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Drawings Model: I he l Finish: Coppe Available from: Coppe 1 4gG5 Address: Keller Phone #: 1 -800 Fax #: 1 -817• - - Web Site: www. I 12 ik L 36 1 4 /-1—I _ Comp Ch 4' -0" s — I I 1 : Si q " • Sign; c (AO S'41 " I : i -- '„'�.�. ti One! rsr r x .mixes ;muffi i ■ To � Copp fey 7 ) 5ti.�— - a Sign Tr) 1,1§u Font ; .0 Brigl in m V 1 -11" - - Cope " ? 1 " (EnN , -frrN a Br i cl *vi0114fri: (To 12 tO `9 �� (Thi Ite 'v Aval CID -4 I cr Ad Phd a v f m 0 o 70 ti m (TI N 7 4 N. 0 3' - s 3' -4" In 3 , z 8 „ i 4' -0" n .^ 4'-4" .,---._ Neh ut *4 U3 , U•3 lu . • I %P1 1 0 . t43 IA V\ ..L ..t ... ••• ''% ‘ar ' ° ''S ' V t 0 Illvt 617%- 7 in r_ -.. ---- Illti 0) C---- ID 1- 04411 7■4 F C , - ■ . it; 6 •- x ..t : • p x .:, -,3 — o .4 -J '---- -,- 4.) ". . AiRk 44 41.1 tP3 ■J` :- .__ yo ,-, • 0 ..c... u 'I-3 4..... - 1 (f, \-------- 09 :•• Lt43 ct,) V ots Tr cj •-• J -- 1,:a -- -Z. -t --ei ' --- - ,. r iia_ ,...-- q s 4 - 1 _ -.1 U% N u% ....„ -.C. . , I ■■lh) IP . . , :- 1 , _ ,-- Vz ! trJ t . u . ,3 r- 7;c p e r 32 RIGHT -OF -WAY o , `� 4y -' -- 42 m / ; ) DUMPSTER AREA; 5 CONCRETE PAVEMENT IN ALL OTHER LO A C) LINE (� 2. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS 31 a I I _ - _ � z ` -�_ ___ L -- - f == � __ T T . t'( —L+:• I 7. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED ON THE PER CITY ORDINANCE 2394. (n 0 n o i + LANDSCAPE & IRRIGATION PLANS. f I ,� - -- UTY NOTES: � U � p 31 lIT1 \ 44 DETENTION P 48 I 4s 24 ( 48 F 8. ALL INTERIOR PARKING SPACES WITHOUT A CURB A ' ' T THE FRONT OF THE SPACE m W AREA -_ _/ U E u v ' ] ARE 9' WIDE BY 20 IN DEPTH. ALL OTHER PARKING SPACES ARE 9 BY 18.0 WITH 1. ALL OF THE 8' AND 6' DIAMETER PUBLIC WATERLINES WILL BE CONSTRUCTED WITH \ I m \ ' 48 ST — ST ST — ST — ST —� -- ST sr - r - sr - sT - sr - ST sr — ST- ST — ST — ST — — Sr — sr —� — ST sr - 2' OF UNOBSTRUCTED AREA PROVIDED FOR VEHICLE OVERHANG. PHASE 1. m 0 O - - - - - - - - �- - -� 9. THE TYPICAL f3ACK OF CURB RADIUS IS 4.5' UNLESS NOTED OTHERWISE. 2. PROPOSED PUBLIC UTILITY EASEMENTS SHOWN WILL BE CONVEYED BY PLAT OR W Z s� / -- - - -- 31 31 - �� 9 � 34 v -e v s 6 v 6 -6 - s v s s $ 26 22 SEPARATE INSTRUMENT. < >Q Q to /� 48 S � / r - - - - - - 1 I - - - - - �- - - - - T�� f�1 ' RECORDED VOLUME PAGE 62 THE I OFFlCIAL E RECORDS OF COUNTY. O DRAINAGE NOTES: 1. THE DETENTION FACILITY AND THE STORM SEWER PIPING AND INLETS ARE PRIVATE CURVE GENERAL NOTES: ELECTRICAL NOTES RADIUS ARC LENGTH CHORD LENGTH 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF 1, DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. acs r) r F; 74'33'44" 129.00' EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ; S56'42'41"W Q O ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR 2, DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER sn - - -- EXISTING SANITARY SEWER LINE IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL INSTALLS FIRST 10' CITY INSTALLS REMAINDER. j ¢ — w w - -- EXISTING WATER LINE 1- 800 - DIG -TESS. `l 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. w 0 - Z J _j Ld 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS t I WILL BE LOCATED IN THE STREET RIGHT -OF -WAY. OTHERWISE NOTED. 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES s , > tE PROPOSED UNDERGROUND ELECTRIC 3. ALL PUBLIC INFRASTRUCTURE WITHIN STREET RIGHT -OF -WAY OR PUBLIC UTILITY PROVIDED BY CITY,) EASEMENTS IS TO BE DONE IN CONFORMANCE WITH THE CITY OF COLLEGE STATION 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 20001 VERSION OF PLAT AND /OR SITE PLAN. E Cr � $ W STANDARD SPECIFICATIONS FOR WATER & SEWER, STREETS & DRAINAGE. EMAIL TO: rbolinOci college - station tx us " x w w --w - -w F3T }1 t,� - � 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER GT.E., STORM SEWER, ETC.) 6. