The URL can be used to link to this page

Home My WebLink AboutDrawingss -r GENERAL NOTES LANDSCAPE CONTRACTOR TO RECEIVE SITE AT APPROXIMATELY 1.5" BELOW FINAL GRADE. ALL ROCKS, TRASH, AND DEBRIS TO BE REMOVED PRIOR TO FINE GRADING. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WITHOUT STANDING WATER. DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STORM SEWER INLETS. FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF %2" BELOW ADJACENT PAVEMENT. TOP OF ROOTBALL TO SIT - SLIGHTLY ABOVE FINISHED LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ANY EXISTING GRADE, PLACE ROOTBALL ON IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. SUBGRADE 3" HT. WATER RETENTION — ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITION BASIN OR BETTER. LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE ORDINANCES AND CITY CODES. 2" LAYER OF HARDWOOD BARK MULCH LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF ALL UTILITIES PRIOR TO CONSTRUCTION. EXTREME CARE SHOULD BE TAKEN IN EXCAVATING AND WORKING NEAR UTILITIES. THE CONTRACTOR WILL BE 1" LAYER OF COMPOST RESPONSIBLE FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE OF OWNERS PROPERTY OR UTILITES. HAND DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. BACKFILL WITH NATIVE SOIL, - SUBSTITUTING WITH TOPSOIL ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CONDITIONS (TOOLS, IF NEEDED. OPEN HOLES, ETC.) ON A DAILY BASIS. - UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, THE CONTRACTOR WILL THOROUGHLY CLEAN UP THE PROJECT SIRE OF ALL TRASH, CONSTRUCTION DEBRIS, LITTER, ETC. AND REPAIR DAMAGE TO FINISHED GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. 0 0 SECURE TREE TO STAKES WITH o HOSE AND WIRE AT LOWEST a CROTCH OF LOWEST BRANCH 0 tiP 12 GA. GALV. WIRE WITH BLACK 1 RUBBER HOSE TO PROTECT TREE 3 - 6' (MIN.) LONG DARK GREEN "T" POSTS. INSTALL STAKES X I MIN. V INTO UNDISTURBED = 325 `SUBGRADE. (, { x DIG HOLE 1.5 - 2 TIMES WIDER I i THAN THE ROOTBALL WITH SLOPED SIDES. _i -FINISHED GRADE = S I -I l I I1=I- -I I I -I I f-1 I I-- I I I -I 11=1 1-! 1 i --=UNDISTURBED SUBGRADE 11-111=1 11=1 1. El I I—I 11; E I � -II1=1I1=1II ..........I1 ►-1-i ►-LII-;1I I 1=i I I t TREE PLANTING DETAIL NOT TO SCALE _ LANDSCAPE NOTES- 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE) OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT SPACING PER PLAN SETBACKS, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED BY CONSTRUCTION. IF NOT INDICATED ON THIS PLAN USE HYDROMULCH SEEDING ON ALL DISTURBED AREAS. e e 0 O oA IRRIGATION NOTES - AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF ALL PLANTING BEDS AND LAWN AREAS SHALL BE INSTALLED BY A LICENSED IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. IRRIGATION SYSTEM TO BE PROTECTED WITH A DOUBLE CHECK BACK FLOW DEVICE AND INSTALLED PER CITY OF COLLEGE STATION CODE, ORDINANCE 2394. THE BACKFLOW DEVICE MUST BE TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 71 I 26' I I FIRE HYDRANT R.O.vV, i BY 01'HERS I DED11(>T1 N I I I I � I I I I ----- 1-----:-------------� i I TILL EXISTING SOIL TO A DEPTH OF 6", AND c� ADD A 4" DEPTH LAYER OF PLANTING BED __...._..__ _ MIX. PLANTING BED MIX TO BE A 1:1 r COMBINATION OF FULLY COMPOSTED ORGANIC MA"'TER'WITH 'TOPSOIL. r TOP OF ROOTBALL TO BE .,S LIGHTLY HIGHER THAN I I e FINISHED GRADE ` COVER BED WITH 2" LAYER OF Laker' HARDWOOD BARK MULCH PLANTING BED SHOULD BE CROWNED AT THE CENTER 7 01 AK1-rIAIn Mcn nr--rn 11 i fa `t V� t CX u.. 0 20 40 60 Scale: 1"=20'-O" r1 \ to _ . ■ d w w �A 10.F. 3-12'x D[UMPS' - IAD~ � _► .Army iviap (396750) X 300 PTS = 2376 PTS (396725) = 16 CANOPY STREET TREES REQUIRED HOLLEMAN ROAD STREETSCAPE: (113750) X 300 PTS = 678 PTS (113732) = 4 CANOPY STREET TREES REQUIRED POINTS PER PROJECT AREA: 4.08 Acres = 177,724.8 SQ FT OF SITE AREA 177,724.8 11000 = 177.72 178 x 30 = 5,340 PTS TOTAL POINTS = 8394 PTS 10%o POINT CREDIT FOR PLANS SEALED BY A LANDSCAPE ARCHITECT (-839 P1 TOTAL POINTS REQUIRED: 7,555 TOTAL POINTS PROVIDED: 7,830 PLANT SYMBOL KEY AND LANDSCAPE POINT DISTRIBUTION eridge -ATIONS Texas Landscape Creations SYMBOL SIZE COMMON NAME QTY POINTS TOTAL BOTANICAL NAME EACH POINTS CANOPY TREES 2.1 "-3.4" cal. LACE BARK ELM 16 150 2400 30 gal. container min. ULMUS PARVIFOLIA HARVEY MITCHELL PARKWAY (FM 2818) STREET TREE LO 2.1"-3.4" cal. LIVE OAK 4 150 600 30 gal. container rein. QUERCUS VIRGINIANA HOLLEMAN DRIVE STREET TREE LE 2.1"-3.4" cal. LACE BARK ELM 10 150 1500 30 gal. container min. ULMUS PARVIFOLIA LO 2.1 "-3.4" cal. LIVE OAK 0 11 150 1650 30 gal. container min. QUERCUS VIRGINIANA SHRUBS 5 GAL SEA GREEN JUNIPER. 138 10 1380 3' spacing JUNIPERUS CHINENSIS 'SEA GREEN' 3 GAL INDIAN HAWTHORN 305 3' spacing RHAPHIOLEPIS INDICA © 3 GAL KNOCK OUT ROSE 64 ROSA 'RADRAZZ' �I TOTAL POINTS PROVIDED: 7,830 LAWN All areas not planting bed or pavement and all disturbed areas on adjacent property to be solid sod bermuda grass 11-4-13 per CS LAN DS8 PLAN.::] L 1 t �� \ x_d X— 1 Ile x—x / x , t LULO =a (1 ivlq ttk — Y ;/ o M l O r f • DUIAPST 4.. J \ G•j ,, w ix—x—x--x1 ` x_x—x amen �. f....1 .;.raYXrx::row a•Xrr t cxowtm.Xx::sw:u. ...•<. as.. r. x •""" i f ' •' '� -. \e,` "•r••••••••••• •�� \ �( \ � XXIN«IA'll< fXlGft« C.NICY.Xit tM 'X< - >[ \\, .. {� ... r2 �. k.� p ¢y C c ' •e� =C . x_x_x— x-� :-z_x-x_>;—r—x—> x.xxe••x x •x—x—x—° aY wX«e <n« • nraa<X:rawarroe:eoi«nX«n a.,c;q>n«xw«w:««nXoe»�«ae«x«f»v ,, F { — n ..•y .. •T '? -.uY 2 P/� DS . , , ,- x x——x—x_x_x_ _x ic_x—x—x—x x x—z—�-x�x _ 1 {`, g x x x 1 : 1 � �'t,.i 9 >.F'• - . I � , .. �M x x x 2 x 1 i Y i ` i 1 x / x 1 i x d x x \ O x 3 d I L a .N E� 0.` 0--, ......._.....IS 2t: — x—x • 1 ' LO r "i SEWE qq r If 1 f R •g `\: 1 a� ': >tl • P. DR IVAT .,ten. .. ' •.. .. • . ; RVICC L'At � s. �.LE ••Revision �...... - ".........•...... ' ' . • '' is 1 E DLANT SYMBOL KEY LACE BARK ELM (STREET TREE) LACE BARK ELM LO LIVE OAK (STREET TREE) LIVE OAK OO SEA GREEN JUNIPER JUNIPERUS CHINENSIS 'SEA GREEN' INDIAN HAWTHORN RHAPHIOLEPIS INDICA KNOCK OUT ROSE ROSA'RADRAZZ' LAWN All areas not planting bed or pavement and all disturbed areas on adjacent property to be solid sod bermuda grass -f--2 2- 22,"pPVd X'S % rim FIRE LANE FIRE LANE -M FIRE LA qF 8 - LINE L,--,lj -1>11 4 u I r,4 i V I -D G o N,, EX " STORM", H DRAIN ASE -X-X- -X7 X 0) FC� R M E . . .is ..... . WATER METER DG K mi 5 1 1 2 To AT ER EXI� W* E tERVICE cx; E,��, ST' D- — — --- — — — — — — tl 8 it - \2-- BLINE ,PH*ASE LANDSCAPE PLAN 0 20 40 60 Scale: 1 "=20'-0" Texas Landc. Creation : 12915State H .". M —#4 tsars u io U.G. TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM KITC . 27 9C UNIT BUILDING 3 STORY 28' 10" 4188 * 3 = 12564 SQ.FT.J specifications set out he em. Testingshall be provided b a certified laboratory,at 28 10C UNIT BUILDING 3 STORY 28 10" 4945 * 3 = 14835 SQ.FT. / ; R3 R3 �� z F.� the Owner's expense, to verify these standards. Any retesting due to substandard 30 12A UNIT BUILDING 3 STORY 28 10 6017 3 = 18051 SQ.FT. P \ „ .. �'. 9 `' 4 FIRE work shall be at the ex ense of the Contractor. Structure 31 12Z UNIT BUILDING 3 STORY 28' 10" 60 * _ / fir' `� - \? 1 'ZF r '�' ' I areas shall include all 17 3 18051 SQ.FT. / /.5 P.U:E•. .�� / ti'Pv, LINE sidewal s all exte d ' ��k and shall 5 beyond the curb lines of all streets, alleys and. parking ,F :,X FIRE , : � � � , FIRE areas. . 1 U_ I J 1X2 CEDAR NAILER ON FRONT SIDE z Wco 7 M1 0 2X4 TREATED bo , LANDSCAPE POST TREATED 2X4 TREATED OE _ _ OE CEDAR FENCE PLANKS 2X4 TREATED N ; 14' , DUMPSTER FENCE ELE ATION NTS LEGEND ------------ SCALE 7 „=30' - i r.: Ir FIRE DEPARTMENT CONNECTION T.979.2601'6963 ' WATER METER a WATER VALVE 9m FIRE HYDRANT —.— SANITARY SEWER CLEANOUT �) SANITARY SE=WER MANHOLE www.mitchellandmorqan.com STORM DRAIN CURB INLET bidding, or permit purposes. Prepared by: RAMP WITH ADA PAVERS Ell TRANSFORMf R PAD Pa ELECTRICAL PULL BOX sc ELECTRICAL SWITCH GEAR ------------ SCALE 7 „=30' - i r.: Ir T.979.2601'6963 ' F.979.2601%64 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION,''' TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING 'HYDRAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorqan.com For Interim Review Only These documents'', are not intended for construction, bidding, or permit purposes. Prepared by: Veronica J.B. Morgan, P.E. No. 77689 SEPTEMBER 2014 Designed by: VJBM Drawn By: JUJ Checked By: VJBM I z 0 o H LL_ U n Q p g U 0 Cl) a� 3 N M I M rn C M za E I °• ri u I II N .y. � O I N III O �• m 1 y � I I O LJ � 8 O �a S\ J `V 00 N ' 1 v / W w �J v II �► Pt � � lO W li ii i O 1' ii II LVi i, tsLVc�n i, �ncrsiuuc �uc3uivi�iviv 11 AV A � 0!90A P.O. eox 10g2s COLLEGE STATION, TEX (979) 739-9944 ni OX/FR01 I I DYOIIT PI AN �Plar�i� n F!e Co REVIEWED FOR COMPLIANCE OCT 0 3 2014 COLLEGE SiATI ENGIIVEERING ` ` ` PROJECT BENCHMARK: SQUARE CVT ON TOP OF CURB ON SOUTH SIDE OF HOLLEWAN DRIVE APPROX. 200NORTH OF INTERSECTION WITH RW 2818. X= 3553401.31. Y= 1O1QQg3G.1Q' Bev= ' 322.23 Phase 1 A PERIPHERAL PARKING SPACES: 145 P.S. INTERIOR PARKING SPACES: 765 P.S. O - Q units f 2x2b f 2x1 = O bedrooms Type 3 /b48dnn: 48'bdnn U - 8 units + 2x2b f 2x1b\ = O bedrooms required parking: 48 p.s. ' 1 - 7A units (5x4b f 2x3b) = 26 bedrooms Type ! ec 2 uonn: u bdnn 0 - 7C undo (7v4b) = O bedrooms required parking: 7F undo = O bedrooms * J = 13038 SQ.F[ bedroomsquiredParking Re Provided Phase 1A: 150 p.s. 13 units / 48 bedrooms ` Cumulative Required Po ` = 13038 SQ.F[ O - U - u GA units (4x4b 6B units (6x3b). +* units f 2x3b) = O bedrooms = O bedrooms ' Cumulative Parking Provided: 150�s. ` Phase _l�� | i JE 7D UNIT BUILDING = ` O- S units (5x4 -b f 2x2b +2x1 U =U bedrooms 3 8 4 Bdnn� 52 bdnn O 8 units (4x4b f 2x2b f 2x1b) O bed 'l�po requiredparking: ~. / ""d"wxs 7F UN�BU|LD|N� = ' ` 7828 �QF[ 0 - 7C units (7x4) = 0 bedrooms required parking: 0 p. s. 0 - 6 units (4x4b + 2x3b) 0 - bedrooms Required Parking Phase 113: 52 p.s. Parking Provided Phase 1B: 0 P.S. 14 units 52 bedrooms Cumulative Required Parking: 100 12.s. Cumulative Parking Provided: 150 p.s. .Phase 1C xit ' | ' V-1 3813 1 - 7C units (7x4b) = 28 bedrooms required parking: 9 p.s. - 6 units (4x4b + 2x3b) 0 bedrooms Required Parking Phase 1C: 53 las. -0 15 units 50 bedrooms Parking Provided Phase 1C: ' 59 p.s. Cumulative Required Parking: 153 12.;. Cumulative Parking Provided: 209 p.s. Phase 2A ^ / 1 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms required parking: 92 p.s. 0 - 7C units (7x4b) = 0 bedrooms 2 required parking: 18 p.s. 2 - 7D units (7x4b) = 56 bedrooms Required Parking Phase 2A: 110 p.s. -0 - 6 units (4x4b + 2x3b) 0 bedrooms Parking Provided Phase 2A: 73 12.s. Cumulative Required Parking: 263 p.s. 31 units 104 bedrooms Cumulative Parking Provided: 282 12.s. 188 UNIT BUILDING = 4298 * 3 = 12894 S0.F[ 153AP� �` ' �� (11092/100)-!-.... 