,aAee Feet Offfic of th,. S. rnces 60 Plaza 08A1 3 Hohh 4Val..r To uer Liheml Art and humam•ie:. SSalz Chzmra 0`� Residence Hall - - Parchas tg :. and Sim.n - �rD innHallsen P Beasley Yl Cn1e Eccell `o WaYon 7.tiiner Hlli ttemanal l l rary F—ie, Hall ndh chi— Pav`.on Lnhorntny 9 t<` ResiCencz Hall 2�TAES A, a„ OCCUPANCY TYPE AND LOAD OCCUPANCY CLASSIFICATION SPECIFIC USE1T 45 DECREE BEND G �3 A3 Assembly (FF) 2607 15 174 A3 Lobby / Foyer 527 0 0 A3 Bathrooms 417 0 0 A3 Storage / Mech Room 260 300 2 A3 Kitchen (prep only) 274 50 6 A3 SF Activity Area 1708 50 35 9 42 Z2 52 24 74 40 TOTAL NET 5793 ra 217 TOTAL GROSS 6418 � sur �, .�, r,��� ��, .�. ��� • •�•,�•.�r • �•� REF. IBC 2006, TABLE 1004.1.1 1 LIST SQUARE FOOTAGE IN EACH OCCUPANCY CLASSIFICATION. 8 2O LIST FLOOR AREA IN SQUARE FOOT PER OCCUPANT FROM IBC TABLE 1004.1.1 3❑ LIST ALLOWABLE OCCUPANTS PER OCCUPANT CLASSIFICATION. NOTE EXTRA COLUMNS MAY BE ADDED FOR MULTIPLE STORY BUILDINGS Zoning: NG -3 Min. Setbacks by LIDO: Oft Proposed building to have 2 -hr fire wall where it adjoins existing building. Proposed building to have automatic fire sprinkler and fire alarm throughout AREA OF BEARING FACE OF CONCRETE THRUST BLOCKS PIPE SI2E 90 DEGREE $END 45 DECREE BEND TEES,PLUGS,CAPS AND HYDRANTS INCHES SQ.f7^ SQ -FT. S fit. 3 4 65 7 9 10 13 14 25 14 18 18 9 42 Z2 52 24 74 40 BEARING (FACE PLUG OR CAP UNDISTURBED SOIL SEARING FACE' UNDISTURBED SOIL 90 DEGREE BEND TEE Typ. Thrust block detail BEARING FACE `BEARING FACE 45 OR 22-1/2 DEGREE SEND Yci rcrwwwai v tli wv'.� Typ,., ADA ramp detail �and5cape & Plantinq Notes; • Use only plants approved by City of Coll eqe Station • Irriclation to be designed, permitted and installed by licensed installer • bandscapinq soil under walkways to beCU-Structural Soil by Amereq or �ctuiv. 7 I Landscape &Planting notes 4" ,( Of x Yz FII —,k DEP; r'li q CoralECTION I -- 90 UC LINE 4" C–BOJ PVC OAST IRON PIPE FLANG I I 711-7�I1�' 1" THRUST BLOCK LII p_l �,-- C �,+ 4" FL � �) CHECK VALVE 10'a AIJIM BU 04 W i --- - A I —a A L112 1 N ff —Z-1 - W 1� �� Remote FDC 4" Drain Line Perforated 'PVC w/Geotextile Wrap L Irrigation Line {See Irrigation Plan for Size) Bu Stab. 4' PVC Perforated Underdrain Wrapped In Geotexile Fabric (FLEX—Drain or approved equal) %/—iac ROW Grate Frame w/ 'Cone. Anchor (typ) Tree Grate (Neenah #R-5713) I 3 of Hardwood Mulch i '%i t �"��� In i. 1), vrut;�?'l'w.rw=�•,yr S1oVool1 .1 4arles g^ Brick P.— Sid—lc (Soo Doted) y ;ompllarrt Nandrall ided 6" �xistinq grade 5cl ect fill \ 5" Call w/ J4 ® 12" O.C.E.W. Undisturbed Earth (typ) Irrigation Pipe (sch. 40) w/3" PVC 5leeve Undisturbed (See Plan for Sizes) Earth (typ) 15 mil Moisture Earner (as manufactured by SLogo lndualnoo �6 Layer of or approved equal) 78 Pea Grovel SECTION A—A ,vivinimum) r Varies g^ Brick Paver Sidewalk ' ® 112" O.C. s' I ( (See Detail) 5 Cono. w/ #4 0 12" O.C.E,W. Bedding •Infix ' Stab. Sub rade n 9 ~ ' Undisturbed Earth (typ) Slope. b' rain`Pip`e.. Irrigation Pipe (ech. 40) V'/i�� w/3" PVC Sleeve y4/\\jiij��i • ! (See Plan for Sizes) Undisturbed Earth (typ) 4" PVC. Perforated Underdrain r �1��v�. 15 mil Moisture Barrier Wrapped in Geotextile Fabric (as manufactured by Stego Industries (FLEX—Drain or approved equal) 6" Layer of . " Pea Gravel or approved equal) =ION B—B 5T Flush Tree Well Tree Grates: Parkway Collection Model ' R -8738-A1. by 'Neenah (Foundry Company, o;i- eCILcivalent subject to approval by the Ad.ministratoir, See picture Delo). [l` ,Z)CILlare ��,'Ith 1 " dlallleter expal�Ciabie tr",Ce opening,. Boltedliglht o ening grates (8- 1/4 x17-1/8 x5- /8") o •r use With or Without SUb-grate lighting. Tree grates and frar-nes shall be of Cast iron. ,Gray Iron casting shat] conform to A.S.T.1-41. A- 48, Class 35 or better. 4 I Tree Grate 3 I I d i rt - 4 Dimensions'' System Design I Engineers &Designer P: 281-716-2847 F: 281-94 i-8 4DSystemDesign@gmail.