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I LAKESIDE TRACE 0 20 40 :0 16,11 SCALE IN FEET a a --- -- -- -- -- -- -- -- -- --- --- -- -- -- -- -- -- -- -- -- -- -- - - 1 I I i i I i 1 I , I ' 1 I , I I , I , I I 1 I , I , I , 1 i 1 I I I ° m LAKE I ------------ 11-T I 1 1 I 1 1 I , I I I I DP DP DP I , i I � 1 I � — DP DP I i I I I i I i I I i I i I I I I I I I , I I ----- 1 I i 1 I I I 15 FT SETBACK i - i I I CLUB HOUSE I I HOT SUN CHAIR AREA I I UB I I 15':x40 POOL HOT I UB EATEJ 1 --- L=4�' --- us I I j I - I I I I FOUNTAIN m L 0 �ilflff` lfll flf! Iff�1 �� OWN_iM. KRENEK TAP STREET i 1 1 HOTEL WATERFALLS - FOUNTAIN . FOUNTAIN FOUNTAIN DECK BOARDWALK 17500 SQ FT RESTAURANT DECK I 1 I I i I 1 I I I I I i i I I I I I I i I I I I 1 3000 SQ FT RESTAURANT iC�. - i\j. __\►�• \li• _\his• \►i• \►i� \►►i.. La Lim ui ocylo° tip°° O 8 Q U a Q� Z � D (n X to ° m LAKE I ------------ 11-T I 1 1 I 1 1 I , I I I I DP DP DP I , i I � 1 I � — DP DP I i I I I i I i I I i I i I I I I I I I , I I ----- 1 I i 1 I I I 15 FT SETBACK i - i I I CLUB HOUSE I I HOT SUN CHAIR AREA I I UB I I 15':x40 POOL HOT I UB EATEJ 1 --- L=4�' --- us I I j I - I I I I FOUNTAIN m L 0 �ilflff` lfll flf! Iff�1 �� OWN_iM. KRENEK TAP STREET i 1 1 HOTEL WATERFALLS - FOUNTAIN . FOUNTAIN FOUNTAIN DECK BOARDWALK 17500 SQ FT RESTAURANT DECK I 1 I I i I 1 I I I I I i i I I I I I I i I I I I 1 3000 SQ FT RESTAURANT iC�. - i\j. __\►�• \li• _\his• \►i• \►i� \►►i.. PROJECT BENCHMARK: North Corner of Storm drain Inlet Northeast of Detention Pond. X= 3565583.47, Y= 10209320.53, Elev= 276.27 Ex. Son. sewer Mane Ex. Son. TE'_ SIDE SETBACK • 8 -ss wide 41.11) SITE PLAN NOTES: 1. Name of Project: Waterwood Condominiums 2. Legal Description: Lots I & 2, E & M Jones Farm Place 3. Owner: Jim Stewart 4200 Woodland Park Court Arlington, Texas 76013 (817) 994 - 4663 (817) 429 - 8664 4. Engineer: Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 College Station, Texas 77840 (979) 260-6963 5. Zoning: R-4 6. Existing Use: Vacant Proposed Use: Condominiums 7. Setbacks: Per City of College Station Ordinances 8. Site Area: 13.72 acres Phase 4 Site Area: 2.21 Acres 9. Project Information: PH 1: 27 units PH [I -A: 3 units PH II -B: 9 units PH 111: 64 units PH IV: 33 units PH V: 34 units No portion of this site lies within the 100 -year floodplain per FEMA!s Flood Insurance Rate Map panel 48041C0144C. Effective date: July 2, 1992. S:1PraII0229-stewartcondosI0545-WATERWOOD-PH4 & PHWHASE-410545-02-sfte.dwg, 09104 M0228:28 PM, 1:30 Connect prop. 6" Private Sanitary Sewer Line to 8"Ex.8�Sanitg_ry__ — — — — — — — — — — — — — — — — — — — — — SaniTdT�__S_6w_ii_rTjFe_ 7. '_SIDE Sewer Lin SETBACK F_ (PER UNIT) 1.20 GPM (PEAK) 0.31 L- - - - - -- 0.00 GPM (MIN) 71 5/8" WATER METER www.mitchellandmorgan.com -:XP. OF At '. ..... /4� rb fitig .................. .!cA .. M......... ..... ...... B. . ORGAN . 7768,9 TE I I ANP E 6' hi.0 wood cut. and tie an I e Transformer Prop. to existing 7.5' SIDE ng .isting FH Pad (TYP SETBACK -nent pavement ......... ............. ------------ ---------------- ---- --- ...................................... ............. .. ........... Phase IV 20 - 5 units (2x3b + 3x4b) = 18 bedrooms 21 - 7 units (2x3b + 5x4b) = 26 bedrooms 22 - 3 units (Ox3b + 3x4b) = 12 bedrooms 23 - 6 units (2x3b + 4x4b) = 22 bedrooms 24 - 5 units (2x3b + 3x4b) = 18 bedrooms 25 - 7 units (2x3b + 5x4b) = 26 bedrooms 33 units / 122 bedrooms Parkina Legend Parking Spaces Required: I Space per Bedroom Parking Spaces Required: 122 spaces Parking Spaces Provided: 137 spaces Lot 1, Block 1 Phoenix Addition— Phase One PARKING Peripheral Parking: 00 spaces Interior Parking: 137 spaces Total parking: 137 spaces INTERIOR ISLAND End Island Area Required (min) Total Interior Island Area Provided: 1800 sq. ft. 3616 sq. ft Extra Interior Island Area Required: (137sp/15sp)*180 sqft—(10)*180 sq.ft.