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Home My WebLink AboutDrawings�� REINFORCED PORTLAND CEMENT -\ CONCRETE, MIN. COMPRESSIVE n#3ARS @ 18" O.C.E.W. STRENGTH OF 3500 PSI AT 28 DAYS. EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. P.T.'S AND P.C.'S TYPE "B" CONTACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. d 1/4"R `23: Z -FL_ - - EXIST. FIRE LANE ,r,it EXIST. FIRE HYDRANT I 0 28 -DAY CONCRETE ia ,� 1/4"R 5,Ein ii 8" STRENGTH = 4000 psi WWn EXIST. UNDERGROUND 12" 4.. Z EXIST. ELECTRICAL 3 TRANSFORMER >, CO rx°F 6„ 7" z CARIFY & COMPACT 8" MIXED WITH 5% HYDRATED LIME (BY DRY ( 01 L 0 SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. o 1'� . y_ COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY 0 z � w � DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE I v= #4 BARSj 3 J 3' -'j 2" O 5 CO m POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. 0= X 18" SMOOTHJ CONTACT: RAY Y 3/4" 4 . R EXPANSION DOWELS P , `¢1N w 0 FAX: (248) 609 3 w A - v t" 0 ►I1YER LIGHT-DUTY CONCRETE PAVEMENT co N.T.S. TYPICAL COMBINED NOTES 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. NO PERIMETER FENCING OR GATES ARE PROPOSED AT THE PERIMETER OF THE PROPERTY. FENCING WILL BE PROVIDED AROUND THE SUN DECK AREA. REF. LANDSCAPE PLANS FOR DETAILS. 4. NO EXISTING PARKING SPACES ARE INCLUDED IN THE PARKING PROVIDED TOTAL. 5. SIGNS ARE TO BE PERMITTED SEPARATELY. 6. THE SITE IS NOT LOCATED WITHIN THE FEMA 100 -YEAR FLOODPLAIN BASED ON FIRM NO. 48041C0182C. REF. LOMR CASE NO. 08-06-2506P. LEGEND 10 PARKING COUNT `23: EXIST. PARKING COUNT -FL_ - - EXIST. FIRE LANE ,r,it EXIST. FIRE HYDRANT I .. .. . .......... . .�... 7 __.. -}-I EXIST. WATER VALVE ii EXIST. AIR CONDITION UNIT WWn EXIST. UNDERGROUND -rO rn _ IN W ELECTRIC E EXIST. ELECTRICAL o 1 3 0 TRANSFORMER >, CO rx°F EXIST. ELECTRICAL ,E v o 0 SWITCHGEAR I INTERIOR PARKING ISLAND REQUIREMENTS-TxDOTLEASE TOTAL INTERIOR ISLAND REQUIREMENT: 2@4@7 61 el 15 * 180 = r,0M ` V TOTAL INTERIOR ISLANDS PROVIDED, 4,090 A -, - - - O%A 1� (D TOTAL END ISLAND REQUIREMENT: r� lylo (!PARKING ROWS* 360 =Q�) ) `�f 180 SF REQUIRED AT THE END OF EACH PARKING ROW) TOTAL END ISLANDS PROVIDED: 2,923 SF (OVER 180 SF PROVIDED AT THE END OF EACH PARKING . ROW) CITY OF' COLLEGE STA' O Jar_ � � v / �r��R I `�G�� a SITE DATA SUMMARY TABLE H TCHE LL SOUT0 O HARVEY MI O SIT F I I � � / O / , ! 0 o , CURB & GUTTER SECTION D N.T.S. w m . , VICINITY MAP Z NOT TO SCALE W __ EX. 14' HIKE ANG -- - ,-�..-�- -- n _ _ Q : BIKE TRAIL I _ - /A`�\� o s, y; 11 !EASEMENT f --_ c f, ..._.- ' Cin /3 f Q \ ' _ 4',0L-a903iPC. 167 ` . 1- { - o ; ,. \ . z t , % . __"--..-- ..-. c ...- �.a "y NORTH ._ - _-,.. o \ i' - , x ' VOL. 9903:PCa. 1i7 \•,s ' - ' ✓ - R11 ' _•._: L- 11 v. Y � ;%,,`.11 z \, y" ^R Q >xi, t .- GRAPHIC SCALE IN FEET }1. _I 0 20 40 80 _ } m m z O m w tY sm i V �� w m O i \ ........ ,_9 - ....... ...... _.... \. � 4 _,. _-.... \ \11, \Lai �s _ . ., __ • ........- ___ C 11 aD 8 z 0 .. .. . .......... . .�... 7 __.. P (3)co N W J i a � Z � oo E Q ■- I00. 00 QMW WWn BRAZOS COUNTY TEXAS f -rO rn _ IN W ,� .. \ I .. . 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In. _ ep�. 7- - :_._ z _ 1 t„ PDD I _.> \ - i :t ' ; � � a z k Z aw n a °o a wo z A c'QVIn w t F' W a a w Q REINFORCED PORTLAND CEMENT CONCRETE; MIN. COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS. #4 BARS @ 18" O.C.E.W. 28 -DAY CONCRETE 8" STRENGTH = 4000 psi CARIFY 8t COMPACT 8" IN CONFORMANCE WITH TXDOT ITEM 260. MPACT TO AT LEAST 95°I° OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. 0= #4 BARS 0= 314"X 18" SMOG EXPANSION DOV LiGHT-DUTY CONCRETE PAVEMENT N.T.S. NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. P.T.'S AND P.C.'S TYPE "B" CONTACTION JOINTS IN CURB 8r GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART, TYPICAL COMBINED CURB & GUTTER SECTION N.T.S. NOTES 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. NO PERIMETER FENCING OR GATES ARE PROPOSED AT THE PERIMETER OF THE PROPERTY. FENCING WILL BE PROVIDED AROUND THE SUN DECK AREA. REF, LANDSCAPE PLANS FOR DETAILS. 4. NO EXISTING PARKING SPACES ARE INCLUDED IN THE PARKING PROVIDED TOTAL. 5. SIGNS ARE TO BE PERMITTED SEPARATELY, 6. THE SITE iS NOT LOCATED WITHIN THE FEMA 100 -YEAR FLOODPLAIN BASED ON FiRM NO.48041C0182C. REF. LOMR CASE NO. 08-06-2506P. LEGEND 10 PARKING COUNT 3 EXIST. PARKING COUNT -FL-- - - EXIST. FIRE LANE y? EXIST. FIRE HYDRANT EXIST. WATER VALVE 7 EXIST. AIR CONDITION UNIT EXIST. UNDERGROUND sa.. ELECTRIC ® EXIST. ELECTRICAL TRANSFORMER INTERIOR PARKING, ISLAND REQUIREMENTS -TXDOTLEASE TOTAL INTERIOR SPACES: 108 SPACES TOTAL INTERIOR ISLAND REQUIREMENT: 540 SF (45 115 ' 180 = 576) TOTAL INTERIOR ISLANDS PROVIDED: 1,396SF TOTAL END ISLAND REQUIREMENT: 1,080SF (3 PARKING ROWS' 360=1,080) (180 SF REQUIRED AT THE END OF EACH PARKING ROW) TOTAL END ISLANDS PROVIDED: 1,080 SF (OVER 180 SF PROVIDED AT THE END OF EACH PARKING ROW) SITE DATA SUMMARY TABLE CROSS ACREAGE 0.97 AC. EX. PARKING SPACES REMOVED 14 PARKING SPACES ADDED 108 NET PARKING TOTAL 9t CITY COLLEGE Elm �- EX. 14' HIKE AND X n _ ur BIK\OA&ZA, -_ I r%1 "'EASEMENT- � ... ..... C i,:� - �/i • �` t `} EX. 30 P_U E _ _--t- � \ .