�or Registration #: F-9522 O O Brick Pavers and Approved Patterns: Holland Stone by Pave tone in River Red, or � d" equivalent subject to approval by the Administrator. Brick pa,' vers may be used on � co sidewalks and on streets at crosswalks or in intersections.., Bric)c� pavers in streets and sidewalks are to be placed on top of full depth concrete pavement, as specified in -the �- ! C B/C5 Unified Design Guidelines Manual.. X �� 7-13/16" x 3-7/8" x 2-3/8" (Minimum Height/Thickne ses, 2-3/$") (Fractional dimensions are :nominal) co 1 Approved brick patterns are as follows. All sidewalks on the same lock shall use the Q Q, - same brick pattern. � 1 1 i t 1 I cIL o IL00 COD) h- v TI , O C Runner Bond Q 9U. 0CHerrrngone Parquet V T Q Paver at sidewalk facing Stas ey � U) T �' e - I� I >b CCn oCSI t 6" @each end C6 04-3 _ I U) Cni C 72'• t i 114,0)� 24" i �- 15.: —� �•—.•�_ _ .. -� Notes • 36" 3D" (Min) Q �d r ',' ; q� � • ee J 35i1 • :0 0 i V o ABDUL KARIM TAI 24. 95104 ,� Bicycle rack `��ce1?eJf: �� '• � 1cEN s�� .• � Curbs A six inch (6") raised monolithic concrete curb shall be re quired around the entire perimeter of all paved areas, including all parking islands. Des, ign of the combined curb and gutter section must meet minimum standards as shown in the diagram below: Date Submitted: 06-05-201 NOTE, TYPE 'G' EXPANSION JOINTS IN CURB & GUTTER Drawn B HTAI SHALL BE SPACED AT A MAXIMUM DISTANCE OF y' 60' APART AND AT ALL RADIUS PLANTS, P. Tr' S AND P. C. 'S, TYPE 'B' CONTRACTIDN JOINTS IN CURB 8. Checked By: ATAI GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART, .24 114'R 6' 15' 3 1• l C' �� 3 114 R 5 3' �- 1 �4. Site Details 0 = #4 BARS T Sri = 3/4' X 18' SMOOTH t�4' EXPANSION DOWELS 1 Curb Scale: NTS Sheet: of X I ;3' Scale: NTS Sheet: of X Lot No. Owner 8Worth Multi -housing Fund II 9 :.. 'Worth Multi -housing Fund II ,............«.K...�..,..�n 10 'Worth Multi -housing Fund II 11 North American Islamic Trust 12k North American Islamic Trust 13s ..v.s ,. *w. ,.__��.u...... a4 a�....hkr , North American Islamic Trust 14 1 (Rivera Hector Zoning Zoning:. NG -3 Residential Northgate NG -3 Setbacks by UDO: NG-3Min: 1Oft from back of curb; Max: 20ft from back of curb ,....:.NG3 . , Proposed building to have 2 -hr fire wall where it adjoins existing building. Door to the existing building must close on activation of smoke on either side NG -3 -,NG3 ..w:.... Proposed building to have automatic fire sprinkler and fire alarm throughout NG1._H3 r1 N Fire -Flow Requirement: 1750 gpm ; Fire -Hydrants Required: 1 _ NG -3 :.. C0 N C WALL - - l - on the eage or KUvv� - -81 4 F. 46 a 00 49.67' (CALLED 49.7') ro osed New Water Meter _.--------- _.---. _-____ 4DSystemDesign@gmail.com 346.0 1:12 slope — >_ Remote FDC �(, Ramp length as needed to match the grade Registration #: F-9522 \\2 �G �'`v 34s.s5 Landscape Area 34 5 4" Flanged check-valye CP(See detail in Landscaping drawing) with 2" auto ball drip, W] - J W O LU :> rV °- u c� (S) e >7 O l.L. Ln 0� O W _' Q r W Q E -- D_ W W >� I-- U � z U O z U O U 0 ..-.. NOTES: 1. Exterior building and site lighting will meet the standards of Section 7.11 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any ` _ property line �/ 2. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is required in parking lot islands, swales and drainage areas, the arkin lot setback ri hts-of-wa and ad'acent O\ 6 risers of equal, height 4 risers of equal height to match elevation to match elevation 4" F AWWA C-900, CL 200 Stucco be extended on Cl 1"/Type K Copper pipe - 28 LF, PVC 40 LF any expose concrete over 6 1" Type.K Copper:pipe - 8 LF 6 FI Suppression Line AWWA C-90111, CL 200 PVC - 34 LF 0 i" Proposed irrigation backflow CONCRETE WALK preventer`to be installed and tested 1" Tye K Copper pipe - 34 LF 00 P 9 7 9 yI 1 property disturbed during construction 3. Based on 60 gals per capita per day total average water requirement for 217 occupants will be 13020 gallons per day 4. Total average wastewater effluent will also be 13020 gallons per day and peak flow would be 4x13020/24/60 = 36 gpm 5. The Contractor shall fix any damage to existing work, <\P �Y supposed to remain, back to original condition without any �� 49.67 (CALLED 4 cost to owner. 6. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to 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. .7 i Steelsites Series model #RB -28 (6 -foot) by Vidor Stanley Inc (TYP.) Proposed 4" Cal. Bald Cypress (typ.) Prop®sed 6 monolithic curb to match the existin g Proposed 4" Cal. Bald Cypress (typ -) it is i 4 Dimensional System Design �g Engineers & Desig" ners g g P: 281-829-8732 F: 281-946-8164 41DSystemDesign@gmail icom I Registration #: F-9;522 i r- - 1, T6, 04_i9" 41 "�_q _;_ Ed HPA Landscape & Planting Notes: 1. Use only plants approved by City of College Station 2. Irrigation to be designed, permitted and installed by licensed installer 3. Landscaping soil under walkways to beCU-Structural Soil by Amereq or Equiv. 4. Irrigation system must be protected by a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow Device, or a Double -Check Back Flow Device, and installed as per City Ordinance 2394. 5. All Back Flow devices must be installed and tested upon installation as per City Ordinance 2394. 6. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a 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. 4' HT CHAIN LINK FENCE OR ORANGE PLASTIC FENCING MAINTAINED DURING CONSTRUCTION EXISTING TREE TREE BARRICADE DIA. = TREE CAL X 12" + 12" =60" TREE BARRICADE DETAIL MARK LOCATION WITH GAL. LOT BOUNDARY) CARRIAGE BOLTS 3/8"X2" SIDEWALK CURB i 3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS. PVC SLEEVE DETAIL POINTS PER PROJECT AREA: 1. SITE AREA = 7636 SFT X 30/1000 2. S REETSCAPING POINTS =60 FTX 300 / 500 230 360 TOTAL POINTS REQUIRED 590 PLANTING LEGEND: LANDSCAPE AND STREETSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS 4" BALD CYPRESS 2 300 600 Taxodium distichum 5 GALS KNOCK -OUT ROSES 13 10 130 Rose Radrazz TOTAL 730 a �4 q �P�ED. lcgop 0 d ilrS••• � • •�ilr P 0 e••••ABDUL KARIM TAI .v ��:• ..95104... -a ,��• �ENSE9•'��` +it�B'ooaAL Date: 21 July 20 ( 4 Designed By: HIIAI Checked By: AKTAI 0 LANDSCAPING PLAN Scale: 1 " � 2' c� w Lot No. IOwner on the Boge of Kwv) - - - FDC ed check-valye auto ball drip, 18 ,,Worth Multi -housing Fund II 4 9Worth Multi -housing Fund II 346.0 ��.,.�,�...�x..,..0 10 'Worth �Multi-housing ......,�Fund �I�u1.�� 11 North American Islamic Trust x� 12 1North American Islamic Trust *{3 [North American Islamic Trust 14 €Rivera Hector - Zoning Zonin : NG -3 Residential Northgate N.G-3,.. h. Setbacks by UDO: NG _ Min:1 Oft from back of curb; Max: 20ft from back of curb � 1N:1G-3 w.»� Proposed building to have 2 -hr fire wall where it adjoins existing building. u_ Door to the existing building must close on activation of smoke on either side NG -3 N,C-:.. Proposed building to have automatic fire sprinkler and fire alarm throughout NG- NG-3 Gr Fire -Flow Requirement: 1750 gpm ; Fire -Hydrants Required: 1 _ NG -3 CONC. WALL \_' O� 49.67' (CALLED 49. %'� 1 ImIA -� Demote 4„ Flan 12 on the Boge of Kwv) - - - FDC ed check-valye auto ball drip, F: 281-946-81 4DSystemDesign@gmaii.com Registration #: F-9522 4 \�with 346.0 - 348.95Landsca 6 risers of equal ro osed New Water Meter 1:12 slope Ramp length as needed to match the grade a Area 34 5 (See detail in Landscaping drawing) height 4 risers of equal height �O Stucco to be extended on to match elevation to match elevation 4” FL AWWA C-900, CL 200 any exposed concrete over 6" 1 ".Type K Copper pipe 28 LF; ' PVC 40 LF W 6 Fire Suppression Line AWWA 1" Type,KCopper,p °ipe - 8 L C-900, CL 200 PVC - 34 LF W - L� Proposed irrigation backflow O CONCRETE WALK prev enter to be installed and'tested 1" Type K Copper pipe - 34 LFCo V J LL �-- O h/ n O W —I - I Q Z z Q U 7 LL W Q �- � UJ lLJ � I— U W Z r O U U z O U C� O OJ NOTES: 1. Exterior building and site lighting will meet the standards of Section 7.11 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any ` _ property line �/ 2. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a 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 3. Based on 60 gals per capita per day total average water requirement for 217 occupants will be 13020 gallons per day 4. Total average wastewater effluent will also be 13020 O gallons per day and peak flow would be 4x13020/24/60 = 36 gpm� 5. The Contractor shall fix any damage to existing work, IP �G supposed to remain, back to original condition without any <0 49.67 CALLS cost to owner. is 6. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to 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. as per'city Ordinance 2394 FV G�w z LU� LU ,>\Proposed hadicap striping a d sinage LU 7 ft Utility Easement 7.5'UTILITTY EA5EMENT o W ol. 133, P 182, CONC. C RB 6 0.00' � O o ramo. ee ecor s _ G0.00' U/G Electrical Feed -170' Refer Sh. E1-01 for details 09.46' QC C 45000'00"W I o G9,o4O� o Lot No. Owner 8 Worth Multi -housing Fund II 9 Worth Multi -housing Fund II 10 Worth Multi -housing Fund II 11 North American Islamic Trust 12 North American Islamic Trust 13 North American Islamic Trust 14 Rivera Hector Zoning Zoning: NG -3 Residential Northgate NG -3 Setbacks by UDO: NG -3 Min:1 Oft from back of curb; Max: 20ft from back of curb NG -3 Proposed building to have 2 -hr fire wall where it adjoins existing building. NG -3 Door to the existing building must close on activation of smoke on either side NG -3 Proposed building to have automatic fire sprinkler and fire alarm throughout NG -3 Fire. Flow Requirement:1750 gpm ; Fire -Hydrants Required:1 _ NG -3 CONC. WALL OQ 49.G7' (CALLED 49.71) LU 1"""_ I W O W — fi Ln � O >7 C� o� b6/. Ln fV O W J Z zfil Q U;77 W fly-- W LU LU U — z V U O Z U ' O _ U o -c O�Vt NOTES: 1. Exterior building and site lighting will meet the standards of Section 7.11 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any property line 2. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a 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 3. Based on 60 gals per capita per day total average water requirement for 217 occupants will be 13020 gallons per day 4. Total average wastewater effluent will also be 13020 O gallons per day and peak flow would be 4x13020/24/60 = 36 gpm 5. The Contractor shall fix any damage to existing work, <-P �G supposed to remain, back to original condition without any 49. G(CALLED cost to owner. 6. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to 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. CONCRETE WALK 0 0 - • �- •-lk as --•-:(loft1 for new fire line connectior Series model #Rl34.'- - , -M, LM ``/i/I���.III 11111 IIIIIIIIIIII IIIII •��I���� ► �®�`�_'��%���IIIIII IIIIIIIIIIII11111II�/�����.- �^��/��� _rfil. 1 � nen u�unu�u ��/I/��- d Rroposed New Water Mete Li 1: 15 slope Remote FDC HIM Ram • length as needed to match the grade 111100111 ■ (See detail in Landscaping drawing) - _1 ­ with J"auto ball drip, 6 risers of equal, height 4 risers of equal height to match elevation to match elevation 4" FL AWWA C-900, CL 200 Stucco to be extended on 4 Dimensiona System Desigl Engineers & Designei P: 281-716-2847 F: 281-94E 4DSystem Design@gmail.( Registration #: F-9522 i 7.5'UTILITTY EASEMENT 60.00' LU 109-40 N 45000'00" W 7 ft Utility Easement LU Yol. 133, Pg 182, 0 razor o. ee ecor 0 a 60.00' Itr (. U/G Electrical Feed -170' RE: Electrical for detailsG9o47' O o . *0 • o o ABDUL KARIM TAI ........................ 