16E UNIT BUILDING 4540 * 3 =13G2O SO.F[ �� ' ' vc 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms Required Parking Phase 2B: 111 12.s. Parking Provided Phase 213: 112 p.s. 0 7A units (5x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 374 p.s. 0 -,7C units (7x4b) = 0 bedrooms Cumulative Parking Provided: 394 p.s. 3975 11925SO.F[ `-BLOCK 1 ' " 39 units / 93 bedrooms 8U.F[ SEWERAGE EWERAQE 1600 Phase 1 C—R SUBDIVISION | ZONING: . I 1 )CURRENT /9 B units (2x4b + 5x2b +, 2x1b) = 0 bedrooms required parking: 0 p.s. units (4x4b + 2x2b + 2x1b) = 0 bedrooms Required Parking Phase 1C: 0 p.s. - 7A units (5x4b + 2x3b) = 0 bedrooms Parking Provided Phase 1C: 19 p.s. Cumulative Required Parking: 374 p.s. 0 - 7C units (7x4b) = 0 bedrooms Cumulative Parking Provided: 413 p.s. Phase 3 required parking: 57 p.s. 0 - 9A units (5x4b + 2x2b + 2x1b) = 0 bedrooms Required Parking Phase 3: 296 p.s. 11 - 9C units (3x4b + 4x3b + 2x1b) = 26 bedrooms Cumulative Required Parking: 670 p.s. 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms Cumulative Parking Provided: 706 P.s. PRR UPTR ECOUE r HAM,fEy MITCHELL m -Po ��= � \� ' ' ' ITY nn u�, ' uuCOLLEGE STATION � TEMPORARY DUMST[R FOR ASE 3 map ` ` \ ` ` ` ` / ` \ w� -- v-� FIRE DEPARTMENT CONNEC71ON INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 145 P.S. INTERIOR PARKING SPACES: 765 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 06 SANITARY SEWER MANHOLE EXTRA INTERIOR END ISLAND REQUIRED: 9,180 SQ.FT. TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 16. 90 SQ,FT. STORM DRAIN CURB INLET PRR UPTR ECOUE r HAM,fEy MITCHELL m -Po ��= � \� ' ' ' ITY nn u�, ' uuCOLLEGE STATION � TEMPORARY DUMST[R FOR ASE 3 map ` ` \ ` ` ` ` / ` \ w� -- v-� FIRE DEPARTMENT CONNEC71ON * 3 WATER METER WATER VALVE FIRE HYDRANT SANITARY SEWER CLEANOUT 06 SANITARY SEWER MANHOLE = 12564 S0'F[ STORM DRAIN CURB INLET RAmP WITH ADA PAVERS OT TRANSFORMER PAD 7E units ELECTRICAL PULL BOX bedrooms ELECTRICAL SWITCH GEAR PRR UPTR ECOUE r HAM,fEy MITCHELL m -Po ��= � \� ' ' ' ITY nn u�, ' uuCOLLEGE STATION � TEMPORARY DUMST[R FOR ASE 3 map ` ` \ ` ` ` ` / ` \ w� -- v-� 3771 * 3 = 11313 SQ.FT. GC QC UNIT BUILDING = 4188 * 3 = 12564 S0'F[ (GENERAL COMMERCIAL) 2 - 7E units = 56 bedrooms = 11187 SQF[ fmO DF UNITBUILDING = 4780 * 2 =Q5GO SQ.F[ ' O - 7F undo = O bedrooms * J = 13038 SQ.F[ 7C UNIT BUILDING = 4346 * 3 = 13038 SQ.F[ O - U - u GA units (4x4b 6B units (6x3b). +* units f 2x3b) = O bedrooms = O bedrooms � | i JE 7D UNIT BUILDING = units 2." * 3 = ` �� -DRIYEWAYBY 7E UNIT BUILDING = 5011 * 2 = 10022 S0.F[ ' | ' `. ~. / ""d"wxs 7F UN�BU|LD|N� = ' ` 7828 �QF[ ' ~�~� ~=��~~�, 15'puE �|| ` OTHERSlWN �, xit ' | ' V-1 3813 �| 04 ` ^ / BUILDING SQUARE FOOTAGE BY TYPE (3 8u 2 DOMESTIC`WATER 0 55'x5 16A UNIT BUILDING = 4055 * 3 = 12165 SO.F[ (PER ,- 5.D5 UNIT) �ROSS --~cm QPM O� � ^ ' ACCESS (110 188 UNIT BUILDING = 4298 * 3 = 12894 S0.F[ 153AP� �` ' �� (11092/100)-!-.... 16E UNIT BUILDING 4540 * 3 =13G2O SO.F[ �� ' ' vc 12D UNIT BUILDING � 4549 * 3 = 13647 SO.F[ 0.00 GPM (MIN) �C) . � 10A UNIT BUILDING 3975 11925SO.F[ `-BLOCK 1 ' " 10B 9A UNIT BUILDING UNIT BUILDING 5102 4346 2 10204 O204 3, 13038 8U.F[ SEWERAGE EWERAQE 1600 FLOW GPD MAX. SUBDIVISION | ZONING: . I 1 )CURRENT C >N QB UNIT BUILDING = 3771 * 3 = 11313 SQ.FT. GC QC UNIT BUILDING = 4188 * 3 = 12564 S0'F[ (GENERAL COMMERCIAL) UNIT BUILDING = 3729 * J = 11187 SQF[ fmO DF UNITBUILDING = 4780 * 2 =Q5GO SQ.F[ ' 7A UNIT BUILDING = 4346 * J = 13038 SQ.F[ 7C UNIT BUILDING = 4346 * 3 = 13038 SQ.F[ 7D UNIT BUILDING = 4346 * 3 = 13038 SQ.F[ 7E UNIT BUILDING = 5011 * 2 = 10022 S0.F[ ' | ' `. 7F UN�BU|LD|N� = 3Q14 * 2 = 7828 �QF[ �| '' / / ~�~� ~=��~~�, 15'puE �|| OB UNIT BUILDING = 3357 * 2 = 6714 S0.F[' e4 z 4A UNIT BUILDING 2230 + 2 = 4478 SQ.F[ - Pam= mom ''-'''- -'-'-''-'--''''' -'''-- 325 ' ' ===^ ce; -� ''''-2=12'02' Duropst, ?I Prop. Fire Pa -d - Hydrant ____________________________ ___ ___ \%. ,-' --' - -'--'-''^'''''-''-''-' -''''' ' - (To - ' � ''''--'-----' �`«' k�| � []�� /r_kJ ----'� - '-'-'--_ ' ' `'` -'_ --' '- e/1m�'._ \ '-'''--''-''--'-''_-/-�r`/`!!��/-'�«u�-�u'��J�� /��c\«��'-�T�o0 ^�[} | [} ) '' -' B `. '- 0 `1 8��&.� I-��K�^ | ;''---*-��"�^"~" ��°} ^, ~�~ | ` N.(],VV, \/A��|�� '__ __'' _ ' ��_-_ '�- -' ---~~~ ' ----''''-''-'-'--''''-'-~''-'''''-'''-' `''^''-''-''-'---'''-''---''''- --'-''''-'''-''-'''--'''_'--'- '`` `.` ' '- ----'_ _ -'-'' __''-'-''-''-''~ '` ' ` -'^T --� ' °" " n.��!f~ �~� ��» ~ C1 -.� ' . EERING ENGIN x � PROJECTBENCH��RK� ��Ux�� cu| um mr ur�uxu un �uum � ` �[�� [�j� ��0TF�� _ � S|DE OF HOLLE�AN OR�E APPRUX. 2OO 'NORTH OF |NTERSECTON ' �1 Nome of p-'�- Lo ' Tonnhon�oo Phase 3 _PHASE 3 (ON // puvE/vAL ,^vnS.,"`,/ ION NOTES: ��H R� 281O. X= 3553461.31, Y= 1O1QQQ3O1g' E�v= 32223 2^ Address: ' ~�~ ' Road, College Station, Tx per UDO Multifamily Dwelling: , I I 1. It shall be the respon ity of the Contractor to verify the exact location of ALL � 3.� Owner: a Living L.P. Required Parking = 21S * (1DO) �219 " "" � Bedroom Units^ - ' ~~ ~'~~~/~`~ ~`^' �*m �c�cn moon underground uu/ « ` . . A Texas Limited Partnership � Total Type 2� Bnna («130 o.t) = 16 � ouu="" Units �""~'�" =/- ' ^' '~~^ \rmv*/c/ / I / /// I I / company representatives a minimum of 48 hours in advance of any excavation. . �� ` � p.�^ Box 1OO2O ' Required po = 1G * (�25) =2U � a: / Bedroom unuv = /:u �puco/o�u/vvn . ' v'"'v I Total Type 1 8x'2 Bedrnomn� 3� (V0L ?^ - "^'~ Contact Tess 0 1-800-344-8377 P / � -g94f . Required po 38 * (1�0} =57 nono n« � o«:oo' ^�/ � u/ '°a PQ 5O) �� - ~- '[",Z 4^ Engineer ��e| &: � LLP '� - '-� ' REQUIRED PARKING SPACES = � 1 O Aooee�b| 5 � con�ocz Kimberly Winn @ ATMOS 774-2506 � 511 Dr�e 2O4 �pARKNg PROVIDED PHASE 3 = 3g� Spaces 2OD ouu porm �/ xooe000m �PoceoWALL Contact Mike Lavender @ Suddenlink 846-2229 1. . ;�::,:�'.�,,_l -sobel Cantu @ BTU 821-5770 . Contact �Ul �ou ro �y *oonaamo Spaces Required `� ` � ' �� v �u /u��-4460Mitchell Gas @ 779 | 5. R-4 ^"' -'""" Parking"."p"^~~ ^~~ ~' Total Parking.~r~~~~ ' ~^~ Union Pacific Resources @ 778-8525 � ` | G' nt � ' . \»u� ��/� ' °"=^` ichard Wallace @ Verizon 821-4752 1 . FIRM # F � u�� wmm,o � Contact ' 7. Setbooka� Per CU� Stot�n Ord�onoeo Total _�9 �, h . Contact Gilbert Martinez @ CSU (ELectrical) 764-6255 511 UNIVERSITY DRIVE EAST [i OvonzU Site Area: 1GSUITE 204 :1 .4O oon�o Req ~ pork�g = 51J* (1lX} = 513I I , X \ I. Contact utch Willis @ CSU (Water/Wastewater) 764-3660 Phooe 3 Area: 4J}8 Acres - ` ' ' � ' �Toto| Type 2 8rmo ��13O o = 16 'ACES PROVIDED : 4 H,C, SPACES ON THIS PHASE I _ 11 11" I i Unit) ` -' � nu"" Demands . Required Parking = 1O * (125) =20 � / / 1, / 11 ��, itffiu), I / \ 1O' I ��v I 2. All construction shall be in accordance with the current City of College Station i Avgsani.= 1.53 ,r^^a.'~~^- ~~~ ur^ Min.= O QpD. ' Total Typo 1�2 Bedrooms = Q1 �T8 -^~'� ~~'~'~~ '~~~ GPD Max., Required Po Q1 * (1�� =137 PHASE 1 `../ Standard.Sr...... ioi�s for Street Construction, B/CS Unified technical P,ECIA ISTS IN ' ` ` � ` /�g. = 4OO GPD (Per Unit) . ' = SPACES `� G7o ' CUMULATIVE PARKING SPACES: 707 parking apooao ' ^ 11 OveroU Ho�ht of Bui|dhxga' 4O to top Rmq� ` � REQUIRED~^PARKING`~~r~~~~ CUMULATIVE ACCES|BLE SPACES REQU�ED� 7O9 * 2�= 14.14 Specifications, ' ' ' PROVIDED PARKING SPACES = 7O7 Spaces G' shallbeHYDROLOGY * UTILITIES STREETS ' , ' booted within utility ` ._ inspection`_ __ performed /SITE PLANS * SUBDIVI� IONS � a000mont�. tho ' nor wiU bo n�opon�b\e for tho ' ' '16 H.C. SPACES ntnuo� h U � rd noted with the City of C.S. City Engineer. replacement of the anroono � � to remove � � 3 | lieu of using the ( onstruction materials indicated in these plans, the www.mitchellandi `them for u0 � ' 3t1J. Project Information: PH J =�;;!:��,1:�j � : Contractor shall obtain writ en approval from the City Engineer for any substitution 11S UNITS � ' ' ' '' 2 '� 3 =22O D.U. - ,pri_ _ Construction.___Requests ' ' - '~ ~~^'~~~~ ' �[j�� , �T��r� � ��V� ��]{��T �O.11",1. � ` _-- --` - `- - �� revie ving changes and redesigning based on contractors ' l�� `` ��14�D«mP�ter R«qu��d �fb 14 Dun�patar pn�«�ed 21 ' |6� .N[7 8U|LD8�G 3 ST�Ry ��8 1U. `4U55� * � = 121G5 S0^F[ � `` |neer n epunr 22 1OA UN[[ BU|L0N� ` 3 STORY 2O' 1O" 4055 *J = 12105 F[ . �« m '"�"""=VERONICA J.B. MORGAN ' Th��o�e does not Unn ��h|n tho 1DO-y�or �oodp|o|n boundory ` " ~~^ ` 4 �tondord 20 � ' FE�� Rood | ce . �o d 48O41CnJO5E 2J �F UNIT BV�0N� 2 STORY 1S' 4^ J914 * � = 7O2O 30.F[ ' ` am�nm`' �r . |reno� �orezy xoqu ' ' a »auro»n* :o�* p poma 24 SB UNIT BUILDING 2 STORY 1O' 4^ 3357 * 2 = G714 S0.F[ '`. 5�� '/� CFR po� 1S2G Subpart federal, state and �oo|rngubt�no` E�ent�e �ota' �oy 10 2O�2. .� o"�" ` � ._ . � ]' `' ' ' � ' 25 SC UN� BU|LDKVc STURY �2O' 10" 41OO * 3 = 1�5S4 SQ'F[ ' � // // 5 TRENCHING AND �^r��UJNU' A]| tn�noh�g ond bookfUUng ohoU oonform to tho U U �--- ' � ' ' ' '�`�� ' nc //^xr mmmuc ~ �rnpv ' �o' 4" 47nn * v = Q5GO�9U�F[ | ` ,/ /' `�~ `"' ' `~ . ~^~�. _ '.._^^'^ ^� - '�=^ .-`'_�-_ _` U �1 U ` . \L�4 Bars ��15" O.C. �_ ` . ` � ' ' FOR USE WITH CONCRETE PAVEMENT OR APRON � NOT A SEPARATE 'PAY [O�� ' ' ..-� '~ '" -- - -- -- ' �specificationsset oc nern /eonng snoo o� prov000 Dy o c�ux/�u moupooury. at �7 1OB UN� 8U�DN8 2 STORY 1Q' 4- 51O2 * 2 = 1O2U4 B�F[� ' _ _1.11 ou�u ' , ' . these �ondon�a Any retesting duo to eubatondord 28 8F UNIT BUILDING ��STORY 1Q' 4' 4�8U * 2 = Q5GO SQ.F[ . �� u." Owner's �^p=.."� "' , . � ' � 3O 188 UNIT BUILDING 3 STORY �8' 1O" 4298 * 3 = 128O4 SO.FT. ' '� `p FIRE ,nork ohoU be of the Controctoc Structuro| oreon �hoU indudo oU - LO ' 31 ' 4A UNIT BUILDING 2 STORY 1O' 4^ 2�J8 * 2 = 4478 SO� ' ,//K ` �den�|ko ond ohoU nxten 5' beyond the nurb |ineo of oU otnaeta, oUoyo nnd pod�ng �[/ ` 3� 1�B UNIT BUILDING J STORY 28' 1O^ 42QO * 3 = 12U94 ��F[ �' �/0 "I'll or000� / ' �' �� /' ��^ /'�°�)� "� of the cont ctor to co Div with all State nd K �� U m|� �SEPTE , . MBER 2014 _ It i_ the r___� Designed by: VJBM '1. Regulations regarding -V N Drawn By: JUJ | � ` 'I . I . / . :-.1 , , I '* � ;:,�� 15 WATER , \ Additionally, the contractor shall coordinate all proposed work and procedures with the of C.S. Electrical Division. � / k32 5 ' , ' subsidiary to the item in vhich it is used. All materials and equipment shall be both : . , & labor not identified as a Separate Bid Item shall be considered : -ll -_-_- � . �:11,- � IF DC I . // / F : 1:1 1. I_- " � - .. �. I 1.111, I,r .�, 11- I E - \ furnished and �ato|am | ss otherwise noted. . � I . X I . I I O The Contractormust provide construction staking from the information provide on Z I ` . plans. ` ,` _ 8 All soil exposed by L C / ' `` Fete , O �� I I! �/ /� p'��t^ �� THE ZONE Lp U� � '~ Trenches^ ^~/ ~` '`'^ �_ wo " � . ...�_- ��Valves, Manholes, Irrigation Systems, and any other ; V4 C14 �b13' pC 285) ` LOT 2 BLO` A HO MLILN �� Adjustment or �ozor |' ' ' --^ ' -`' -� \__-^^^ `I-1111- �� o/ -------�--------_-��_J ` ' E.ADD[OON `,%Pubhu Pr�oto Un�� (0 ' ' u'� '-� ' ` �� 3L �O1� �� 2O5 D.R.B.C. ` c_ ' '' ' |� ' - ` ' ' shall^ be subsidiary to the D ^' � /�- 'f ` CURRENT ZDN|N�� R-4 ' [� �� .^�� . |&n�� '~ ' ` � - -- contract---- 0 - ' +-�'n / .' ' /, mv `�anm°t' ' cxu n� von�on nv oo ^_ p, � . |' / ' - ~ � ' [L �� '__� \ / | . ` ' '' '`''M item. \l | ' ' �� '' ''- // '~ ^'~ ~~^~~~~' - --' -' - '' - -�� '' ' °i ' I ` �� _ -'-^' � '-`` 14. Temporary ownor. Clean dirt n�oy be - � w ' ' \�/ -- ' FX 1B" 15' P. '-' � ' ` um�'-' -'- - `�N�0�� 0� � U | |m � ` | \ |�',�,"�`� | | L'' � ' ' � ''' | ''- // �� U �G O' ' ` otookpUod and r*mo|n ona�e � properly oompoctod in |�to ond to�ed for donoh� by K � �� U �- U |^,�~� | M � |� / `.,i�3//�^ | _ | '.