�^ ICINITY MAP NOT TO S ,'',. - •- -- -V-_-_ L.-9963/PG�'i'6 -:- --= � , - .� GALE rb'P_U.E ^ - ;s- `r = f t �.. 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PARKING 25' 0 � Lu ca: Lu ZONED ± i i ! 1 't vt''SP? - I '1 . 9tS . �+"::- _ t t d' , t ' - �M �/! / ?9 (� j N jj.( �' y� . x I T , tl ?�, r; "r ti - ADD 2 HEADS TO - 0 w O `7 h 4 co !tt , ,. PDD �,, o I PHASE '�A o w � l• , . • ._-- { EX, LIGHT POLE r 0,� I v- , • t t �A� t.•- r:a -r<'4 _ -1' •_ -_.. �9 ,.�•-/f .. i • r`�-'-3%• '-• - i -1 � � t�ttl .., :��, :!s; J' �,..r�l,fj tom_----�` t ��o-� ,.►; / ".`t -''i' �>Y''j. 4'Y•r ..., , _. .. i -_ ,+ ,y� ...1 irri5 t -'JF. % ,r i•T� t`'`" - ...z- --�- , ./. , r __ ._--� :. 1 ' t / , EXIST. PARKING j 1 .'�/ / _-.... ` 1. � �� -292 1 _ a �'297.- r i �(tt�lif>�ifT\._:_.'...:.� �_-____-.._�.-___ -: C ------ ;tJ`;. _ _._.___._.. .••_ .__-.._..-_--_ `--j = i. - _ t '� ',. . � ; - • `-� -,,,. '/' :--:<'__✓ .i+ '� - .. ''l ' r - .,. _.. -- - _._. ADD 2 ui 3 HEADS TO s Ii EX. LIGHT POLE . 298 -FL-.i _.t -FL _ _ 9 _-F L � _ w 1�1 -�� `Lr1FL _ 1 fit,. L, � o �- 29 FL m \ ADD 2,HEADS TO ADD 2 HEADS TO I m ; 1LO� G ° ^� f t y . `.� �: • ' / ' - / W ry� ' EX. LIGHT POLE ADD 2 HEADS TO `'�8- EX. LIGHT POLE I I CO gU --1 t ' "� } 15 }' '` 1 O g / . D EXIST. PARKING EX. LIGHT POLE �'t. `Z 10.0 l+ � ilV-5 1 G qh � (♦//�) fl` 11.7„ 1zt0• l {` °52'2$I .>r" RB o \ 3q 25' BUIL DI �(p �7 OCU v m 3 FL'- 3gL a. i t ! ,.,, g0 t EE � OL t4 7tP .2� � (( r .. _.. •�' _ r -`Z I' ■■ ''CURS O 19 . -• _ 8.9 W-'320 E 3-18.76 - 6 LANDSCAPE SE=TBACK ... Sy0 i ''+" I^ A AAAA At• - All, A1" SOY •MI,11: � � Al • 'AAAAr,A, 1At• - AA >' `1 , l - - `` 26:0`- -._ ._. .... NOCURB- Y -✓_ _ ..-.._ - --.. ..- - ,1 . i T1' ... __. �.• NO CURS •: .. - 26. -' �4 � , 10 R : l t 1 IYP 7p 2 4': J 9.0`0 1t �1{ TRANSITION _• 1 - _ ). _. ( .A� o P 1' W '30 FROM 6" CURB w IJ !! o 1 6" J 4td .i 00 o ,' 20.7 l ,Ap. 1 - S77 52 TO NO CURB I r (R 0' .2° 1 © �0L zi7 _i W O N / Tipl o gg 1 J� E LAN - 290 O 1" I Z 9.0 M N 29 1 .rL�{�S E _ C a - t ti •�,� �/ 1 i 1 ' cu O u - O o o ti s _ '1 1 } 6' .....rpRQP ' - .V'� ! /�, ' DST c Ott,, c�` -� 4 't , Z 6"CURB06 6"CURB :_ - _ ' - -- \A : _...... .._ _:: , _. .........- "•- _ .: - _ .. - AREA PARKING IN TxDOT LEASE_ J z TRANSITION _ .._ _,_...... o r , _ _ : TO SURFACE DRAIN TO �j� OPOSE PROPOSED TxDOT !EASE LINE _ , _-_ _ -- ' ? - -...... FROM 6"CURB ... _ _ N89 58 32'W - 323.00 , _ -._.... .._... _- - .._ 292 EXISTING SWAL.E, WHICH FLOWS TO : _..._. ._...._... _.. TO NO CURB g9 �. Zg _.. 2. THE EXISTING HEADWALL - P� ' 296 _ `EXIST CONSTRUCTED AS PART OF CAMPUS - ._ � P 295 293 ... - ---- -- - - ." VILLAGE PHASE 1A IMPROVEMENTS ' . 4 - _295.___ _.. --- - __ ,�- Tr�`t� r T 71T _ .. ,•,_ l .t .L't PLA V CAM VL LA E-- TxDOT 'LEASE U P Tx OT R.O. . •,,� -,2 �._.._ - THE WOODLANDS OF ,. •-• ' �- .._ � s �°" •_ _..__ ....:__ .-.., _ .. ._. --_ '-- -- .__ _. - .. ........._. _. - _ - - __ COLLEGE STATION SUBDIVISION Z O \ .....• 3 p� o 0 __ --- -'-•, __ .. _.._ .__ . _._. __ _ _ .._ l- _ � 17 HARVEY MITCHELL SD tJ �-97 ACRE'S 43p = 11 CITY OF COLLEGE STATION - BRAZOS COUNTY, TEXAS MARCH 26, 2013Lu DEVELOPER: DEVELOPER sa.. CAMPUS VILLAGE COMMUNITIES CVCS, LLC 919 W. UNIVERSITY DRIVE, SUITE 700 4520 N. GRAND RIVER AVENUE ROCHESTER, MICHIGAN 48307 LANSING, MICHIGAN 48906 CONTACT. RAY BEHLING CONTACT: KEVIN MCGRAW TEL: (248) 609-0406 TEL: (517) 703-2132 FAX: (248) 609-0425 FAX: (517) 703-2152 KMCGRAW@CADDISDEV.COM OWNER APPLICANT ENGINEER TEXAS DEPARTMENTIOFTRANSPORTATION KIMLEY-HORN AND ASSOCIATES, INC. SHEET NUMBER 1300 NORTH TEXAS AVENUE 12700 PARK CENTRAL DRIVE, SUITE 1800 BRYAN, TEXAS 77803 I' DALLAS, TEXAS 75251 CONTACT: BOB APPLETON CONTACT: KEVIN GASKEY, P.E. TEL: (979) 7789600 TEL N0. (972) 770-1300 CAO BOB.APPLETON@TXl7�3T.GOV FAX NO. (972) 239-3820 REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE STRENGTH nC'2rnA 001 A-r')Q DAYS #3 BARS @ 18" O.C.E.W. M EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. P.T.'S AND P.C.'S TYPE "B" CONTACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. N. 24" 15" NOTES 1 . . 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, I DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT I PROPERTY DISTURBED DURING CONSTRUCTION. 