= (Interior Island Area Provided): i's, F L 1 H is q t F_ EI:I � N� Lot 2, E& M Jones Form Place -7 5—WL- VII II a B_WL - - - - - - - - - - - - - - - - - - - - 4, 1800 sq. ft. 1816 sq. ft. UTILITY DEMANDS PHASE 4 1 DOMESTIC WATER: (PER UNIT) 1.20 GPM (PEAK) 0.31 L- - - - - -- i's, F L 1 H is q t F_ EI:I � N� Lot 2, E& M Jones Form Place -7 5—WL- VII II a B_WL - - - - - - - - - - - - - - - - - - - - 4, 1800 sq. ft. 1816 sq. ft. UTILITY DEMANDS PHASE 4 1 DOMESTIC WATER: (PER UNIT) 1.20 GPM (PEAK) 0.31 GPM (AVE) 0.00 GPM (MIN) PROVIDE 5/8" WATER METER FIRE FLOW: 2000 GPM SEWERAGE FLOW: 1760 GPD (MAX) 440 GPD (AVE) 0 GPD (MIN) 13 5/8" Water Meter E Electrical Junction Box Building Number T❑ Transformer Ell Wrought Iron Fence 2 -2" -PVC -EC — Electric Conduit xmwnwwr=� Retaining Wall (Size in inches indicated) X_ X_ 6' Board Fence MUM mmom Fire Lane Striping (Existing Wire Fence To be Removed with concurrence of adj property owner) GENERAL NOTE 1- All roof and ground -mounted mechanical equipment shall be screened from view or isolated as not table visible from any public right -of way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 2- All proposed public utility infrastructure shall be covered by a blanket easement until a formal easement is approved. 3- All sanitary sewer shall meet building code regulations and be inspected by the City of College Station building official. 4- Contractor shall coordinate with College Station Utilities, 764-3660, prior to connecting to existing waterline. Scale: 1 inch = 30 feet FIRE LANE I a-] PARKING ONLY All curbs and curb ends designated as firelones on plans shall be pointed red with *4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. FIRE LANE STRIPING 18" x 12" See Ordinance for additional Information FHRL�." LANE SIGN Galvanized 'Fence Post Windsor Point Side Waterwood Side FLUME TYPE /FENCE Al E DET L NTS Galvanized Galvanized Fence Post Fence Post 3,00' M MITCHELL MORGAN 1 7.979.260.6963 F.979.260.3564 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 -:XP. OF At '. ..... /4� rb fitig .................. .!cA .. M......... ..... ...... B. . ORGAN . 7768,9 TE I I ANP E > D LLJ cn 'a ? Ld Ld (n 0 1- Q 0 0 Ir - 0 0 X Ld Z < Z M 0 CL 0 Q) C) 00 ry 0 C14 0 Q) ry Q) 6 k 1-4 O 0 L Of 12 Sheets I -so zn(k, shags Z L Jo 0 Oo O O � O � n0 � o � C � vJ O rte^ 0 O � 0 C.� j � '-\ �00�Z)zt 0 N � C n lud 69:1 — SOOZ do ZO :GMOld 6Mp'uold—adoospuo-i—Zl—S4S0 -3rf M U •s}d 099's -IVJ-Oi uouongsaoo Surmp pagmistp �zadoid Xus pus sffsm jo-jg2u gosgps suam ailsutsip pus `saisms `spusisi jot Bu.p[nd its uI pwmbai st ssm2 so Voz `2utesd aeusz000p `zanoapuno 2 jo agszaeoo %OOI •Z lonsdnaoo jo mvogzuao a jo aoumsst atR % ioud f4To aqJ kq paeoidds pus pamarnaz aq Jsnuz Basta pautuTgns aq iirm uetd uogsgust uV •I :saaou sialod oS9`S :pasodoad s;moa lmol s;aod 688`Z :Paambau s;amd I83oZ PDX.MbUH stood t88'Z = 0£ x 5I'96 5I.96=000'I / aS 8tl'96 UOW 2?S3o 3S 8tI'96 :t, asegd :Ia4nbm —V V wro rd Jai smog 0 0 (UOIXIoop uopuAO) poS opnwja8 uowwo0 •}3 •bS AJlaaA plan 0 0 (wnoijolso wnwaadsolayooai) aulwsor uoiSV {, 000'9 �I i li 096'L 09l (joua}ul) (oiloJissoao snwin) w13 aop90 „{V-2—,, L.Z 2L �t 00L'9 OL (oolpul sldalolydDLIN) auJoy}MoH uoipul -lob 9 OL2 Sid -IV101 'S.Ld JJNn (3WVN 3VOINVIOe) 3MN NONNOO MIS J.LILNVf10 109VUS suottvrnawa Hadasa>" OZ:L'WdMWE050OZfl W'13MP•uBld•edOOSPUEn'a-4Y IISSVHd13HdS4Hd-OOOMa3iVM-5650\SOPUODUBMBI"ZZ(hfOJc1-S }aal OZ = 140ui L :a1oaS .4i.. i �I i li ii 1� it �t it ADMGAiaQ ajaaau03 aJonud bul4slx:] - .. _a .+i .::tea r. ,., a .+.. : . , .• ... . ., .. ,..., ..,;..� .�a--...., ....._,: - x, :cr_s v� �, wu., ..:m•>.ww: Oxus w.,x aw.>.• _ _..,. .. _._._.._ ._. :•....h: .� --., u,u ,a -r. ,>ou>..ya. �.-a,:>, r�cn•.®•.�, ac.Y. vew >mnvn cu,,.. ».•�•=.+ava a>,ea vsv.mxsi—n .xrcv,�,.v -c+v:y vm,Hy+-.. w.<•,• �,....».,: � . �.• ,>.:., ,ems -?.r. n r.. -,.-:.,.+-.. rm� .n -v �-::� . ..... r:—. . „ c _:. � . �.. ate, ...:r rv-.•...c - � -,. m•X — -• - - �.__ . �a+� , � _ ... ... - •vim .ic. M -.vi m.s c-�. .—� �.�.w......,.•y r,w »:'-: ,mow,= . �>., �.....�. •.<•� �t .a-.:.-.,, .,�•>_ ...]� ;._..> �.-.:....:_»,>�w _-� »...., >®� �.,.. _.n. nrn> 1.•.......-.:,: �,,..>.,-,»,..,..• w>•.>-, �!..>m.,• e»> at ....�. ,�_ <.,..,. -�-. ... <,>., ..... •.®. ,,.,• �,... ,> c,. a -a. .?S�' �. � ••.� .>rn, _ rac cr.^T ess, r.,-3�._> — _� _>: __ — — — — .....-- T � �f-. oil°»m _ ''"`t'!. ... }aal OZ = 140ui L :a1oaS i �I i li ii 1� it �t it I' j.. ilio I' i }aal OZ = 140ui L :a1oaS PROJECT BENCHMARK: North Corner of Storm drain Inlet Northeast of Detention Pond. X= 3565583.47, Y= 10209320.53, Elev= 276.27 1,� / Connect prop. 6" Ex. San. Private Sanitary Sewer Line to 8" ___ _ _ _Ex._8"Sanity-------------------_ ----- sewer Manhole----Salifary-Sewer Cine 7.5TSIDE - - -Sewer Line ') 7.5 SIDE e ss SETBACK. e_ss a -ss a -ss s -ss 'oma �o SETBACK a_ss s -ss 2' w$�e . 7.5' SIDE Ex. San. ,/ 2' wide Ex. 6' high Prop. 6" Private Type 1 SETBACK sewer Manhole Ex. 12" S.S. Type 1 Flume wood Fence Sanitary Sewer Line F me , _, _ _ -_ __ _ _ __ _ ,,,-..�,,.�.,-,.. --- :•.,,«.,,• I,._ L"', -,,.,..,.