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. >+ _ SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON ° / 13 CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT 7. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR g� 3 — ST — ST — ST — PROPOSED STORM SEWER LINE Q AGENCIES AND OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT / ELECTRIC LINES. 'di r REPRESENT AS -BUILT CONDITIONS. .! v - -mow IRRIGATION SYSTEM NOTES -3 PROPOSED LANDSCAPE SLEEVES O Lil Z r` O PROPOSED STORM SEWER v 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE D JUNCTION BOX = (n (n �. - ELECTRICAL SITE PLAN. 1, IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER Z . CL OR REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER CITY Z Z � 6. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND IN TRASH ORDINANCE 2394. O Ln :2 - 5 C) W N `� 4y -' -- 42 m / ; ) DUMPSTER AREA; 5 CONCRETE PAVEMENT IN ALL OTHER LO A C) LINE (� 2. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS 31 a I I _ - _ � z ` -�_ ___ L -- - f == � __ T T . t'( —L+:• I 7. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED ON THE PER CITY ORDINANCE 2394. (n 0 n o i + LANDSCAPE & IRRIGATION PLANS. f I ,� - -- UTY NOTES: � U � p 31 lIT1 \ 44 DETENTION P 48 I 4s 24 ( 48 F 8. ALL INTERIOR PARKING SPACES WITHOUT A CURB A ' ' T THE FRONT OF THE SPACE m W AREA -_ _/ U E u v ' ] ARE 9' WIDE BY 20 IN DEPTH. ALL OTHER PARKING SPACES ARE 9 BY 18.0 WITH 1. ALL OF THE 8' AND 6' DIAMETER PUBLIC WATERLINES WILL BE CONSTRUCTED WITH \ I m \ ' 48 ST — ST ST — ST — ST —� -- ST sr - r - sr - sT - sr - ST sr — ST- ST — ST — ST — — Sr — sr —� — ST sr - 2' OF UNOBSTRUCTED AREA PROVIDED FOR VEHICLE OVERHANG. PHASE 1. m 0 O - - - - - - - - �- - -� 9. THE TYPICAL f3ACK OF CURB RADIUS IS 4.5' UNLESS NOTED OTHERWISE. 2. PROPOSED PUBLIC UTILITY EASEMENTS SHOWN WILL BE CONVEYED BY PLAT OR W Z s� / -- - - -- 31 31 - �� 9 � 34 v -e v s 6 v 6 -6 - s v s s $ 26 22 SEPARATE INSTRUMENT. < >Q Q to /� 48 S � / r - - - - - - 1 I - - - - - �- - - - - T�� f�1 ' RECORDED VOLUME PAGE 62 THE I OFFlCIAL E RECORDS OF COUNTY. O DRAINAGE NOTES: 1. THE DETENTION FACILITY AND THE STORM SEWER PIPING AND INLETS ARE PRIVATE CURVE DELTA RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING W Z 74'33'44" 129.00' 167.88' AND WILL BE MAINTAINED BY THE DEVELOPER, EXCEPT FOR THE PUBLIC STORM SEWER S56'42'41"W Q O sn - - -- EXISTING SANITARY SEWER LINE ct� Q_ — w w - -- EXISTING WATER LINE LINE FROM THE DETENTION POND TO THE EXISTING INLET ON LUTHER STREET. THIS PIPE W 0 - Z J _j Ld - ST - Sr - ST - EXISTING STORM SEWER LINE WILL BE LOCATED IN THE STREET RIGHT -OF -WAY. tE PROPOSED UNDERGROUND ELECTRIC O W PROPOSED_ SANTiARY SEWER LINE W W rl - F- v -e PROPOSED WATER LINE > :D I — ST — ST — ST — PROPOSED STORM SEWER LINE Q W C) O � Q — - - - PROPOSED PUBLIC UTILITY EASEMENT (PUE) -3 PROPOSED LANDSCAPE SLEEVES O Lil Z r` O PROPOSED STORM SEWER M O LC) D JUNCTION BOX = (n (n t-- CL Z Z � :2 - 5 C) W z W > O O Z z O� UU 0o W' ry W Ix W of J c O d d O m W ° o W(n(nW(n - - : > > ::) (1) W W U W (n O DE cn HE M n t� n l-, F M n 31 FDC CURVE TABLE CURVE DELTA RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING Cl 74'33'44" 129.00' 167.88' 1 156.28' S56'42'41"W L �' ■ i d Lo PROPOSED STORM SEWER INLET = V) m 43 m� ( v v v — / / / �FH PROPOSED FIRE HYDRANT ® 12 N / .0- PROPOSED GATE VALVE 38 - - -- 20 r^ 3 FDC I tiF O PROPOSED SANITARY SEWER MANHOLE. v J +, < r / EXISTING LIGHT POLE W � -it 3 �� \ �3 /' / EXISTING SANITARY SEWER HO 2 ^ ® �P ! 