[ SAN[�J�'`SE�0�� (VOL�381�� p� 2U�) � --''__ | ^.,r''' / �� U -� .��' ``,^ ,,,�,,� r�~.~ .~_~,,,,+�. ",""" "a/ �� u�"*�"� """*" �, "�"�, U U U ' ` y�"=~" "="" p="'~^~'^ ^ ��^ 15 /U| roof d nU ��.' - ,a visible from any public right-of-way or residential district - isolated _ _ '' - R R SEWER SERV. �� . ^~� � -_'subject ^ �g aho|| be 000r�| n�om o � r�� ' - ` �^� '' ^ unified appearance. .'1. '� -� 1O. All soil exposed ohoU rnco�n cellulose �bannuich seeding. �__ � �� upply protection as the AMPro USA LL562-WA locking lid.' _- - -` �� 1. "" ="~. "` " ""._~. . | �y�� PUL. ~ .. �_~�11 ~"","~ ..~~~. .. shall. ~. _/ College.Station_Utilities_Direct__ - '-`'- ` � designee. m ' - x� `' � | `. '. �0 meet the standards of Section 7.10 of the D ' � . "~` . ~, - ^_ `' ' � " ` '' - lJn��d light aoun�o ohoU not pro��t bo�� on opaque m ' | � `�� |] � K `/ / \_ ` �` -' ' ��1,projecy.ures U'�� | | | N | U . \ ' ` 11 WATER U , UNE U � BY |�/ U �.OTHERS , C�� ' � I 11-1 | -[-� | /U tp_-^- / m R15' 15' WINEWEMM-�� IN J' 101111198111111111111 ,�,,rl, �, �1 1. ..;��.!!i�i�.-t�,.�!"�,.,�,�."�', i I I in such a manner that th ' projected cone of light does not cross any property line. ry .:,I � ,.11f. I'll i!�;��!: I �, , I I \_X,N( � 19. Contractor shall provid, parking lot striping in accordance with the layout shown ii .0 :1 I ��!i�:�j. �:, �i�.:::!i:: ;;�:!, �j:;;� � I �> 1 20. Contractor shall mouJ a placard with the word "FDC" on Freestanding FDC's stand �; V" j ,,, .: 11 li, "..�, 8�ysi I _1 , �::, : , 4 21. All storm sewer and sanitary sewer being constructed with this site plan is private. a , I �,_, , �;, � � ': ��i�.o', 6 I (�yl 4' 23. All dumpster enclosure� shall be 12'xl2' interior clear space with no obstructions. 111.11 .11. I;— k * , 24. All building types are type V -B with a maximum fire flow required of 1500 gpm. :�;� . I 1-:. llt� "I'll: I .r � , @ , 0, V1 , I I - �.. ,� I . 25. Contractor Shall mount and install a Knox Switc 1. , � , � i I I I , - - - - - - " '. __ . . I -------- - - - Z LO: ! I , " ', , �, I " Z / - t I Gi , � ON FRONT SIDE N WATER METER 01011&1-11,- ___�� 2X4 TREATED C" FIRE HYDRANT I 4 �� 04 SANITARY SEWER MANHOIF � STORM DRAIN CURB INLET � � /' RAMP WITH ADA PAVERS ET I LANDSCAPE POST FP 87 ELECTRICAL PULL BOX TREATED ELECTRICAL SWITCH GEAR 2X4 TREATED--/ . .1 _____ CEDAR FENCE ` ----��' ' ` . I PLANKS .14 `' y `' � 2X4 TREATED --/ I I CA � | ! / U'`)/' n' ^� � ` � // � . r / . � FIRE DEPARTMENT CONNECTION # WATER METER 01011&1-11,- WATER VALVE C" FIRE HYDRANT I 4 SANITARY SEWER CLEANOUT 04 SANITARY SEWER MANHOIF IM STORM DRAIN CURB INLET 9 RAMP WITH ADA PAVERS ET I TRANSFORMER PAD FP 87 ELECTRICAL PULL BOX IE ELECTRICAL SWITCH GEAR .1 I,- -11 .14 11 I I 1 ,,..I /, ".11.1, N 111�11 , � FIRE DEPARTMENT CONNECTION # WATER METER - WATER VALVE C" FIRE HYDRANT I --.*- SANITARY SEWER CLEANOUT 04 SANITARY SEWER MANHOIF IM STORM DRAIN CURB INLET 9 RAMP WITH ADA PAVERS ET I TRANSFORMER PAD FP 87 ELECTRICAL PULL BOX IE ELECTRICAL SWITCH GEAR -' �__^�� _� � ' ' '' ' ' 0 +r I ------- 0 CT - 0 -3 -2-01* - - - -7 CULLL�UE- 0 IM'"14 � SCALE 7 ,�// ' 00 +,:,3,i0, � - _ _�� ` ~ ` 11 ' PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev 322.23 BUILDING TYPE STORY# EAVE HEIGHT SQ. FOOTAGE GENERAL CONSTRUCTION NOTES: SITE PLAN NOTES: 21 16A UNIT BUILDING 3 STORY 28' 10" 4055 * 3 = 12165 SQ.FT. 1. It shall be the responsibility of the Contractor to verify the exact location of ALL 1. Name of Project: Lakeridge Townhomes Phase 3 22 16A UNIT BUILDING 3 STORY 28' 10" 4055 * 3 = 12165 SQ.FT. existing underground utilities. Furthermore,. the Contractor shall contact all utility 2. Address: 1198 Jones Butler Road, College Station, Tx 23 7F UNIT BUILDING 2 STORY 19' 4" 3914 * 2 = 7828 SQ.FT. company representatives a minimum of 48 hours in advance of any excavation. 3. Owner: Lakeridge Living L.P. 24 6B UNIT BUILDING 2 STORY 19' 4" 3357 * 2 = 6714 SQ.FT. A Texas Limited Partnership 25 9C UNIT BUILDING 3 STORY 28' 10" 4188 * 3 = 12564 SQ. FT. a. Contact Dig Tess @ 1-800-344-8377 P.O. Box 10028 26 8F UNIT BUILDING 2 STORY 19' 4" 4780 * 2 = 9560 SQ.FT. College Station 77842 27 10B UNIT BUILDING 2 STORY 19' 4" 5102 * 2 = 10204 SQ.FT. b. Contact Kimberly Winn @ ATMOS 774-2506 (979) 739-9944 28 8F UNIT BUILDING 2 STORY 19' 4" 4780 * 2 = 9560 SQ.FT. C. Contact Mike Lavender_ @ Suddenlink .846-2229 4. Engineer: Mitchell & Morgan, L.L.P. 30 16B UNIT BUILDING 3 STORY 28' 10" 4298 * 3 = 12894 SQ.FT. d. Contact Isabel Cantu @ BTU 821-5770 511 University Drive East, Suite 204 31 4A UNIT BUILDING 2 STORY 19' 4" 2239 * 2 = 4478 SQ.FT. e. Contact Mitchell Gas @ 779-4460 College Station, Texas 77840 32 16B UNIT BUILDING 3 STORY 28' 10" 4298 * 3 = 12894 SQ.FT. (979) 260-6963 f. Contact Union Pacific Resources @ 778-8525 5. Zoning: R-4 (Multifamily) g. Contact Richard Wallace @ Verizon 821-4752 $. Existing Use: Undeveloped Vacant h. Contact Gllbert Martinez @ CSU (ELectrical) 764-6255 Proposed Use: Multifamily \ ` i. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 7. Setbacks: Per City of College Station Ordinances 8. Overall Site Area: 16.40 acres Phase 3 Area: 4.08 Acres + / 2. All construction shall be in accordance with the current City of College Station 9. Water Demands (Per Unit) :Min.= 0.00 gpm, (C.S) Standard Specifications for Street Construction, B/CS Unified Technical Avg.= 1.53 gpm, Peak= 5.65 gpm \ Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. 10. Sanitary Demands: 1600 GPD Max., Min.= 0 GPD, ; \ , / All inspection shall be performed by the staff of the City Engineer of C.S. All Avg. = 400 GPD (Per Unit)11. Overall Height of Buildings: 40' to top Ridge construction shall be coordinated with the City of C.S. City Engineer. 12. Because the dumpster screens are located within utility �E Scal@:-_.) 3. In lieu of using the construction materials indicated in these plans, the easements, the property owner will be responsible for the 1 inch - % feet Contractor shall obtain written approval from the City Engineer for any substitution replacement of the screens if it becomes necessary to remove prior to Construction. Requests for changes should include product information and an them for utility construction and/or maintenance. , engineers seal where applicable. 13. Project Information: PH 3 = 116 UNITS The contractor shall be financially responsible for the 14. Dumpster Requirements: Phases 1, 2 &13 =228 D.U. , engineer's time spent reviewing changes and redesigning based on contractors 228 D.U./16 (Dumpster/D.U.)=14.25 requests. 14 Dumpster Required & 14 Dumpster Provided. EX. 1 8 ' 4. Trench Safety Requirements shall be in accordance with O.S.H.A.. Standard 29 This site does not lies within the lam boundary SANITARY 100-y ear floodp CFR Part 1926 Subpart P and all federal, state and local regulations. . per FEMA's Flood Insurance. Rate Map panel 48041 CO305E. �� 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the Effective date: May 16, 2012..SEWER � specifications set out herein. Testing shall be provided by a certified laboratory,, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of .the Contractor.. Structural areas shall include all Density Legend 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 i 2" Clear min (MIN) \//\\� X #3 @ 12" O.C.13A 2" Lime stabilized sub—base or cement stabilized sand (This Item shall be included in the cost of the sidewalk) / r EX. 8 / WATER VAR. P.U.E LINE 4. / P.U.E r10 (11092/ _ 100) /! /4' VAR. P.U.E (1 1092 100) PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 JPO \\ /R ToeWall=319.37 ToeWall=319.08 / + .6 TC pWail=320L87 TopWa11-'-320.75 \� SILT FENCE S ASSEMBLY / \ ToeWall—X21.80 �. SWPP1-03� I TopWall=321.83 �b`I° E TING CONGETE A C71 1 MAL, 00 ,ovvrr 1—U0 4 METAL T -POST AS REQUIRED TO. MAINTAIN SPACED B'APART NATURAL GROUND 4"X4" MIN. TRENCH 2"X4" WIRE MESH FASTENED TOT -POST SEDIMENT CONTROL FABRIC - FASTENEDSECURELYTO T -POST & WIRE MESH 8" OF FILTER FABRIC TO. EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ALLOW 2 WTO S' AT TOE OF SLOPE FOR SEDIMENTTO ACCUMULATE. ALIGN FENCE - ALONG SLOPE CONTOURS. DIRE _01IONF FLOW 4- 2& STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES FILENAME: GeneralNotes—GenConst—PPP—BCS.dwg GENERAL PLOTrm: 28 Oct 2012 — 10:51 am 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.flown 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. UTILITY PLAN PARTIAL SITE SCALE I" 10' - CATCH BASIN. LEGEND SAND BAGS SHALL BE SILT FENCE ASSEMBLY — Property Line C17Y OF>§Yy _- .Mr DATE -OETNL AUG. 2072 BIOS UNIFIED: STANDARD DETAIL Na: SVVPP1-03 CrrcoaCouEGESrATTON STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES FILENAME: GeneralNotes—GenConst—PPP—BCS.dwg GENERAL PLOTrm: 28 Oct 2012 — 10:51 am 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.flown 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. UTILITY PLAN PARTIAL SITE SCALE I" 10' SAND AG CINDER BLOCK FILTER FABRIC PI1�Pols' DHA � ER.NLT SAND BAG ROCK SIZEgd. 314" TO 1-112" NOTE: A s,vnra uRAININLE7 - CATCH BASIN. LEGEND SAND BAGS SHALL BE — — Property Line AND MUST NOT DEGRA ATMOSPHERIC CONDITI E'DUE TO NS. High Point SAND SAGS SHALL BE PLACED UPON 000.00 Existing Grade c.............. . ........ :.. VERONICA J.B. MORGAN ' ........ O 'a 77689 �o� O/ ST�R�\�� 000.00 Proposed Grade rATION, METAL„I Drawn By: JUJ Checked By: VJBM Proposed Sanitary Sewer Lines L° t% w •--• —.�. , : �. Proposed Water Lines U I a •� Proposed Gas Lines I > N Proposed Electrical Lines Silt Fence 000.00+ Proposed T/P xx.xxx Proposed T/C v+ v Elevation Elevation a. c E a � N G N T/P , = To of Pavement T/C = Top of Curb � � N FIRE DEPARTMENT CONNECTION WATER METER -Cr WATER VALVE 0 FIRE HYDRANT --"L— 01 SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE O STORM DRAIN CURB INLET c1Z�� ` I O O O Q) (:Z) W W c� V RAMP WITH ADA PAVERS TRANSFORMER PAD rl l ELECTRICAL PULL BOX s i.,• ELECTRICAL SWITCH GEAR SAND AG CINDER BLOCK FILTER FABRIC PI1�Pols' DHA � ER.NLT SAND BAG ROCK SIZEgd. 314" TO 1-112" NOTE: A s,vnra uRAININLE7 - CATCH BASIN. F.979.260.3564 SAND BAGS SHALL BE RESISTANT - HAY AND MUST NOT DEGRA ATMOSPHERIC CONDITI E'DUE TO NS. CIVIL ENGINEERING HYDRAULICS HYDROLOGY * UTILITIES ',STREETS SAND SAGS SHALL BE PLACED UPON Firm #F-1443 09/11/14 ,.... F . %c� FIRST SIGN OF DETERIC c.............. . ........ :.. VERONICA J.B. MORGAN ' ........ O 'a 77689 �o� O/ ST�R�\�� NAL rATION, METAL„I Drawn By: JUJ Checked By: VJBM Z 0 L° t% w - 0 U MAINTA! STORM DRAIN INLET PROTECTION //^ DATE I,.... DETAIL ND. came CrN OF &YAN AUG. 2072 B/CS UNIFIED c.04buwESTnnoN M -er r i, . STANDARD DETAIL $WPP1-O0 4'MIN. COVER 8" MIN. LOW PERMEABLE SOIL RETAINED SOIL -� 9 UNIT CORE FILL — 3/4" CRUSHED ROCK OR STONE) PERFORATED DRAIN PIPE (OPTIONAL) I 6' KEYSTONE 4" CAP UNIT / i KEYSTONE COMPAC UNIT LF; �8FINISHED GRADE LLIJ Ld = o EX. CONCRETE FLUME ORCED CONCRETE OR STONE LEVELING PAD COMPAC UNIT — 1" MINIMUM SETBACK E VARIES _ V CURB —2% (max) —2% 4" CONC. SIDEWALK VARIES (7"max) VARIES (4"min) ,, DOOR FINISH FLOOR COPLIANC- Q I3 a1 COLLEGE STAT 9 ENGINEERING T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX! 