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CD 0 M --J . -1 -1 -j w Li LAJ V) LIJ C) C � l 11 11 =3 a: to 0 cl CD Z N.:: M -j -j LLI ui 0 0 to� W m LJ Ld ui 0 In Q 0 M W L L" UJ 0 W W M M LJ m C 0 N -j w 0 (n Z 0 -1 V) Q) :2 cn cn 0 z Z E2= m V) t 2 4 r, Z-1 W 0 U.J U-1 Lli 0 Li o (n x 0 z V) V) 0 U C-) 2 m m 0 V) V) (f) < M X LLJ -j z UJ (n L) - >- 0- w LL LLJ :3 M - 8 0 w c cn -i :Fa' 0- UJ W Ld 0 d- LLI LLJ m Z: L) LLJ z C) LLJ :D C-) W m 0. M Z: M Q F- 0 0 x C-) 0 C) 0 0� Z Z: < LLJ Z Z LLJ -j X 0 M m :;) 0 =m C xw =) w x Z: x x C-) X 0 0 CD < V) Mo :D Lli 0 -< -< Q- C:) Q Q Q 3: Lj ck� - 57< < :) �; :z LLJ 5< - g In C) U) LL- < m < z -4- LLJ Z: CL z = 3;: V) V) W F- -3 x 0 u _0 N M Lo to r� 0 m a C)f CY) CN to (D r 00 M 0 CN 1 .1 to (o r 00 M M n M 00 o) C) 0 LLJ C14 N N CN ro M co U- 0 V) 0 w U , 0 CL 0 V) # Lj- R P U-i CN 00 Z 0 IS 1 CL z uj LLJ 0 H < P= JA 0 .0 LLI Ld uj M cq ( I II CO) uj 0 L 1-- 0 w m LLJ LAJ LLJ 0, W LLJ LLJ M U) ' LL. uj = Li- Z: W U- : 5 2 M 0 W C LLj 0 C- j Lli LLJ U) 0 E = C (:) . 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DO PRIVkf!fA EMENVE TENSION ""� a 5z� / r ♦ I. z P L0 En. C) CIN a , , X x CO C14 C r* oir`i -. N V .0 CD z z o 0 'Ile C-) CD m 0 W Z LLJ 0 < Op 00 0 .0 LLJ cq ( I II 00 --� o0 0 z c-11 Is 61 N N 1. 04 a_ >< Lj 1 ui 17 to U- 0 CA ".4 0 00 O O W 'co IZ r o ui ry LL: m En w CL=>L.j LJ io ( 5 # 0 C:) L) = U R 0 V) LZ CD V) ED 00 CD C Co 1w LLJ a m 0 C:) CD 25 CD Y 3 7- LLJ Lu Z 0 0 0 2-1 c:I C) C) 0 CD < 04 M E, d = cm f q Of # y p '. 1 , I o 04 W LLJ =D C 0 V) >< 0 _ 0 00 >j U) ry C < ' 4 p V) LL- uJ C) o 0 V) < 0 �E 'b. n C) cr- - Y V) C) 0 >< < LLJ S o., = n P- V) C> M V) -, �l CD - Q j= V) C) 0 o CD z W < OH 00 CZJ — < x -H 2-- si C LLI n -- CD m = LLJ V) O 1 41� w 0 8 C) rn CD w ire wow 0 >< W 71 57< C) A C 165.00' S 43'29 E :N OR 1 1 � 0 1 Mmm Cot, "T i4 E ><I PM 7.5' L I I 1 1 1 lJ1 I ■ zo C� 4? 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M M 0 C r 00 C:> n CD 0 r_< r 0 G) Lj4 4' = M;U >- cn --j i M rrl Z rn < 0 M -'< M - U M :> tj M M F_ ;U X X rrl n P­1 17— M CA X CU ;U M C3 C: o x mmn M C-) 1:3 M __j 0 a: —7 6 M 48.1 O D> 0 a) TO ;:0 0 0 > n LD Z M -0'_ C C) cz� i7i _� X 4 C! 0 U0 �.o 0 C4 O 0 3> X: n r q G c3 CD 0 Q m G c3 o X rrl < O C) 0 I< rri E) C) -- i < rri 'k r < rvi cf) rq -< r rq P u, m rr' r rqO q ;0 ;0 A X r, X N X 0 m c " 179 c') x C r3 > o �U X C: E3 >. 0 X c� 13 > 0 M " cn X Lrl (4 - N- Ln (4 (4 n m rq r3 (x m rr, r3 PJ M rq C3 M M C Z"Z� C 0 Z ) c:0z M ?5)11\ > --i M X: (-) c: Q C) M mc C Q X Q C:: C) > 3> J." tj F M M ri CA" 0 n M r -- 4 M d M rq (4 if 6 M M 7 76 M 7 6 M H+H 9-5.1 rn X M LONGMIRE DRIVE ( 70' ROW, 47.3' BB ) UT (j) 3> cl) cl _r7 r r 4� r C14 lo. co CD d3a I r_r7 _U 1> X 73 01. < X U -1 < < < \y O X z 1. 