1 1 / t- FLOW DIRECTION �..D F' I _ 11 - sj n a z c.� - m H \i. - - -- J PROPOSED ELECTRICAL E� i ! P9 ���j O �; sj / - _ _ KEY NOTES M �_ — LU SIDEWALK P CAL IRAN OR — — — — — —"� o CURB - �., st OPENING 1 EXISTING 8' SANITARY SEWER LINE HANDICAP RAMP CL -_ L {� 2 —� Z — 26 20 25 / : / > w ".. 1 / 2 EXISTING SANITARY SEWER MANHOLE ` CO+ � 1 `, r+� i z 26 /s� 31 3 3 EXISTING 8 WATERLINE a HANDICAP SIGN r • { • , IA11UN � CURB` t SI / sj '' 4 EXISTING 16" WATERLINE 6 O OPENING, 39 8 5 EXISTING 30" RCP STO RM SEWER � > O TION • �� _.. I T 1 � - �••�' �, _, � BOX ��•� - Q — T e CURB sr st '; SE "^"+- _ 5g ., sr st T 7 EXISTING STORM SEINER INLET 9 OPE ING 6 ti ® sr / si / '' \' - - ` r r � / - 9 EXISTING OVERHEAD ELECTRIC LINES O U) C 31 _ w - -1/ ` i' 10 EXISTING WATER VALVE �. _w --� ~ 3 ( r 11 EXISTING STORM SEWER PIPE ZEUS (� Uh --mo ;� 12 EXISTING CURB AND GUTTER �a� " r VJ \ �J •.:: . ' ; w - -w A , �`w 13 EXISTING STREET LIGHT VU) 0 1 �k 3 / -_. 38 33 - w IffST 2 r +• 20 PROPOSED 4' WATERLINE y NIXbWAY _ r � ��y o � Z J w J � 3 , - ,•_.- ,.w-- -= ,•`.' -' -_ '' ,�,n»t ----- j � \ r - 22 PROPOSED 2' FIRE SPRI NKLER SYSTEM SUPPLY LINE to I A � `•, r _w_•__. -_w w w 5 � ._-- -"'SAr� -•-�- - - 23 PROPOSED 6' WATERLINE w � e �..• -- sAr+ J , ' ' �, 24 PROPOSED 8 WATERLINE PROJECT �. ,PAW970 � ■ �/ J � J 25 PROPOSED 8 - 1' SERVICE LINES LOCATION r 26 PROPOSED 8 - 5/8" WATER METERS `' Lu 27 PROPOSED 28 PROPOSED 6 SANITARY SEWER R SANIT �n y MELROSE W A Y PROPOSED 8" SAN--"' `\ ' O ARY�SEWE M NHOLE 30 PROPOSED SANIT LL :' ' 31 PROPOSED STORM SEWER PIPE (PRIVATE) — N 2 - - - -- - -- -- - . - - -- N %� 31A PROPOSED STORM SEWER PIPE (PUBLIC) m / 32 PROPOSED STORM SEWER JUNCTION BOX y r/. • � 33 PROPOSED STORM SEWER INLET 34 PROPOSED IRON FENCE o �� 35 PROPOSED CHAIN LINK FENCE i j f r J j w 36 PROPOSED TRASH DUMPSTER / \ L $ / r` i 37 PROPOSED HANDICAP PARKING SIGNS 2818 W SHEET 1 ; j VVV 38 PROPOSED UNDERGROUND ELECTRICAL CONDUITS FM r ; i 39 PROPOSED ELECTRICAL TRANSFORMER A�xaAr __.._..__ i _ j f " j SED BRICK WAL ft ! I `' - > 4� PROP ED RETAINING WALL COLLEUE STATION >: ur�msn r� -•1`• y c, J , 42 PROPOSED 2" IRRIGATION W ATER METER CRY M1TS �' 43 PROPOSED WATER GATE VALVE � y - v 44 PROPOSED CONCRETE FLUME N r; ou>arreue�s �� i I I r 45 PROPOSED SLIDING GATE 4 F ro 46 PROPOSED BUS STOP �i my t 47 PROPOSED 8' SCREEN FENCE r� 40 20 0 40 48 PROPOSED 2 -3" PVC IRRIGATION SLEEVES 49 PROPOSED DETENTION POND OUTLET STRUCTURE E J 50 PROPOSED 1 -1 /2" WATERLINE �'A TAW VICINITY MAP I SCALE IN FE NTS _.....__. r \ ! 51 PROPOSED 1 -1/2 WATER METER FOR POOL Raw" meervc maw �m W= PHASE LINE %.A, Y O -uE EXISTING UNDERGROUND ELECTRIC oc) Q O sn - - -- EXISTING SANITARY SEWER LINE ct� Q_ — w w - -- EXISTING WATER LINE W 0 - Z J - ST - Sr - ST - EXISTING STORM SEWER LINE tE PROPOSED UNDERGROUND ELECTRIC O PROPOSED_ SANTiARY SEWER LINE W W rl - v -e PROPOSED WATER LINE > :D I — ST — ST — ST — PROPOSED STORM SEWER LINE W C) O � Q — - - - PROPOSED PUBLIC UTILITY EASEMENT (PUE) -3 PROPOSED LANDSCAPE SLEEVES O Lil Z r` O PROPOSED STORM SEWER M O LC) D JUNCTION BOX = N Q N PROPOSED STORM SEWER INLET = V) m 43 m� ( v v v — / / / �FH PROPOSED FIRE HYDRANT ® 12 N / .0- PROPOSED GATE VALVE 38 - - -- 20 r^ 3 FDC I tiF O PROPOSED SANITARY SEWER MANHOLE. v J +, < r / EXISTING LIGHT POLE W � -it 3 �� \ �3 /' / EXISTING SANITARY SEWER HO 2 ^ ® �P ! 1 1 / t- FLOW DIRECTION �..D F' I _ 11 - sj n a z c.� - m H \i. - - -- J PROPOSED ELECTRICAL E� i ! P9 ���j O �; sj / - _ _ KEY NOTES M �_ — LU SIDEWALK P CAL IRAN OR — — — — — —"� o CURB - �., st OPENING 1 EXISTING 8' SANITARY SEWER LINE HANDICAP RAMP CL -_ L {� 2 —� Z — 26 20 25 / : / > w ".. 