-.,--,,.:, 1 =,,.. ,.,„-yy,s,,, i`_ - . �.,.,,-� - r Ci-$$ 6 �$ 8 $$ .... - - - --- .............._,,., 4i _ - ''z- 4 - - _ , -_ _1-�-_- ,_ �' �' _ - I`I C./'I t I ..c.� ..,a....-.. { 6 � _ .:I. i -I _ j X I rn I ss I 8-iss 8 -SS- Ex. San. sewer Manhole j j t ` r , i 8 -ss i< r tl ' 1 t I :t fl I I I I I l I I ------ 1 . _ 1 `-, 1 •1 r: I _--_..._..... ,. .I`: _ _..:::.-: :_....,, i _ _.-..:::- ::'..-I -... - I - _'' _ �) ml; ; }' ,', I v _ I',r I ., i rte: i' ! (c-; , _L:.:•sil .. ,, I C :? I i.�� I �'1 qq I i _s i I s C 1 i; I i } I i 1 ;r„' z C. _ _ • �w,,. ,... _,..3,.,.. 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J ; I I t 'tv'- oo { i I a. a- -N '' a es a .. ----- - „� I. r jl , _: .,,. ,. r. 23 - r �� , II ...., ,.,...,,a t.._s-x •, ... -..... ...........-_-..'} _ 4w ,las.,,.-„ . .. .. -- ;.'. P : II II ., .r.- 1 , _ 6 WL ., y.i�k,. ... -3. .::i. ...: f i \"i �j 'i i R2: ; J it - ��� x - -- _, I I 'r=f-C, t -, µ . , : r _ � o P ,�. I _ II I I �s d ro 6 1 W.S. F,relane . P ;i "t° t f ; ,:z _ P r �,, .,•, ,, P _ .... >< � f, Waterline i W s>. _ 5 8:.. os aterl,ne ---- I r c t.. i -. - t i Cel.. .. I > ., 1 ,.. N II - i ,. - ,< .. , -. .�,. _ with Hose >B b , : I wood , ,::•.,,<, ��, , �.• 2: Xr �` _ f �-- _____ .4_ -, .n p w: a I'1 I. :.N,•_ ,,_'i, 3 - 4 it 'J,' ..1 II r - r.! I l[' II : ._ - ' :.:Pro Fe ce • -_n II n ,.:,a .. r. I P w L, . , ,_.r , . ;`.,.,-,. .._ .. EN., .r v�a7a �:, vu., ,rvf xw .w'- y: a ,4,•t ¢'r� :h•F sa:x-t7:!i_ _ i 1 - .y � v.._.� IL<-,rF.�"t_.,i.::e,.=.,,A?�s �..,,-...•1-. S:'.�Y.� :: :' ,'- :-:: r :: , ,. _.. : ,: �a-:i1��1U1�:1�1� .eta --�I q"- ,r. - L`. FH � -- -- - 1 I II r.. ,5i 1' t r. U (.FIJ I =�> ".'4-It�-�i , r_1 ,C.j .�.1..�,,.__.,.r_�. } I�1 } - r .., I;' ', cl anou s e t .. ,..;. I- I TNI ;I 1 1.20 t ).. {,Y.P , --- ; -.- i ,--/ 4. �' I I -I-_ I r 1 1. I. n _.,M..._._....,..,_.._.. .... y a' 1 PROVIDE a a w 1 r r ; - -. Ex. -' 20' i r q PUE. t, I f; I I` 1 R .' - ji y 'i ( t i z a t l 1; S �� R.5 Cn .5' I' --- 0 F _. ._._ . wm � _ ..; _ _ li _S I t :, ' i , r: i 2. ;� 1. _ _ 4" :I -1 .;1: '.. .� S.S. ,i I l , _ ( YP) ;1 r r R3 s' t' { P) , _.,_._.. _. ,.,,� __..._ :, ; I- .._ I i E x. 12 Publ c i- 1 ?. c Sanita Sewer ,l ry I r I .... _. 1S ;{ Line c r- I :II .i I t , _, ., f 1. I (N 0 PUBLIC I LITY EASEMENT!I ijIn I '` I r:' j I (� IST { ` _� _ __ . 1S I' 3' wide T e YP I I I I r- 11 h;:. 2 flume hI ih i�' t }! 1' 7- --- III i 5t» ,: N I {: �: I II ,; I: s< , ' - c i.l. I _-� ._,�-�_._,._ , i� '- r :1: i W � R10' i"'"' r R .... w' R10.' . �. .. ,..;. Q O N 1.20 GPM (PEAK) 0.31 ,� 1 1 1. 0.00 GPM (MIN) PROVIDE a a w 1 FLOW: , 2000 GPM �' 1` 1 R .' F OW: L I nouts c a e GPD (MAX) R.5 Cn .5' (AVE) 0 GPD (MIN) �9 r 0 -1 .;1: '.. 1 ,, . _. , , ii m.. • U M f. R 9' t YP )� . r R3 s' t' { P) , 3 wide - -1.8'"" r .... _. 1S O YP e .2.` Q d O 23 - 20 W . erllne X . . t { Y -) P f. zD. .. :: t Y '. 2 3 `t ;,- 4 4� ;.. t YP _. Y 9' m 0 m Water t {,�'P) ' O r) Meter Water''Me er L_ t ( YP=� t { YP•) 's Z `- » . ' Prof 1 '. Waterline Serv,ce' Prop.. 1 " Waterline Service , ;_ 4» :5an 1 '' - ry `� {tYP ). (tYp) O r r Se E Se W �v' O Q ' _ II r '•, --I�wr�r� 'Prop. .6' m meq_ _ �' Waterline a= m._ N V a N _4 ua.N i n: N. p. '' rn N .: Q . p �.: Q, I Q W Pra" 6 �, P N __ r _` _ . J' _ i! i I,I -1-1 _- _- _. -= I '�O '< __ . .. ;i , I I I ; II I.,. _--�; ;11 ( Il II �.i 'I 4 7 ; I I i - _. -;i1 ! ; a I - a! ia. ;... I J. Ii N -. J „ 5 - r i II - 1 I -m' - '1 I -- I - 7 I. 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(� V I - -- 7.5' I_ } - _ _ ._-. _,..._ I- - I fill V v-___,_.._ fl ;II4Y I I I i ` `t, . 1, .�;} = .\ 1 ---_ -._•_-_.___-__.__ 1j : N w i ;I: (l I I I I 1= ._.__:._{, - I I: I I Lot 1, Block 1 I I, ;,w= -I I P ! ; I I I Phoenix Addition- Phase One I S IK,U -}._ _._. ___ ._ __ <. _. -1 I If_ _ _ _ _ _I I I i i I SITE `PLAN NOTES: 1. Name of Project: Waterwood Condominiums 2. Legal Description: Lots 1 & 2, E & M Jones Farm Place 3. Owner: Jim Stewart 4200 Woodland Park Court Arlington, Texas 76013 (817) 994 - 4663 (817) 429 - 8664 4. Engineer: Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 College Station, Texas 77840 (979) 260-6963 5. Zoning: R-4 6. Existing Use: Vacant Proposed Use: Condominiums 7. Setbacks: Per City of College Station Ordinances 8. Site Area: 13.72 acres Phase 4 Site Area: 2.21 Acres 9. Project Information: PH I: 27 units PH II -A: 3 units PH II -B: 9 units PH 111: 64 units PH IV: 33 units PH V: 34 units No portion of this site lies within the 100 -year floodplain per FEMA's Flood