1 2. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, 0 . . 1/4"R � I I ,AND INSTALLED AS PER CITY ORDINANCE 2394. . - I — � , . . . . . . . . . I -:_i:l - ` .. . ... Z .*,.. ., !�.:, -.. : , 1 3. NO PERIMETER FENCING OR GATES ARE PROPOSED AT THE , . . .. C6 ; : .. .. .. . 5" 1 . i .% .V.I.% *._:11�1, , 3' * . . .. PERIMETER OF THE PROPERTY. FENCING WILL BE PROVIDED w I A .. i* . . .a * :5 28 DAY CONCRETE . 5" . AROUND THE SUN DECK AREA. REF. LANDSCAPE PLANS FOR 0 1 T �1�q_l 1/4"R ,�, . . . 0 8.1 - 11 f � I w STRENGTH = 4000 psiDETAILS._----,III , I � cn < . - . 12" 4" — 0 3" f , . 4. NO EXISTING PARKING SPACES ARE INCLUDED IN THE PARKING z I I — of— . < . 6" 7" 1 PROVIDED TOTAL. z CARIFY & COMPACT 8" MIXED WITH 5% HYDRATED LIME BY DRY � 0:1 01 I I . w t) 0 . SOIL WEIGHT) IN CONFORMANCE WITH TXDOT ITEM 260. v 5. SIGNS ARE TO BE PERMITTED SEPARATELY. � =: F T________1TT____ I �_ COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY — -' DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE . I 0= #4 BARS _j J. 3J 3" 2" . . � 6. THE SITE IS NOT LOCATED WITHIN THE FEMA 100 YEAR YPOINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. I 0= 3/4" X 18" SMOOTH 4" y I - FLOODPLAIN BASED ON FIRM NO. 48041C0182C. REF. LOMR CASE R I EXPANSION DOWELS NO. 08-06-2506P. � � . =� LIGHT-DUTY CONCRETE PAVEMENT I . 7. IN THE EVENT THE LEASE AREA ENDS, THE IMPROVEMENTS In . SHALL BE REMOVED AND PHASES 1A AND 1 B SHALL BE :5 .I _j N.T.S. TYPICAL COMBINED RESTORED TO MEET INITIAL SITE PLAN APPROVAL DOCUMENTS. I-_ M � 0 1 CURB & GUTTER SECTION I I F N.T.S. . . . �! . . 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FIRE LANE INTERIOR PARKING ISLAND REQUIREMENTS -TxDOTLE, TOTAL INTERIOR SPACES: 140 SPACES I TOTAL INTERIOR ISLAND REQUIREMENT: 1,680 SF (140 / 15 * 180 =1,680) I TOTAL INTERIOR ISLANDS PROVIDED: 2,700 SF TOTAL END ISLAND REQUIREMENT: 1,440 SF (4 PARKING ROWS * 360 =1,440) (180 SF REQUIRED AT THE END OF EACH PARKING ROW) TOTAL END ISLANDS PROVIDED: 1,968 SF (OVER 180 SF PROVIDED AT THE END OF EACH PARKING ROW) I I SITE DATA SUMMARY TABLE GROSS ACREAGE EX. PARKING SPACES REMOVED PARKING SPACES ADDED NET PARKING TOTAL / --;7, Z�,� .... Y�./ 'I .1 ". (O �__ .. 1<1 - IN -.,,'.I `,-�,,�',:,/ -;7, ,/ ------- " X , I * _ .'s " < . .1, \ \ , : I _., I . i -" fib , � ,.- . _ - � 0 � .... _-1. "� - .1-3'.� , I % -k- 1, �, I \ 1, t ;. z . .,It ... " 1 4s� � -,� !". - . I , �,,� - I � If � i �-4' �: .1 . I ..... 11 . I I _' ...... 1 " I < , I '� ,; -,il 1k -�* _�� , ... �\, - \ 1, � . � - % ,- ,:----0,,',,,?"P, ��,�,� - , . ,. , I—. -7 �;_ ��_ ... -� '.:_=.V:_771:._ ... ..... I ...... v. 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GRAND RIVER AVENUE LANSING, MICHIGAN 48906 1 CONTACT: KEVIN.McGRAW TEL: (517) 703-2132 FAX: (517) 703-2152 KMCGRAW@CADDISDEV.COM APPLICANT/ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. 12700 PARK CENTRAL DRIVE, SUITE 1800 DALLAS, TEXAS 75251 CONTACT: KEVIN GASKEY, P.E. TEL. NO. (972) 770-1300 . FAX NO. (972) 239-3820 I I M SHEET NUMBER 1; C-0�3 p vil i?- T 4 . )_ 11G_ q,q<- �f . 01- ! � ; ! : : REINFORCED PORTLAND CEMENT CONCRETE; MIN. COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS. #4 BARS @ 18" O.C.E.W. 5 0 w as 1 NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. P.T.'S AND P.C.'S TYPE "B" CONTACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" ----�- 6" j---'-- 15" 1/4"R 1 4( 3" 28 -DAY CONCRETEc cQ "R 5" 1/4 STRENGTH = 4000 psi 12" 3"1 14i s" 7" 0 O 0 = #4 BARS " " 3" 2^ 0= 3/4"X 18" SMOOTH J 4" EXPANSION DOWELS TYPICAL COMBINED CURB & GUTTER SECTION N.T.S. NOTES 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RiGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394, 3. NO PERIMETER FENCING OR GATES ARE PROPOSED AT THE PERIMETER OF THE PROPERTY. FENCING WILL BE PROVIDED AROUND THE SUN DECK AREA. REF. LANDSCAPE PLANS FOR DETAILS. 4. NO EXISTING PARKING SPACES ARE INCLUDED IN THE PARKING PROVIDED TOTAL, 5. SIGNS ARE TO BE PERMITTED SEPARATELY, 6. THE SITE IS NOT LOCATED WITHIN THE FEMA 100 -YEAR FLOODPLAIN BASED ON FIRM NO. 48041 C01 82C. REF. LOMB CASE NO. 08-06-2506P. LEGEND 10 . PARKING COUNT .3t EXIST. PARKING COUNT Z, EXIST. FIRE LANE EXIST. FIRE HYDRANT z O EXIST. WATER VALVE " EXIST. AiR CONDITION UNIT U u� EXIST. UNDERGROUND uj L5 W ELECTRIC ❑T EXIST. ELECTRICAL U TRANSFORMER ¢ O WNER APPLICANT/ENGINEER O TEXAS DEPARTMENT F TRANSPORTATION KIMLEY-HORN AND ASSOCIATES, INC. o 1300 NORTH TEXAS AVENUE 12700 PARK CENTRAL DRIVE, SUITE 1800 u, ml, 8" CONTACT: BOB APPL ON CONTACT: KEVIN GASKEY, P.E. TEL: (979) 778-9600TEL. NO. (972) 770-1300 BOB.APPLETON@TXDOT.GOV FAX