1 / 2 EXISTING SANITARY SEWER MANHOLE ` CO+ � 1 `, r+� i z 26 /s� 31 3 3 EXISTING 8 WATERLINE a HANDICAP SIGN r • { • , IA11UN � CURB` t SI / sj '' 4 EXISTING 16" WATERLINE 6 O OPENING, 39 8 5 EXISTING 30" RCP STO RM SEWER � > O TION • �� _.. I T 1 � - �••�' �, _, � BOX ��•� - Q — T e CURB sr st '; SE "^"+- _ 5g ., sr st T 7 EXISTING STORM SEINER INLET 9 OPE ING 6 ti ® sr / si / '' \' - - ` r r � / - 9 EXISTING OVERHEAD ELECTRIC LINES O U) C 31 _ w - -1/ ` i' 10 EXISTING WATER VALVE �. _w --� ~ 3 ( r 11 EXISTING STORM SEWER PIPE ZEUS (� Uh --mo ;� 12 EXISTING CURB AND GUTTER �a� " r VJ \ �J •.:: . ' ; w - -w A , �`w 13 EXISTING STREET LIGHT VU) 0 1 �k 3 / -_. 38 33 - w IffST 2 r +• 20 PROPOSED 4' WATERLINE y NIXbWAY _ r � ��y o � Z J w J � 3 , - ,•_.- ,.w-- -= ,•`.' -' -_ '' ,�,n»t ----- j � \ r - 22 PROPOSED 2' FIRE SPRI NKLER SYSTEM SUPPLY LINE to I A � `•, r _w_•__. -_w w w 5 � ._-- -"'SAr� -•-�- - - 23 PROPOSED 6' WATERLINE w � e �..• -- sAr+ J , ' ' �, 24 PROPOSED 8 WATERLINE PROJECT �. ,PAW970 � ■ �/ J � J 25 PROPOSED 8 - 1' SERVICE LINES LOCATION r 26 PROPOSED 8 - 5/8" WATER METERS `' Lu 27 PROPOSED 28 PROPOSED 6 SANITARY SEWER R SANIT �n y MELROSE W A Y PROPOSED 8" SAN--"' `\ ' O ARY�SEWE M NHOLE 30 PROPOSED SANIT LL :' ' 31 PROPOSED STORM SEWER PIPE (PRIVATE) — N 2 - - - -- - -- -- - . - - -- N %� 31A PROPOSED STORM SEWER PIPE (PUBLIC) m / 32 PROPOSED STORM SEWER JUNCTION BOX y r/. • � 33 PROPOSED STORM SEWER INLET 34 PROPOSED IRON FENCE o �� 35 PROPOSED CHAIN LINK FENCE i j f r J j w 36 PROPOSED TRASH DUMPSTER / \ L $ / r` i 37 PROPOSED HANDICAP PARKING SIGNS 2818 W SHEET 1 ; j VVV 38 PROPOSED UNDERGROUND ELECTRICAL CONDUITS FM r ; i 39 PROPOSED ELECTRICAL TRANSFORMER A�xaAr __.._..__ i _ j f " j SED BRICK WAL ft ! I `' - > 4� PROP ED RETAINING WALL COLLEUE STATION >: ur�msn r� -•1`• y c, J , 42 PROPOSED 2" IRRIGATION W ATER METER CRY M1TS �' 43 PROPOSED WATER GATE VALVE � y - v 44 PROPOSED CONCRETE FLUME N r; ou>arreue�s �� i I I r 45 PROPOSED SLIDING GATE 4 F ro 46 PROPOSED BUS STOP �i my t 47 PROPOSED 8' SCREEN FENCE r� 40 20 0 40 48 PROPOSED 2 -3" PVC IRRIGATION SLEEVES 49 PROPOSED DETENTION POND OUTLET STRUCTURE E J 50 PROPOSED 1 -1 /2" WATERLINE �'A TAW VICINITY MAP I SCALE IN FE NTS _.....__. r \ ! 51 PROPOSED 1 -1/2 WATER METER FOR POOL Raw" meervc U CD U C_ CD ro U 0 c o 0 Co L U 0 m 0 0 cv t\ r\ 00 C_ o CU 3 'D H C-) I a. CL o U U) c o i c 0 X 0 LL i U a� 0 L d o 4J ro 0 U) 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 6' 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 and have a minimum trunk diameter of 2y2'. 05. This site contains no existing on -site plant material. Oq. An automatic irrigation system will cover the entire landscaped areas. 10. Typical Dumpster Screen Fencing is to be a 6' Ht. Wood Privacy Screen. II. Bedding Soil (flowerbeds) shall be prepared to a depth of B inches. 12. Five pounds of fertilizer (3 -2 -1 ratio) per 1006 Sg, Ft. shall be incorporated into bedding soil. 13. Bedding Soil mix shall be 60% sandy loam topsoil and 40% black humus bark mulch and top dressed with a 3" layer of composted pine bark mulch. 14. Install 3' diameter mulch rings ,(3" thick) around ail trees in lawn areas. 15. All plant material is to be guaranteed for I full year. 16. Erosion control is regpired as needed and clean -up is included. 