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M IQ F 0 3> M M L7:1 70 _z' M k F k F o v �� ( z Q) >= M M < -.0 > 70 3> 3> M M 0 .9 bci 3> M 3> M 3>_ U 3> 17 c) M C C=l C �_6 _q 9 c) M I N% 3>_ M CL lJl M =l M M 0 7 m M M 101) W 6 M n c: U r 3:D- z <> U) : co 0 Z II 11 �z C M 11 II II 0 3 10 cn co _P: o 0, CO N r ) ID co C) C) Crl M M > M n -T, C r V) t0 E=l co O M t=:j rn (D C> 171 _19 .0 -4 c/) z_qn 0 3> X: n r q G c3 CD 0 Q m G c3 o X rrl < O C) 0 I< rri E) C) -- i < rri 'k r < rvi cf) rq -< r rq P u, m rr' r rqO q ;0 ;0 A X r, X N X 0 m c " 179 c') x C r3 > o �U X C: E3 >. 0 X c� 13 > 0 M " cn X Lrl (4 - N- Ln (4 (4 n m rq r3 (x m rr, r3 PJ M rq C3 M M C Z"Z� C 0 Z ) c:0z M ?5)11\ > --i M X: (-) c: Q C) M mc C Q X Q C:: C) > 3> J." tj F M M ri CA" 0 n M r -- 4 M d M rq (4 if 6 M M 7 76 M 7 6 M H+H 9-5.1 rn X M LONGMIRE DRIVE ( 70' ROW, 47.3' BB ) UT (j) 3> cl) cl _r7 r r 4� r C14 lo. co CD d3a I r_r7 _U 1> X 73 01. < X U -1 < < < \y O X z 1. C) 31 .0 Q 4 CD < F NOISN--- Alfld' ',.QO <_ < < r < < < < < < < F F < < C3 3 /33 ' 0z < < < < < F F k F (D cli w F E F F F F F k F O w O O 2: rrl <_ k < < 3c < C) 9'L M C3 C rrl _0 70 k -)no 17 M M M M M M >< 70 M" M ---i C C=l C-3 C:3 C C=l M M I ,99,6Z.�V S 00'99 1, 3>_ < 3:* < < < M 3"- t=v t=:$ rrl M 19 G'L M M rrl b__�'> 0 �� \F F F F F F F F F F N F M (01 5) rri F k U 0 C M .01- r4i 10 61 r-3 >< 51 >< % ft z:_ c IQ N 0 rri --- '0 C C4 M M M C _0 M -A r 3>- C txs ' k 3> M -z 4 =3 Q t=J M 'Z M MM -0 4 _q C) -71 0 3>- U) IQ M C-) C) -, 3> tz < < < < < r < 0 ..... . . .... M IQ F 0 3> M M L7:1 70 _z' M k F k F o v �� ( z Q) >= M M < -.0 > 70 3> 3> M M 0 .9 bci 3> M 3> M 3>_ U 3> 17 c) M C C=l C �_6 _q 9 c) M I N% 3>_ M CL lJl M =l M M 0 7 m M M cj _0 3;--- t= X* Q - .e' � m 70 M 70 M 3 ;0 M M M D M ("' NM "I M CAM — 170 TI 3> 1 M >< M >< 3> M >< M < -j< -0 Z D -H< - 0 Z 3> --f Q — =:— --i C-) f-" M: --i M _.z' 3> C3 M 70 = 3�- ` C3 M 70 - 0 . t" < 1-" r - n c M r j -i 3> =M.:Z M --- M C3 ED=] 1= t= t= =1 EQ — —1 = M %__ M - - q M - q M =001 to w - M M 70 cl >< 17) 70 70 C3 rn J> M 3 M --i - q C-) M r— C3 M M :- ­4 3 c_ --- 3> ( M C3 t= C3 m t-" cm M '­� < < 3 C3 ED tad 3> tad >< >< M >< - 0 = 11 " � �—'_ _--i M c1l S) Ed M =: ­4 M C4 M t= :3> 3 V) r_ a cl = 70 cl M V) Ln M M V) c") im a:- .11z (4 3> 4 - 0 3> _-Z- C tod t''1 C3 t=1 :>- V) CM - 0 - Tj 5"'J W 5- _< t= --- i "I I c) ED 5: -1 (= t=j = t= --i< C-) Cn 3> M 3> w M M cl - (4 N M 70 M 70 70 %[::3 -0 M M :3> M 3> C3 0. r3 tz --- i EQ - 0 M C-) --j :t> =3 2> = C3 t::j __j (4 EM M :3> C3 M �'o rr , M 1 t10 M 70 Z' M M M 3>r Ul C3 M Q 3> c__ - --z 3> t=j 70 ci M M c") 70 C3 t:j 3> c') C3 Q r- - . 4 nj d v) i C3 C3 3>- _< (,,� Q _n 17 - -a _71 --- i __4 r-3 7o :1> M I Q C3 -- I 3>- C-) 1 - 0 M __q - 0 ---1 3>- t= M EM C3 73 � ED M 3>- P A C ; cr) C� rd Ul 0n M 0 �Lti 'P 4: C 0� 0 S07 S CAI I Fr7 "VV" 0 62.50, S 28-,3, 30, 0 <-' X 6 < m 0 ca c I n lk 0 l < rl 10 A0 n 0 " go, M N VS m " q m 101) W 6 M n c: U r 3:D- z r CO U) : co U) �z C M M 3 rTl M — a M r ) Url Crl M M > M n -T, C r 0 t0 E=l co O M t=:j 171 _19 .0 -4 c/) z_qn M r-"M 0 M CD M :5;w X >_ 0 .? 