NO. (972) 239-3820 -I Z CARIFY & COMPACT 8" IN CONFORMANCE WITH TXDOT ITEM 260. MPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND WiTHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. X O LIGHT-DUTY CONCRETE PAVEMENT N.T.S. 5 0 w as 1 NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. P.T.'S AND P.C.'S TYPE "B" CONTACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" ----�- 6" j---'-- 15" 1/4"R 1 4( 3" 28 -DAY CONCRETEc cQ "R 5" 1/4 STRENGTH = 4000 psi 12" 3"1 14i s" 7" 0 O 0 = #4 BARS " " 3" 2^ 0= 3/4"X 18" SMOOTH J 4" EXPANSION DOWELS TYPICAL COMBINED CURB & GUTTER SECTION N.T.S. NOTES 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RiGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394, 3. NO PERIMETER FENCING OR GATES ARE PROPOSED AT THE PERIMETER OF THE PROPERTY. FENCING WILL BE PROVIDED AROUND THE SUN DECK AREA. REF. LANDSCAPE PLANS FOR DETAILS. 4. NO EXISTING PARKING SPACES ARE INCLUDED IN THE PARKING PROVIDED TOTAL, 5. SIGNS ARE TO BE PERMITTED SEPARATELY, 6. THE SITE IS NOT LOCATED WITHIN THE FEMA 100 -YEAR FLOODPLAIN BASED ON FIRM NO. 48041 C01 82C. REF. LOMB CASE NO. 08-06-2506P. LEGEND 10 . PARKING COUNT .3t EXIST. PARKING COUNT -� EXIST. FIRE LANE EXIST. FIRE HYDRANT z O EXIST. WATER VALVE " EXIST. AiR CONDITION UNIT U u� EXIST. UNDERGROUND uj L5 W ELECTRIC ❑T EXIST. ELECTRICAL o a. TRANSFORMER ;EX. 14' HIKE AND "X -•--~ h -- - INTERIOR PARKING ISLAND REQUIREMENTS -TxDOT LEASE TOTAL INTERIOR SPACES: 108 SPACES TOTAL INTERIOR ISLAND REQUIREMENT: 540 SF (4S / 15 * 180 = 576) TOTAL INTERIOR ISLANDS PROVIDED: 1,396SF TOTAL END ISLAND REQUIREMENT.1,080SF (3 PARKING ROWS * 360=1,080) (180 SF REQUIRED AT THE END OF EACH PARKING ROW) TOTAL END ISLANDS PROVIDED: 1,080 SF (OVER 180 SF PROVIDED AT THE END OF EACH PARKING ROW) SITE DATA SUMMARY TABLE GROSS ACREAGE 0.97 AC. EX. 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" _....._ _._ ._.. _._ 2 `W -323.Q0' > - ' - - 29 97- >ui NO CURB .. -... g - 1-1- 2 - ' 6 ------- uiw ~- ,- .. ? , ._ . _.._. , _ ....__ - 29 295 LL N 293 - �. -a• • .294> - - > - w n a �F ¢ U > o LLI M� cq N i tz z�w � ,w.tn " �w O z W w d o cn } 02 W d U) Z O Lu nr 6 Z Lu 1 gn t� �... gNELI 0 t3 a"2 0 3:O Co ME f� O V ys �r�,Z Q? CC uj�w :DLt-Z "� c o C7 Z a tett > MLu caao� wZ o Q a.. a. Co 0 r _ OF / SARAN e T W 1 �•• ....._... ILLIAMSO� �/��'p�• 10896....... _�� Z � c W Y O 3= DRAZOS CO LINT Y, TEXAS (n i.i.l MARCH 26, 2013 DEVELOPER DEVELOPER CAMPUS VILLAGE COMMUNITIES CVCS, LLC z O 919 W. UNIVERSITY DRIVE, SUITE: 700 4520 N. GRAND RIVER AVENUE J ROCHESTER, MICHIGAN 48307 LANSING, MICHIGAN 48906 U u� CONTACT: RAY BEHLING CONTACT: KEVIN McGRAW uj L5 W TEL: (248) 609-0406 TEL: (517) 703-2132 Z FAX: (248) 609-0425 FAX: (517) 703-2152 o a. KMCGRAW@CADDISDEV.COM ¢ O WNER APPLICANT/ENGINEER 0 TEXAS DEPARTMENT F TRANSPORTATION KIMLEY-HORN AND ASSOCIATES, INC. o 1300 NORTH TEXAS AVENUE 12700 PARK CENTRAL DRIVE, SUITE 1800 rn BRYAN, TEXAS 77803 1 DALLAS, TEXAS 75251 CONTACT: BOB APPL ON CONTACT: KEVIN GASKEY, P.E. TEL: (979) 778-9600TEL. NO. (972) 770-1300 BOB.APPLETON@TXDOT.GOV FAX NO. (972) 239-3820 } 02 W d U) Z O Lu nr 6 Z Lu 1 gn t� �... gNELI 0 t3 a"2 0 3:O Co ME f� O V ys �r�,Z Q? CC uj�w :DLt-Z "� c o C7 Z a tett > MLu caao� wZ o Q a.. a. Co 0 r _ OF / SARAN e T W 1 �•• ....._... ILLIAMSO� �/��'p�• 10896....... _�� Z � c W Y O 3= W Wx (n i.i.l Q z O -�- J Q u U u� = uj L5 W Z Z o a. cr_ ¢ V) 0 w o 02 rn a u W Wx (n i.i.l Q z O -�- J Q u UJ uj L5 W D 0 J _j 0. o X. u_0 zz SHEET NUMBER C-03 w Q U O Q z Q z 0 `1 m z O a F- Q z a O �.._�.._.. 2 0 F v v z 7 cn U z O z w i W x o a ' 0 z LL 0 w W w P HAS d w wrte., 3 a ��h . .. F ! I i 0 J W ,Qx� i•'llz� J�J2, foal TOTAL LANDSCAPE POINT CALCULATION SYMBOL TAG QTY. SIZE SCIENTIFIC NAME COMMON NAME TYPE POINT VALUE POINT 0 UC 9 2.5" CAL. ULMUS CRASSIFOLIA CEDAR ELM STREETSCAPE TREE 150 1350 3 TD 37 2.5" CAL. TAXODIUM DISTICHUM BALD CYPRESS STREETSCAPE TREE 150 5550 p o CANOPY TREE SUBTOTAL 6,900 FOR LANDSCAPE PLANS THAT ARE RI 170 Mal Minl in INDICA INDIAN HAWTHORN SHRUB 36" HT. MIN, 10 1700 /� 50% OF TOTAL REQUIRED POINTS 1 434113:PQINTS w�.C4 _ w 'aa SHALL BE PROVIDED BY CANOPY 1 3 0UT TREES. (8225*.50) = 4,113) FULL t�j E. �1c! w N W El LAWN 4,760 SY SOLID SOD CYNODON DACTLYON COMMON BERMUDA SOLID SOD, SAND FILLED JOINTS N/A NIA rn �CwL1� F SHRUB SUBTOTAL 1,700 TOTAL POINTS 8,600 EXISTING PHASE 1A LANDSCAPE TO -t1 `REMAIN (TYP.) FL-N`� - _ -rTi - -FL _FL -- r --Fl w ¢ : CL D `»N-39 631 f i+ 579: •,l (y LL 06 w � STREETSCAPE REQUIREMENTS: Oartri ca�-� ONE CANOPY TREE FOR EVERY 25 LF li F- OF FRONTAGE SHALL BE INSTALLED: - '. . 