17. Refer to SITE PLAN for adjacent land uses, existing and proposed utilities and easements. Plant List - Streetscape Only Luther Street (Maj Collector) Key Q W Ut six. Cam-on Nome (SoknW Nome Reoyirod A'q+aed Required Streetscape Canopy Trees 685 -158 / 32 = 17 Mvposed Neluly Plaited Caapy Tram 1 65 Gal. Live Oak (Quercus virginiona) I _(2y Cal. Min.) 16 45 Gal. Drake Elm (Ulmus parvifolia 'Drake') 16 (2" Cal. Min.) Landscape Calculations POINT CALCULATIONS Landscape Buffer Area RI:R5 Buffer = 1 Sq, Ft. TOTAL Property Area Requirements 400,07q.25 - 1,221 / 1000 x 30 = II,cl66 Points Streetscape Major Collector 685' (frontage) - 158' (driveways and visibility triangles) / 50 x 300 = 3 Points TOTAL POINTS REQUIRED 0 160 i� (Regyired Canopy Trees 15,128/ 2 = 7,564 Points) (Regyired Streetscape Canopy Trees 685 -158 / 32 = 17 Trees) TOTAL AREA PHASE I Ig5,658 - 1,221 / 1000 x 30 = 5,833 Points TOTAL AREA PHASE II 204,421 / 1000 x 30 = 6,133 Points TOTAL POINT REQUIREMENT FOR PHASE I 5,533 + 3,162 = S, gcI5 Points TOTAL POINT REQUIREMENT FOR PHASE 11 6,133 = 6,133 Points Existing Landscaping No existing Trees are located within the site that will be claimed as credit toward satisfying the regpired landscape points. Proposed Landscaping (Proposed Landscaping does not include Buffer plantings.) NEW CANOPY TREES (container) 73 @ 150 Points (2%2 Min. Cal.) = 10,850 Points NON - CANOPY TREES (container) 43 @ 40 Points (I %2' Min. Cal.) = 11720 Points Shrubs (container) 382 @ 10 Points (5 Gal. Min.) = 3,620 Points TOTAL PROPOSED LANDSCAPING 16,490 Points PHASE I LANDSCAPING NEW CANOPY TREES - 41 @ 150 = 6,'150 Points NON - CANOPY TREES - 25 @ 40 = 1,000 Points Shrubs - 34B @ 10 = 3,480 Points TOTAL =10,c`170 Points PHASE 11 LANDSCAPING NEW CANOPY TREES - 44 @ 150 = 6,600 Points (Does not include Buffer plantings.) NON - CANOPY TREES - 3 @ 40 = 120 Points (Buffer shrubs not counted.) TOTAL =10, c170 Points NOTE: Trees located in end islands "A ", "B" and "C" will be Installed during Phase II landscape installation. Islands to receive sod only at time of Phase I installation. Lawn A ■ W P1, -MON01 11M rld 00 0 Dumpster (Pad 12'x12') (10'x10' Container) A ■ W , A �� A/C (Typ.) Low Retaining Wall - Lawn El A 11'1J t- o x �D t o p S t r e e t 98' 00 0000p% o °mo 1 � �E OF T E ' y � Q �4 °o°o°°°°o \s 00 0 ROBERT B. RUTH D O o°°°°o°°°oo°o o oo°°°°°°°°ovo° e 1434 '°° o 00 Q 1/23/03 Plant List - All (Includes Streetscape) QuallltY an Cannm Morn mieff" Nnw) I" Vag. P ft Carn ift 38 QnW Tmm 65 Gal. Live Oak (Quercus virglniana) 150 5,700 14116' Ht., 4 Sp., Matched (3" Col. min.) 0 -0" Clear Trunk Min., Container �] 22 45 Gal. Bald Cypress (Taxodium distichum) 150 3,300 10/12' Ht., 2Y 5p., Matched Q(�y' (2Y2" Cal. min.) �N 0 -0" 1 Clear Trunk Min,, Container (BUFFER 4 45 Gal. Drake Elm (Ulmus parvifolla 'Drake') 00 00 10/12' Ht., 4& Sp., Matched ���,,,,���``��� (2Y Cal. min.) 6' -0" Clear Trunk Min., Container 0 { + 3 13 �,,,,�' 45 Gal. Drake Elm (Ulmus pavifolia 'Drake') 150 1,950 10/12' Ht., 4 &' Sp., Matched 6' Clear (2Y2 Cal. min.) rF -0" Trunk Min., Container 0 12 Non - C nW TIM" 30 Gal. Bradford Pear (Pyrus calleryma 'Bradford') 40 480 8/10' Ht., 2' Sp., Matched (2" Cal, min.) 4' -0" Clear Trunk Min., Container > 2 n 30 Gal. Chinese Fringe Tree (Chlonaithus retusus) 40 80 10/12' Ht., A' Sp., Matched (2' Cal. min.) 6' -0" Clew Trunk Min., Container 0 t_ ° 6 45 Gal. Little Gem Magnolia (Magnolia grandiflora 'Little Gun') 40 240 10/12' Ht., 4&' 5p., Matched W (2Yz" Cal. min.) 0 -0" Clear Trunk Min., Container B R 3 15 Gal. Crape Myrtle (Logerstroemlo indica 'Bashorn'd Pink') 40 120 8/10' Ht., 2/3' Sp., 3 -5 Canes, (3" Cal. min.) - Matched, Min. Cana Dia - Ike" N O 20 15 Col. Crape Myrtle (Logerstroemia indica 'Natchez') 40 800 8/10' Ht., 2/3' Sp., 3 -5 Canes, (3" Cal. min.) Matched, Min. Cana Dia - 1➢' 53 5 Gal. Dwf. Youpon Holly (Ilex vomitoria 'Nana') 10 530 15" Height Min., Rooted, Full G / � 16 15 Gal, PYRAMID Wax Leaf Ligustrum ( Llgustrum Japonicum) 10 160 5' Height Min., Rooted, Full (BUFFER)n* 37 5 C.I. Wax Leaf Ligustrum ( Ligustrum japonlcum) 00 000 24' Height Min., Rooted, Full 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 6' 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 and have a minimum trunk diameter of 2y2'. 