17 F cj _0 3;--- t= X* Q - .e' � m 70 M 70 M 3 ;0 M M M D M ("' NM "I M CAM — 170 TI 3> 1 M >< M >< 3> M >< M < -j< -0 Z D -H< - 0 Z 3> --f Q — =:— --i C-) f-" M: --i M _.z' 3> C3 M 70 = 3�- ` C3 M 70 - 0 . t" < 1-" r - n c M r j -i 3> =M.:Z M --- M C3 ED=] 1= t= t= =1 EQ — —1 = M %__ M - - q M - q M =001 to w - M M 70 cl >< 17) 70 70 C3 rn J> M 3 M --i - q C-) M r— C3 M M :- ­4 3 c_ --- 3> ( M C3 t= C3 m t-" cm M '­� < < 3 C3 ED tad 3> tad >< >< M >< - 0 = 11 " � �—'_ _--i M c1l S) Ed M =: ­4 M C4 M t= :3> 3 V) r_ a cl = 70 cl M V) Ln M M V) c") im a:- .11z (4 3> 4 - 0 3> _-Z- C tod t''1 C3 t=1 :>- V) CM - 0 - Tj 5"'J W 5- _< t= --- i "I I c) ED 5: -1 (= t=j = t= --i< C-) Cn 3> M 3> w M M cl - (4 N M 70 M 70 70 %[::3 -0 M M :3> M 3> C3 0. r3 tz --- i EQ - 0 M C-) --j :t> =3 2> = C3 t::j __j (4 EM M :3> C3 M �'o rr , M 1 t10 M 70 Z' M M M 3>r Ul C3 M Q 3> c__ - --z 3> t=j 70 ci M M c") 70 C3 t:j 3> c') C3 Q r- - . 4 nj d v) i C3 C3 3>- _< (,,� Q _n 17 - -a _71 --- i __4 r-3 7o :1> M I Q C3 -- I 3>- C-) 1 - 0 M __q - 0 ---1 3>- t= M EM C3 73 � ED M 3>- P A C ; cr) C� rd Ul 0n M 0 �Lti 'P 4: C 0� 0 S07 S CAI I Fr7 "VV" 0 62.50, S 28-,3, 30, 0 <-' X 6 < m 0 ca c I n lk 0 l < rl 10 A0 n 0 " go, M N VS m " q m 101) W 6 C) n c: U --� > r CO U) : co U) �z M M M 0 0 Url Crl M M > n -T, C r 0 t0 � = C) X 171 _19 .0 -4 c/) z_qn r-"M 0 M CD M :5;w X >_ 0 0 17 F 0 20 0 d M 0 00 -0 tj G _r M 0 0 F) 0 M5 _9 r M 0 c/) n- 71' t-� ---I r 3> w 0 i M 0 c/) jr -. M M 0 C m n 00 C:> n CD 0 0 G) Lj4 4' = M;U >- cn --j i M M 0 M tj M M F_ 17— M cj _0 3;--- t= X* Q - .e' � m 70 M 70 M 3 ;0 M M M D M ("' NM "I M CAM — 170 TI 3> 1 M >< M >< 3> M >< M < -j< -0 Z D -H< - 0 Z 3> --f Q — =:— --i C-) f-" M: --i M _.z' 3> C3 M 70 = 3�- ` C3 M 70 - 0 . t" < 1-" r - n c M r j -i 3> =M.:Z M --- M C3 ED=] 1= t= t= =1 EQ — —1 = M %__ M - - q M - q M =001 to w - M M 70 cl >< 17) 70 70 C3 rn J> M 3 M --i - q C-) M r— C3 M M :- ­4 3 c_ --- 3> ( M C3 t= C3 m t-" cm M '­� < < 3 C3 ED tad 3> tad >< >< M >< - 0 = 11 " � �—'_ _--i M c1l S) Ed M =: ­4 M C4 M t= :3> 3 V) r_ a cl = 70 cl M V) Ln M M V) c") im a:- .11z (4 3> 4 - 0 3> _-Z- C tod t''1 C3 t=1 :>- V) CM - 0 - Tj 5"'J W 5- _< t= --- i "I I c) ED 5: -1 (= t=j = t= --i< C-) Cn 3> M 3> w M M cl - (4 N M 70 M 70 70 %[::3 -0 M M :3> M 3> C3 0. r3 tz --- i EQ - 0 M C-) --j :t> =3 2> = C3 t::j __j (4 EM M :3> C3 M �'o rr , M 1 t10 M 70 Z' M M M 3>r Ul C3 M Q 3> c__ - --z 3> t=j 70 ci M M c") 70 C3 t:j 3> c') C3 Q r- - . 