0: REQUIRED PROVIDED TOTAL TREES: 46 YS J 2a w z TOTAL DEVELOPED SITE AREA: 76,410 SF LwlUj �• 3 (30 POINTS/ 1,000 SF OF SITE AREA): Uj THREE HUNDRED ADDITIONAL LANDSCAPE w POINTS SHALL BE REQUIRED FOR EVERY 50 m Oz w LF OF FRONTAGE ON A RIGHT-OF-WAY: G� c- �j r� p o w o z w A 10% POINT CREDIT WILL BE AWARDED w o a o z FOR LANDSCAPE PLANS THAT ARE aA PREPARED BY A LANDSCAPE ARCHITECT F fz. REGISTERED IN TEXAS: (9,139 *.10) _ 1 O REQUIRED ✓5 N 9 w CANOPY TREE POINTS: /� 50% OF TOTAL REQUIRED POINTS 1 434113:PQINTS w�.C4 _ w 'aa SHALL BE PROVIDED BY CANOPY 1 3 0UT TREES. (8225*.50) = 4,113) c L t�j E. �1c! w N W PARKING SPACE S89053'41"E PROPOSED TxDOT w 0 uaog� o �x12�• SCREENING (TYP.) 323.00' LEASE LINE w w wJ, z� °o L7aWw0�� . A e U- STREETSCAPE REQUIREMENTS: 0 0 ONE CANOPY TREE FOR EVERY 25 LF Y z � w OF FRONTAGE SHALL BE INSTALLED: w = TOTAL STREET FRONTAGE: 1,141 LF c REQUIRED PROVIDED TOTAL TREES: 46 Z a 2a w z TOTAL DEVELOPED SITE AREA: 76,410 SF LwlUj �• 3 (30 POINTS/ 1,000 SF OF SITE AREA): Uj THREE HUNDRED ADDITIONAL LANDSCAPE w POINTS SHALL BE REQUIRED FOR EVERY 50 U w LF OF FRONTAGE ON A RIGHT-OF-WAY: G� c- �j r� (1,141 / 50)(300) = w o z w A 10% POINT CREDIT WILL BE AWARDED w o a o z FOR LANDSCAPE PLANS THAT ARE aA PREPARED BY A LANDSCAPE ARCHITECT F fz. REGISTERED IN TEXAS: (9,139 *.10) _ Lou 3 O REQUIRED ✓5 N 9 w CANOPY TREE POINTS: /� 50% OF TOTAL REQUIRED POINTS 1 434113:PQINTS w�.C4 _ w 'aa SHALL BE PROVIDED BY CANOPY 1 3 0UT TREES. (8225*.50) = 4,113) s� W t�j E. �1c! w N W w 0 uaog� o �x12�• A > A wJ, z� °o L7aWw0�� rn �CwL1� F CAUTION!! V `' EXISTING UNDERGROUND U77LI77ES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING 7HE HORIZONTAL AND VERTICAL LOCA77ON OF ALL U77LI77ES PRIOR TO CONSTRUC770N. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXIS77NG U77LI77ES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL N077FY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. r. r ST® FO! CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) LANDSCAPE REQUIREMENTS STREETSCAPE REQUIREMENTS: ONE CANOPY TREE FOR EVERY 25 LF OF FRONTAGE SHALL BE INSTALLED: TOTAL STREET FRONTAGE: 1,141 LF REQUIRED PROVIDED TOTAL TREES: 46 46 POINTS PER PROJECT AREA: TOTAL DEVELOPED SITE AREA: 76,410 SF MINIMUM LANDSCAPE POINTS REQUIRED (30 POINTS/ 1,000 SF OF SITE AREA): 2,293 POINTS THREE HUNDRED ADDITIONAL LANDSCAPE r POINTS SHALL BE REQUIRED FOR EVERY 50 LF OF FRONTAGE ON A RIGHT-OF-WAY: (1,141 / 50)(300) = 6,846 POINTS A 10% POINT CREDIT WILL BE AWARDED FOR LANDSCAPE PLANS THAT ARE PREPARED BY A LANDSCAPE ARCHITECT REGISTERED IN TEXAS: (9,139 *.10) _ (914 POINTS) REQUIRED PROVIDED CANOPY TREE POINTS: /� 50% OF TOTAL REQUIRED POINTS 1 434113:PQINTS 6,900 POINTS SHALL BE PROVIDED BY CANOPY 1 TREES. (8225*.50) = 4,113) EXISTING TREES REMOVED: 1 CEDAR ELM 2 BALD CYPRESS * NOTE: THESE TREES HAVE BEEN ADDED IN THE TxDOT LEASE AREA AND DO NOT CONTRIBUTE TOWARD THE LANDSCAPING POINTS. CITY OF' COLLEGE STA IT U) z 0 w tY M® TOTAL POINTS: 9,139 - 914 8,225 POINTS 8,600 POINTS VICINITY MAP NOT TO SCALE /A 00- j CNO� 1:5N LL -� O_ J f0 � LL t v O N i NORTH ��co� W i ` t GRAPHIC SCALE IN FEET ui oz co UJ + ; [ _ ! ,0 20 40 80 LU i i W -it- •'�`... t�. i !r fl;..; � +t ,,,, s " � � ' , o LOT 2R-3 ��.� li, ,\ � a 41, °? 2.27 ACRES w ZONED rn PDD !93 V . Ol i l i•dr.:. { s = , w P. i - / �!!0./ �FOR REVIEW� �'...-..a LY -..t 9Cr Not for construction purposes or permits. r ,'' `, a" 0' IGmIeHom s io rLA and AsBocTtes, Inc. t ' -'• „4"'� � , " 00 t t <<,. � t -�",Y �~ FUTURE PARKING L ' JOHN A. FIELDER - �4 � \ � � R.I.A... o. a e"- R IAN 2344o r APRIL2012 .00 \ wA' -_ter ..�._ . . _.- _ ..., rJ 6 ASE 1 B ;4=., ' m a __.. w - - t _, .� � Y i 'V - ! 'tt '; �!'! . '! -fit \ \ \ { \ \ � PARKIN PACE m o Q m SC ENING (TYP.) W N CD CD W 2 z Y _ 04 _ t,}"t ; t tl t`� 1 e fir' r ,✓ t :. .► f \ \ / o ; "CD 0 F- Q Kn Q W \ \ is 1 24 25 nom- o o ¢ cU) o o v ,E"..... / Uj 15 0 �► W :t i- 0. 7 6 8 , Vd Z 3 -' o r 5 2 0 7 Q 0 PROPOSED TxDOT"- f- _...LEAF LINE Uj Ia- o ` �• W TxDOT R.O.W. .��P w N77o 53, 23„ E �V" �� _! -' 597.80' '- "" r '� I Rf , r,. PARKING SPACE .SCREENING (TYP.) � -�..,.____.••--....-_ r,; - �� \P�L ,;�, � {� > I GENERAL LANDSCAPE NOTES AND SPECIFICA 0 TIONS U ,J � 1. PLANT MATERIAL SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY rr r STOCK.' III 2. CONTRACTOR SHALL STAKE OUT TREE LOCATIONS AND BED CONFIGURATION FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE PLANS. 4. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE, THE DRAWINGS SHALL PREVAIL. 5. LOCATE ALL UTILITIES PRIOR TO DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY HIS/HER WORK. 6. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE PROJECT LANDSCAPE ARCHITECT OR THE OWNER. 