05. This site contains no existing on -site plant material. Oq. An automatic irrigation system will cover the entire landscaped areas. 10. Typical Dumpster Screen Fencing is to be a 6' Ht. Wood Privacy Screen. II. Bedding Soil (flowerbeds) shall be prepared to a depth of B inches. 12. Five pounds of fertilizer (3 -2 -1 ratio) per 1006 Sg, Ft. shall be incorporated into bedding soil. 13. Bedding Soil mix shall be 60% sandy loam topsoil and 40% black humus bark mulch and top dressed with a 3" layer of composted pine bark mulch. 14. Install 3' diameter mulch rings ,(3" thick) around ail trees in lawn areas. 15. All plant material is to be guaranteed for I full year. 16. Erosion control is regpired as needed and clean -up is included. 17. Refer to SITE PLAN for adjacent land uses, existing and proposed utilities and easements. Plant List - Streetscape Only Luther Street (Maj Collector) Key Q W Ut six. Cam-on Nome (SoknW Nome Reoyirod A'q+aed Required Streetscape Canopy Trees 685 -158 / 32 = 17 Mvposed Neluly Plaited Caapy Tram 1 65 Gal. Live Oak (Quercus virginiona) I _(2y Cal. Min.) 16 45 Gal. Drake Elm (Ulmus parvifolia 'Drake') 16 (2" Cal. Min.) Landscape Calculations POINT CALCULATIONS Landscape Buffer Area RI:R5 Buffer = 1 Sq, Ft. TOTAL Property Area Requirements 400,07q.25 - 1,221 / 1000 x 30 = II,cl66 Points Streetscape Major Collector 685' (frontage) - 158' (driveways and visibility triangles) / 50 x 300 = 3 Points TOTAL POINTS REQUIRED 0 160 i� (Regyired Canopy Trees 15,128/ 2 = 7,564 Points) (Regyired Streetscape Canopy Trees 685 -158 / 32 = 17 Trees) TOTAL AREA PHASE I Ig5,658 - 1,221 / 1000 x 30 = 5,833 Points TOTAL AREA PHASE II 204,421 / 1000 x 30 = 6,133 Points TOTAL POINT REQUIREMENT FOR PHASE I 5,533 + 3,162 = S, gcI5 Points TOTAL POINT REQUIREMENT FOR PHASE 11 6,133 = 6,133 Points Existing Landscaping No existing Trees are located within the site that will be claimed as credit toward satisfying the regpired landscape points. Proposed Landscaping (Proposed Landscaping does not include Buffer plantings.) NEW CANOPY TREES (container) 73 @ 150 Points (2%2 Min. Cal.) = 10,850 Points NON - CANOPY TREES (container) 43 @ 40 Points (I %2' Min. Cal.) = 11720 Points Shrubs (container) 382 @ 10 Points (5 Gal. Min.) = 3,620 Points TOTAL PROPOSED LANDSCAPING 16,490 Points PHASE I LANDSCAPING NEW CANOPY TREES - 41 @ 150 = 6,'150 Points NON - CANOPY TREES - 25 @ 40 = 1,000 Points Shrubs - 34B @ 10 = 3,480 Points TOTAL =10,c`170 Points PHASE 11 LANDSCAPING NEW CANOPY TREES - 44 @ 150 = 6,600 Points (Does not include Buffer plantings.) NON - CANOPY TREES - 3 @ 40 = 120 Points (Buffer shrubs not counted.) TOTAL =10, c170 Points NOTE: Trees located in end islands "A ", "B" and "C" will be Installed during Phase II landscape installation. Islands to receive sod only at time of Phase I installation. Lawn A ■ W P1, -MON01 11M rld 00 0 Dumpster (Pad 12'x12') (10'x10' Container) A ■ W , A �� A/C (Typ.) Low Retaining Wall - Lawn El A 11'1J t- o x �D t o p S t r e e t 98' 00 0000p% o °mo 1 � �E OF T E ' y � Q �4 °o°o°°°°o \s 00 0 ROBERT B. RUTH D O o°°°°o°°°oo°o o oo°°°°°°°°ovo° e 1434 '°° o 00 Q 1/23/03 r:� +' N (N m to �N L In Fn M rF a r:� F: \Ruth Data \Projects \Fox Run \D1KioskRev4- 17- 03.dwg Thu Jun 05 08:14:56 2003 Robert B. Ruth, Landscape Architect I Q z O 4 � (0 � 1 O -te n Crn 3 Z o� � 4 c _ p N 3 � a •• a t7 �- MO n