4 nj d v) i C3 C3 3>- _< (,,� Q _n 17 - -a _71 --- i __4 r-3 7o :1> M I Q C3 -- I 3>- C-) 1 - 0 M __q - 0 ---1 3>- t= M EM C3 73 � ED M 3>- P A C ; cr) C� rd Ul 0n M 0 �Lti 'P 4: C 0� 0 S07 S CAI I Fr7 "VV" 0 62.50, S 28-,3, 30, 0 <-' X 6 < m 0 ca c I n lk 0 l < rl 10 A0 n 0 " go, M N VS m " q m 009 EXISTING SIDEWALK 38U0' N 43 W COLLEGE STATION SHOPPING PLAZA 2704 SOUTH TEXAS AVENUE AND VALLEY VIEW DRIVE COLLEGE STATION, TEXAS 77840 A PROJECT OF: DAVID COTTRELL INVESTMENTS 7505 HIGHMEADOW, HOUSTON, TEXAS, 77063 (V) 713-783-5052 (F)713-3344535 DALLAS 4801 Arapaho Suite 200 Addison, Texas 75001 972 490 7292 V 972 490 7444 F HOUSTON 1111 North Loop West Suite 800 Houston, Texas 77008 713 6691103 V 713 869 5573 F James F. Turner I I 08-29-05 PERMIT & PRICING 09-19-05 PERMIT COMMENT RESPONSE 09-30-05 COMMERCIAL PLAN REVIEW RESPONSE 10-28-05 OWNER AND GROUND LEASE PAD SITE COORDINATION 101) W 6 C) n c: U --� > r CO U) : co U) �z M 009 EXISTING SIDEWALK 38U0' N 43 W COLLEGE STATION SHOPPING PLAZA 2704 SOUTH TEXAS AVENUE AND VALLEY VIEW DRIVE COLLEGE STATION, TEXAS 77840 A PROJECT OF: DAVID COTTRELL INVESTMENTS 7505 HIGHMEADOW, HOUSTON, TEXAS, 77063 (V) 713-783-5052 (F)713-3344535 DALLAS 4801 Arapaho Suite 200 Addison, Texas 75001 972 490 7292 V 972 490 7444 F HOUSTON 1111 North Loop West Suite 800 Houston, Texas 77008 713 6691103 V 713 869 5573 F James F. Turner I I 08-29-05 PERMIT & PRICING 09-19-05 PERMIT COMMENT RESPONSE 09-30-05 COMMERCIAL PLAN REVIEW RESPONSE 10-28-05 OWNER AND GROUND LEASE PAD SITE COORDINATION M 0 X > a 0 U) : co U) �z M M 0 0 Url Crl M M > 0 t0 X N _19 .0 -4 c/) _ 0 0 0 M 0 _9 r M 0 71' 0 M 0 c/) 0 M M 009 EXISTING SIDEWALK 38U0' N 43 W COLLEGE STATION SHOPPING PLAZA 2704 SOUTH TEXAS AVENUE AND VALLEY VIEW DRIVE COLLEGE STATION, TEXAS 77840 A PROJECT OF: DAVID COTTRELL INVESTMENTS 7505 HIGHMEADOW, HOUSTON, TEXAS, 77063 (V) 713-783-5052 (F)713-3344535 DALLAS 4801 Arapaho Suite 200 Addison, Texas 75001 972 490 7292 V 972 490 7444 F HOUSTON 1111 North Loop West Suite 800 Houston, Texas 77008 713 6691103 V 713 869 5573 F James F. 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REINFORCED CONCRETE STEEL J �z Q Q �Q �T r General Notes 01. All Plant Material shall be pruned / shaped as per Landscape Architect after installation to remove any broken or damaged branches and to give uniformity of shape. 02. All Plant Material must be approved by the Landscape Architect before installation. 03. Verify all quantities before installation. 04, Broken pieces of sod (smaller than 8" square) are not acceptable. 05, All Crape Myrtle Trees are to be pruned up to expose 4' clear trunk(s). 06. Landscape Contractor is responsible for clearing any dirt or mud from public roadway. Landscape Contractor is also responsible for keeping the site clean during construction and plant installation. 07. All proposed "New Canopy Trees" shall be containerized. 08. An automatic irrigation system will cover the entire landscaped areas. Oq, Bedding Soil (flowerbeds) shall be prepared to a depth of 8 inches and. consist of 60% Sandy Loam Topsoil, 20% Black Humus, 10% Mushroom Compost and 10% Red Shredded Mulch. 