0 -p : 95104 ,�c�o �p ''^•. CENSE. C1� ° °V000 IoNAL Eo Ilp�00000 Date Submitted: �- Conn ct to existing sewer line, Drawn By: HTAI Ref. Standard BCS Detail S7-01 Checked By: Existing sewer line ■ � SITE PLAN 0 Scale: 1" - 8' 1 " Tvpe K copper Tubinq -11 LF Steelsites Series model #RB -28 (6 -foot) by Victor Stanley Inc (TYP.) 8"x6" D.I.TEE 6" GV &Box Proposed New 1 " Water Connection, Refer to uet. W1 -U1 on AU.4 Fire Hydrant Assembly; ' See note 3 &Det. W1 -02 on A0.4 Proposed 6" monolithic Fire Line 5 LF of 6" AWWA curb to match the existing C900, CL 200 PVC': Proposed 4° Cal. Bald Cypress (typ.) TOC.. =346.8 Remove existing street and sidewalk as needed (1 Oft x 10ft approx)for new fire line connections 8"x6" D.I. TEE & 8" Gate Valve Contractor shall cut -in TEE and GV 4 Dimensional System Design Engineers & Designer P: 281-716-2847 F: 281-94618164 4DSystemDesign@gmai1.c m Registration #: F-9522 346.7 Proposed new ide Water meter 11111 011 IS��Ei. ;A1 �� : �` %1` copper• • -8 LF Proposed sidewalk to match the existin NV � � � -a %41 L 1 "Type K copper Tubing -28 LF Proposed irrigation backflow pre.venter to be installed and tested as per City Ordinance 2394 0CN � � U N V V � V 6" G.V. & Box (isolation valve U) c0 _-, mem144" with locking lid ],ocated on the - >,�00 �� Co edge of ROW see note 1 g )� � Cl) CU 0ca 0 J .}..a Remote FDC 4" Flanged check -valve d- d - with "" auto ball drip. 2 4" AWWA C-900, CL 200 PVC 40 LF Fire Suppression Line 34 L2 of 6" AWWA C900, CL 200 PVC See Note 2 1'-619 1'-619 PROFILE VIEW CRUSHED ROCK OR _ Fire Hydrant (NTS) GRAVEL DRAIN POCKET 1'— 4" PLAN CONCRETE BLOCKING— Notes: 3'-0" MIN. AND —0" MAX FROM EDGE OF URB 1. The isolation valve shall have valve box with lockable lid, AMP or USA LL562, WIE or approved equivalent. 4 1/2" PUMPER CONNECTION 2-2 1/2" HOSE 0' TLETS 2. The Fire suppression line shall be constructed and installed in compliance with FACING R OAD Existing Finis" all applicable Cit Codes and the BCS Unified Design Guidelines Grade = 347.00 Specifications and and Details. The fire suppression line shall have 48" MIN. DEPTH OF minimum cover. �URY 2' 6" 3. 3 ft clearance shall berovided around fire hydrant. Tie with Existing Compacted or p Y WL 8x6 D.LTEE o Undisturbed ground EL= 342.1 4. The Contractor shall follow Standard Water Details and notes on Sheet A-0.4 EL= 342.00 to be verified at field 12" Fire Line 5 LF of 6" AWWA C900, CL 200 PVC Cast in place Concrete Block Gravel or crushed rock Drain Pocket, thoroughly compacted 1'-6" 1'-6" oo��v�pn ,� SSP•'•..... �qs�♦o • o �........................o v ABDUL KARIM TAI ........................ 95104 Date Submitted: Drawn By: HTAI Checked By: A M 0 0 1 � FIRE AND WAT LINES -1-N -RO\"A Scale: .._....._... -: Steelsites Series model #RB -28 (6-foot)y b Victor Stanley Inc (TYP.) Proposed 4" Cal. Bald Cypress (typ.) I III) III IIII 348.9 %1, NI, \1, q, %4, \1, -4, q, 1-1, N, NV 14, NV NV N, 14, NV 14, Perennial Grasp CST%lid �� 0 Landscape & Planting Notes: 1. Use only plants approved by City of College Station 2. Irrigation to be designed, permitted and installed by licensed installer 3. Landscaping soil under walkways to beCU-Structural Soil by Amereq or Equiv. 4. Irrigation system must be protected by a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow Device, or a Double -Check Back Flow Device, and installed as per City Ordinance 2394. se Proposed 6" monolithic curb to match the existing Proposed 4" Cal. Bald Cypress (typ.) 5. All Back Flow devices must be installed and tested upon installation as per City Ordinance 2394. 6. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a 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. os LANDSCAPING PLAN Scale: 1" = 2' NOTE: Existing structure to be demolished to allow for new construction ON - ._ 0000 •�'°....- , /��V- ( 0000 '•a' ° •p. .. - ' 1. p. ':O t p p•;. .Q .. •°'X. .. .p . r 00,00.:.: . . ° .a• .. .. • . 0000 JvAl 5TA5NfY 5TRFET 000 ODOM bOa F0 10A. 000000 Bce I 00 1..v W a. p . p V . a $ ° p 9 . ° ' ° V , ' a q. • �' p . a Z FLOOD I N FORMATION -o°; V t *TH15 TRACT DOESN'T APPEAR TO LIE •• 00 WITHIN THE 100 YEAR FLOOD PLAIN AND U (50'K.O.W.)LO 15 IN ZONE "X" A5 LOCATED BY F.E.M.A. FLOOD INSURANCE RATE PANEL _PIOTR A. DEI+KI NO: 4804 1 C0305J DATED: 05-1 G-2012 Qo i 902 JOB NO: T 17-G-17 d, � v LU •�,1 . pa '°' p 9 •, .