Insurance Rate Map panel 48041 C0144C. Effective date: July 2, 1992. S:TroJ10229-stewartcondos10545-WATERWOOD-PH4 8 PH5IPHASE-4\0545.02-sIte.dwg, 09104rAM 0228.28 PM,1:30 Phase IV 20 - 5 units (2x3b + 3x4b) = 18 bedrooms 21 - 7 units (2x3b + 5x4b) = 26 bedrooms 22 - 3 units (Ox3b + 3x4b) = 12 bedrooms 23 - 6 units (2x3b + 4x4b) = 22 bedrooms 24 - 5 units (2x3b + 3x4b) = 18 bedrooms 25 - 7 units (2x3b + 5x4b) = 26 bedrooms 3 3 units / 122 bedrooms Parking Legend Parking Spaces Required : 1 Space per Bedroom Parking Spaces Required: 122 spaces Parking Spaces Provided: 137 spaces PARKING Peripheral Parking: 00 spaces Interior Parking: 137 spaces Total parking: 137 spaces INTERIOR ISLAND End Island Area Required (min) : 1800 sq. ft. Total Interior Island Area Provided: 3616 sq. ft Extra Interior Island Area Required: (137sp/ 15sp)* 180 sgft=(10)* 180 sq.ft.= 1800 sq. ft. (Interior Island Area Provided): 1816 sq. ft. I- rv. ..�+.,,_ae.._ ,.as..__ t �.., UTILITY DEMANDS PHASE 4 DOMESTIC WATER: (PER UNIT) Q O N 1.20 GPM (PEAK) 0.31 GPM (AVE) 0.00 GPM (MIN) PROVIDE 5/8" WATER METER FIRE FLOW: kz 2000 GPM W R SE E AGE F OW: L 1760 GPD (MAX) 440 GPD (AVE) 0 GPD (MIN) p 5/8" Water Meter JM Electrical Junction Box ❑1 Building Number TT Transformer Wrought Iron Fence 2 -2" -PVC -EC - Electric Conduit .�--�- �� Retaining Wall (Size in Inches Indicated) x x 6' Board Fence Fire Lane Striping (Existing Wire Fence To be Removed with concurrence of adj property owner) NOT S GENERAL E v' w or isolated as not tobe - 'c I i screened from le roof and round mounted mechan, a e u ment shall be 1- All g q p visible from any public right -of way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified a earance. PP 2- All proposed public utility infrastructure shall be covered by a blanket easement until a formal easement is a roved. PP 3- All sanitary sewer shall meet building code regulations and be inspected by the City of College Station building official. 4- Contractor shall coordinate with College Station Utilities, 764-3660, prior to connecting to existing waterline. Scale: 1 inch = 30 feet Galvanized Fence Post Windsor Point Side All curbs and curb ends desi nated as 9 firelones on plans shall be painted red with *4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. 8 ei ht inch hi h if stri w ' ( g ) g pe and hlte lettering are painted on surface of pavement. FIRE LANE STRIPING 18 x 12 See Ordinance for additional Information FIRE LANE SIGN Waterwood Side "-#3 Bars ® 12" O.C.E.W. centered in 4" Thick 3000 psi Concrete FLUME TYPE 1/FENCE DETAIL NTS Galvanized Galvanized Fence Post Fence Post 3.00' T.979.260.6963 F.979.260.3564 IV T �: 511 UNIVERSITY DR E EAS , SUIT 04 E 2 STATION TX 77840 �OLL.EGE , PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTWTIES * STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmor an.com ���..����oo� O 5(P�E- F TF'I 111 1 * 9d' I i I v VERONICA J:8. •MEGAN i 776 i 0 Of 12 Sheets I f� � �� v� ��-��� �` " E a v r ^ Q O N N U N ; I Z_ O �� - �a ` n `� Q) o tJ l m v a, N a 0 m 1 N kz w � O k. 0)m U o0 W p 3 U z Fo O 0 a �9 0 - U M O H Q d O Li Q X w 7' Z 0 Q O r) O L_ 's Z `- - 00 ry `� O _ O Q yN V 0 Of 12 Sheets I f� � �� v� ��-��� �` r ^ Z_ O J ` n `� Q) o Q) � kz Q) � " J O k. � � W k" O 0 0 Of 12 Sheets I f� � �� v� ��-��� �` .�a' �- b afi ; b W)o. 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U!Dap UJaoIS to JaUJOO 4WON :Ai 1VINHON38 1031'084 PROJECT BENCHMARK: North Corner of Storm drain Inlet Northeast of Detention Pond. X= 3565583.47, Y= 10209320.53, Elev= 276.27 Ex. San. sewer Manh --------------------- • a -ss — Ex. San. sewer Manhole Ex. 12" S.S. S:IProJ10229-stawarteandos10545-WATERWOOD-PH4 & PH5IPHASE-410545.02-s0e.dw0, Oat MAW 12:52.00 PM, 1.30 Connect prop. 6" I Private Sanitary i Sewer Line to 8" _ _ _--Ex. 8" Sanita -----------------Sanitary–Sewer Tne — Sewer Line ' 8 -SS B -SS - --2—wi�ess a -ss s -ss 2' w$c�e B -ss B ss sss Ex. San. asev L, Prnn A" Privnta r.._ _ _. t MnnhnlP Phase IV 20 - 5 units (2x3b + 3x4b) = 18 bedrooms 21 - 7 units (2x3b + 5x4b) = 26 bedrooms 22 - 3 units (Ox3b + 3x4b) = 12 bedrooms 23 - 6 units 2x3b + 4x4b) = 22 bedrooms 24 - 5 units 2x3b + 3x4b) = 18 bedrooms 25 - 7 units (2x3b + 5x4b) = 26 bedrooms 33 units / 122 bedrooms Parking Legend Parking Spaces Required: 1 Space per Bedroom Parking Spaces Required: 122 spaces Parking Spaces Provided: 137 spaces Lot 1, Block 1 - - Phoenix Addition— Phase One PARKING Peripheral Parking: 00 spaces Interior Parking: 137 spaces Total parking: 137 spaces INTERIOR ISLAND End Island Area Required (min) Total Interior Island Area Provided: 1800 sq. ft. 3616 sq. ft Extra Interior Island Area Required: (137sp/15sp)*180 sgft=(10)*180 sq.ft.