U �-M fl ( b X U) _ N n C't U- 4 LO O O Ul n �. S X Ui U _ N �ro LD ro� � �l< - U Q O O ro �� O N A \_1 D S > < - -i z O 4 � (0 � 1 O X Crn 3 Z o� � 4 c _ p N 3 � a •• NN �_ U) n m ' c `-�- C: c U) C) N n c} 4 U- 4 LO 4 � C N N CA N X C Q � N N n Q O O Ul n �. S X Ui U _ N �ro LD ro� � �l< - U Q O O ro �� O N A \_1 D S > < - -i -i fl -aC+-5 0 � �- � (0 � 1 OO. 7C' X 030> 3 Z o� � X _ p N 3 � a f NN �_ c} 3 O ' c n m E 7r �z c C- c �o C D N n � M LO O O Ul n �. S X Ui U _ N �ro LD ro� � �l< - U Q O O ro �� O N A \_1 D S > < - -i -i fl -aC+-5 0 � �- � (0 � 1 OO. 7C' X 030> 7 # # N 0 #�� n NN �_ c} 3 O ' c 5 I I EoacA n c � C D O C-i- � � LO 4 � I 1� D W X =C*I- N CA N X C N N n Q S c+ �. Q �-0 Cl ro m � fl Q � r+' O �' fl Q 71 N S o rn o — ��� W7 1 N I 0 o fl > co o a�, U? X e °Wa (jj (b 9## N 9�ro I I EoacA n N U1 �• � c O C-i- O ro ro 4 N (D (D ��JN X =C*I- N - fl X C S fl Q O z w fl p ( O t D �O Lgym 3 N i N •(n C Z aC "� C- °rn fl C co E b S W7 1 N I 0 o fl > co o a�, U? X e °Wa z (b 9## N �' I I EoacA m �nEn- m (n 5 c C o C C� O o N ro 4 (D (D (D ��JN O t D �O Lgym 3 N i N •(n C Z aC "� C- °rn fl C co E N (0 CO 0 0 . U3 N 5 0 Fox Pun Condominiums 801 W. Luther Street College. Station, Texas C> o 3 O fl c-E n O S � S O-t (b CO 70 O O b S S N � fl > co o a�, U? X e °Wa z (b 9## N �' I I EoacA A n �� n -t ° a o 5 c O O N (0 CO 0 0 . U3 N 5 0 Fox Pun Condominiums 801 W. Luther Street College. Station, Texas C> o 3 O fl c-E n O S � S O-t (b CO 70 O O Fox Kiosk Details (q79) 77(0 -9692 (-a9)774 -Og23 pore Registered Landscape Architect 3131 Briarcrest, Suite 112, Bryan, TX 77802 6 O N v W b o e ° k � 0 ° fl > co o a�, U? X e °Wa (b 9## N �' I I EoacA A n �� n -t ° a o 5 ( U - � O O 7K ro (D (D ��JN X =C*I- N N fl Q Fox Kiosk Details (q79) 77(0 -9692 (-a9)774 -Og23 pore Registered Landscape Architect 3131 Briarcrest, Suite 112, Bryan, TX 77802 6 O N v W o e ° k � 0 ° �� o a�, e °Wa ° oS< ° _o O SD U S l ll �- d jagwnN gaaYS �SUOISI/�a� ZO /bz /b � a�bQ lA'�tiYYI V, 4" 4 w '1 0 X oo� c � O x � N V N rT7Fl d oqG xo_� Ri N- L- / oj c rt rt / 0 / m CD X C C [n H m r n z i N LO 0 W Lo Lo c C C O Ln O ro W M N O O W S7 O Cr CD 3 rt- �7 C rt r CD CD CD n rt � w �0 /`~Z I o d 3d b S 0 o �e ° 0 Hlfli`I '8 1138021 °°°°° °°° °°°°°° jo °�. yo mo o ° -u S •uollon.41suoo aao4aq suolsuouilp llo A41uaA TWR LO 4J .JoN : 0G = :a1DOG auoN : jai 4 G n -1 UOI aqlG 10 n ' �n m� r � N W N r+ �0 /`~Z I o d 3d b S 0 o �e ° 0 Hlfli`I '8 1138021 °°°°° °°° °°°°°° jo °�. yo mo o ° -u S •uollon.41suoo aao4aq suolsuouilp llo A41uaA TWR LO 4J .JoN : 0G = :a1DOG auoN : jai 4 G n -1 UOI aqlG 10 i i 000\ 000 i� 000 0100 P 000� \\ 000 0100 0100 Exit Gate Ref: None Scale: I" = 20' North N °te: verify all dimensions before construction. - O 00000p0 OF rEk ROBERT B. RUTH ' 1434 ° 0 ���o AO 0000 01 -26 -04 6 T N Z� J t ' r h _ I J 6m Cq J J Pool Woter Meter I I- � Exit Gate Ref: None Scale: I" = 20' North N °te: verify all dimensions before construction. - O 00000p0 OF rEk ROBERT B. RUTH ' 1434 ° 0 ���o AO 0000 01 -26 -04 6 � 6 6 � � O _ U 4-� N N 6 �x N O N� V L � O 3rn �Co U X O LL Date: q /2q/02 Revisions: 01114104 KTT Sheet Number R--2 Sheet 2 of 2 9,; r�� J T N Z� r h 6m Cq � N L L D L m m m t 6 � 6 6 � � O _ U 4-� N N 6 �x N O N� V L � O 3rn �Co U X O LL Date: q /2q/02 Revisions: 01114104 KTT Sheet Number R--2 Sheet 2 of 2 9,; r�� J (1211) Plastic Valve Box IV' Master Valve Flow Out \ Meter (to sprinklers) \ \\ ., . _ , =k ,,.r .a.. / r \ \ \ \ \ \ \ \ Double Check Valve Assembly 2" Irrigation Mainline (Install as per Gity Ordinance #23CI4.) all Pea Gravel (for Drainage) Enclosure -As Per City o- College Station's Requirements 02 Pres ure