—{_ •'° v ' •° �:p a ° •a p .•.a .«yam Ln d"d- •° ; a a o xro ro ,jam pa 0. 11IVI-LONIi. URi7 " 0117 ° r X----.---------------- CL STREET-----� --------------�---------------X WOOD FENCE w 0 ry 6) (f) Lu d- - d- 0 Q0 o 0.4 HIGH CONC. CURB ro 0,4 HIGH CONC. CUR 0 (v p ' .° .,l.J p .i °. .Q ` .. . r n. . , _ C� i b ° .''v..' '�• d.. .. , °•J� p ° .. va•. •v d' 9 p. :. ,o °. 14 0 ° _ p o v . . p. ° .. .-rz _ NOTE: Existing structure to be demolished to allow for new construction ON - ._ 0000 •�'°....- , /��V- ( 0000 '•a' ° •p. .. - ' 1. p. ':O t p p•;. .Q .. •°'X. .. .p . r 00,00.:.: . . ° .a• .. .. • . 0000 JvAl 000 ODOM bOa F0 10A. 000000 Bce I 1..v W a. p . p V . a $ ° p 9 . ° ' ° V , ' a q. • �' p . a Z FLOOD I N FORMATION -o°; V t *TH15 TRACT DOESN'T APPEAR TO LIE •• '° v °. v WITHIN THE 100 YEAR FLOOD PLAIN AND U 1' 1 LrJ 15 IN ZONE "X" A5 LOCATED BY F.E.M.A. FLOOD INSURANCE RATE PANEL _PIOTR A. DEI+KI NO: 4804 1 C0305J DATED: 05-1 G-2012 R.P.L,5. N0. i 902 JOB NO: T 17-G-17 d, � v LU •�,1 . pa '°' p 9 •, .—{_ •'° v ' •° �:p a ° •a p .•.a .«yam DATE: JULY 19, 2012 •° ; a a o • ° , ' ° .. ' ra'g'°' 'a 4 ' j� /'� p+ a: ,jam pa 0. 11IVI-LONIi. URi7 " 0117 ° r DIP, 832-878-G7G0 FAX 281-398-5629 WOOD FENCE 7IRV f N 45°00'00" W 60.00' (f) Lu 0 o 109.46' p Ln OR/ U0 zz LL0 i 4 Dimensional System Design Engineers & Designers P: 281-716-2847 F: 281-946-81 4DSystemDesign@gmail.corr Registration #: F-9522 Notes: o / o 0 0 o G' 0 0 0 0 0 0 0 0 0 00 0 00 0 00 0 0 0. 0 0 06 o ABDUL KARIM TAI' �O. /V :�•95104 0 • 0 0 • C EN J,Gy � n ON A L��� ��OOOoo 1 Date Submitted: 06-05-2013 Drawn By: HTAI Checked By: ATAI Survey Scale: 111-101 Sheet: of XIki, i F'"' JvAl 000 ODOM bOa F0 10A. 000000 Bce I 00. a FLOOD I N FORMATION -o°; 1 (�} *TH15 TRACT DOESN'T APPEAR TO LIE PIOTR A.. DE135KI WITHIN THE 100 YEAR FLOOD PLAIN AND U 1030 DOMINION DR. KATY TX, 77450 15 IN ZONE "X" A5 LOCATED BY F.E.M.A. FLOOD INSURANCE RATE PANEL _PIOTR A. DEI+KI NO: 4804 1 C0305J DATED: 05-1 G-2012 R.P.L,5. N0. i 902 JOB NO: T 17-G-17 DATE: JULY 19, 2012 DIP, 832-878-G7G0 FAX 281-398-5629 i 4 Dimensional System Design Engineers & Designers P: 281-716-2847 F: 281-946-81 4DSystemDesign@gmail.corr Registration #: F-9522 Notes: o / o 0 0 o G' 0 0 0 0 0 0 0 0 0 00 0 00 0 00 0 0 0. 0 0 06 o ABDUL KARIM TAI' �O. /V :�•95104 0 • 0 0 • C EN J,Gy � n ON A L��� ��OOOoo 1 Date Submitted: 06-05-2013 Drawn By: HTAI Checked By: ATAI Survey Scale: 111-101 Sheet: of XIki, i OCCUPANCY TYPE AND LOAn O` r Hensel Park Y Henze[ Childi center The Ap'trtn ert, TEES ,PLUGS,GAPS SIZE Redbud c°q C0// Garai n.N Bi.:nRX I ��s, PraOr . AND HYDRANTS INCHES Park 14. 1119 ` 'p The Tae Ar -,-A c�� Lobby / Foyer ys `� Garn.nsP ' HPaoinient6 y. .4 . 10/ :a �r Rl0 NGarr!ens0 Si Tae8':Aihq o 9 3' .y J9 #A GaodensH 4` 12 o 'S, °0'p University SIF Activity Area - y.. P.. The APartmen s OY 23 16 _'p/ `OY pCo� - GeG GardensG AvenueK CMlepe viev, 2Yy� Oma p° e$ GQP P9e �G Apartmant 3 xt artment 110. C� 29R �JJSJ 9 9 D Call Il VIP.e J e°JJS/ 36 24 PROJECT `P APnrtmrm 1 `` °` "Pmt "°' 2'';3 52 ' g An -T10 '� C/+t °' Oa o J09 sib F`IO� - �rnrt:nent 604 v c Py `� �i5 y S, c°� ±ts b� a y5` o S Go o� v @ P Vol a :.IH -'.)P . tI��0� TI nerpiort nnlo9iea �a h, '- o P y Qa ,GG ' Chipntle ° G rel G 1. ex ran Gri11 Q - rn �. °'. Ga P Corr x P p- � a``� G�chAoe tlTacoBc 41.7 � ch Norihgale �n d°n t 1 nryn 4 Enq ne ng Jjs/ `moo a Park C� hcl Center Cera er P °i C ,P a Pfryconal Plsnl 11 thole Cafe JeekE Bron ry ,Por W rat Aker Adan o.mat.on 1Py , P'P Boy m 9e. Center Patxinn Lnt _ OY Che n1cN rl not ra p R Shrpr. mJ yQ fid. ,�. Enyneer�fl ewd nn R .arch C_n:er Ross. { u dl ake Bid,) Fred YV. I}oll.xo (y ,Gc (Cyr,IMronl CEITTIT; v r J & Let, 51 1 P P Commissary P/�O G 11 s �"• self t.nb R4F1 Ut1 j PIOCYPr Bld(l ?"""d, _ -on P 7j / Tred. rat ,Por n 11 r meek h!e ho! tChu ch Ph ical 9s PQ... Jj S c horthTni. Ut sand t 1 e pfood arnuck� Gr t h e Lan PL=.nt Ground �' /. �4 �, S°y Coff e'- En rrY S r .es Ardrteenne t nnap.,m n P C1 try Rtn sten.