= (Interior Island Area Provided): 1800 sq. ft. 1816 sq. ft. I f I I I 3 I 1------- I I I. UNIT) ----�_-- =----, --- ---- _---_-__ j ---.._- II I II - II I hl I - II 11 ii i k II fl Ill i I II ;i II � C4 o LU O II � i ` I•�� U U II? M 0 m o -'o> N m Lot 1, Block 1 - - Phoenix Addition— Phase One PARKING Peripheral Parking: 00 spaces Interior Parking: 137 spaces Total parking: 137 spaces INTERIOR ISLAND End Island Area Required (min) Total Interior Island Area Provided: 1800 sq. ft. 3616 sq. ft Extra Interior Island Area Required: (137sp/15sp)*180 sgft=(10)*180 sq.ft.= (Interior Island Area Provided): 1800 sq. ft. 1816 sq. ft. I f I I I 3 I 1------- H I I I. UNIT) 1.20 GPM (PEAK) 0.31 H (PER UNIT) 1.20 GPM (PEAK) 0.31 II I II - II I hl I - II 11 ii II I lil fl � I II fl Ill i M 30 II ;i II � C4 o LU O II � i ` I•�� U U II? M 0 m o -'o> N m D T a) 0 ,Q' m a a o v U 0 0 M � CL I ii efa }i U) o z So rn n Z J I DOMESTIC WATER: (PER UNIT) 1.20 GPM (PEAK) 0.31 i��ff 0.00 f PROVIDE 5/8" WATER METER FIRE FLOW: 2000 GPM M 30 C -' riroc u� ai -� E0 •y N o� cL '- 7 C4 o LU O i � d U U II? M 0 m o -'o> N m D T a) 0 ,Q' m a a o v U 0 0 M � CL I ii efa }i U) o z So rn n Z J 00 O < N Q d- U C_ 0 � I I i• �I I � S � �. I II II j f; � O � v O R W 0 Of 11 Sheets \; IB-wL k � II II II � Ily!�11 . K! i I DOMESTIC WATER: (PER UNIT) 1.20 GPM (PEAK) 0.31 GPM (AVE) 0.00 GPM (MIN) PROVIDE 5/8" WATER METER FIRE FLOW: 2000 GPM SEWERAGE FLOW: 1760 GPD (MAX) 440 GPD (AVE) 0 GPD (MIN) Lot 2, E & M Jones Farm Place p 5/8" Water Meter Fil Electrical Junction Box 1l Building Number FT] Transformer Wrought Iron Fence 2-2"–PVC–EC — Electric Conduit Retaining Wall (Size in Inches Indicated) x x 6' Board Fence nwom wom wom mwwm Fire Lane Striping (Existing Wire Fence To be Removed with concurrence of adj property owner) GENERAL NOTES All roof and ground–mounted mechanical equipment shall be screened from view or isolated as not tobe visible from any public right–of way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. All proposed public utility infrastructure shall be covered by a blanket easement until a formal easement is approved. All sanitary sewer shall meet building code regulations and be inspected by the City of College Station building official. Contractor shall coordinate with College Station Utilities, 764-3660, prior to connecting to existing waterline. Scale: 1 inch = 30 feet All curbs and curb ends designated as firelanes on plans shall be painted red with *4" (four inch) white lettering stating "FIRE LANE–NO PARKING–TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. * 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. FIRE LANE STRIPING 18" x 12" See Ordinance for additional Information FIRE LANE SIGN _Galvanized Fence Post o Windsor Point Side Waterwood Side r •� FLUME TYPE 1./FENCE DETAIL NTS Galvanized Galvanized Fence Post Fence Post 3.00' �q40`� Q• M ITC H ELL I mlt.. MORGAN T.979.260.6963 F.979.260.3564 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 E _i y il. M 30 C -' riroc u� ai -� E0 •y N o� cL '- 7 C4 o LU O i � d U U II? M 0 m o -'o> N m D T a) 0 ,Q' m a a o v U 0 0 M � CL d� L0 w© x z ~ U) o z So rn n Z J 00 O < N Q d- U C_ 0 v J j � O � v O R W 0 Of 11 Sheets PROJECT BENCHMARK: North Corner of Storm drain Inlet Northeast of Detention Pond. X= 3565583.47, Y= 10209320.53, Elev= 276.27 �C_ ��l 6 — T — , � � L3 , � - - -1 .- 3-st:i_ - L - I , �� ___ � _. " __ ,---- -:--7' �7, _ _�__:� 7 1 - ;_ __,0 1� . . ... p ___� . . -_ - -_ I ; "I ------ .- ----'F--- - I 1 1 1 f� .1, -, ,I N � s I . od J i % I ,I 4. I 14 1 i . � I 1� .--l'. - - � . : I I I I � - - ---- ; /11 _ I 11. 111 I ! ! [� -T ` �- - "'. t-: - 7 r � .. ..... : I . I ` I. ^--- ~~---' |�� , `` % \ �' `' | `� �/ ( \ i / / | UL� ' , ' / � /` WINDSOR POINTE APARTMENTS Iron Rod Found -----',v-v------ ------`n-n � ���__- __n v/ x/ / � m :3 -`� . � I . ", , .. .. wl �\11111 �-4 � - - ., .1 : , N- -23-414--t 7' ` \ / ---~ ` / } � _'_- / � �� �| ` - \ ' � ' i /��,-|� ' ! 1 .�f 4 , Q ,-.,. I _ V4H. i \ � i ��m - .1. w� | i . . I I � . .. I . � ���__- __n v/ x/ / � m :3 -`� . � I . ", , .. .. wl �\11111 �-4 � - - ., .1 : , N- -23-414--t 7' ` � i t . - I I L'. A"__.____ — .-..=.�?—.'�,."!—�,.-.