7. PLANT BED PREPARATION PROCEDURE SHALL BE TO ADD 3" OF COMPOST AND 20 POUNDS OF ORGANIC FERTILIZER (GREENSENCE, SYSTANE OR z EQUAL) PER 1,000 SQUARE FEET (OF BED) TO ENTIRE BED., BED SHOULD BE TILLED TO A MINIMUM DEPTH OF 6"-8'. 8. EXISTING SOIL SHALL BE REASONABLY FREE OF STONES, LUMPS OF CLAY, ROOTS AND OTHER FOREIGN MATTER. ACIDITY TO BE BETWEEN 5.0 AND 7.0 PH. 9. IF ROCKS ARE ENCOUNTERED, REMOVE TO A DEPTH OF 4" AND ADD 4" OF FRIABLE FERTILE TOP SOIL TO ALL SODDED AREAS. GRADE ACCORDING TO ENGINEER'S GRADING PLAN. 10. LAWN AREAS SHALL HAVE 4" MINIMUM FRIABLE TOPSOIL AND BE TREATED WITH FERTILIZER APPLIED AT A RATE OF 20 POUNDS PER 1,000 SQUARE FEET. W 11. ALL PLANT BEDS SHALL BE TOP DRESSED WITH A MINIMUM OF 2" OF SHREDDED HARDWOOD MULCH. 12. PROVIDE STEEL EDGE BETWEEN ALL PLANT BEDS AND LAWN AREAS UNLESS INDICATED DIFFERENTLY ON PLANS. 13. ALL DISTURBED AREAS NOT INDICATED AS PLANTING BEDS SHALL BE SEEDED BY CONTRACTOR TO PROVIDE AN ESTABLISHED TURF AREA. 0. 14. TREE PLANTING PITS SHALL BE BACKFILLED WITH TOP SOIL, AND CLEARED OF ALL ROCKS, LUMPS OF CLAY AND OTHER FOREIGN MATERIAL. PLACE 1" OF COMPOST AND 3" OF MULCH ON TOP OF ROOT BALL Q 15. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE FOR SUGGESTION ONLY. THE LANDSCAPE ARCHITECT SHALL USE WHATEVER METHOD / ♦ v HE/SHE DEEMS FIT, HOWEVER, HE/SHE WILL BE HELD LIABLE FOR ANY DAMAGE CAUSED TO THE TREE DUE TO IMPROPER STAKING METHODS LANDSCAPE NOTES: v z (INCLUDING ABSENCE OF STAKING), AND WILL BE RESPONSIBLE FOR ADJUSTING AND/OR REPLANTING TREES WHICH ARE NOT HELD UPRIGHT DURING /1 THE WARRANTY PERIOD.1. A'FULLY AUTOMATED UNDERGROUND IRRIGATION N SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR �JJ 16. TREES SHALL BE PLANTED AT LEAST 4 FEET FROM ANY RIGHT-OF-WAY, CURB, WALK, OR FIRE -HYDRANT, AND OUTSIDE ALL UTILITY EASEMENTS. IN THE STATE OF TEXAS AND SHALL BE OPERATIING PRIOR TO ANY PLANT MATERIAL BEING INSTALLED. Q Q 17. TREES SHALL BE PLANTED AT LEAST 8 FEET FROM ANY PUBLIC UTILITY LINE. v 18. TREES OVERHANGING WALKS AND PARKING AREAS SHALL HAVE A CLEAR TRUNK HEIGHT OF 7 FEET FROM FINISHED SURFACE GRADE. 2. 100% COVERAGE OF GROUNDCOVER, DECORA �-rRTY VF PAVING, DECORATIVE ROCK (NOT LOOSE), ORA 19. TREES PLANTED ON SLOPES SHALL BE PLACED IN PLANTING PITS OF ADEQUATE DEPTH SUCH THAT THE SOIL STAIN AT THE BASE OF THE TRUNK PERENNIAL GRASS IS REQUIRED IN PARKING LOT LANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT z MATCHES THAT OF THE AVERAGE GRADE OR SLOPE. SETBACK, RIGHTS-OF-WAY, AND ADJACENT PRO DISTURBED DURING CONSTRUCTION. p 20. DURING THE WARRANTY PERIOD, THE OWNER, TENANT, AND/OR THEIR AGENT (IF ANY) SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF zz ALL LANDSCAPING. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL 3. THE IRRIGATION SYSTEM MUST BE PROTECTEDiBY EITHER A PRESSURE VACUUM BREAKER, A REDUCED z INCLUDE - BUT NOT BE LIMITED TO- MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO THE PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER p MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR CITY ORDINANCE 2394, _ THE SEASON OF YEAR. PLANT MATERIAL THAT IS DAMAGED, DESTROYED, REMOVED, OR SHOWING MORE THAN 40% DEFOLIATION, SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR SIZE AND VARIETY WITHIN THIRTY (30) DAYS. 4. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE J 21. CONTRACTOR SHALL WARRANTY PLANT MATERIALS TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER THE FINAL ACCEPTANCE. 2394. WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS FO PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM, OR NEGLIGENCE ON THE SHEET NUMBER Y PART OF THE OWNER. 22. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS. L-0 N 23. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED TO MAINTAIN ALL LANDSCAPE AREAS. OVER SPRAY ON STREETS AND WALKS IS PROHIBITED. i 0114(;51 I :k � \ � / < \ . \ ƒ § 2 F [ \ \ � $ w � } . n . k w a k � @ / � \ � . � co 7 . . �.. j / 2 / k § % \ 6 .. § .■ 0 § & § \ w .0 a......E � / .b j Er 1 m z O Q CL 0 z z 0 0 z I_ F 7 O k I— w 2 D U O 0 U) F O w U z w O' LLw a a 0 oin, W MW W 0 w n w w CL f - x U O LL zw W 'd % 0 w z w 0 IL w CL U a U. U W a Lu �W 0 S >; z b o W 0 w W a � L U U x � w � LL LL 0 z Lu w in ry - z w a Z -w q x Ep w w qq z H W a- z z a 0 w w OW) a H Q0 0 wsF W i+i U o� 0 Ng U q d p W N x �x5F a � IN x ,y W 0 0 N � A g A�� wnPzo wO�1. : v) Q D01 EXISTING PHASE 1A NP 00 ( u, N 0 0 r PARKING SPACE SCREENING (TYP.) .TOTAL LANDSCAPE POINT CAI ULATION SYMBOL TAG QTY. SIZE SCIEW IFIC NAME COMMON NAME TYPE POINT VALUEJ POINT UC 7 2.5" CAL. ULMUS� PRASSIFOLIA CEDAR ELM STREETSCAPE TREE 150 1050 0 TD 28 2.5" CAL. TAXODIPM DISTICHUM BALD CYPRESS