—o . ye Pj, hnnl pat Sates Hall - Bldp Cnn:plex Transit - �' S Promenade J - Hotard Hall - i eeley Cen,r t Arch -0a6 Services R-1 Reu.n..e HN) ;UV.Ty Plan' Ch.miMry Statue a6`J - Water Tower Plan - Ilheral Art; OAtA Offl-ofih :Semmes Hobb Q• Y I 1 HInt19n les State Chemist P rchar9 : Reside— Hall ThP en hll s P and Stoe. tl Cafe oCn Hill hlemt I tit r -- Fccell Yslio Beney t'ner Hall Residence Hall FmieHaandAmhuaPav-Ori TAES lanomto,y -Yp A OCCUPANCY TYPE AND LOAn PiPE SPECIFIC USE 45 DEGREE TEES ,PLUGS,GAPS SIZE 13 Assembly (FF) AND HYDRANTS INCHES SQ.r7. S .FT. Lobby / Foyer Storage / Mech Room 9 10 10 Kitchen (prep only 12 18 10 SIF Activity Area 332 23 16 18 18 42 Z2 29R 28 36 24 74 D 52 REF. IBC 2006, TABLE 1004.1.1 1Q LIST SQUARE FOOTAGE IN EACH OCCUPANCY CLASSIFICATION. 2@ LIST FLOOR AREA IN SQUARE FOOT PER OCCUPANT FROM IBC TABLE 1004.1.1 3Q LIST ALLOWABLE OCCUPANTS PER OCCUPANT CLASSIFICATION. NOTE EXTRA COLUMNS MAY BE ADDED FOR MULTIPLE STORY BUILDINGS Zonis : NG-3 v--) 4�-« (tiOT l NCv.A t' N- PCi g�c Min. Setbacks by UDO: Proposed building to have 2 -hr fire wall where it adjoins existing building. C' �_C-\�A\\ON -/\ '(-v\) perpenaicuiar v grrxwes 8 � Typ. ADA ramp detail ( andscape & plantinq NotC5 • use only plants approved by City of Coll eqe Station • Irrigation to be designed, permitted and installed by licensed installer • �andscapinq soil under walkways to beCU-5tructural Soil by Amerect or � au iv, Proposed building to have automatic fire sprinkler and fire alarm throughout 7 Landscape & Planting notes AREA OF. BEARING_FA, ___,_ 4F BF�fi{I�f�G FACE OF CONCRETE THRUST BLOCKS PiPE 90 DEGREE 45 DEGREE TEES ,PLUGS,GAPS SIZE 13 SEND AND HYDRANTS INCHES SQ.r7. S .FT. S t. 9 10 10 7 12 18 10 13 332 23 16 18 18 42 Z2 29R 28 36 24 74 D 52 BEARING FACE ■�s i� t PLUG OR CAP UNDISTURBED SOIL 11titi�r SWING ;FACE' �',_® IUND:STURBED SOIL 90 DEGREE BENZ) TEE Typ. Thrust block detail BEARING FACE `BEARING FACE 45 4R 22-1/2 DEGREE SEND no 4 , IIEP0119,11F COMIECTION TO UG' LINE - 4" C-900 PVC CIT IRON PIKE FLANGd N- , E l! ` , i .1"—THRUST BLOCK 10 F01310 CH. ECK, I1A'4'>E 10!, N% BALL OW Remote FDC 4" Drain Line Perforated PVC- w/Ceotextile Wrap Irrigation Line {See Irrigation !Plan for Siza)-' Vnrir c 3) ;ampliant Handrail iced 6" �xlstlnq grade select fill Row V Minimum 6" Varles 61 Grate Frame w/ Cono. Anchor (typ) Tree Grate Brick P.— sld. k (Neenah #R-5713) �r3 of Hardwood MMulch J / � �f, r, ,rte<�•.. 5" Conc. w/ J4 0 12" O.C.E.W. Stab. Subgrade f Undisturbed- -'' Earth (typ) Irrigation Pipe (sch. 40) WJ3" PVC Sleeve (See Plan for Sizes) Undisturbed Earth (typ) 4' PVC Perforated Underdrain ` c� .f 15 mil Moisture Farrier Wrapped In Geotexile Fabric (as manufactured by Stego induatriao (FLEX -Drain or approved equal) 6" Layer of or approved equal) " Pea Gravel SECTION A—A 5' Minimum) Varies g^ Brick Paver Sidewalk 18" #4 Bars 9` ( (See Lletail) 0 12" O,C. I „ ` < • 5Conc. w/ Beddrn'` tifix. ; #4 0 12" O.C.E.W. 9 Stab. Subgrade g' Undisturbed Earth (typ) 'slope.toatrairi•Pipa . '.-v Irrigation Pipe (aeh. 40) \� w/3" PVC Sleeve y�i�/,;i, ' (See Plan for Sizes) Undisturbed Earth (typ) 4" PVC Perforated Underdrain `fc ;{f 15 mil Moisture Barrier Wrapped in Geotextile Fabric (as manufactured by Stego Industries (FLEX -Drain or approved equal). 6" Layer of or approved equal) " Pea Gravel SECTION B -B 5 Flush Tree Well I Tree Grates: Parkway Collection Model .' R -8738 -Al by .Neenah'Foundry Company, or equivalent subject to approval by the Adi-nini.st,rator. See piCtUre below. gr, 11 s-clLrare �ruitl� Irt" dianl etea- expanclable tr-'ee openong.. Bolted light opening grates (8- 1/4"x.17-1/8"x5-3/8") f31/4"x.17-1/S"x;5-;3/ ") for use with or WithoLlt 51_16-g -ate lighting,. Tree grates and fral-nes shall be of cast iron. (array Iron 'castings shall conform to A.S.T.N1^ A- 48, Class 35 or better. 