10. All flowerbeds shall be top dressed with a 3" layer of Black Humus or equal. II. Install 3' diameter mulch rings (3" thick) around all trees (canopy and non - canopy) which appear in lawn areas. 12. All plant material is to be guaranteed for I full year. 13, Erosion control is required as needed and clean -up is included. 14. See Site Plan for topographic information, existing and proposed utilities, easements, adjacent land uses, existing development and roadways. Landscape Calculations POINT CALCULATIONS Required Site -- 458 618.6573 (10.528 ac)/ 1000 x 30 x 2= 27,518 Points Buffer -- NONE 5treetscape: Texas Ave and FM 2818 -- 1048 Lin. Ft. / 50 x 300 6,288 Points Longmire and Valley View -- 1407 Lin. Ft. / 50 x 300 = 8,442 Points TOTAL POINTS REQUIREDo 42,248 Pointe CANOPY TREE REQUIREMENT Main - 27,515 /2 = 13.75q Points / 300 = 46 Trees 5treetscape Texas Ave and FM 2818 -- 1378 Lin. Ft. -40' - 30' - 40' = 1268 / 25 = 51 Trees Longmire and Valley View - 1407 Lin. Ft. -34' - 41' = 1332 / 32 = 42 Trees TOTAL CANOPY TREES REQUIREDt 13q Trywa (A minimum of 70 Canopy Trees are required for this site.) (138 Non- Canopy Trees can be substituted for 6q Canopy Trees.) Proposed Landscaping NEW CANOPY TREES (container) 103 @ 300 Points (3% Cal.) = 30,900 Points 28,800 Points NEW NON - CANOPY TREES (container) 112 @ 40 Points = 4,480 Points 7,360 Pointe SHRUBS (5 gal, or larger) 687 @ 10 Points = 6,870 Points 7,360 Pointe ' GROUND COVER (I gal.) 15q @ 0 Point 0 Points O Points TOTAL PROPOSED LANDSCAPING - 42,250 Pomw TREE MULCH .RUG SYMBOL This symbol denotes a 3' diameter • mulch ring around all canopy and non - canopy trees which appear In lawn areas. NOTE: Screening shrubs and Buffer shrubs ELAEAGNU5 and LIGU5TRUM must be at least 3 feet in height at time of installation. NOTE: 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass is required in parking lot islands, sLUales and drainage areas, the parking lot setback, rights -of -way, and adjacent property disturbed during construction. Plant List Kay Qumtity Sire Cwwrm Name (BoUnkal None) Poft Value Points Canopy Tram 12/14' Ht., 4/5' 5p., Matched 2,740 15" Height Min., V -0" Clear Trunk Min., Container 13,200 BC 3"W LOT 2 3 1/2" Cal. Bald Cypress (Taxodium distuchum) BLOCK 12 CE o 44 SOUTHWOOD Cedar Elm(Ulmus classifotia) 300 SECTION 26 28 3 1/2" Col, 310/687 300 LO (PLATTED) 3 1 /2" Col. Live Oak (Quercus virginiana) 300 f Nan -cmw Tram CM 112 01 Cal' (330 Got.) Crape Myrtle (Logerstroernia indica 'Watermelon Red') O Sh ube E ® o18 5 Gal. Elaeognus (Eloeoenus x ebbingei) Q IH 0 274 W Indian Hawthorn (Rophiolepsis indica 'Clara') 10 tL q0 5 Gal, Ligustrum (Ligustrum japonicum) 10 0 0 225 5 Gal. Oleander (Nerium oleander 'Hardy Red') z MG ® 15q 0 G1V" cover Maiden Grass (Misconthus sinensis 'Yaku Jima') 0 Lawn SECTION 26 484/655 (PLATTED) F.M. 2818 SERVICE ROAD 70 ROI q 47.31 BB Z4" W.L. REINFORCED CONCRETE STEEL J �z Q Q �Q �T r General Notes 01. All Plant Material shall be pruned / shaped as per Landscape Architect after installation to remove any broken or damaged branches and to give uniformity of shape. 