-,,.,�1--�, -=�, I wil� Easement I , Lt. , , I,---- - -_-LU-TI4'ERN CHURCH OF COLLEGE STATION I 6 \ r. " [_ )" <p " , �,_� I =7 /,�,,. (.0 . tk : . � ", .1 /2 " Icon �'. I I 'i'!_41 � ff I I -i ,,, I I __ f" .*'-T" 1 �, il i - � "._ % -/ 6i 4,: �, S e t b a i,; k! *- � ., - 1111t��,�!11, w ; " . i _ 13 �--_-,7�_r , SO ; 'm 11, .---" I I I — # - 1+ .L � I ��o In — � -0 J "pi . I i - ,I . I � V�_ - , � -::= _- - - �� \`� `-1__.._.______' \ / ---~ ` / } � _'_- / � �� �| ` - \ ' � ' i /��,-|� ' ! 1 .�f 4 , Q i ^� | ' I i \ � i ��m - .1. w� | i . . I I � . .. I . � i t . - I I L'. A"__.____ — .-..=.�?—.'�,."!—�,.-.-,,.,�1--�, -=�, I wil� Easement I , Lt. , , I,---- - -_-LU-TI4'ERN CHURCH OF COLLEGE STATION I 6 \ r. " [_ )" <p " , �,_� I =7 /,�,,. (.0 . tk : . � ", .1 /2 " Icon �'. I I 'i'!_41 � ff I I -i ,,, I I __ f" .*'-T" 1 �, il i - � "._ % -/ 6i 4,: �, S e t b a i,; k! *- � ., - 1111t��,�!11, w ; " . i _ 13 �--_-,7�_r , SO ; 'm 11, .---" I I I — # - 1+ .L � I ��o In — � -0 J "pi . I i - ,I . I � V�_ - , � -::= _- - - �� \`� `-1__.._.______' \ / ---~ ` / } � _'_- / � �� .�f 4 , ; �,_ - �- , ,. - .1. I . I __ — 10-Sis � qj_ .11 � i t . - I I L'. A"__.____ — .-..=.�?—.'�,."!—�,.-.-,,.,�1--�, -=�, I wil� Easement I , Lt. , , I,---- - -_-LU-TI4'ERN CHURCH OF COLLEGE STATION I 6 \ r. " [_ )" <p " , �,_� I =7 /,�,,. (.0 . tk : . � ", .1 /2 " Icon �'. I I 'i'!_41 � ff I I -i ,,, I I __ f" .*'-T" 1 �, il i - � "._ % -/ 6i 4,: �, S e t b a i,; k! *- � ., - 1111t��,�!11, w ; " . i _ 13 �--_-,7�_r , SO ; 'm 11, .---" I I I — # - 1+ .L � I ��o In — � -0 J "pi . I i - ,I . I � V�_ - , � -::= _- - - �� \`� `-1__.._.______' \ / ---~ ` / } � _'_- / � �� _� ,/ I . -,:-;, ,/ . ,,)'. 11 . . . .1 , ------_ - - ---- � --- � . f , �j '� 1* r � , l'-'� � / � I �, " . : _-.-.- I / _1___ --.-' � % '�11 . .., ,. .1, -I... ". ;. . . I i - ------t----11 -..-- � . � 1: " .� Addresses Parking Legend Phase n/ Parking Spaces Required: I Space per Bedroom = 122 Spaces. � Phase I Phase III Phase IV Phase V Parking Spaces Provided: 137 spaces � 1 - 7 units rx3b + 3Y4 24 bedrooms bnduxouo hodoxxm^ 26 bedrooms 4X3 1 hij : 20 b z� �nzu� Parking Legend All es ' '"~~. ^. . units _ 22 ,"""°-- 7 units rx3b + 3x4bJ 12 bedrooms 4 - 7 units b + 3x4b) = 24 bedrooms 11 - 3 units 3xz b = 12 bedrooms 23 - 6 units 2x3b + 4x4b : 22 bedrooms 29 - 5 units (2x3b + 3x4b) = 18 bedrooms Parking Spaces Required : 1 Space per Bedroom = 620 Spaces. 27units /&2bedrooms ^2'~ 2* zmuts ~. '.~s (2x3b + 3x4b) = 18 bedrooms . I Parking Spaces Provided: 691 spaces � ^~ ~~~~ '' ' units 33units /l22bedrooms 34units /l24bedrooms ]0mundy Legend 17-3 ts 3x4b = 12 bedrooms Density = 170 units on 13.72 acres Phase 11-A I ! �� + 3x4b = 18 bedrooms Allowable Density = 16 units/ acre * 13.72 acres = 220 units 64units /23bbedrooms I _,_.__~ , . - ~ 3units /l2bedrooms Phase 11-B +4n4b ~22 bedrooms 7'3units ( 9x4b)=12 bedrooms � A���,� � X�� mT�m���a &*�m��m�m�mM�P�1� 0units /34bedrooms Phase I: Parking Spaces Required: 92 Spaces. Parking Spaces Provided: 103 Spaces Phase H: Parking Spaces Required: 46 Spaces. Parking Spaces Provided: 70 Spaces Phase EE[: Parking Spaces Required: 236 Spaces. Parking Spaces Provided: 244 Spaces Phase IV: Parking Spaces Required: 122 Spaces. Parking Spaces Provided: 137 Spaces Phase V: Parking Spaces Required: 124 Spaces. Parking Spaces Provided: 133 Spaces I ��U��U����~vur 'wUx��Vu�K 8 K MAP MJ� GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representativesaminimum n,48hours inadvance vfany excavation. o. Contact Dig Tess @1aou,3*4-mrr b Contact Kean Register at Oncvr, Tel: 774-2501 u Contact Mike Lavender moCox Cable, Tel: 846-2228 2 All construction shall be in accordance with the current City of College Station Standard Specifications for Street Construction and City o[College Station Water and Sewer Specifications. All inspection vnpublic infrastructure shall beperformed bythe staff ofthe City Engineer cf College Station. All construction shall be coordinated with the City of College Station City Engineer. 