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY * UTILITIES ',STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorgan.com Firm #F-1443 09/11/14 ,.... F . %c� ................... ..-kkp c.............. . ........ :.. VERONICA J.B. MORGAN ' ........ O 'a 77689 �o� O/ ST�R�\�� NAL C`. SEPTEMBER SEPTEMBER 2014 Designed by: VJBM Drawn By: JUJ Checked By: VJBM Z 0 L° t% w � w 0 U d 0 U I W 0 I > N v+ v a. c E a � N G N � � N Mo a a, N 0 S O v J c1Z�� ` I O O O Q) (:Z) W W c� V 00 PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 • • ,V ! \ •\ \ -t •`.. ,,,_ \ \ •s q N x•11 , \ \ • , \� ♦ , `{ 4,, , t - � �} �� SON �i , ase =38 BDR/BUILDING TOTAL TYPE 2 BRMS(<130 s.f)= 8 BDRMS 0 — 9 units 5x4b + 2x2b + 2x1 b = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm // J\• \ ~ l �\ ,\ ( ) YP REQUIRED PARKING= 8*(1.25)= 10 P.S `� \ \ \ \ �: 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 52 p.s. TOTAL TYPE 1&2 BEDROOMS= 105 BDRMS LEGEND ',� , \ / ,�' /4 / --� �� \ , \ l . w, So {m 2 — 7A units (5x4b + 2x3b) = 52 bedrooms Typ 2 Bdrm: 0 bdrm 12D UNIT BUILDING 105* — \ V \ ~` \ \ t t twtv�r MtrcHEll P 0 — 7C INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 145 P.S. INTERIOR PARKING SPACES: 765 P.S. EXTRA INTERIOR LANDSCAPE AREA SITE CALCULATIONS 765 P.S./15 P.S.=51 51*(180 SQFT)= 9,180 SQ -.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9,180 SQ.F1 TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 16.190 SQ.FT, (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1B: 52 p.s. Parking Provided Phase 1B: 0 p.s, 4 Bdrm: 246 bdrm =31 BDR/BUILDING TOTAL BEDROOMS: i� v PARKING* 14 Phase / 52 1AolaruN = 0 Cumulative Required Parking: 100 p.s, required 11A UNIT BUILDING: HANDICAP PARKING: 2 - � units (3x4b+2x3b+2x2b+4x1 0 — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm units 16B UNIT BUILDING: PER UDO— MULTIFAMILY DWELLING: 4x1 b) 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 48 p.s. (4x4b 8*3(BDR)+8*1(BDR) 3 & 4 BEDROOM UNITS= = 26 1 — 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 =32 BDR/BUILDING 1.00 SPACE/BDRMS (5x4b 0 — 7C units (7x4b) = 0 bedrooms required parking: 0 R.S.2 1 BEDROOM UNITS BR<130 s.f. = ( )— units 1 — 6 units (4x4b + 2x3b) = 22 bedrooms Required Parking Phase 1A: 48 mss• 16E UNIT BUILDING: 1.25 SPACES/BDRMS units 13 units / 48 bedrooms Type 1 & 2 Bdrm: 6 bdrm Parking Provided Phase 1A:150 p.s. Cumulative Required Parking: 48 p.s. =20 BDR/BUILDING 4*4(BDR)+4*3(BDR)+8*1(BDR) 2 & 1 BEDROOM UNITS= 1 - 7C units (7x4b) = 28 bedrooms required parking: 9 p.s. Cumulative Parking Provided:51 0�s. =36 BDR/BUILDING 1.50 SPACES/BDRMS — 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1C: 53 p.s. Parking Provided Phase 1C: 59 pp, 10C UNIT BUILDING: (PER LIDO —MULTIFAMILY DEVELOPMENT: 12A UNIT BUILDING: TOTAL TYPE 3&4 BEDROOMS= 726 BDRMS units Ph bedrooms 10 Cumulative Required Parking: 51 3s. 4*4 (BDR )+2*(BDR )+ 4 1(BDR) 3 1-8 YRD DUMPSTER/16 DWELLING UNITS) 6*4(BDR)+4*3(BDR)+2*1(BDR) REQUIRED PARKING= 726*(1.0)= 726 P.S. • • ,V ! \ •\ \ -t •`.. ,,,_ \ \ •s q N x•11 , \ \ • , \� ♦ , `{ 4,, , t - � �} �� SON �i , ase =38 BDR/BUILDING TOTAL TYPE 2 BRMS(<130 s.f)= 8 BDRMS 0 — 9 units 5x4b + 2x2b + 2x1 b = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm // J\• \ ~ l �\ ,\ ( ) YP REQUIRED PARKING= 8*(1.25)= 10 P.S `� \ \ \ \ �: 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 52 p.s. TOTAL TYPE 1&2 BEDROOMS= 105 BDRMS LEGEND ',� , \ / ,�' /4 / --� �� \ , \ l . w, So {m 2 — 7A units (5x4b + 2x3b) = 52 bedrooms Typ 2 Bdrm: 0 bdrm 12D UNIT BUILDING 105* — \ V \ ~` \ \ t t twtv�r MtrcHEll P 0 — 7C INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 145 P.S. INTERIOR PARKING SPACES: 765 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 765 P.S./15 P.S.=51 51*(180 SQFT)= 9,180 SQ -.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9,180 SQ.F1 TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 16.190 SQ.FT, (4x4b + • • ,V ! \ •\ \ -t •`.. ,,,_ \ \ •s q N x•11 , \ \ • , \� ♦ , `{ 4,, , t - � �} �� SON �i , ase =38 BDR/BUILDING TOTAL TYPE 2 BRMS(<130 s.f)= 8 BDRMS 0 — 9 units 5x4b + 2x2b + 2x1 b = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm // J\• \ ~ l �\ ,\ ( ) YP REQUIRED PARKING= 8*(1.25)= 10 P.S `� \ \ \ \ �: 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 52 p.s. TOTAL TYPE 1&2 BEDROOMS= 105 BDRMS LEGEND ',� , \ / ,�' /4 / --� �� \ , \ l . w, So {m 2 — 7A units (5x4b + 2x3b) = 52 bedrooms Typ 2 Bdrm: 0 bdrm 12D UNIT BUILDING 105* — \ V \ ~` \ \ t t twtv�r MtrcHEll P 0 — 7C units 7x4 ( ) = 0 bedrooms required parking: 0 R. S. ; ;J•1, N :a 5*4 BDR +2*3 BDf2 +5*1 BDR ( ) ( ) ( ) REQUIRED PARKING= (1.5)— 158 P.S. REQUIRED PARKING SPACES: = 894 P.S. 2, ,- 0 —*6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1B: 52 p.s. Parking Provided Phase 1B: 0 p.s, 4 Bdrm: 246 bdrm =31 BDR/BUILDING PROVIDED PARKING SPACES: = 910 P.S. — 12D 14 units / 52 bedrooms = 0 Cumulative Required Parking: 100 p.s, required 11A UNIT BUILDING: HANDICAP PARKING: 2 - -11A- units (3x4b+2x3b+2x2b+4x1 b) = 52 bedrooms Type 1 & Cumulative Parking Provided: 51 0 12.s, 3*4(BDR)+2*3(BDR)+2*2(BDR)+4*1(BDR) 2% OF TOTAL PARKING SPACES units (2x4b + 4x2b + 4x1 b) = 0 bedrooms required parking: 30 p.s. I 1 - =26 BDR/BUILDING 910 TOTAL * 2% -t8-20 =18 P.S. (4x4b Phase 1 C = 26 bedrooms Type 2 Bdrm<130sf): 8 bdrm J -- - 18 N.C. SPACES RE UQ IRED --- -------------------------- 0 — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm % 10A UNIT BUILDING: 16 H.0 SPACES PRO IDED INCLUDING 1 — 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms required parking: 44 p.s. 2*4(BDR)+4*2(BDR)+4*1(BDR) 4 VAN ACCESSIBLE H.0 SPACES) 0 — 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 6 bdrm =20 BDR/BUILDING DUMPSTER• 1 - 7C units (7x4b) = 28 bedrooms required parking: 9 p.s. 0 — 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1C: 53 p.s. Parking Provided Phase 1C: 59 pp, 10C UNIT BUILDING: (PER LIDO —MULTIFAMILY DEVELOPMENT: 15 units / 50 bedrooms Cumulative Required Parking: 51 3s. 4*4 (BDR )+2*(BDR )+ 4 1(BDR) 3 1-8 YRD DUMPSTER/16 DWELLING UNITS) Cumulative Parking Provided: 209 p.s. =26 BDR/BUILDING 2*(16B UNIT BUILDING)= 32 D.0 _ 9A UNIT BUILDING: 2*(16E UNIT BUILDING)= 32 D.0 ol r \ ♦ �\ / t COLLEGE STATION e4 CITY LIMITS dao VICINITYMAP 1 inch a 60 feet Phase 3 231�::'�_.:�3N�/;j1 si r .f ::_ r 511 UNIVERSITY DRIVE EAST SUITE 204 ; ;J•1, N :a COLLEGE STATION TX 77840 PLAN & DESIGN SPECIALISTS IN 2, ,- 12A units (6x4b + 4x3b + 2x1 b) = 76 bedrooms Type 3 & 4 Bdrm: 246 bdrm ! 0 — 12D units (5x4b + 2x3b + 5x1 b) = 0 bedrooms required parking: 246 p.s. - - � 2 - -11A- units (3x4b+2x3b+2x2b+4x1 b) = 52 bedrooms Type 1 & 2 Bdrm: 20 bdrm 0 — 10A units (2x4b + 4x2b + 4x1 b) = 0 bedrooms required parking: 30 p.s. I 1 - 10C units (4x4b + 2x3b + 4X1 b) ' = 26 bedrooms Type 2 Bdrm<130sf): 8 bdrm qC t l "0 19A 1 -7 G,11 -- BUILDING tBUILDING SQUARE FOOTAGE BY TYPE (3 & 2 FLOORS) q 16A UNIT BUILDING = 4055 * 3 = 12165 SQ.FT. 16B UNIT BUILDING = 4298 * 3 = 12894 SQ.FT. C� pJI106E UNIT BUILDING = 4540 * 3 = 13620 SQ.FT. 2A UNIT BUILDING = 6017 * 3 = 18051 SQ.FT. 12D UNIT BUILDING = 4549 * 3 = 13647 SQ.FT. 11A UNIT BUILDING = 4210 * 3 = 12630 SQ.FT. GE FLOV 10A UNIT BUILDING = 3975 * 3 = 11925 SQ.FT. 1600 GPD MAX. 10B UNIT BUILDING = 5102 * 2 = 10204 SQ.FT. 10C UNIT BUILDING = 4945 * 3 = 14835 SQ.FT. 9A UNIT BUILDING = 4346 * 3 = 13038 SQ. FT. 9B UNIT BUILDING = 3771 * 3 = 11313 SQ.FT. 9C UNIT BUILDING = 4188 * 3 = 12564 SQ.FT. 8 UNIT BUILDING = 3729 * 3 = 11187 SQ.FT. _ 8F UNIT BUILDING — 4780 * 2 — 9560 SQ.FT. 4346 * 3 — — — G 7A UNIT BUILDING 13038 SQ.FT. — * = 7C UNIT BUILDING — 4346 3 13038 SQ.FT. 7D UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 7E UNIT BUILDING = 5011 * 2 = 10022 SQ.FT. 7F UNIT BUILDING = 3914 * 2 = 7828 SQ.FT. 6A UNIT BUILDING = 3729 * 3 = 11187 SQ. FT. Oka6B UNIT BUILDING = 3357 * 2 = 6714 SQ.FT. 5A UNIT BUILDING = 3042 * 3 = 9126 SQ.FT. I (GENERAL COMMERCIAL) c I ......::...:.. . ,, , •�..ice ! • ;r a _ I i 15 P.U.E i I fi 0 J- OE S t -- — — - -- --- t 1 d c,a -S2 ro t r. e ,325 }.,," '�,•{. �.. j�--� 3N7LIL-�211j��` 11 231�::'�_.:�3N�/;j1 si r .f ::_ r 511 UNIVERSITY DRIVE EAST SUITE 204 ; ;J•1, N :a COLLEGE STATION TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS * SUBDIVISIONS ^- -_,) bidding, or permit purposes. Prepared by: :;r:�"`�."=:J' 1 ! -r• x _ - .w. - ttw' r""`--'---� t'�` ., v i ! .ED= F _ O _ - - � .. UT V' -�--- ''---. UT UT �- „ UT - UT -_ 15' P.U.E. UT UT UT ` �, ` " _ ^ - UT- - _ - _ _ + " - --------------- - - +. r. _ _ _ _ .. _ _ _ _ +.... _. _ _ _ _ .. _ - _ .. - - _ _ .. _ _ .. ,.. .. _ .. _ - _ _ _ , ♦ 95.15/150 ( ) - ., , Exist Gu w're 5' Side Guy } gO S 20'- P".U-E: "�-----_ ---- --------------------------------------------- -------------- - -Setback.._ (To Be Removed) J _ - (9515/150) I -------------------- EY .M_ITCRELL -PA RKWA- Y- (.FM 2819)'' Iz R.O.W. VARIES -- J -- - - -_----------------------------" --- -------------------------- "- - --_ -_— - ♦---------------`_----- __ ---------- ' -- 1 ' '. ------'^- % ---- ---------------- I 9 T.979.260.116963. ii F.979.260:13564 TX: FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorgan.com For Interim Review Only These documents are nt intended for construction, bidding, or permit purposes. Prepared by: Veronica J.B. Morgon, P.E. No. 77689 SEPTEMBER 2014 Designed by: VJBM Drawn By: JUJ Checked By: VJBM z a o V O l f CO ry -i i i i J I Q, Iz N c� o J Q O 'u O 1 PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION SITE PLAN NOTES: WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 1. Name of Project: Lakeridge Townhomes Phase 3 ry LL 2. Address: 1198 Jones Butler Road, College Station, Tx 24" 6" 3. Owner: Lakeridge Living L.P. C (min) STORM DRAIN CURB INLET .............................. .:. 77689 I A Texas Limited Partnership CCo L ' w 1.1 ELECTRICAL PULL BOX P.O. Box 10028 ELECTRICAL SWITCH GEAR 0 , College Station 77842 i 1 , 0 (979) 739-9944 0 °' #4 Bars 15" O.C.E.W. 4. Engineer: Mitchell & Morgan, L.L.P. U) 511 University Drive East, Suite 204 g" .! 4000 PSI Concrete College Station, Texas 77840 (979) 260-6963 M1 a E I O N a N V I 5. Zoning: R-4 (Multifamily) // \\ �6" 6. ExistingUse: Undeveloped -Vacant Use: am Proposed UMultifily p j�\/�\/�\/�\/Lime Stabilized Subgra/�\ ��\�� 7. Setbacks: Per City of College Station Ordinances l Z 8. Overall Site Area: 16.40 acres Phase 3 Area: 4.08 Acres STANDARD COACRETE RAVEMENT DETAIL 9. Water Demands (Per Unit) : Min.= 0.00 gpm, NTS Avg.= 1.53 gpm, Peak= 5.65 gpm 10. Sanitary Demands: 1600 GPD Max., Min.