02. All Plant Material must be approved by the Landscape Architect before installation. 03. Verify all quantities before installation. 04, Broken pieces of sod (smaller than 8" square) are not acceptable. 05, All Crape Myrtle Trees are to be pruned up to expose 4' clear trunk(s). 06. Landscape Contractor is responsible for clearing any dirt or mud from public roadway. Landscape Contractor is also responsible for keeping the site clean during construction and plant installation. 07. All proposed "New Canopy Trees" shall be containerized. 08. An automatic irrigation system will cover the entire landscaped areas. Oq, Bedding Soil (flowerbeds) shall be prepared to a depth of 8 inches and. consist of 60% Sandy Loam Topsoil, 20% Black Humus, 10% Mushroom Compost and 10% Red Shredded Mulch. 10. All flowerbeds shall be top dressed with a 3" layer of Black Humus or equal. II. Install 3' diameter mulch rings (3" thick) around all trees (canopy and non - canopy) which appear in lawn areas. 12. All plant material is to be guaranteed for I full year. 13, Erosion control is required as needed and clean -up is included. 14. See Site Plan for topographic information, existing and proposed utilities, easements, adjacent land uses, existing development and roadways. Landscape Calculations POINT CALCULATIONS Required Site -- 458 618.6573 (10.528 ac)/ 1000 x 30 x 2= 27,518 Points Buffer -- NONE 5treetscape: Texas Ave and FM 2818 -- 1048 Lin. Ft. / 50 x 300 6,288 Points Longmire and Valley View -- 1407 Lin. Ft. / 50 x 300 = 8,442 Points TOTAL POINTS REQUIREDo 42,248 Pointe CANOPY TREE REQUIREMENT Main - 27,515 /2 = 13.75q Points / 300 = 46 Trees 5treetscape Texas Ave and FM 2818 -- 1378 Lin. Ft. -40' - 30' - 40' = 1268 / 25 = 51 Trees Longmire and Valley View - 1407 Lin. Ft. -34' - 41' = 1332 / 32 = 42 Trees TOTAL CANOPY TREES REQUIREDt 13q Trywa (A minimum of 70 Canopy Trees are required for this site.) (138 Non- Canopy Trees can be substituted for 6q Canopy Trees.) Proposed Landscaping NEW CANOPY TREES (container) 103 @ 300 Points (3% Cal.) = 30,900 Points 28,800 Points NEW NON - CANOPY TREES (container) 112 @ 40 Points = 4,480 Points 7,360 Pointe SHRUBS (5 gal, or larger) 687 @ 10 Points = 6,870 Points 7,360 Pointe ' GROUND COVER (I gal.) 15q @ 0 Point 0 Points O Points TOTAL PROPOSED LANDSCAPING - 42,250 Pomw TREE MULCH .RUG SYMBOL This symbol denotes a 3' diameter • mulch ring around all canopy and non - canopy trees which appear In lawn areas. NOTE: Screening shrubs and Buffer shrubs ELAEAGNU5 and LIGU5TRUM must be at least 3 feet in height at time of installation. NOTE: 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass is required in parking lot islands, sLUales and drainage areas, the