3. |nlieu ofusing the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution. Requests for changes should include product information and an engineers seal where applicable. The onnuaomrshall befinancially responsible for the engineers time spent reviewing changes and redesigning based oncontractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Trench Safety sheet for details. a. TRENCHING AND BACKFILLING: The backfilling of all trenches within structural areas shall be accomplished with cement stabilized sand placed mwithin G^ufpavement oubqmdo. The backfilling ofall trenches outside ofstructural areas shall bmplaced on as to achieve 85 percent Modified Proctor Density. All backfilling shall be between optimum and 4 percent (4 Y6) wet ofoptimum moisture content Testing shall be provided by a certified laboratory at the Owners expense to verify these standards. Any retesting due msubstandard work shall bemuthe expense ofthe Contractor. Structural areas shall include all sidewalk footprints and shall extend & beyond the curb lines nfall streets, alleys and parking areas. u. It is the responsibility mthe contractor mo comply with all oomu and Federal nuouumqno regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of College Station Electrical Division. r. Where a contradiction between plans and specifications occur, the plans shall be ruled as superior. a. Ali materials and labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which uisused. a. roaCvouocto,mustpm"ueoumauuononstomnoonmmuinmnnsuionpmwu:unnmesep|ono. 10. Trees -to -be protected--are-shown-here'n andshall hefully protecuedpno,muhestart mconstruction. ` --_- 11.m|soil exposed byconstruction shall receive Solid St. Augustine Sod. 1u.Trenches may beleft open overnight nproperly barricaded. 14. All paint and glass beads used shall conform to TxDOT Standard Specification 666 Type 11 with glass beads. 15. The CONTRACTOR is required to maintain an appropriate traffic control plan (TCP) while working on the roadway.This TCP shall conform to the guidelines in the contract documents and those contained in the Texas MUTCD. 16. Handicap Ramps shall comply with all requirements of the Current Texas Accessibility Standards. 17. Contractor shall install 2 -4" Grey Schedule 40 PVC conduits as shown, 48 " below finished grade and install pull string in conduit. 18. Structural fill.(under pvmt, building pad, sidewalks).shall be compacted to 95 % std. proctor density. 19. Fire Walls: All exterior walls and required interior walls shall uasheathed with PDrywall mprovide aone (1)Hour fire rating. ' SITE PLAN NOTES: 1. Name ofProject: Watenwoo Condominiums u.Legal Description: Lots 1&2,s&MJones Farm Place n. owner Jim Stewart 4uonWoodland Park Court Arlington, Texas rso18 (817) 994 -4663 (817)429 -8664 4. Engineer. Mitchell &Morgan, L.L.P. 511 University Drive East, Suite 204 College Station, Texas 7r840 (979)mm-690 n.Zoning: R4 e. Existing Use: Vacant Use: Condominiums 7. Setbacks: Per City of College Station Ordinances a. Site Area: 1u.72acres Phase 4Site Area: 2.21 Acres o. Project Information: pH |: 27 units pH|4A:uunits pnx-o:ounits PHIll: 84units pHIV: u3 units PH V:u4units No portion of this site lies within the I 00 -year floodplain per FEMA!s Flood Insurance Rate Map panel *8041cu144o Effective date: July 2, 1992. /�u[� V)��-\�~C� �{~��� q\_ r��--\��--�~/._� x �`^ ^ ' _ PROJECT BENCHMARK: North Corner of Storm drain Inlet Northeast of Detention Pond. X= 3565583.47, Y= 10209320.53, Elev= 276.27 Ex. Son. sewer Manhole SITE PLAN NOTES: ------------- 7.5' SIDE SETBACK — a -ss 2' wide Ex. 1. Name of Project: Waterwood Condominiums 2. Legal Description: Lots I & 2, E & M Jones Farm Place 3, Owner: Jim Stewart 4200 Woodland Park Court Arlington, Texas 76013 (817) 994 - 4663 (817) 429 - 8664 4. Engineer: Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 College Station, Texas 77840 (979) 260-6963 5. Zoning: R-4 6. Existing Use: Vacant Proposed Use: Condominiums 7. Setbacks: Per City of College Station Ordinances 8. Site Area: 13.72 acres Phase 4 Site Area: 2.21 Acres 9. Project Information: PH 1: 27 units PH If -A: 3 units PH 111-13: 9 units PH 111: 64 units PH IV: 33 units PH V: 34 units No portion of this site lies within the 100 -year floodplain per FEMA!s Flood Insurance Rate Map panel 48041CO144C. Effective date: July 2, 1992. S-XProj10229-stewartcondos10545-WATERWOOD-PH4 & PH51PHASE-410545-02-sIte.dwg, 09ffiQM 022M PM, 1:30 Connect prop. 6" Private Sanitary Sewer Line to 81, Ex.5LSanAg_ry — — — — — — — — — — — — — — — — — — — — — — — — — — — Sewer Line 1. Res— SETBACK. — 8_�_ . - B-SS8-SS Phase IV 20 - 5 units (2x3b + 3x4b) = 18 bedrooms 21 - 7 units (2x3b + 5x4b) = 26 bedrooms 22 - 3 units (Ox3b + 3x4b) = 12 bedrooms 23 - 6 units (2x3b + 4x4b) = 22 bedrooms 24 - 5 units (2x3b + 3x4b) = 18 bedrooms 25 - 7 units (2x3b + 5x4b) = 26 bedrooms 33 units / 122 bedrooms Parking: Legend Parking Spaces Required: I Space per Bedroom Parking Spaces Required: 122 spaces Parking Spaces Provided: 137 spaces PARKING Peripheral Parking: 00 spaces Interior Parking: 137 spaces Total parking: 137 spaces INTERIOR ISLAND End Island Area Required (min) 1800 sq. ft. Total Interior Island Area Provided: 3616 sq. ft Extra Interior Island Area Required: (137sp/15sp)*180 sqft=(10)*180 sq.ft.