= 0 GPD, g" Avg. = 400 GPD (Per Unit) ,p 3 11. Overall Height of Buildings: 40' to top Ridge y, 12. Because the dumpster screens are located within utility easements, the property owner will be responsible for the replacement of the screens if it becomes necessary to remove 3' them for utility construction . and/or maintenance. �• ci5/ 13. Proiect Information: PH 3 = 115 tJNITS Tr, TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS PHASE 3 ONLY) PARKING REQUIREMENTS Total Type 3 & 4 Bedrooms = 219 Per LIDO - Multifamily Dwelling: EX. 6" / >� ,> GENERAL CONSTRUCTION NOTES: Required Parking = 219 * (1.00) =219 3 & 4 Bedroom Units = 1.00 space/Bedroom / r0, - - - - - - - �'/ ' 1. It shall be the responsibility of the Contractor to verify the exact location of ALL SAN. SEWER Q Total Type 2 Brms (<130 s.f.) = 16 2 0edroom Units (BR<130 sf)= 1.25 space/Bedroom (PRIVATE) // �/f " �� i existing underground utilities. Furthermore, the Contractor shall contact all utility Required Parking = 16 * (1.25) =20 2 & 1 Bedroom Units = 1.50 Space/Bedroom / / �� company representatives q minimum of 48 hours in advance of any excavation. Total Type 1 & 2 Bedrooms = 38 Required Parking = 38 * (1.50) =57 Handicap Parking per Table 2 Section 4.1.2 of TAS: a. Contact Dig Tess © 1-800-344-8377 REQUIRED PARKING SPACES 296 Spaces 151 - 200 Parking spaces ->6 Accessible Spaces Required j/ >�t .' �' I�}(�%Q� b. Contact Kimber) Winn ®ATMOS 774-2506 PARKING PROVIDED PHASE 3 292 Spaces 200 - 300 Parking spaces ->7 Accessible Spaces Required / / tiF Ll U LILT, y 301 - 400 Parking spaces ->8 Accessible Spaces Required /S / C. Contact Mike Lavender ® Suddenlink 846-2229 - / PHASE 1 A 1 B 1 C 1 D 2A 2B & 3 401 500 Parking spaces ->9 Accessible Spaces Required / f ,,. 4" o d. Contact Isabel Cantu @ BTU 821-5770 Total Type 3 & 4 Bedrooms = 513 501 -1000 Parking spaces ->2� of Total Parking Spaces �5' P.U.E. / r R E �f` t q 1 e. Contact Mitchell Gas ©779-4460 Required Parking = 513* (1.00) = 513�\ (VP L 286513, / r'�f:.''\ ICES' f. Contact Union Pacific Resources ®778-8525 Total Types (<130 s.f.) = 16 PHASE 1A. 1B. 1C. 1D. 2A 2B & 3 G ) / 2 Brm ile g. Contact Richard Wallace © Verizon 821-4752 Required Parking 16 (1.25) -20 CUMULATIVE PARKING SPACES: 706 parking spaces Total Type 1&2 Bedrooms = 91 CUMULATIVE ACCESIBLE SPACES REQUIRED: 706 * 2%= 14.12 \ / e' p h. Contact Gilbert Martinez @ CSU (ELectrical) 764-6255 Required Parking = 91 * "(1.50) =137 14 H.C. SPACES REQUIRED (CUMULATIVE) / ` i. Contact Butch Willis ® CSU (Water/Wastewater) 764-3660 REQUIRED PARKING SPACES 670 Spaces 18 H.C. SPACES PROVIDED (Includes 4 Von Accessible) �\ / / ;�73� \`* / n, Jq,l PROVIDED PARKING SPACES = 706 Spaces \ �4�w�s, 4 / / 2 All construction shal be in accordance with the current City of College Station PHASE 3 (ONLY) ,;% \ `, «��w yY�gE�TB�t3K= �\\, � �; �/^q ./hy *q.& <3 Fygy,.lx ba, �s4'C yF :^`k l f 1 .a" x f,/ °�_' (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical PARKING SPACES: 292 parking spaces Specifications, ter and (Sewer and Generals 2012 and BCS Unified Des' Details. ACCESSIBLE SPACES REQUIRED: 292 * 2%= 5.84 EX. 6",.>,,�'' -' p I atlons, Wa Design De ails . SEWER , . �y . '• � � All inspection shalt be erformed b the staff of the Cit Engineer of C.S. All ACCESSIBLE SPACES PROVIDED 6 H.C. SPACES ON THIS ASE \\ SAN % � �� : � ..r „--- , ._h � \ � p P L • Y y g (PRIVATE) construction shall be coordinated with the City of C.S. City Engineer. g „ 3. In lieu of using the ,construction materials indicated in these plans, the obtain written approval from the Cit Engineer \�,/ ' 1 i � ``°.< \' �''� �•" ��-•-•�-... : n ,-. '�'=: �.../�'° �',t,s,�>::_.� '' - ,�\�'°�<.'. SE`9�� Contractor shall ob Pp Y for any substitution 30 168 UNIT BUILDING 3 STORY 28 10 4298 * 3 = 12$94 SQ.FT. ulc vwncr a cxNcnac, w NVIlly ulcac �Lulluuaua. /Ally IcLcauny uuc w auuawnuulu * _ / ' �\ -\\\ 1 t z. 9 i a expense of the Contractor. 31 4A UNIT BUILDING 2 STORY 19' 4" 2239 2 4478 SQ.FT. / „' s % < s , ry work shall be at th p h Structural areas shall include all / P.U.E. �..; ', �x ,� * _ f X7.5 .I. / , ti \ F�:U.E. ,, > y 32 168 N BUILDING 3 STORY 28 10 4298 3 12894 SQ.FT. '� ti / ,a = `' sidewalks and shall extent: 5 beyond the curb lines of all streets, alleys and parking .(VOL 9515, / \, ry PG.150) '� / �� % FIRE S > areas. / 18' 2 6. It is the responsibilil of the contractor to comply with all State and Federal /3°0.IYP,C Regulations regarding con tt uction activities near energized overhead Dower lines. 3 m FIRE DEPARTMENT CONNECTION C WATER METER ry LL Op FIRE HYDRANT -•- SANITARY SEWER CLEANOUT U C :....... ................ ... STORM DRAIN CURB INLET .............................. .:. 77689 I S CCo L ' w 1.1 ELECTRICAL PULL BOX N ELECTRICAL SWITCH GEAR 0 , o_ i 1 , 0 W Q O KNOX 1 , � \ �•s i#� sir 41.6' DTLI I :R1 5 26, `FIRE HYDRANT I BY OTHERS R.O.W. ; DEDICATION 5y'X55' CROSS ' ,' �� . COESS EASEMENT I (i 1- Q /100) _-----+---:-------- --- -moi f w 1;5' , t P.U.E. � i o' (11092 a_ I /100) 0 ,t C a- ` N 1 W S , YI J _J 1X2 CEDAR NAILER o ON FRONT SIDE Z N W o 2X4 TREATED 00 ' (✓� LANDSCAPE POST TREATED 2X4 TREATED -/ OE _ OE CEDAR FENCE PLANKS I I , _SS 18 -SS v - -- UJ , , / g,.. :(f _ ... I -- K\ •` _ _ 18 -SS. 18 :'`! 4 ;3-12:-x'12 / : '' �e (PVT) ° ...6 s,.., '��`. `, :., .? .,,.�..,.... nx :, \ '��`' 18-ss 18 ss _ _ _ _ l f 7!- + ,'within 150' of the subject) lot, measured from a point five feet above rade. Such f, J - , , _ _ - - - - - - - - DUMPSTER ;�,� 5 /�`'� , I , . , r ,r .( screening -shall be coordinated with the building architecture and scale to maintain a :�..,.: PADS /,< c g g s t i = 7 5 � - �, - - - e-' . unified appearance. _ 1 1 15 ,meq `t , R1 I 6 EX 1 All soli exposed b construction shall receive cellulose fiber u cseeding. PUE. m I h .. s v.L,.. ->. , , , .. m _ w , 5 3, a. � .e c b ., f '.zi .>3r ✓ _ ._ t i ::_. .._... , . , _.. H. . .. ... *° Y,. -,.f.s,. �.a: ., _<.�a'^x of� .,a` - <,_ •. � ,K ".. �t.� <,> z � r• < •",,, �" ,r _ _ ,.,_ -.� ,s ,. ts_,3,J_�� r •-, __, � �. r;r,, � .Y ,if.< . .0_. f > ��, SAN. SEV .�. 91 5 t ,.. .. 1 Fire suppression Imes shall have a lockable bIe II d on the Isolation valve. e. T e lockable able(11092 VAT lid shall, at a minimum su I protection as the AMPro USA LL562-WA locking lid. ~x�., <. 6 Alternate lockable lid shall be approved by Collegee Station Utilities Director or his/her _. :?�`�.'•�x.�2.�`S.:E -k .B�3.hC. a,=o._ 1f �, _. �,a ..._ .:. g .. t< . mr, .. ;s•.5 . >rte. Nr ,. .. ... .:I .. S designee. .� ,. a ��TER 18. Exterior lor Buildinand site lighting will meet the standards of Section 7.10 of theU: �METER ,'.. > >r fr : :.•.`:`ax_. � ..I �,, aro _ '� 2.. � � c >•r� , l..t ... _ . . S m. S'. r . i, .. �a: a ., .,, _ , , r�, , *e I:- .. . e ...<...,xa.... 4 ..»>�, 3 ; ,� �,r ., E �:. � � >; � , > > >. > ,R . ;x Unified Development Ordinance. The light source shall o �:�� . �, •.r.,�� a� .. � x � .. .. m II n t project below an opaque :.< , / P 9 LK fi . , .. _ _ : • : _ , : . :.. • : � . _ . •,.- � ,z., ,, ^.. _ .,. .. _ .. . _ .. _ _.... _ _ _, . �► I _ ..,?'``�i ., housing and no fixture shall directly Droiect light horizontally. Fixtures will be mounted WATER � . .. _ _ . ... _. LINE BY OTHERS e 20' BUILDING ! SETBACK R1 5' '• CONNECT TI F�C EX- 8�WATER FIRE DEPARTMENT CONNECTION F.979.260.3564 WATER METER 2X4 TREATED- / ._., x- 17 16.0$ i r z L� : ,.1 •- 23 ., � . ', � �` � l � �,: � 16. k a� � 1 I C, 5, E ' s _ I _ _ Ell .._ .. rr':... k, .. ,,x., .., .? rn,.. s ., ... .. , ,. `:E .f...w..i, , _,...., ---,"--' ..fie iy _zd,.. ( ............. k BUILDING M SETBACK 2X6 CEDAR TOP PLATE rE 7' �l 14' DUMPSTER FENCE ELEVATION NTS 1� 1�. FIRE DEPARTMENT CONNECTION F.979.260.3564 WATER METER 511 UNIVERSITY DR E EAST SUITE 204! Ii WATER VALVE Op FIRE HYDRANT -•- SANITARY SEWER CLEANOUT U 6 :....... ................ ... STORM DRAIN CURB INLET .............................. .:. 77689 SS70NAL �NVI I� II I RAMP WITH ADA PAVERS L ' TRANSFORMER PAD 1.1 ELECTRICAL PULL BOX H ELECTRICAL SWITCH GEAR N L n O U i 1 0 0 14' DUMPSTER FENCE ELEVATION NTS 1� 1�. FIRE DEPARTMENT CONNECTION F.979.260.3564 WATER METER 511 UNIVERSITY DR E EAST SUITE 204! Ii WATER VALVE Op FIRE HYDRANT -•- SANITARY SEWER CLEANOUT U SANITARY SEWER MANHOLE :....... ................ ... STORM DRAIN CURB INLET .............................. .:. 77689 SS70NAL �NVI ty' RAMP WITH ADA PAVERS L ' TRANSFORMER PAD 1.1 ELECTRICAL PULL BOX H ELECTRICAL SWITCH GEAR II I T.979.260.�963 F.979.260.3564 TX. FIRM # F'1443 511 UNIVERSITY DR E EAST SUITE 204! Ii COLLEGE STATION, 77840 PLAN & DESIGN SPEC] LISTS IN CIVIL ENGINEERING H RAULICS HYDROLOGY * UTILITIES � STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmor an.com Firm I #F-1443 11/20/13 PSE OF TFC LP 9 :....... ................ ... VERONICA J.B. MORGAN .............................. .:. 77689 SS70NAL �NVI i NOVEMBER 2013 Designed by: VJBM Drawn By: JUJ Checked By: VJ,BM Z 0 0 H LL_ N L n O U 0 0 U) N r M1 a E I O N a N V I N t7 a o N N l Z O N lit �a I w 3J�o OI j� lO I -A -- - fig ONIU33NION3 I KI Is 13303—l"103 L--------- __ - _ ... -1r i-. (.�._.(1{KILN - - - - - - - - _ Dp:znQ �6t1d�lC, m -111 ��3 IM -d L?591"1�wH " "6 3 n d OZ aalM Cn0 }slx3 -3- 5 56 PA " i P a q Ll , n an in � 3•n'd L91� '� Y¢ tt x. T rAd r s GA a sdwn � / .... JNV N VT 3a j €#^^ � w P d `-- d ,Z L X,Z L=Zre}suanO w ; aa13 dad Lx l C? i ,Z l ,Z Laid - .a ELL 'XvW 0do 0091 DO (NIW) WdO x� y: rse5'h: (3AV) WdO 29-L (>iV3d) WdO O (llNn 83d) 2131VM OUS311400 L8 LL L = 2 * 6ZL2 --1 1 Q) �'. �Z -*.< rTl (n O _ J 9Z8L �To � (I llNn dZ r ZZOOL = Z * 4L09 ° llNn 3Z 'I.1'OS 8202 L = 2 * 9t9t = ON10IIne ilNn H F• 8202 L = 2 * 9t2t 1 "'{ ilNn OG y 8202 L = 2 dd = 01\110llne j/ Ij 0' = Z * 0 L09 = ONIOgIne pp i a „ .�� A ilf tip. �,�� As a L-I'OS Z9 L L L = 2 * 6ZL9 = ONI0gine C/D J�'OS �L�LL = C * LLL2 = 01\110llne • 14'OS 8202 L = 2 * 9tct = ONIOnins r� *iA*OS 'BOZO L = Z * Z01.9 = ONIOgIne O (J'0S 9Z6 L 1. = 9 * 9/62 = 01\1I0llne rn D o p -,0 n On rn C y O L-1'OS O z warn :Ae Pa>IoayO rnr :48 uMDaO WBrA :Xq peubisap 21,0Z 2138W3AON llNn 3 L ... O. 0 .0 699LL O ,° Nd9HOW '8'r V01TT .............................. y..... = ON101Ine iVoz/ I svvI--4# F,,,id w00•UD aOwpUDIIayO}!w'MMM SNOISIA108nS * SNVld 311S S1338iS S311ni1n * A001021OAH S3nnv8MH ONIa33NION3 1IA13 NI S1SnVl03*dS NOIS30 V NVld Ot8LL Xi 'NOIIVIS 3031100 -VOZ 311nS 1SV3 3A180 UIS2J3AINn L l9 £tt L —j # N81A -xi t952'09Z'6L6•J 2969.09Z'6L6'1 NVEMONd -A -- - fig ONIU33NION3 I KI Is 13303—l"103 L--------- __ - _ ... -1r i-. (.�._.(1{KILN - - - - - - - - _ Dp:znQ �6t1d�lC, m -111 ��3 IM -d L?591"1�wH " "6 3 n d OZ aalM Cn0 }slx3 -3- 5 56 PA " i P a q Ll , n an in � 3•n'd L91� '� Y¢ tt x. T rAd r s GA a sdwn � / .... JNV N VT 3a j €#^^ � w P d `-- d ,Z L X,Z L=Zre}suanO w ; aa13 dad Lx l C? i ,Z l ,Z Laid - .a ELL 'XvW 0do 0091 MO -14 30V83M3S (NIW) WdO 00.0 (3AV) WdO 29-L (>iV3d) WdO 99'5 (llNn 83d) 2131VM OUS311400 ' 14'OS SLtt = Z * 69ZZ = Mama IINn vi '.L-I'OS t LL9 = Z * L992 = ONIO-line llNn 89 1A'OS L8 LL L = 2 * 6ZL2 = ONI01Ine llNn v9 4'OS 9Z8L = Z * tL62 = ONimine llNn dZ '14'OS ZZOOL = Z * 4L09 = ONIO-line llNn 3Z 'I.1'OS 8202 L = 2 * 9t9t = ON10IIne ilNn H '13'OS 8202 L = 2 * 9t2t = ONimine ilNn OG l l'OS 8202 L = 2 * 9t9t = 01\110llne llNn vG • 14'OS OZ00 L = Z * 0 L09 = ONIOgIne llNn O8 L-I.OS 0996 = Z * 08Lt = ONIOIine llNn d8 L-I'OS Z9 L L L = 2 * 6ZL9 = ONI0gine llNn J�'OS �L�LL = C * LLL2 = 01\110llne llNn 86 14'OS 8202 L = 2 * 9tct = ONIOnins llNn v6 *iA*OS 'BOZO L = Z * Z01.9 = ONIOgIne llNn epi, (J'0S 9Z6 L 1. = 9 * 9/62 = 01\1I0llne llNn v0 L ' L-I'OS L*921. = 2 * 6t9t = ONI01I(1e ilNn 0l L L-1'OS OZ921. = 2 * Ot9t = ONimine llNn 3 L L-I'OS -b68ZL = 2 * 86Zt = ON101Ine llNn 8 L 'lJ'OS 99LZL = 2 * 990t = ON10IIne llNn v L (S8OOl3 Z V 2) 3dJU_ )le 39V1003 38vnoS ONI011119 7 ?