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DRAWING
STREET SCAPE ANALYSIS: HARVEY MITCHELL PARKWAY 1 CANOPY /2 NON - CANOPY TREE(S) PER 25 L.F. OF FRONTAGE 389 L.F. OF FRONTAGE 15 CANOPY TREES REQUIRED 6 CANOPY TREES AND 18 NON - CANOPY TREES PROVIDED HOLLEMAN DRIVE 1 CANOPY /2 NON- GANOPY TREE(S) PER 32 L.F. OF FRONTAGE 221 L.F. OF FRONTAGE 7 CANOPY TREES REQUIRED 3 CANOPY TREES AND 9 NON - CANOPY TREES PROVIDED A _ — _ _ � 9 � s ' LANDSCAPE BUFFERS ANALYSIS: s • - 1. z i::- :� '• o , 1 i+rc r .. — NORTH BUFFER `1 'r� )f �r �r �p� O1 N 10' BUFFER Or1 395 LINEAR FEET °' 6' WOOD FENCE (EXISTING) Ill 1 TREE PER 25 LIN. FEET: 16 TREES p �' 1 SHRUB PER 3 LIN. FEET: 131 TREES '�a� • � 'O ' WEST BUFFER e e� I ,IMILIIrm , 11 ! °a \ 10' BUFFER 4►e1 4 As 613.2 e. 240 LINEAR FEET a �_�� � o " � LL p ►' ��� a • o a 6' WOOD FENCE • * Oa 1 e 1 TREE PER 25 LIN. FEET: 10 TREES IONA o'a 1 SHRUB PER 3 LIN. FEET: 80 TREES t INTERIOR ISLAND REQUIREMENTS SI 11 o� o t 41 INTERIOR PARKING SPADES L a S. 180 S.F. OF ISLANDS PER 15 P.S. �� 0 0 492 F. OF INT. ISLANDS REQUIRED it °a p 379 S.F. OF INT. ISLANDS PROVIDED * I U U U U U U 3 135 S.F. OF EXCESS END ISLANDS 4 , 1 p H7t iOd Sl °I . 514 S.F. OF TOTAL INT. ISLANDS i I-, u: ''' : oa} Olt 1 N z 1 ) 1 ', PARKING ANALYSIS: 1 ' I I I- nl N Q Q EA) RESTAURANT: 1 P.S. PER 150 S.F. 4 Olt ; w q 0 ( 3 S Fa °� 3,000 S.F.: 20 PARKING SPACES v , et RESTAURANT EXCESS >25 % .S : 1 P. PER 100 S.F. PROPOSED la CANOPY 11;* o ? 1,300 S.F.: 13 PARKING SPACES `I - STORE: 1 PARKING SPADE PER S.F. , _ I I I I I I b l b g I I I i I I. I I t'l 3,000 S.F: 20 PARKING SPACC _ '{► ES , ��� I J � l(1G` WASHATERA 1 PARKING SPACE PER 150 S.F. 1,800 S.F.: 12 PARKING SPACES 41 1 PARKING SPACES REQUIRED: 65 9 J I C p� VI O p Y Fr PARKING SPACES PROVIDED: 69 411t A I r ___ X a o 4411 1 I0 0 0 0 1 `�Fea SIGNAGE - 41a - E f0 o•a SIGN #1 - FREE STANDING SIGN I ' MAX. HEIGHT - 35' MAX. AREA - 200 S.F. I I E _ SIGN #2 -FUEL PRICE SIGN 4�} I I �! _ MAX. HEIGHT - 4' �I I e � I ► 4 6 MAX. AREA - 16 S.F. „ ei 0 I 1 tle) Pi �Ol v °e' °e� SIGN #2 0„ • PLAN 'D' I e" q a abv:°, oa` REVISED: 10/08/03 le a1 `, I pe�4 e o,i • o p j oe' Q ire r 6 .0.0. � " p� l INV 0 R30' - I R15' HOLLEMAN DRIVE (60 ROW) 1 P. THIS DOCUMENT IS RELEASED -- FOR THE PURPOSE OF REVIEW - - AND COMMENT ONLY UNDER THE AUTHORITY OF THE FOLLOWING: SCA.E: T ° 60 ASH & BROWNE ENGINEERING, INC. Name: JOE I. GATTIS 1=1 30 6° Engineers and Consultants P.E. Na.: 90964 P.O. Box 10838, College Station, Texas 77842 Date: 10/08/03 1 1027003 - 016 -01 979 - 846 -6914 877 - 245 -4839 Fax: 979 - 846.8914 V) < 2/ c / ^ E z 6 R m m zLo § § / ƒ / § 0 ©0 »% > - D L o zco D m o w o r C 'o CN § k \ \ % \ < O \ K? N § 2 / 11 E VI $ E 2 j D Cr / m §g� ,o A D o = o * *> m ® 2 O u,G�a -6"® z �E < 6 < •Ec,o< =2— __,,,,,,44,_ ,-- §§9� mE >-- L ® b ƒ §$ ,, u� ± §§( � ° -\ o k Z§ / w= �/ 3 o z z CO ) uR o g co / G O % °® � c E e 0 0 0 U § # /Q <g / .2 17-7 \ § \§ §» 2 )�k §§ c / °\ }�° § / )\ \ k \ \ / / O 0 � y r \ ' 1 :; : & \ \ \\ '\ VC': j • d % \ \, .•,:- � L.L. „ & � { c- V z = § ' : £ % °« ® - z § /2 �� a d \ © a 0 ac ` V 4 ;. % C° ¥� _ � / ?' •o ® \ 1 NP ' .v 3 , /N ¥ _ a * ....6 § z f ` = J z , b \ } ` \ co , / 0 � • ° j § i u g cc i �) ) w .r.-z ¥ $ a \ ) " — V).1- 0 $ ¥ / \ \ _ \ Er <\ \j) z -- \ �i... _/\ � � ; m j j � $ 6 0 0 \ CO /\ EL , 0 0 §a \ -0z