= 1800 sq. ft. (Interior Island Area Provided): 1816 sq. ft. Lot 2, E & M Jones Farm Place T E, UTILITY DEMANDS PHASE 4 DOMESTIC WATER: (PER UNIT) 1.20 GPM (PEAK) 0.31 GPM (AVE) 0.00 GPM (MIN) PROVIDE 5/8" WATER METER FIRE FLOW: 2000 GPM SEWERAGE FLOW: 1760 GPD (MAX) 440 GPD (AVE) 0 GPD (MIN) 13 5/8" Water Meter M Electrical Junction Box Building Number IT] Transformer Wrought Iron Fence 2-2"–PVC–EC — Electric Conduit M10ENN1E:_NMNNr_JNNNE::- Retaining Wall (Size in Inches Indicated) —X—X— 6' Board Fence mmm mmm mown Fire Lane Striping (Existing Wire Fence To be Removed with concurrence of adj property owner) GENERAL NOT 1– All roof and ground–mounted mechanical equipment shall be screened from view or isolated as not tobe visible from any public right–of way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 2– All proposed public utility infrastructure shall be covered by a blanket easement until a formal easement is approved. 3– All sanitary sewer shall meet building code regulations and be inspected by the City of College Station building official. 4– Contractor shall coordinate with College Station Utilities, 764-3660, prior to connecting to existing waterline. Scale: 1 inch = 30 feet All curbs and curb ends designated as firelones on plans shall be painted red with *4" (four inch) white lettering stating "FIRE LANE–NO PARKING–TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. FIRE LANE STRIPING 18" x 12" See Ordinance for additional Information FIRUr". LANE SIGN Galvanized `Fence Post Windsor Point Side Waterwood Side 2.00' a mie FLUME TYPE t/FENCE DETAIL NTS AJ#J J,F .11MAfl, JV4W ,FJJ4,y*_ff_ PWA Z'K 4 Mat 't -C. -OE; k\m4- M h A MITCHELL 'TC 0 MORGAN T T la -7 a 91 .979.260.6963 F.979.260.3564 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 P\s OF ........... *: milli VE........... .............. CA ..MORGAN;' . ......... 77 0% j"' TE V, C,4 k, >o [if M W nei Q) C Ld 3 Z 0 W (�o (�o C) ff) <(,0 0 a - r- < X Z o (Drn 0 0 00 0 < C14 U) C: 0 .U) (Z) Q) Q) cz) ks? w� O Of 12 Sheets irG,9;�N= r Scale: 1 inch = 20 feet r Hawthor �' i" 1..., } =il p: l i Ii it �.i �. P• - t i I, _ i' i._ �.:{•- ,� s 1. l y h t �.' :$..,._ , _;,. _ _ - -� I ' '� t ;:,.,sre� J "1 r ,t. t trt .t• _ ®- - ii , i _. __.....,..,.. ....,_..., ._._.. ..� ,— .. - -�. .�. �.,.:,ti., _ a��—_w.i_.-rs..+•e�....,.r_z....� a ,.. �.: � ___..__.._«. 3 .-..... __._,._ ...,_,-..._ .... r — ? �:>_ '�S ^'is�.i 3?--. - �.�i4_ it „. ... _ ..._... _..., -_ �x...—..< ..: :_, _vr...�—m �. ..,�„-,..�.� �- •.->- . ..........«_ �., t..i} -_ _ ._... � r� S . , ..—.,..,.., .r.....�.�....,..,,,s �,. yxu .u�y �.r � .... _. � ,,..... g...... , ..�n.... �. Ca. �' � _"_"_.l'�.^.-- E`J�"_ _,.,xl_:x•�e,ccx.oa-r�...m,xw:,�,:n..,.-,e::ex._cex ..uan,.a..+a-,nw. ,.,ne-,.s — yam .......,.-i nmm4�. ......�. .. _�.._ .._....xvu�v.,.,N. is.... r..w� �r.0 .a.r.. -'re x.:,_ ._-.c:'r_:.e' .:�.r:, .,-:a» <,r.:a :,..:.. ow.:. .vu.,� vu... .•r�::.-.:,,.sc nce[.,n...x „ eca...xa. :e - - Existing Private Concrete Driveway , 5:1ProjW229-sl rtcondos10545-WATERWOOD-PH48 PH5\PHASE-410545-12-Landscape-Plan.dwg,09AWD050324:31 PM, 120 LANDSCAPE CALCULATIONS SYMBOL QUANTITY SIZE COMMON NAME (BOTANICAL NAME) UNIT PTS. TOTAL PTS 370 5 gal. Indian Hawthorne (Rhaphiolepis indica) 10 3,700 13 2.1 "-3.4" Cedar Elm (Ulmus crassifolia) (Interior) 150 1,950 ® 5,000 4» Asian Jasmine (Trachelospermum asiaticum) 0 0 Field Verify Sq. Ft. Common Bermuda Sod (Cyndon dactylon) 0 0 Points Per Project Area Required: Phase 4: 96,148 SF of Site Area 96,148 SF / 1,000 = 96.15 96.15 x 30 = 2,884 Points Required Total Points Required: 2,884 Points NOTES: Total Points Pioposed: 5,650 Points 1. An irrigation plan will be submitted separately. Plans must be reviewed and approved by the City prior to the issuance of a certificate of occupancy. 2. 100% coverage of groundcover, decorative paving, rock, or grass is required in all parking lot islands, swales, and drainage areas, setbacks, right-of-ways and any property disturbed during construction. TOTAL 5,650 pts. FILENAME: 0545-12—landscape—Pla n.dwg PLOTTED: 02 Sep 2005 — 1:59 prn 'V _V 0) (� O CN �CN Cc, J CIOO W Q � L (n Ln CO 'Q :zf "tel, rO V O 00 C Q) O aC O v U � o Z� O� 0 U D Q O� 0 Of 12 Sheets 1-� q :L�c