+" Z-' ess f \ NC VL AV/ V/\ItlU - , r nt G rsr _ t .r. a - t Y" nM—e "- - — swooipaq s !u n / r P q L , Ilk VV -943 , . �.�� _� �_ (( `a 8 Z / �. 98 �.. r Al, .. ub r � `� .— � � ._i . , t�..., z Z{! _ 3 id--•�-^, 3NVl _ ..:.:..�... .: ,t.: O .' , :. 3NV1: 2k . ......_ .. -- g -- _ < y k u � r � _ , .. _ .: swooipaq _ .. _ — q� 9 sl!un 0 N , .�n swooipaq _ x x s lu 7 _ _ to , , _ ,� ,---,-•- K <. r: ,. swoo _ i w p� ,� � a.. m r fr -_1 �x�� t ^� .t -« z, �t •s . S w 00.1 a _ , :� .n r t -s' .<.✓, L` ✓hi,% ,. ,,. �'. 4, .n �' .. , a. '____ _"`_.^.. .. 3 -: F#.' .' �. � � s f`.<,.' 'n"i : `,2 OL 0 - \ F R 3f} swoO�Paq 0 - (q�xZ + q•bx9) s lun _ ;� 01; a e3b it II 00 l / s S 8=SW002103e Iv101 / / \ SW2108 8L=(ON10ilne llNn vL )*c ua�a isua . " SW2J08 97 (ONi0lln8 mor) O8 )* i P -1 A4, Q b :ONINOZ 1N321an3 }slx3 \\,�� / / \ \ SW2J08 81.=(ON10lin8 ilNn j8 )*2 • F (03llVld ION) 1lc i,. _aa #ih\ .::l� / '� / I SW2J08 Z L =(ON10glne llNn vt )*L + SW2108 8 L =(ONI0llne llNn 89 )*L �I � i SW2108 ZZ =(ONIOgine llNn v9 )*4 x 99 9 r / / \ \ p smiae LZ =(ONI0gine llNn JL )*l, g € o i SW2108 99 =(ON10line ilNn 3L )*Z_ gzxz �,' // / \ \ 1, SW2108 99 =(ONI0line ilNn 0L )*Z L // \ i SW2J08 8Z =(ONI0lln8 llNn OL )* L / / \ SW2108 8L=(ON10ilne llNn vL )*c ua�a isua . " SW2J08 97 (ONi0lln8 mor) O8 )* i P -1 A4, Q b :ONINOZ 1N321an3 }slx3 \\,�� / / \ \ SW2J08 81.=(ON10lin8 ilNn j8 )*2 • F (03llVld ION) 1lc i,. _aa #ih\ .::l� / '� / I X08 llnd 1V31a10313 T3'bs 0917 :032JInM3 J ONVISI 0N3 80I2131N1 V2J1X3 swooipaq 0 = (q LxZ + gZxO + gtxg) �. s}!un v1. 98 0 0 1nONV310 2l3M3S A8UNVS �I � 1NVa0AH 381-4 - swooipaq P q 9Z x = (qZ 0 + x 99 9 + x q�b Z) s !un }. 38 L --, -' g € -s "6 ' .P a P.Aoad €bul�lMd aA11DlnwnO swooaPaq 0 = (g LXZ + gzxz + gtx-b) _ s}!un g - 0 _ L O606 s• 6u1 aDd pa.rinbad aA!}Dlnwn0 aSDgd 6uNJDd swooapeq p = (q LxZ + 9zxg + gt,xZ) s}!un e6 -� 0 OL =SilNn W002J038 t V 2 (Hae)L*8+(2iae)Z*t+(dae)2*t paplAoad swoo € a P g 0 = x (g L Z + x qZ Z + t,x 9 9) s Iun �. V6 0 `r' - , + gtxg) s d Z :•y S p aSDgd 6UIlMcl pa llnbad :6U!>laDd swooipaq 0 = (q Lx•b + g9xt + q{VxZ) s}lun e0i, 0 o bu'�Md waPq 0 paainbaa ( :(}SOC L>waPB Z ad/C1 swooaPaq 0 (q LXt + gzx•b + q{,xz) s}!un VO L I 0 X D s}!un sic g� :6u1>iaDd pa llnbaa swooipaq 0 _ (q Lx9 + g2xZ + gtxg) s}lun OZ L 0 �i Z „ + gZxZ waPq Z2 :waPB Z V L ad,Cl suaooaPaq ZL = (q Lx8 + gCx•b + q•bxt,) s}!un 39L Z C7 1.9 :buiMiDd S.092L :bui>iiDd paalnba.l swooaPaq t9 = (q Lx8 + gZxp + g2x8) s}lun 09L Z x + qt 9) spun }. waPq 92L :waPB t �g 2 adkcl swooipaq 0 = (q Lx8 + gzx-b + q2x• ,) s}!Un V9 L 0 I(� V 9 edXi swooipaq 95 = (q Lx8 + gZxt + g2xt) s}!un V9 L -'' Z m I swooipaq p / s}lun 0 tb, asoua = (g2xZ / / \ SW2108 8L=(ON10ilne llNn vL )*c ua�a isua . " SW2J08 97 (ONi0lln8 mor) O8 )* i P -1 A4, Q b :ONINOZ 1N321an3 }slx3 \\,�� / / \ \ SW2J08 81.=(ON10lin8 ilNn j8 )*2 • F (03llVld ION) 1lc i,. _aa #ih\ .::l� / '� / SW2109 99=(ON10line ilNn 8 )*£ SM08 0Z=(ONI0line llNn 86 )*l, tl \fit E \ SHWle 9Z=(ON1011ne llNn V6 )*L ON1011n8/2108 ZL=(2108) *b SNW18 -VZ =(%%chine ilNn 804}*L :9NI0lln8 jae vs, SW2J08 OZ=(ONI0llne llNn vol)* L I I \\ \\\ SW2108 L2 (ON10line llNn 0z L)* L ONIOline /2108 81.= 2108 2*9 \ SMAC19 ZL=(ONIOIine ilNn 39 L)*Z ( } SW2J08 8Z L=(ONICIline llNn 89 L)*t :ON10lln8 llNn 89 } \ SW2108 99 (ONIOIIne ilNn v94)*Z 9N1011ne/2108 ZZ=(2108) *Z+(2108)t*t I \ :ON10line llNn v9 s 3 S 0 O I nl0 ONIOlInB/2108 LZ=(2108)` *L I \\ 038ino32J (831SdWn0 a8,k-85 OZ :9N1011ne llNn AL ' t \ 1SdW0 99'6 L= ('n'0/1SdW0) 9 L/'n'0 £ Lc ONimine/809 8Z=(8Ge)t*L \ \\ :ONiOline ilNn 3L €` SIM 9Nn13M0 CLC -=1V101 ON10lln8,/2108 8Z=(2108)t*L J n'0 t=(ON10line ilNn vt )*l .(M00NIM AVG) :ONI0line ilNn 0L n'0 9=(ON10line llNn e9 )*L I n'0 9=(ONI0line llNn v9 )*L ON10line/wie ez=0jae)t*L n'0 L (ONIOIIne ilNn AL,)*[ :OMCIIine llNn _OL ! n'0 t L=(ON10line ilNn 3L )*Z = - i n'0 t l=(ONI0IIn8 lINJI 0L )*Z ONI0lln8/2J08 9Z=t2J08)�*Z+(2108)t*9 N n'0 L=(ONlmine llNn OL )*l, :9NI0llne ilNn VL € a \ n'0 LZ=(ONI0lin8 llNn VL )*2 n'0 8=(ON1011n8 llNn O8 )* L ON10lineAae 9Z=(doe) L*Z+(2108)t*9 :Mailne llNn 98 n'0 tZ=(ON10line ilNn d8 )*9 ' n'0 tZ (ONI0line llNn 8 )*c ON10llne/2108 9Z=(2108)£*9+ojae)t*Z n'0 6=(ON1mine llNn 86 )*L :9NI0mine llNn 38 n'0 6=(ONIOIine llNn V6 )*l, n'0 0 L=(ONI0line ilNn eo L)* L ON10lineAcie ZZ= n'0 O L=(ONIOIine ilNn v0 L)* L (2108) l*Z+(2108)Z*Z+(2108)t*t - n'0 Z L=(ON10line ilNn 0Z L)* L :9Niaiine llNn 8 € \ n'0 Zc=(ONI0line llNn 391.)*Z I�— 321nSOlON3 21_ 1sdma Al fd2JOdW31 Zi,X,ZL-L ® 301A02Jd 21V 10 H311MS 1V31N10313 n'0 t9=(ONICITne ilNn 891)*t ON1(]Tne/2108 OZ= X08 llnd 1V31a10313 T3'bs 0917 :032JInM3 J ONVISI 0N3 80I2131N1 V2J1X3 OVd a3wa0dSNV8i 'STN si€wn wo �. '`.. pa NOIIViS 3931100 / alp / :S30VdS ONIAi JVcl 2 l0 MN1 31OHNVN 83M3S AMVIINVS Q 1nONV310 2l3M3S A8UNVS —a- 1NVa0AH 381-4 -0 HMO S Md -n3HOlIW 13ANdH � m � N01103NNOO 1NRUWd3a 32!1-4 S'd 21,= 8 L'8 L= %Z * WiOl 606 - l S30VdS 0NIN2JVd 1V101 d0 %Z ` )N101ine/dcie OZ= :ONI>ldVd dVOIONVH (2108) L*t+(d08)Z*t+(2{08)t*Z swoo.IPaq 0 :9N101ine llNn v0 L + gtxt) = :S30VdS 9NI>IdVd 0301A08d Vg -ST � = :S3OVdS 9NDRIVd 03211n038 ON10llne/2108 19= o \ • : SW2J08 �Z 4=SW0021038 ZSRl. 3d.11 1v101 :M1011ne llNn 0Z L = (g2xL) S�OZ =(9Z' 1.)*9 L=9NI>i2JVd 032JIn0321 JL SW2108 91, =(d's 0C L>)SMJ8 Z 3dA1 1V101 9Niallne/2J08 92= S'd 669 =(0'1.)*669=ONDi21ad 038inO321 (2108)1.*8+(308)9*t+(2108)t*t smae 669=SW002103e t�89 3d)l 1v101 :ONIOIine llNn 39t SW2109 99=(ON10line ilNn 8 )*£ SM08 0Z=(ONI0line llNn 86 )*l, tl \fit E \ SHWle 9Z=(ON1011ne llNn V6 )*L ON1011n8/2108 ZL=(2108) *b SNW18 -VZ =(%%chine ilNn 804}*L :9NI0lln8 jae vs, SW2J08 OZ=(ONI0llne llNn vol)* L I I \\ \\\ SW2108 L2 (ON10line llNn 0z L)* L ONIOline /2108 81.= 2108 2*9 \ SMAC19 ZL=(ONIOIine ilNn 39 L)*Z ( } SW2J08 8Z L=(ONICIline llNn 89 L)*t :ON10lln8 llNn 89 } \ SW2108 99 (ONIOIIne ilNn v94)*Z 9N1011ne/2108 ZZ=(2108) *Z+(2108)t*t I \ :ON10line llNn v9 s 3 S 0 O I nl0 ONIOlInB/2108 LZ=(2108)` *L I \\ 038ino32J (831SdWn0 a8,k-85 OZ :9N1011ne llNn AL ' t \ 1SdW0 99'6 L= ('n'0/1SdW0) 9 L/'n'0 £ Lc ONimine/809 8Z=(8Ge)t*L \ \\ :ONiOline ilNn 3L €` SIM 9Nn13M0 CLC -=1V101 ON10lln8,/2108 8Z=(2108)t*L J n'0 t=(ON10line ilNn vt )*l .(M00NIM AVG) :ONI0line ilNn 0L n'0 9=(ON10line llNn e9 )*L I n'0 9=(ONI0line llNn v9 )*L ON10line/wie ez=0jae)t*L n'0 L (ONIOIIne ilNn AL,)*[ :OMCIIine llNn _OL ! n'0 t L=(ON10line ilNn 3L )*Z = - i n'0 t l=(ONI0IIn8 lINJI 0L )*Z ONI0lln8/2J08 9Z=t2J08)�*Z+(2108)t*9 N n'0 L=(ONlmine llNn OL )*l, :9NI0llne ilNn VL € a \ n'0 LZ=(ONI0lin8 llNn VL )*2 n'0 8=(ON1011n8 llNn O8 )* L ON10lineAae 9Z=(doe) L*Z+(2108)t*9 :Mailne llNn 98 n'0 tZ=(ON10line ilNn d8 )*9 ' n'0 tZ (ONI0line llNn 8 )*c ON10llne/2108 9Z=(2108)£*9+ojae)t*Z n'0 6=(ON1mine llNn 86 )*L :9NI0mine llNn 38 n'0 6=(ONIOIine llNn V6 )*l, n'0 0 L=(ONI0line ilNn eo L)* L ON10lineAcie ZZ= n'0 O L=(ONIOIine ilNn v0 L)* L (2108) l*Z+(2108)Z*Z+(2108)t*t - n'0 Z L=(ON10line ilNn 0Z L)* L :9Niaiine llNn 8 € \ n'0 Zc=(ONI0line llNn 391.)*Z I�— 321nSOlON3 21_ 1sdma Al fd2JOdW31 Zi,X,ZL-L ® 301A02Jd 21V 10 H311MS 1V31N10313 n'0 t9=(ONICITne ilNn 891)*t ON1(]Tne/2108 OZ= X08 llnd 1V31a10313 T3'bs 0917 :032JInM3 J ONVISI 0N3 80I2131N1 V2J1X3 OVd a3wa0dSNV8i _ S83AVd VOV HAM dwVa '`.. 131w ean3 NlVaa wools :S30VdS ONIAi JVcl 2 l0 MN1 31OHNVN 83M3S AMVIINVS Q 1nONV310 2l3M3S A8UNVS —a- 1NVa0AH 381-4 -0 3A1VA 831VM � MAN a31VM � N01103NNOO 1NRUWd3a 32!1-4 S'd 21,= 8 L'8 L= %Z * WiOl 606 aN3a31 2Z'ZZ9 =A913 `61.'99666 LO L =.1 ' L9' L9t2992 =X '8 L8Z Wd H N0110MJ31N1 d0 H12JON ,OOZ 'X02JddV 3AR10 NVY43110H 30 3 H1nOS NO 98no HO d01 NO in0 38vnoS :�i21VWHON38 103PC n'0 t9=(ONICITne ilNn 891)*t ON1(]Tne/2108 OZ= '7T5s U6TTT :0301AM:ld ONVISI 0N3 21012131NI V211X3 1v101 T3'bs 0917 :032JInM3 J ONVISI 0N3 80I2131N1 V2J1X3 'JJ'OS 08L'6 =(140S 081.)*L9 L9='S'd 9L/'S'd 99L :032JIn032J V321v 3dVOSONVI 21012J31N1 V2UX3 S'd 99L :S30VdS ONIAi JVcl 2 l0 MN1 S'd 9t L :S3OVdS ONIA1 JVd 1V213Hd12J3d SN011`dl(1DWD GNVr Sl �JOI?J31Nl - L 9NI011ne/aie tZ= 2Z'ZZ9 =A913 `61.'99666 LO L =.1 ' L9' L9t2992 =X '8 L8Z Wd H N0110MJ31N1 d0 H12JON ,OOZ 'X02JddV 3AR10 NVY43110H 30 3 H1nOS NO 98no HO d01 NO in0 38vnoS :�i21VWHON38 103PC n'0 t9=(ONICITne ilNn 891)*t ON1(]Tne/2108 OZ= n'0 Z2=(ONIOIine llNn v9 L)*Z (2108) l*Z+(d(18)Z*9+(2J08)t*Z swooipaq 2LZ / :9N10llne llNn 86 5 4 i, (SllNn ONn13Md 9 L/2131SdWn0 0211 8- L :IN3WdOl3A30 rlllWv311lnW- Oan d3d) ON10line/2108 9Z= swooipaq Zi, (ale) L *z+(HGe)Z*Z+(d(le)t*9 s}!un :9NI0mine llNn V6 - L 9NI011ne/aie tZ= n 0 a s o S O' (8108) L*t+(d08)�*t+(2108)t*Z swooapeq 9L V :ON1011ne llNn am s}!un S'd 21,= 8 L'8 L= %Z * WiOl 606 - l S30VdS 0NIN2JVd 1V101 d0 %Z ` )N101ine/dcie OZ= :ONI>ldVd dVOIONVH (2108) L*t+(d08)Z*t+(2{08)t*Z swoo.IPaq 0 :9N101ine llNn v0 L + gtxt) = :S30VdS 9NI>IdVd 0301A08d Vg -ST � = :S3OVdS 9NDRIVd 03211n038 ON10llne/2108 19= �8 4 =(9' 4)*2Z L=9NI>i21Vd 03211n032J (2J08) L*9+(2108)2*Z+(2108)t*9 : SW2J08 �Z 4=SW0021038 ZSRl. 3d.11 1v101 :M1011ne llNn 0Z L = (g2xL) S�OZ =(9Z' 1.)*9 L=9NI>i2JVd 032JIn0321 JL SW2108 91, =(d's 0C L>)SMJ8 Z 3dA1 1V101 9Niallne/2J08 92= S'd 669 =(0'1.)*669=ONDi21ad 038inO321 (2108)1.*8+(308)9*t+(2108)t*t smae 669=SW002103e t�89 3d)l 1v101 :ONIOIine llNn 39t = (gt,xL) SYlW18/S30VdS 09' L CNIGllneAme Z£= 3L =S11Nn W0021038 L V Z 0jae)L*8+(2108)2*8 SV*J08/S30VdS 9Z' 1, :ONIOIine llNn e9 L =('d's 02L>210) S11Nn W0021038 Z = (q•bxL) SW2108/33VdS 00' 1, ON10IIn8/2J08 8Z= OL =SilNn W002J038 t V 2 (Hae)L*8+(2iae)Z*t+(dae)2*t :9Nn13M0 Alinviiiinvi -00n 2Dcl :ONI0lln8 llNn m '?31f11A8Dd S N 011`-4-1 f 1 DWO 31 l S 2Z'ZZ9 =A913 `61.'99666 LO L =.1 ' L9' L9t2992 =X '8 L8Z Wd H N0110MJ31N1 d0 H12JON ,OOZ 'X02JddV 3AR10 NVY43110H 30 3 H1nOS NO 98no HO d01 NO in0 38vnoS :�i21VWHON38 103PC swooipaq 2LZ / s}!un 5 4 i, swooipaq Zi, = (g2xt,) s}!un Vt - L swooapeq 9L = (q£xg) s}!un 89 - l swoo.IPaq 0 = (g2xZ + gtxt) s}iun Vg -',', p : swooaPaq LZ = (g2xL) s}!un JL - L swooapaq p = (gt,xL) s}iun 3L - 0 swooaPaq 0 = (q•bxL) s}!un OL -, 0 swooaPaq 0 = (q•bxL) spun OL - p swooaPaq 0 = (g2xZ + gtxg) spun VL - 0 swooapaq 9Z = (q LxZ + gZxo + gtxg) spun O8 - L 90L :Papinoad bu'�Md anl}olnwnp swooaPaq Z9 = (g9x9 + gZxp + gtxZ) spun d8 - Z •s p g :bu!�IaDd paalnba2l eA!}oinwn0 swooipaq 0 = (q LxZ + gZxZ + gtxt,) s}!un 8 - 0 •s 6 :2 asDgd Pap!Aoad 6UI� Md swooipaq 0 = (q LxZ + gZx9 + gtxZ) spun 86 -; 0 's dTj. 6Z :2 S, pZ asDgd buhlJDd paalnbad :6uhlaod Pei. swooipaq 0 = (q L xZ + gZxZ + gtxg) spun V6 - p waPq 9 ( :(�s09 L>wipe Z adXi swooapaq -VZ = (q Lxt + g2xt + gtxZ) s}Iun 801, - 1, •s . 1.9 :buiMiDd paalnbaa swooipaq 0 = (q 4xt + gZxt + gtxZ) s}!un VO L - 0 waPq .wa 8� P8 Z ad�C V L 1 P g 0 (g L 9 swooaPaq + q� Z x + qt 9) spun }. OZ l p •s is 6 LZ :bui{mcl paalnbaa swoon a x t9 = (q Lx8 + x gZxO + g2xg) spun 89 L = Z waPq 6 LZ :waPB t V 9 edXi swooipaq 95 = (q Lx8 + gZxt + g2xt) s}!un V9 L -'' Z 2 asDgd swooipaq p / s}lun 0 swooaPaq 0 = (g2xZ + gt,xt,) spun 9 - : 0 swooaPaq 0 = (gtxL) sl!un 0L 0 :pap Aoad 6Ul>iJDd 9A!