4 I Tree Grate 4 Dimensional' System Design Engineers & Designers P: 281-716-2847 F: 281-946- 1 i 4DSystemDesign@gmail.com Registration # : F-9522 O Q Brick Pavers and Approved Patterns: Holland Stone by Pavestone in River Red, orCO equivalent subject to approval by the Administrator. Bricka ve s may be used on co sidewalks and on streets at crossWalks or in intersections. Brick avers In streets and sidewalks are to be placed on t6p of -full depth concrete pavement, as specified in the B/CS Unified Design Guidelines Manual. ~ C O 1 _- v; 7-13/16" x 3-7/8" x 2-3/8" (Minimum Height,/Thickness s: 2-.3/8"') m (Fractional dimensions are nominal) �. Approved brick patterns are as follows. All sidewalks on the same bIc ck shall use theO Q O =— same brick pattern. 4.J CIO �^ i HI v , - Cn � 0 O Co m N J1 L__11=El I—' U CD 1 (� O1_ -J - ( T CON - �_ N •• Q Q � IC\ Runner Bond 90' Herringbone orgvet U U QLL U IC\ .. Q t sidewalk facia Stasnle � C0 �c� 3 Paver a s g , y m I� CIC l,� 6" 0 each end I �— — Cn -� Co O C3' 4.3 J _ _ U) 10. 1 1, 72° 'n 24° 24" ►1 / t, 36" —►� 15' 130"(min) 15' 36' Notes. 35'° • • • • • • • . • • • • • • • • • • • • • • • • • G o ABDUL KARIM TAI 0 24' 1 � o � •95104 Y ••• 2 Bicycle rack CEN s�. • tiz NALb Curbs A six inch (6") raised monolithic concrete curb shall be rec uired around the entire perimeter of all paved areas, including all parking islands. Des gn of the combined curb and gutter section must meet minimum standards as shown in the diagram below: Date Submitted: 06-05-20131 NOTE, TYPE '13' EXPANSION JOINTS IN CURB & GUTTER Drawn By: HTAI SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P. T, 'S AND R C, ' S, TYPE 'B' CONTRACTIDN JOINTS IN CURB & Checked By: ATA) GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART, -24 114' R 6' 15' 3 1 �lbf� Site Details I- I ►� 0, 6, ,§ Pro 3' 3 3 2 Q=#4 BARS ► Scale: NTS 0 =3/41 X 18' SMODTH 3' EXPANSIDN 10'WELS 1 Curb Sheet: of X 19'9vbB i.' o 3 N 7S W. :• 2 o -rN UA:�I] N i cn / i G N UGI � 3110 Me. " W`� In � -IS D \ a D D v� \ v b Q a 4 n 75 t5 D 41 D p \' 75 00'8-2 D � p a V 4 4 3 4 4 N O N i 4 4 4 4 V 4 M) 3 j 4r.� 4 4Z 4 4 4 �4 y �1 < -3v� CD 07; + p v U -> 4 -1, 3 4 X ->I- J7 - 5 O ii 4 4� } �� 4 D� a 0l'Lb8 4 3 3 ';� a a 4 a. 3 4 4 D > 3 4 4 4 4 4 .. 1 4 4 4 Q . v . v Q D D a � a ' v v �F� ' S v D Q v C-) 41 I SYSTEI%?i I /V\ 11UU14 Dimensional IDN;J-� QOOM 1 System Design Engineers & Designers 2 P• 1-716-2847 F: 281-946- 1 i . 8 y m 4DS stemDesiig n@g mail.co — C� Registration #: F-9522 V 0 0000 00 I� C O • j Xtl' \ O V 0CO Q ■_ 1010, � ■ � � �� U) =3 U W ^, W W �♦ I— U a� W ^ N_ .. (N U v }; O 4-j 1 m C/)oo ,� ia C: -�—+ m CU 0 6 S U -75 U) a e� z 0 LO O Notes: LU � � • • � to o ° ABDUL KARIM TAI 95104 d'' o IGEN S OO • • �, O ;i�ocj-n S ppoo© '4 Date Submitted: 06-05-2013 Drawn By: HTAI Checked By: ATAI I 'n V' Site Plan �y-0 -, Scale. 1 - 5 Sheet. of X', YWICLWA mar � -• sh�� w 0 V _'S 0 —IN � �r Q � X19 I o 3 N 7S W. :• 2 o -rN UA:�I] N i cn / i G N UGI � 3110 Me. " W`� In � -IS D \ a D D v� \ v b Q a 4 n 75 t5 D 41 D p \' 75 00'8-2 D � p a V 4 4 3 4 4 N O N i 4 4 4 4 V 4 M) 3 j 4r.� 4 4Z 4 4 4 �4 y �1 < -3v� CD 07; + p v U -> 4 -1, 3 4 X ->I- J7 - 5 O ii 4 4� } �� 4 D� a 0l'Lb8 4 3 3 ';� a a 4 a. 3 4 4 D > 3 4 4 4 4 4 .. 1 4 4 4 Q . v . v Q D D a � a ' v v �F� ' S v D Q v C-) 41 I SYSTEI%?i I /V\ 11UU14 Dimensional IDN;J-� QOOM 1 System Design Engineers & Designers 2 P• 1-716-2847 F: 281-946- 1 i . 8 y m 4DS stemDesiig n@g mail.co — C� Registration #: F-9522 V 0 0000 00 I� C O • j Xtl' \ O V 0CO Q ■_ 1010, � ■ � � �� U) =3 U W ^, W W �♦ I— U a� W ^ N_ .. (N U v }; O 4-j 1 m C/)oo ,� ia C: -�—+ m CU 0 6 S U -75 U) a e� z 0 LO O Notes: LU � � • • � to o ° ABDUL KARIM TAI 95104 d'' o IGEN S OO • • �, O ;i�ocj-n S ppoo© '4 Date Submitted: 06-05-2013 Drawn By: HTAI Checked By: ATAI I 'n V' Site Plan �y-0 -, Scale. 1 - 5 Sheet. of X', YWICLWA mar � -• sh�� w