parking lot setback, rights -of -way, and adjacent property disturbed during construction. Plant List Kay Qumtity Sire Cwwrm Name (BoUnkal None) Poft Value Points Canopy Tram 6,600 12/14' Ht., 4/5' 5p., Matched 2,740 15" Height Min., V -0" Clear Trunk Min., Container 13,200 BC 3"W 22 3 1/2" Cal. Bald Cypress (Taxodium distuchum) 300 CE o 44 3 1/2" Col, Cedar Elm(Ulmus classifotia) 300 LE � 28 3 1/2" Col, Drake Elm (Ulmus parvifotia) 300 LO C t 3 1 /2" Col. Live Oak (Quercus virginiana) 300 Nan -cmw Tram CM 112 01 Cal' (330 Got.) Crape Myrtle (Logerstroernia indica 'Watermelon Red') 40 Sh ube E ® o18 5 Gal. Elaeognus (Eloeoenus x ebbingei) 10 IH 0 274 5 Gat. Indian Hawthorn (Rophiolepsis indica 'Clara') 10 LIG ® q0 5 Gal, Ligustrum (Ligustrum japonicum) 10 0 0 225 5 Gal. Oleander (Nerium oleander 'Hardy Red') 10 MG ® 15q I Gal. G1V" cover Maiden Grass (Misconthus sinensis 'Yaku Jima') 0 Lawn Lawn Field 5q, Ft. Common Bermuda (Cynodon doctylon) 0 Verify TOTAL; NEWLY PLANTED PROPOSED LANDSCAPING 6,600 12/14' Ht., 4/5' 5p., Matched 2,740 15" Height Min., V -0" Clear Trunk Min., Container 13,200 12/14' Ht., 415' Sp., Matched 2,250 36" Height Min., 6' -0" Clear Trunk Min., Container 8,400 12/14' Ht., 4/5' 5p., Matched � v6mm 6' -0" Clear Trunk Min., Container 2,700 12/14' Ht., 4/5' Sp., Matched 6' -0" Clear Trunk Min., Container 4,480 6/8' Ht., 314' 5p., 3 -5 Canes, Matched, q80 36" Height Min., Rooted, Full 2,740 15" Height Min., Rooted, Full q00 36" Height Min., Rooted, Full 2,250 36" Height Min., Rooted, Full 0 18" Height Min., Rooted, Full 0 Solid Sod, Weed Free 42,250 Pointe u Co N , .NOI y ��a n C . a�pM�� ONM.� �o �o K sl 7LL O ag Z A ;;=-! o � v6mm 2 �Snt� V 0 z w >� M r z O co _ 0LU 0UJO CO Q F- Z N w0 W _J z ZF- Ow = � O w¢ =X o ww < on 2 W :n rn 0 v N n UJ ° J N N O U 07 -11 -05' CHECKED BY: I DRAWN BY: MK MK FILE NAME: 04153 -A01 0 COPYRIGHT 2006 HEIGHTS VENTURE ARCHITECTS, LLP LANDSCAPE PLAN �I-�5 C_:) ;;=-! o }_ t7 0' 07 -11 -05' CHECKED BY: I DRAWN BY: MK MK FILE NAME: 04153 -A01 0 COPYRIGHT 2006 HEIGHTS VENTURE ARCHITECTS, LLP LANDSCAPE PLAN �I-�5 LOT 2 BLOCK 12 SOUTHWOOD SECTION 26 310/687 (PLATTED) NORTH ., m ca (Y1 r 3 t� O r T 18" DIF W.L. W Q w O G 51 LOT 18 BLOCK 10 SOUTHWOOD SECTION 26 484/655 (PLATTED) F.N, 2818 SERVICE ROAD ONE OH E 0 / q o� � O v 0D n p 1 4 "x6" Treated Pine Post I" Conduit for 115v Power Install as per local and national codes. 24 " - 36" 1 1/2" Electrical Conduit (for control wires) Secure to wall with appropriate fasteners. Ground Elevation Depth as per local Elec. Code 24" N.L. REINFORCED CONCRETE STEEL U.G. TF FIBER FLOWERBED HEAD 12" Pop -Up Irrigation Symbol Key IIF— 2" Top ® Irrigation Controller (08/L2) ® Vacuum Breaker Assembly (03/1_2) Electric Valve (04/L2) • Toro 570 Series Irrigation Head O Toro Super 800 Irrigation Head 2 1/2" PVC SCH 40 Irrigation Mainline PVC Irrigation Pipe (51ze Varies) 