}Dlnwn0 swooipaq 0 = (gtxL) s}!un OL 0 :6u1>1 Dd palnba2l anlgolnwno swooaPaq 0 = (g2xZ + gtxg) s}!un VL p ��T :0i, s�0 :01. aSDgd Papinoad 6uhiaDd asDgd 6ul>{aDd paalnba2{ swooaPaq 0 = (q L xZ + gZxZ + gt,xt) spun g p s p :6uliIaod Ip paainbaa swooipaq 0 = (q LXZ swooipeq + gZx9 + gtxZ) s}!un 86 0 wapq :waPB Z V L ed�Cl 0 = (q LxZ + gZxZ + gtxg) s}!un V6 -1 0 s� p :builiDd paalnbaa swooaPag 0 = (gLXt + gZxt + gbxZ) s}Iun v0L - 0 wa q p :waPB t � 2 adkcl swooaPaq 0 = (q Lx9 + q£xZ + gtx9) s}!un 0Z L -1 0 d --OL asDgd swooipaq 96 / s}!un 6£ swooaPaq 0 = g2xZ + gtxt spun g - p swooaPag 0 = (gtxL) s}!un GL - 0 'sem :pap oad 6ui>IaDd an!}Dlnwno swooipaq 0 = (gtxL) s}!un 0L - 0 sem• 'T :6UI>I qd paalnbad ani}Dlnwno swooipaq p = (g2xZ -I- gtxg) spun VL - 0 'AZT :8Z Wil L I :8Z asoyd pap!Aoad 6u!>IaDd aSDgd buhlaDd paalnba21 swooipaq ZZ = (q LxZ + gZxZ + gtxt) spun g - 1, Tl �5 :bul>iaDd paalnbaa swooaPaq OZ = (q LxZ + gZX9 + gbxZ) s}!un 86 - L ua Pg 99 :w�PB :Z �g L_ adA'1 _„ swooaPaq p _ _=-(9.LxZ_ t. gZxZ +__fit x5_ su n� y6 _-:-.0 s ci-eg -:6Ul�Iaod paainbaa swoojpa9 OZ = (q Lxt + gZxt + gtxZ) spun VOL - L wap gg :waPB t � 9 adll swooipaq LC = (q Lx9 _ + q�xZ + gtx9) s}!un 0Z L -(I L 8Z asDgd s�- :Papinoad 6ui�aDd anI}DlnwnO swooapaq t,OL spun L2 ' 299Z :6U111 2L :VZ Dd paalnbad asDgd 9A!}Dlnwn0 6UIMJDd swoon a Pq 0 x = g�Z -! x qtt spun � 9 li0 'S'�1T :VZ Papinoad asoyd 6UI�Iaod paainb98 swooipaq 99 = (gtxL) s}!un OL Z •S. 1 g L :6ui�IaDd paimlbaa swooaPaq 0 = (gtxL) s}!un OL _ p waPq Z L :waPB Z v L ad4i swooaPaq 0 = (gCxZ + gtx9) spun VL - p -s-a Z6 :6U1>{aDd paalnbaa swooapaq ZZ = (q LxZ -I- gZxZ + gt,xt,) spun g - L waPq Z6 :waPB t V 2 ad�Cl swooaPaq 9Z = (q LxZ + gZxZ + gt,xg) spun 6 - 1, VZ asDgd ' d 6 :PaPIAad � :bul�.Md 6Ul>IaDd aA!}DlnwnO L 69 :O L paalnba2j aA!}DlnwnO asDgd Papinoad 6ui�aod swooaPaq p� / spun L s-dCg :01. asoyd bUlMJDd paambad swooaPaq 0 = (g9xZ + gtxt,) s}iun g -110 •S is 6 :6uhlaDd paalnbaa swooaPaq 8Z = (gtxL) spun OL -I L wapq ig :waPB Z V8 l adXl swooipaq 0 = (g9xZ + gtxg) s}!un VL p - s7l -Vt :6uhland paalnbaa swooapeq ZZ = (q LxZ + gZxZ + gtxt) spun g - L wapq tt :u pe t � 2 ad/(.L swooipaq 0 = (q LxZ + gZxZ + gtxg) spun g - 0 � L asoyd �d p9T :pap! oad 6u!>laDd ani}DlnwnO S p :6UiiI od paalnba2j aA11DlnwnO swooaPaq Z5 / giun spun ti, •sem :8-1, :8l aSDgd pap!Aad 6ul>IaDd asDgd umclDd paalai swooaPaq 0 = q£XZ + gtxt, . p •s�tc- -p :6ui�{aDd i paalnbaa swooipaq p = (t,xL) waPq 0 :waPB Z V L ad4l swooaPaq Z9 = (g2xZ + gtxg) s}!un S. Zg :6uhlaod paalnbaa swooapeq 0 = (q LxZ + gZxZ + gtxt) s}!un g p waPq, Z9 :waPB t V 2 adX_L swoojpeq 0 = (q LxZ + gZxZ + gtx9) s}Iun 6 ,p 8 L asDgd Wd 09L :pap! oad 6U1 aD aAl o nwn 3`�� :bu[ IaDd paalnba2i an!}DinwnO swooapaq gt, / s}!un L S'dC :VL s•�$ :v1. asDgd pap!Aoad 6UliIaDd asDgd 6u!�IaDd paamba2{ Swooapaq ZZ = q£xZ + gtXt s}!un g - ! L •sic• ' wapq p :6uhland paalnbaa swooapaq p swooaPaq 9Z = (gCxZ = (gt,xL) + spun spun OL - 0 - P :wipe Z V L ad,(l gtx9) VL 1, •Ss gt, 1 :6ul>{aDd paalnbaa swooipaq 0 = (q LxZ + gZxZ + gtxt,) spun g - �i 0 wapq 8t :waPB t V 2 edXi : swooaPaq 0 = (q LxZ + gZxZ + gtxS) s}!un 6 - (p W s hens I s 2Z'ZZ9 =A913 `61.'99666 LO L =.1 ' L9' L9t2992 =X '8 L8Z Wd H N0110MJ31N1 d0 H12JON ,OOZ 'X02JddV 3AR10 NVY43110H 30 3 H1nOS NO 98no HO d01 NO in0 38vnoS :�i21VWHON38 103PC PROJECT BENCHMARK:- SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 TOTAL BEDROOMS: 16A UNIT BUILDING: - Phase 1A 3 & 4 BEDROOM UNITS= =28 BDR/BUILDING 1.00 SPACE/BDRMS 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 48 p.s. 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 - 7C units (7x4b) = 0 bedrooms REQUIRED PARKING SPACES: = 904 P.S. required Required Parking parking: 0 R. S. Phase 1A: 48 p.s. 1 - 6 units (4x4b + 2x3b) = 22 bedrooms Parking Provided Phase 1A: 150 12.s. 13 units / 48 bedrooms =24 BDR/BUILDING Cumulative Required Parking: 48 12.s. SEWERAGE FLOW 5*4(BDR)+2*2(BDR)+2*1(BDR) = 4346 =26 BDR/BUILDING Cumulative Parking Provided: 150 p.s. Phase 18 = 3771 2*4(BDR)+5*2(BDR)+2*1(BDR) 2*(16A UNIT BUILDING)= 32 D.0 0 - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 - 8 units (4x4b + 2x2b + , 2x1 b) = 0 bedrooms required parking: 52 p.s. 2 - 7A units (5x4b + 2x3b) = 52 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 - 7C units (7x4) = 0 bedrooms 3*( 7A UNIT BUILDING)= 21 D.0 required parking: 0 P. S. 7A UNIT BUILDING: 2*( 7D UNIT BUILDING)= 14 D.0 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING 2*( 7E UNIT BUILDING)= 14 D.0 , Required Parking Phase 18: 52 p.s. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 113: 0P.S. 14 . units / 52 bedrooms 7*4(BDR)=28 BDR/BUILDING Cumulative Required Parking: 100 p.s. 10022 7E UNIT BUILDING: 314 D.U./16 (DMPST/D.U.) =19.62 DMPST 7*4(BDR)=28 BDR/BUILDING Cumulative Parking Provided: 150 p.s. Phase 1 C (NOT INCLUDING TEMPORARY DUMPSTERs) 6A UNIT BUILDING: 2*(16A UNIT BUILDING)= 56 BDRMS 0 - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm 1 - 8 units (4x4b + 2x2b +..2x1b) = 22 bedrooms required parking: 44 p.s. 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 6 bdrm 1 - 7C units (7x4b) = 28 bedrooms required parking: 9 P. S. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1C: 53 p.s. Parking Provided Phase 1 C: 59 12.s. . 15 units / 50 bedrooms 1*( 6B UNIT BUILDING)= 18 BDRMS Cumulative Required Parking: 153 0•�, TOTAL BEDROOMS= 838 BDRMS Cumulative Parking Provided: 209 p.s. Phase 2A 1 - 9 units (5x4b + 2x2b + 2x1 b) = 26 bedrooms Type 3 & 4 Bdrm: 92 bdrm 1 - 8 units (4x4b + .2x2b + 2x1 b) = 22 bedrooms required parking: 92 p.s. 0 .- 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 12 bdrm 0 - 7C units (7x4b) = 0 bedrooms required parking: 18 p.s. 2 - 7D units (7x4b) 56 bedrooms Required Parking Phase 2A: 110 .mss. Parking Provided Phase 2A: 73 p.s. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 263 p.s. 31 units / 104 bedrooms Cumulative Parking Provided: 282 12.s. Phase 213 1 - 12D units (5x4b + 2x3b +. 5x1 b) = 31 bedrooms Type 3 & 4 Bdrm: 58 bdrm 1 - 10A units (2x4b + 4x2b + 4x1 b) = 20 bedrooms required parking: 58-p.s. 0 - 9A units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 1 & 2 Bdrm: 35 bdrm . 1 - 96 units (2x4b + 5x2b + 2x1 b) = 20 bedrooms required parking: 53 12.s.Required Parking Phase 213: 111 1 - 8 units (4x4b + 2x2b + 20 b) = 22 bedrooms Parking Provided Phase 2B: 112 p.s. 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 374 p.s. 0 - 7C units (7x4b) = 0 bedrooms Cumulative Parking Provided: 394 o.s• 0 - 7D units (7x4b) = 0 bedrooms 0 - 6 units (4x4b + 2x3b) = 0 bedrooms 39 units / 93 bedrooms Phase .1 C—R 0 - 12D units (5x4b + 2x3b + 5x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 0 bdrm 0 - 10A units (2x4b + 4x2b + 4x1 b) = 0 bedrooms required parking: 0 p.s. 0 '- 9A units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 - 9B units (2x4b + 5x2b + 2x1 b) = 0 bedrooms required parking: 0 R. S. 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms Required Parking Phase 1C: 0 D's• Parking Provided Phase 1C: 19 p.s. 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 374 p.s. 0 - 7C units (7x4b) = 0 bedrooms Cumulative Parking Provided: 413 0 - 7D units (7x4b) = 0. bedrooms 0 - 6 units (4x4b .+ 2x3b) _ 0 bedrooms 0 units 0 bedrooms Phase 3 2 - 16A units 4x3b + 4x2b + ( 8x1 b = 56 bedrooms ) Type 3 & YP 4 Bdrm: 219 bdrm 2 - 16B _ units (8x3b + Ox2b + 8x1b) _ 64__ 4 bedrooms required -parking: g_ -s----- - --- 0 - 12D units (5x4b + 2x3b + 5x1 b) _ 0 bedrooms Type 1 & 2 Bdrm: 38 bdrm 0 .- 10A units (2x4b + 4x2b + 4x1 b) = 0 bedrooms required parking: 57 p.s. 1 - 106 units (2x4b + 4x3b + 4x1 b) = 24 bedrooms Type 2 Bdrm<130sf): 16 bdrm 0 - 9A units (5x4b + 2x2b + 2x1 b) 0 bedrooms required parking: 20 p.s. Required Parking Phase 3: 296 P•s• 0 - 9B units (2x4b + 5x2b + 2x1 b) = 0 bedrooms Parking Provided Phase 3: 293..0 1 - 9C units (3x4b + 4x3b + 2x1 b) = 26 bedrooms Cumulative Required Parking: 670 p.s. 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms Cumulative Parking Provided: 706 p.s. 2 - 8F units (2x4b + Ox2b + 6x3b) = 52 bedrooms 0 - 7A units (5x4b + 2x3b) = 0 bedrooms I� 0 - 7C units (7x4b) = 0 bedrooms II 0 - 7D units (7x4b) = 0 bedrooms 0 - 7E units (7x4b) = 0 bedrooms I� 1 - 7F units (7x3b) = 21 bedrooms I) 0 - 6A units (4x4b + 2x3b) = 0 bedrooms: l 1 - 6B units (6x3b) = 18 bedrooms I! 1 - 4A units (4x3b) = 12 bedrooms 116 units 7273 bedrooms l I Phase 4 - ( w 0 - 16A units (4x3b + 4x2b + 8x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 186 bdrm _J > 2 - 16B units (8x3b + Ox2b + 8x1 b) = 64 bedrooms required parking: 186 p.s. D 2 - 16E units (4x4b + 4x3b + 8x1 b) = 72 bedrooms Type 1 & 2 Bdrm: 32 bdrm „ Z O 0 - 12D units (5x4b + 2x3b + 5x1 b) = 0 bedrooms required parking: 48 p.s. Q ry Type 2 Bdrm<130sf): 0 bdrm .,�• 0 - 1 OA units (2x4b + 4x2b + 4x1 b) = 0 bedrooms required parking: 0 p.s J,` O 0 - 10B units (2x4b + 4x3b + 4x1 b) = 0 bedrooms Required Parking Phase 4: 234 mss. 0 - 9A units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Parking Provided Phase 4: 204 12.s. _ 0 9B units (2x4b + 5x2b + 2x1 b) = 0 bedrooms Cumulative Required Parking: 904 D.S. 0 - 9C units. (3x4b + 4x3b + 2x1 b) = 0 bedrooms Cumulative Parking Provided: 910 D•s• I� 0 - 8 units (4x4b + 2x2b + 2x1 b) 0 bedrooms h 1 8F units (2x4b + 6x3b + Ox2b) = 26 bedrooms I INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 145 P.S. INTERIOR PARKING SPACES: 765 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 765 P.S./15 P.S.=51 51*(180 SQFT)= 9,180 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9.180 SQ.FT. TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 16.190 SQ.FT. LEGEND p FIRE DEPARTMENT CONNECTION SITE CALCULATIONS WATER METER TOTAL BEDROOMS: 16A UNIT BUILDING: PSG* PER UDO- MULTIFAMILY DWELLING: 4*3(BDR)+4*2(BDR)+8*1(BDR) 3 & 4 BEDROOM UNITS= =28 BDR/BUILDING 1.00 SPACE/BDRMS Q 2 BEDROOM UNITS (BR<130 s.f.)= 16B UNIT BUILDING: 1.25 SPACES/BDRMS 8*3(BDR)+8*1(BDR) 2 & 1 BEDROOM UNITS= =32 BDR/BUILDING 1.50 SPACES/BDRMS 16E UNIT BUILDING: TOTAL TYPE 3&4 BEDROOMS=. 