Vacuum Breaer Assembly Ref: None Scale: None 03 Remote ontrot Valve Rain Bir PEB Ref : None Scale: Not to Scale a Water Proof Connection "Typ. ) Valve Box With Cover: Finish Grade /Top of Muth Remote Control Valve:Rain Bird PEB (all IV') Lateral Line 'VC Main Line Pipe (12 ") Plastic Valve Box Plastic Ball Valve Plastic Meter Box Water Meter (Size Varies) Compacted Native Soil Undisturbed Native Soil Copper Flow Line From Tap Phase 1 4s TORO GREENKEEPER IRRIGATION CONTROLLER SEE PLAN FOR NUMBER OF STATIONS. ANCHOR SECURELY TO WALL. CONDUIT FOR 115V POWER CONDUCTORS PER LOCAL AND NATIONAL CODES 314" CONDUIT FOR REMOTE CONTROL VALVES AND SENSOR WIRES SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS FINISHED SURFACE FRONT RIGHT -SIDE SECTION /ELEVATION SECTION /ELEVATION 05 Exterior N it-Mount Controller Coro Greenkeeper Ref: None Scale: Not to Scale Irrigation Symbol Key A Vacuum Breaker Assembly (Refer to 02AR -1) El IV' Water Meter O Master Valve Electric Valve (Refer 03AR -1) 10 Toro 570 - Sprinkler Head 2" PVC Irrigation Mainline PVC Irrigation Pipe (Size Varies) ® Irrigation Controller (Refer to 05AR -1) SLV — — 4" SCH 40 PVC Sleeve V WN09956MEMA016 General Irrigation Specifications 01. All main lines, are to be 5CH 40 PVC pipe. 02. All lateral lines are to be class 200 PVC pipe. 03. All fittings are to be schedule 40 PVC. 04. All wiring is to be 14 gauge. 05. All sleeves to be Schedule 40 PVC pipe. 06. All valves are to be Rainbird PEB series automatic valves. 07. All valve boxes (plastic) shall remain flush with finish grade for a period of one year or will be raised /straightened at no cost to the Owner. 08. All irrigation components shall carry an unconditional one year guarantee (materials and labor). 09. Installation of all irrigation components shall be approved by Landscape Architect, Owner or Owners' Agent before pipes are covered. 10. All irrigation ditches shall be backfilled and tamped. Clods and debris unearthed during trenching shall be removed from the site. II. IV' Water Meters shall be provided by the Irrigation Contractor for the irrigation system in the area indicated on the Plan. 12. The Irrigation.` Contractor is responsible fcr complying with the City of College Station codes and requirements, Maximum Design Flow per Zone: Not to exceed 45 GPM. MEMO 01 irrigation Plan Luber Street Ref: None Scale: I " =20' North Note; Verify all dimensions before construction. O p000p0Q oo � P �E o1= rE o0 * . e e .....................o ... p ROBERT B. RUTH 0 ............................ ' 1434 �QO IS 7ER�� o ' Fc ooh q 01-- -26 -04 C � fl- 3 � 6 OQ 6� �o Date: q /2cl/02 Revisions: 01114104 KTT Sheet Number I� Sheet I of 2 - . rr ^ ^ 6m G Cq a L 0 �L m_ m C � fl- 3 � 6 OQ 6� �o Date: q /2cl/02 Revisions: 01114104 KTT Sheet Number I� Sheet I of 2 Location Map Bldg. 8 of Phase 2, Bldg. 8 of Phase 2 1 i 1 L 0 d M � 1 0 im IN 1 37-M _ I_I Oi Irrig ,tion Plan Buillin 8 ( 0 Ref: None Scale: 0 = 10' North Note: Verify all dimensions before construction. Note: Irrigation controller located on temporary pole, final irotallation will be wall mounted an Building 10 #1 t M att f �P�I at 0 0 i t m I , V rn x N 4 U -JO) 3 �a x 0 tt Date: 9/29/02 Revisions: 02/16/04 KTT Sheet Number (R-3 Sheet of jo Cb T -uojj:Jnq9uoD ajojaq suolewLulp 110 AjljaA TWM L14JON 1 0G="I : 9 uON :J Cb U01,4 9dD::)GPUD 4 G n - 1 ,AgqwnN 4 d XOA ' 09 I inbi AUtlqlol,\ 04G #IB-IkL MIIIIJIWA 1 0 L F Aff at&-l.0 A1111IJIGIA I LIE, ze IrTY7777791 61, 1 91 PIP �o� La U) 6 0 0 �O U) F Cl fl fl rs_O/G�Wl %% o T o V L ......................... HIM •8 11:13808 ............ o ........ oo.. 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