4" SCH 40 Sleeve or Pipe Under Concrete Zone Specificatlons Irrigation contractor Is to lay out all individual zones and size controller accordingly, Water output per zone Is not to exceed 75 GPM. Topsoil 5ECTIONW 1 E EVATION ' III ' (I 1 1 I I I II 11- I I 1 I I"II it 11 '' f RIGHT -SIDE SECTION /ELEVATION 08 Exterior Po5t Mount Controller Toro CUSTOM COMMAND Ref: None Scale: None MPR PLUS NOZZLES (SIZE PER PLAN) NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL TORO 57OZ -12P SPRINKLER Nipple TEE PIPE .0 (12 ") Plastic Valve Y� 0 2" Master 06 Toro 570 Series Spray Sprinkler Ref: None Scale: None (12 ") Plastic Valve Box Plastic Ball Valve Plastic Meter BOX (19"x25 ") 2" Water Meter Compacted Native Soil Undisturbed Native Soil F Copper Flow Line From Tap Note: • Refer to 01 /1_2 for location of controllers. • Verify location of controller before installation, OF controllers. • 115V Power Supply is to be provided for the Irrigation Contractor, Electric Valve: (Size Varies) Lateral Line (to Double Check Valve Assembly (Install as per City Ordinance) 2 I/2" Irrigation Mainline 5" Pea Gravel (for Drainage) Enclosure - As Per City of College Station's Requirements Ira 03 Vacuum Breaker Assembly (VBA) 04 DOUBLECHECK A55EMBLY Ref: None Scale: None Electric Irric RAINBIRD PEB Ref: None Scale: Nona PVC Main Line Pipe ion Valve 05 ZI ES 4 "x6" Treated Pine Post Toro outdoor CUSTOM COMMAND (Metal Case for Outdoor Use) Secure to post with appropriate fasteners. Secure to post with Appropriate fasteners. 1 1/2" Electrical Conduit Secure to post with appropriate fasteners. Ground Elevation 07 Toro Su 800 Series ROTARY SPRINKLER Ref: None Scale: None Water Proof Connection (Typ.) Valve Box With Cover Finish Grade /Top of Mulch TURF HEAD 6 Pop -Up zzle #8 (Typ.) Lateral Tee Lateral Pipe MPR PLUS NOZZLES (SIZE PER PLAN) NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL TORO 57OZ -6P SPRINKLER LATERAL TEE LATERAL PIPE Toro 570 Series Spray Sprinkler Ref: None Scale: None N r =N 7 "Co N nA it of, 0 mA � N @X0 y C h m�a n o M �� ���// 0 K� N N b�LL 3 � >LL 4 NY'P N 2 NN Mth rn� > IX v O C) Z o w � a. > �"' M W� 0 _j 2 F- M > i wo m (n Q~ OZU) w Z Lu Z ZO 0p11 O w X 2� Q a o >� n IoM I— U)w ¢OOm Q LU a W � ° o 'F W o N n W n N O U LU tr 2 ° °° '' >� e W. 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O D � m F m N M I- --� 0 O ICI 0 o C _ { � F �FqC7 0 m 0 Z O m c =p W V� cn CO r J O n co- O 00, ' 0 8 0 rn p COLLEGE STATION SHOPPING PLAZA 2704 SOUTH TEXAS AVENUE AND VALLEY VIEW DRIVE COLLEGE STATION, TEXAS 77840 A PROJECT OF: DAVID COTTRELL INVESTMENTS 7505 HIGHMEADOW, HOUSTON, TEXAS, 77063 M 713 - 783 -5052 (F)713-334 -4535 DALLAS 4801 Arapaho Su'ile 200 Addison, Texas 75001 972 490 7292 V 972 490 7444 F HOUSTON 1111 North loop WestSuhe 800 Houston, Texas 77888 713 8091103 V 713 889 5573 F PER , , PR ICING 1 111 - 19 - 1 P ER M IT . O ■ ■