699 BDRMS 4*4(BDR)+4*3(BDR)+8*1(BDR) REQUIRED PARKING= 699*(1.0)= 699 P.S. =36 BDR/BUILDING TOTAL TYPE 2 BRMS(<130 s.f)= 16 BDRMS REQUIRED PARKING= 16*(1.25)= 20 P.S 12D UNIT BUILDING: TOTAL TYPE 1&2 BEDROOMS= 123 BDRMS 5*4(BDR)+2*3(BDR)+5*1(BDR) REQUIRED PARKING= 123*(1.5)= 185 P.S. =31 BDR/BUILDING REQUIRED PARKING SPACES: = 904 P.S. 10A UNIT BUILDING: PROVIDED PARKING SPACES: = 9 2*4(BDR)+4*2(BDR)+4*1(BDR) �a HANDICAP PARKING: / J =20 BDR/BUILDING 2% OF TOTAL PARKING SPACES 909 TOTAL * 2% =18.18 =18 P.S. (� 1 O UNIT BUILDING: 18 H.C. SPACES REQUIRED 2*4(BDR)+4*3(BDR)+4*1(BDR) 16 H.0 SPACES PROVIDED (INCLUDING =24 BDR/BUILDING 4 VAN ACCESSIBLE H.0 SPACES) ?0� DUMPSTER: 9A UNIT BUILDING: SEWERAGE FLOW 5*4(BDR)+2*2(BDR)+2*1(BDR) = 4346 =26 BDR/BUILDING PER UDO -MULTIFAMILY DEVELOPMENT: SQ.FT. 1-8 YRD DUMPSTER/16 DWELLING UNITS) 98 UNIT BUILDING: = 3771 2*4(BDR)+5*2(BDR)+2*1(BDR) 2*(16A UNIT BUILDING)= 32 D.0 =20 BDR/BUILDING 4*(16B UNIT BUILDING)= 64 D.0 1 9C UNIT BUILDING 2*(16E UNIT BUILDING)_ 32 D.0 9C UNIT BUILDING: 1 (12D UNIT BUILDING)= 12 D.0 C 3*4(BDR)+4*3(BDR)+2*1(BDR) 1*(1OA UNIT BUILDING)= 10 D.0 01010 =26 BDR/BUILDING 1*(1 OB UNIT BUILDING)= 10 D.0 8 UNIT BUILDING: 1*( 9A UNIT BUILDING)= 9 D.0 � SQ.FT. 1 *( 96 UNIT BUILDING)= 9 D.0 � r R)+2*2(BDR)+2*1(BDR) 1 *( 9C UNIT BUILDING)= 9 D.0/ 22 =DR/BUILDING =22 B 3*( 8 UNIT BUILDING)= 24 D.0 8F UNIT BUILDING: 3*( 8F UNIT BUILDING)= 24 D.0 2*4(BDR)+6*3(BDR)=26 BDR/BUILDING 3*( 7A UNIT BUILDING)= 21 D.0 * 3 = 1*( 7C UNIT BUILDING)= 7 D.0 7A UNIT BUILDING: 2*( 7D UNIT BUILDING)= 14 D.0 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING 2*( 7E UNIT BUILDING)= 14 D.0 , * 3 = 1*( 7F UNIT BUILDING)= 7 D.0 v 0 7C UNIT BUILDING: 1*( 6A UNIT BUILDING)= 6 D.0 , 0 7*4(BDR)=28 BDR/BUILDING 1*( 6B UNIT BUILDING)= 6 D.0 QI * 3 = 1*( 4A UNIT BUILDING)= 4 D.0 � 7D UNIT BUILDING: (BAY WINDOW) 7*4(BDR)=28 BDR/BUILDING TOTAL= 314 DWELLING UNITS * 2 = 10022 7E UNIT BUILDING: 314 D.U./16 (DMPST/D.U.) =19.62 DMPST 7*4(BDR)=28 BDR/BUILDING 20 (8-YRD DUMPSTER) REQUIRED W"It- 7F UNIT BUILDING: 18 DUMPSTERS PROVIDED 7*3(BDR)=21 BDR/BUILDING (NOT INCLUDING TEMPORARY DUMPSTERs) 6A UNIT BUILDING: 2*(16A UNIT BUILDING)= 56 BDRMS 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 4*(16B UNIT BUILDING)= 128 BDRMS 6B UNIT BUILDING: 2*(16E UNIT BUILDING)= 72 BDRMS 6*3(BDR)=18 BDR/BUILDING 1*(12D UNIT BUILDING)= 31 BDRMS 1 *(1 OA UNIT BUILDING)= 20 BDRMS 4A UNIT BUILDING: 1*(1OB UNIT BUILDING)= 24 BDRMS 4*3(BDR)=12 BDR/BUILDING 1*( 9A UNIT BUILDING)= 26 BDRMS i/ 1*( 913 UNIT BUILDING)= 20 BDRMS 1*( 9C UNIT BUILDING)= . 26 BDRMS 3*( 8 UNIT BUILDING)= 66 BDRMS Density Legend 3*( 8F UNIT BUILDING)= 78 BDRMS 3*( 7A UNIT BUILDING)= 78 BDRMS Density= 313 units on 16.40 acres 1 *( 7C UNIT BUILDING)= 28 BDRMS 2*( 7D UNIT BUILDING)= 56 BDRMS i a -1-3-13-units .. 3.1 _ units 16..0 • ,gyres- _ 19.09 Dwelling units acre 2*(- 7E UNIT BUILDING =- 56 -BDRMS -- Allowable ` i+ = 1*( 7F UNIT BUILDING)= 21 BDRMS - 20 Dwelling Unitiss/A/A cre 1*( 6A UNIT BUILDING)= 22 BDRMS (R -4 Zoning) (R 1*( 6B UNIT BUILDING)= 18 BDRMS 1*( 4A UNIT BUILDING)= 12 BDRMS TOTAL BEDROOMS= 838 BDRMS 2 - 8F units (2x4b + Ox2b + 6x3b) = 52 bedrooms 0 - 7A units (5x4b + 2x3b) = 0 bedrooms I� 0 - 7C units (7x4b) = 0 bedrooms II 0 - 7D units (7x4b) = 0 bedrooms 0 - 7E units (7x4b) = 0 bedrooms I� 1 - 7F units (7x3b) = 21 bedrooms I) 0 - 6A units (4x4b + 2x3b) = 0 bedrooms: l 1 - 6B units (6x3b) = 18 bedrooms I! 1 - 4A units (4x3b) = 12 bedrooms 116 units 7273 bedrooms l I Phase 4 - ( w 0 - 16A units (4x3b + 4x2b + 8x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 186 bdrm _J > 2 - 16B units (8x3b + Ox2b + 8x1 b) = 64 bedrooms required parking: 186 p.s. D 2 - 16E units (4x4b + 4x3b + 8x1 b) = 72 bedrooms Type 1 & 2 Bdrm: 32 bdrm „ Z O 0 - 12D units (5x4b + 2x3b + 5x1 b) = 0 bedrooms required parking: 48 p.s. Q ry Type 2 Bdrm<130sf): 0 bdrm .,�• 0 - 1 OA units (2x4b + 4x2b + 4x1 b) = 0 bedrooms required parking: 0 p.s J,` O 0 - 10B units (2x4b + 4x3b + 4x1 b) = 0 bedrooms Required Parking Phase 4: 234 mss. 0 - 9A units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Parking Provided Phase 4: 204 12.s. _ 0 9B units (2x4b + 5x2b + 2x1 b) = 0 bedrooms Cumulative Required Parking: 904 D.S. 0 - 9C units. (3x4b + 4x3b + 2x1 b) = 0 bedrooms Cumulative Parking Provided: 910 D•s• I� 0 - 8 units (4x4b + 2x2b + 2x1 b) 0 bedrooms h 1 8F units (2x4b + 6x3b + Ox2b) = 26 bedrooms I INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 145 P.S. INTERIOR PARKING SPACES: 765 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 765 P.S./15 P.S.=51 51*(180 SQFT)= 9,180 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9.180 SQ.FT. TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 16.190 SQ.FT. LEGEND p FIRE DEPARTMENT CONNECTION units units units units units WATER METER a WATER VALVE g�+ FIRE HYDRANT —.-- SANITARY SEWER CLEANOUT Q SANITARY SEWER MANHOLE 0 0 0 STORM DRAIN CURB INLET units units units RAMP WITH ADA PAVERS TI TRANSFORMER PAD r-ej ELECTRICAL PULL BOX Isc, ELECTRICAL SWITCH GEAR , , ✓yy, fti .. ` ,t ,t t i 4` `� JEFFEgSON AT THE ZONE, LP i LOT j2 BLOCK A MA f' J t - •, _ „ _ NOLLE N , t - / ` Black ec at'v I D o� VILLAGE ADDITION Iron Fence i t '1 t ; 1 , 1 ` I r "J ,\ t \ I ; \ t \ A 0 0 2 0 - 7A - 7C - 7D - 7E - 7F units units units units units (5x4b +.2x3b) (7x4b) = 7x4b = (7x4b) = (7x3b) = = 0 bedrooms 0 bedrooms 0 bedrooms 56 bedrooms 0 bedrooms TX. FIRM `# F1 1443 511 UNIVERSITY DIVE EAST SUITE 2014 (PER UNIT) : t�jSk EF+" A. 107 -Fl -Lt E 0 0 0 _ 6A - 6B 4A units units units _ (4x4b + 2x3b) - 0 bedrooms (6x3b) = 0 bedrooms (4x3b) 0 bedroomsFIE bedrooms 16B UNIT BUILDING DRIVEWAY * 3 = 12894 ...:..... 9 LPROP.86 iiniga5 P U < sID-11- IR LA L NE 9 s j%q�-: — = 4540 13620 r W .� .. :.�. = -9- units 218 BUILDING SQUARE FOOTAGE BY TYPE (3 & 2 FLOORS) DOMESTIC WATER TX. FIRM `# F1 1443 511 UNIVERSITY DIVE EAST SUITE 2014 (PER UNIT) 16A UNIT BUILDING = 4055: * 3 = 12165 SQ.FT. 5.65 GPM (PEAK) 16B UNIT BUILDING = 4298 * 3 = 12894 SQ.FT. 1.53 GPM (AVE) 16E UNIT BUILDING = 4540 * 3 = 13620 SQ.FT. 0.00 GPM (MIN) 12D UNIT BUILDING = 4549 * 3 = 13647 SQ.FT. II 10A UNIT BUILDING = 3975 * 3 = 11925 SQ.FT. 10B UNIT BUILDING = 5102 * 2 = 10204 SQ.FT. SEWERAGE FLOW 9A UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 1600 GPD MAX. 9B UNIT BUILDING = 3771 * 3 = 11313 SQ.FT. I J O J O 9C UNIT BUILDING = 4188 * 3 = 12564 SQ.FT. 8 UNIT BUILDING = 3729 * 3 = 11187 SQ.FT. - 8F UNIT BUILDING = 4780 * 2 = 9560 SQ.FT. 7A UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 7C UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 7D UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 7E UNIT BUILDING = 5011 * 2 = 10022 SQ.FT. 7F UNIT BUILDING = 3914 * 2 = 7828 SQ.FT. BY (OTHERS xit Onix) 11092/t00) N i 20 P .E •d'i''3a � , _ l al3 N ro Fire 9 r Lv9 .. i' 2�:•.l3 3a 1 " � u u ❑u - a al N t: a , : : A is t P L>: _w _ . ..._......_._._ a r ... , _:.x,.. , x. x:.:, Qa ....:.... ...... . _, � ro Water z ~~ _ _ i., ,. t O I 55 x5 I ,: \ _ n u , ROSS ACCES .� ,. : _ _ ,� . � _ _ S 1.1� ................ ;.., ._..; 1109 �.o , ,. • , R:.-. :....:,,r- P EASEMENT I : I ! 20 o Water .r ,� \ (11092/100)',—..:. - :IIs ._, P• x 00, T UE .� I ,. LOT 2, BLOCK 1 I LAKERIDGE SUBDIVISION 7.5' .0 E CURRENT ZONING: (11b9 /1 0) 1(9 1 150) GC '• CO j (GENERAL COMMERCIAL) • 0'• :: :.....: a....: ...........: : , . I I _................... 15' P.U.E 6A UNIT BUILDING = 3729 * 3 = 11187 SQ.FT. - __......_......_- ........._..._ W _ 6B UNIT BUILDING = 3357 * 2 = 6714 SQ.FT. oe 9E. 4A UNIT BUILDING = 2239 * 2 = 4478 SQ.FT. 3.s - - - - MITCHELL M hq,�% 4 MORGAN T.979.260.6963 F.979.260. 564 TX. FIRM `# F1 1443 511 UNIVERSITY DIVE EAST SUITE 2014 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY * UTILITIESI STREETS SITE PLANS *SUBDIVISIONS www.mitchellandmorqan.com For Interim Review Only These documents ore not intended for constliuction, bidding, or permit piurposes. Prepared by�l Veronica J.B. Morgan, P•E. No. 77689 { II. li �I AUGUST 2014 Designed by: VIBM Drawn By: J;UJ Checked By: VUBM �I /7177 O 0 H CW7 � W s� 0 °- U a- Q 0 U 0 0 II N I ' J I 11 v1 W I I J ` O I, h I I J O J O LLj\� Q 3 l III II; PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 BUILDING TYPE STORY# EAVE HEIGHT SQ. FOOTAGE / / Construction GENERAL CONSTRUCTION NOTES: 21 16A UNIT BUILDING 3 STORY 28' 10" 4055 * 3 12165 SQ.FT. / , / / " Existing cold joint 12" .:.SITE PLAN NOTES: � / EX , q- street/ 1. It shall be the responsibility of the Contractor to verify the exact location of ALL 22 16A UNIT BUILDING 3 STORY 28' 10" 4055 * 3 = 12165 SQ.FT. 1. -Name of Project: Lakeridge Townhomes Phase 3 �� — / / � Driveway * existing underground utilities. Furthermore, the Contractor shall contact all utility 2. Address. 1198 Jones Butler Road, College Station, Tx 23 7F UNIT BUILDING 2 STORY 19 4 3914 2 — 7828 SQ.FT: �5 / SAN. Field company representatives a minimum of 48 hours in advance of an excavation. 3. ` Owner: Lakerid e LivingL.P. 24 6B UNIT BUILDING 2 STORY 19' 4" 3357 * 2 = 6714 SQ.FT. ,'�\ , / /+ Bend P Y P y A Texas LimitePartnership 25 9C UNIT BUILDING 3 STORY 28' 10" 4188 * 3 12564 SQ.FT. / ' ^ //_ Ufa SEWER •,:o P.O. Box 10028 26 8F UNIT BUILDING 2 STORY 19' 4" 4780 * 2 = 9560 SQ.FT. a. Contact Dig Tess @ 1-800=344-8377 College Station 77842 27 106 UNIT BUILDING 2 STORY 19' 4" 5102 * 2 = 10204 SQ.FT. ' / /� SERVICES I-- 8" min b. Contact Kimberly Winn ® ATMOS 774-2506 (979) 739-9944 28 8F UNIT BUILDING 2 STORY 19' 4" 4780 * 2 = 9560 SQ.FT. / * _ /� ,-,R ETAINING c. Contact Mike Lavender ® Suddenlink 846-2229 4. Engineer: Mitchell & Morgan, L.L.P. 30 16B UNIT BUILDING 3 STORY 28' 10" 4298 3 = 12894 SQ.FT. I // , \ /\• j�/i , \!/ d. Contact Isabel Cantu ®BTU 821-5770 511 University Drive East, Suite 204 31 4A UNIT BUILDING 2 STORY 19' 4 2239 * 2 = 4478 SQ.FT. j WALL College Station, Texas 77840 32 168 UNIT BUILDING 3 STORY 28' 10" 4298 * 3 = 12894 SQ.FT. e. Contact Mitchell Gas @ 779-4460 MAX. HEIGHT;' (979) 260-6963 � � I f. Contact Union Pacific Resources © 778-8525 5. Zoning: R-4 (Multifamily) g. Contact Richard Wallace ® Verizon 821-4752 6. Existing Use: Undeveloped—Vacant , r+ + / 4.. h. Contact Gilbert Martinez ® CSU (ELectrical) 764-6255 Proposed Use: Multifamily , —// i. Contact Butch Willis ®CSU (Water /Wastewater ) 764-3660 7. Setbacks: Per City of College Station Ordinances , / `�, \� +` ' CONCRETE SIL , 8. Overall Site Area: 16.40 acres ' y Phase 3 Area: 4.08 Acres 2. All construction shall be in accordance with the current City of College Station 9. Water Demands (Per Unit) : Min.= 0.00 gpm, � r� \ � �b� ' / � 4;. (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Avg.= 1.53 gpm, Peak= 5.65 gpm Qncnifinn+inns+ Wn+cr "A lz um -4 (2--l. ')(W) ' -4 R("c i Inific,l r)..;- r).+-r).+-,.I.e+nc 10. Sanitary Demands:- ` 1600 GPD Max., Min.= 0 GPD, VARIES (see plan) 4" Thick (Min.) Rein. —1.5% Concrete Sidewalk 2" Clear min. Cross Slope (SEE NOTE) 2% MAX ' 4„ (MIN) i l��t;.\!/!!` ' \i\�jl�\!\\!�\`!\\!/� \,�\��\,• #3 0 12" O.C.B.W. `— 2" Clear Cover 2" Lime stabilized sub—base or cement #4 x 181" 0 12" O.C. Drill and stabilized sand Grout into curb (8" min. depth) (This Item shall be included in the cost of the sidewalk) )EWALK NEXT TO CURB NTS worK snarl De aL Lne expense oT Lne t onLrocEor. JLrucLurai areas snarl Incluae 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 nearenergized ized overhead ower lines. 9 9 9 9 P Additionally. the contractor shall coordinate all oroDosed work and procedures with the SCALE 1 "_ 10' MITCHELL li '1 r T.979.260.6963 F.979.260.3564 TX. FIRM # F-1 1443 511 UNIVERSITY DRIIVE EAST SUITE 204;,, COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING HYRAUUCS HYDROLOGY * UTILITIES 1, STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmor �an.com For Interim Review ;Only These documents are not intended for construction, bidding, or permit puposes. Prepared by: IJ Veronica J.B. Morgan, P.E. No. 77689 li i I i i I AUGUST 20141 Designed by: VJBM Drawn By: JUJ Checked By: VJBM Z O w Q) ° O U d o U W i i 0 CO a� r 3 M EL E I a o N (L d; N � N O IN I¢ O N O O �a i Ii. '�,,', Q, C•^' C), Z W O� O (J)' WW 1 l