STREETSCAPE TREE 150 4200 CANOPY TREE SUBTOTAL 5,250 SHRUB O RI 145 7Ngal RAPHIOLEPSIS INDICA INDIAN HAWTHORN 36" HT. MIN, 10 1450 FULL LAWNSOLID CYNO[JON DACTLYON COMMON BERMUDA SOLID SOD, SAND N/A N/A 4,760 S SOD FILLED JOINTS SHRUB SUBTOTAL 1,450 TOTAL POINTS 6,700 "=Mill LANQSCAPE REQUIREMENTS STREETSCAPE REQ .'IREMENTS: GENERAL LANDSCAPE NOTES AND SPECIFICATIONS �P ONE CANOPY TREE FOR EVERY 25 LF �„� v awl, OF FRONTAGE SHALL BE INSTALLED: LEASE LINE CA U Tl ON!! EXISTING UNDERGROUND UTILITIES IN THE AREA CON7RACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. ST®P® CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) EXISTING TREES REMOVED: 1 CEDAR ELM 2 BALD CYPRESS * NOTE: THESE TREES HAVE BEEN ADDED IN THE TXDOT LEASE AREA AND DO NOT CONTRIBUTE TOWARD THE LANDSCAPING POINTS. CITY OF COLLEGE STA U) z O w tY 0 Q\�DO� �' O D � Z o U VICINITY MAP NOT TO SCALE rA 4-d N O O� L ■ �♦ N LL 00 VQ t? NORTH T O 0 co Mie N O i rn COO tiZ W - /� W. W W F W a� Q _U_z GRAPHIC SCALE IN FEET o z 0 20 40 80 •- > M W ca .o 0 O W y f -� i W F- COCO WZ W - V -O Y = � LOT 2R=3* < ° r 0 2.27 ACRES o Y t � ZONED N PDD . Cti��O o / t'3 G 1>= �'flvil D Gal FOR REVIE%A ONLY Not for constructlon purposes or permits. 61�2 �, bmleoom / rn� ❑�❑ and Awdatea, Inc. 00 R.LA. JOHN A. FIELDER L.A. N. 2344 oa e MAY 2012 low ' F .001 cn to Y _ / 2 U) c �. $ Z Q m oho - °222 N o N W jm o '000001,561 N W N J Lo 0 > C.Y.) .....'�c.- t 1 � .� � � ` / fin'✓ Il III _fi -� 1 ,b < 1C -t i I t t, 1 1 1 Vt✓ W U) i V VIII 15 0 , 1.2 0 , v� z • PROPOSED TxDOT r' oQLEASE LINE(i � • ., � �C �V`• rn II (� .��P� "+ W $.�, 59s.30'TxDOT R.O.W. . 0 S77°52'2 Q� .�,OF _I Av, I.�O, `". SCREENING (TYP.) }- LANQSCAPE REQUIREMENTS STREETSCAPE REQ .'IREMENTS: GENERAL LANDSCAPE NOTES AND SPECIFICATIONS �P ONE CANOPY TREE FOR EVERY 25 LF �„� v 1. PLANT MATERIAL SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY OF FRONTAGE SHALL BE INSTALLED: TOTAL STREET FROOTAGE: 863 LF 'L REQUIRED PROVIDED TOTAL TREES: 35 35 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS POINTS PER PROJECT AREA: TOTAL DEVELOPED SITE AREA: 57,336 SF MINIMUM LANDSCAPE POINTS REQUIRED 4. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE, THE DRAWINGS SHALL PREVAIL. (30 POINTS/ 1,000 SF OF SITE AREA): 1,720 POINTS 5. LOCATE ALL UTILITIES PRIOR TO DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY HIS/HER WORK. THREE HUNDRED ADDITIONAL LANDSCAPE POINTS SHALL BE REQUIRED FOR EVERY 50 LF OF FRONTAGE ON A RIGHT-OF-WAY: 7. PLANT BED PREPARATION PROCEDURE SHALL BE TO ADD 3" OF .COMPOST AND 20. POUNDS OF ORGANIC FERTILIZER (GREENSENCE, SYSTANE OR (863 / 50)(300) = 5,178 POINTS EQUAL) PER 1,000 SQUARE FEET (OF BED) TO EN11RE BED. BED SHOULD BE TILLED TO A MINIMUM DEPTH OF 6"-8".. A 10% POINT CREDIT WILL BE AWARDED FOR LANDSCAPE PLANS THAT ARE PREPARED BY A LANDSCAPE ARCHITECT 7.0 PH. ti REGISTERED IN TEXAS: (6,898 *.10) _ (690 POINTS) 9. IF ROCKS ARE ENCOUNTERED, REMOVE TO A DEPTH OF 4" AND ADD 4" OF FRIABLE FERTILE TOP SOIL TO ALL SODDED AREAS. GRADE ACCORDING REQUIRED PROVIDED n CANOPY TREE POINTS: ,LMLM 50% OF TOTAL REQUIRED POINTS 3,104 POINTS 5,250 POINTS SHALL BE PROVIDED BY CANOPY FEET. TREES. (6,208*.50) = 3,104) TOTAL POINTS: 6,898 - 690 = 11. ALL PLANT BEDS SHALL BE TOP DRESSED WITH A MINIMUM OF 2" OF SHREDDED HARDWOOD MULCH. 6,208 POINTS 6,700 POINTS EXISTING TREES REMOVED: 1 CEDAR ELM 2 BALD CYPRESS * NOTE: THESE TREES HAVE BEEN ADDED IN THE TXDOT LEASE AREA AND DO NOT CONTRIBUTE TOWARD THE LANDSCAPING POINTS. CITY OF COLLEGE STA U) z O w tY 0 Q\�DO� �' O D � Z o U VICINITY MAP NOT TO SCALE rA 4-d N O O� L ■ �♦ N LL 00 VQ t? NORTH T O 0 co Mie N O i rn COO tiZ W - /� W. W W F W a� Q _U_z GRAPHIC SCALE IN FEET o z 0 20 40 80 •- > M W ca .o 0 O W y f -� i W F- COCO WZ W - V -O Y = � LOT 2R=3* < ° r 0 2.27 ACRES o Y t � ZONED N PDD . Cti��O o / t'3 G 1>= �'flvil D Gal FOR REVIE%A ONLY Not for constructlon purposes or permits. 61�2 �, bmleoom / rn� ❑�❑ and Awdatea, Inc. 00 R.LA. JOHN A. FIELDER L.A. N. 2344 oa e MAY 2012 low ' F .001 cn to Y _ / 2 U) c �. $ Z Q m oho - °222 N o N W jm o '000001,561 N W N J Lo 0 > C.Y.) .....'�c.- t 1 � .� � � ` / fin'✓ Il III _fi -� 1 ,b < 1C -t i I t t, 1 1 1 Vt✓ W U) i V VIII 15 0 , 1.2 0 , v� z • PROPOSED TxDOT r' oQLEASE LINE(i � • ., � �C �V`• rn II (� .��P� "+ W $.�, 59s.30'TxDOT R.O.W. . 0 S77°52'2 Q� .�,OF _I Av, I.�O, `". SCREENING (TYP.) }- q HS GENERAL LANDSCAPE NOTES AND SPECIFICATIONS �P -' �„� v 1. PLANT MATERIAL SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK.' 'L 2. CONTRACTOR SHALL STAKE OUT TREE LOCATIONS AND BED CONFIGURATION FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLA11ON AS SHOWN ON THESE PLANS. 4. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE, THE DRAWINGS SHALL PREVAIL. 5. LOCATE ALL UTILITIES PRIOR TO DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY HIS/HER WORK. 6. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE PROJECT LANDSCAPE ARCHITECT OR THE OWNER. 7. PLANT BED PREPARATION PROCEDURE SHALL BE TO ADD 3" OF .COMPOST AND 20. POUNDS OF ORGANIC FERTILIZER (GREENSENCE, SYSTANE OR EQUAL) PER 1,000 SQUARE FEET (OF BED) TO EN11RE BED. BED SHOULD BE TILLED TO A MINIMUM DEPTH OF 6"-8".. 8. EXISTING SOIL SHALL BE REASONABLY FREE OF STONES LUMPS OF CLAY ROOTS AND OTHER FOREIGN > MATTER. ACIDITY TO BE BETWEEN50 AND 7.0 PH. ti 9. IF ROCKS ARE ENCOUNTERED, REMOVE TO A DEPTH OF 4" AND ADD 4" OF FRIABLE FERTILE TOP SOIL TO ALL SODDED AREAS. GRADE ACCORDING n TO ENGINEER'S GRADING PLAN. ,LMLM 10. LAWN AREAS SHALL HAVE 4" MINIMUM FRIABLE TOPSOIL AND BE TREATED WITH FERTILIZER APPLIED AT A RATE OF 20 POUNDS PER 1,000 SQUARE FEET. 11. ALL PLANT BEDS SHALL BE TOP DRESSED WITH A MINIMUM OF 2" OF SHREDDED HARDWOOD MULCH. 12. PROVIDE STEEL EDGE BETWEEN ALL PLANT BEDS AND LAWN AREAS UNLESS INDICATED DIFFERENTLY ON PLANS. 13. ALL DISTURBED AREAS NOT INDICATED AS PLANTING BEDS SHALL BE SEEDED BY CONTRACTOR TO PROVIDE AN ESTABLISHED TURF AREA. 14. TREE PLANTING PITS SHALL BE BACKFILLED WITH TOP SOIL, AND CLEARED OF ALL ROCKS, LUMPS OF CLAY AND OTHER FOREIGN MATERIAL. PLACE 1" OF COMPOST AND 3" OF MULCH ON TOP OF ROOT BALL 15. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE FOR SUGGES11ON ONLY. THE LANDSCAPE ARCHITECT SHALL USE WHATEVER METHOD HE/SHE DEEMS FIT, HOWEVER, HE/SHE WILL BE HELD LIABLE FOR ANY DAMAGE CAUSED TO THE TREE DUE TO IMPROPER STAKING METHODS LANDSCAPE NOTES: �•�j (INCLUDING ABSENCE OF STAKING), .AND WILL BE RESPONSIBLE FOR ADJUSTING AND/OR REPLANTING TREES WHICH ARE NOT HELD UPRIGHT DURING THE WARRANTY PERIOD. 1. A FULLY AUTOMATED UNDERGROUND IRRI ATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR %0 16. TREES SHALL BE PLANTED AT LEAST 4 FEET FROM ANY RIGHT-OF-WAY, CURB, WALK, OR FIRE -HYDRANT, AND OUTSIDE ALL UTILITY EASEMENTS. IN THE STATE OF TEXAS AND SHALL BE OPERATING PRIOR TO ANY PLANT MATERIAL BEING INSTALLED. 17. TREES SHALL BE PLANTED AT LEAST 8 FEET FROM ANY PUBLIC UTILITY LINE. I 18. TREES OVERHANGING WALKS AND PARKING AREAS SHALL HAVE A CLEAR TRUNK HEIGHT OF 7 FEET FROM FINISHED SURFACE GRADE. 2. 100% COVERAGE OF GROCJNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), ORA � 19. TREES PLANTED ON SLOPES SHALL BE PLACED IN PLANTING PITS OF ADEQUATE DEPTH SUCH THAT THE SOIL STAIN AT THE LBASE OF THE TRUNK PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT MATCHES THAT OF THE AVERAGE GRADE OR SLOPE. SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 20. DURING THE WARRANTY PERIOD, THE OWNER, TENANT, AND/OR THEIR AGENT (IF ANY) SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF II ALL LANDSCAPING. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL 3. THE IRRIGATION SYSTEM MUST BE PROTEgTIED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED INCLUDE - BUT NOT BE LIMITED TO- MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO THE PRESSURE PRINCIPLE BACK FLOW DEVICE, O A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR CITY ORDINANCE 2394. �' THE SEASON OF YEAR. PLANT MATERIAL THAT IS DAMAGED, DESTROYED, REMOVED, OR SHOWING MORE THAN 40% DEFOLIATION, SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR SIZE AND VARIETY WITHIN THIRTY (30) DAYS. 4. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 21. CONTRACTOR SHALL WARRANTY PLANT MATERIALS TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER THE FINAL ACCEPTANCE. 2394. ') i WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS FO PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM, OR NEGLIGENCE ON THE SHEET NUMBER PART OF THE OWNER. 22. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS. �� { 23. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED TO MAINTAIN ALL LANDSCAPE AREAS. OVER SPRAY ON STREETS AND WALKS IS PROHIBITED. I� t q HS w m J J z 21 t z w D U O 0 U z O W U z w o: m w EL 0 m CL 0 z LL 0 W m W O2"x2"x24" WOOD STAKE, 3 PER TREE, SPACED EQUALLY, MATERIAL PER SPECIFICATIONS. DGALVANIZED GUY WIRE, ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE ORUBBER CHAFING GUARD D4 WARNING FLAGS JROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. O1" COMPOST & 3" RED CYPRESS MULCH PER SPECIFICATIONS OPLANTING PIT EXCAVATED TWO TO THREE TIMES WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE "BACKFILL. 88 BACKFILL PIT WITH NATIVE SOIL D9 UNDISTURBED EARTH D STEEL EDGING CRITICAL ROOT ZONE AREA SECTION MULTI—TRUNK TREE PLANTING O2%2%8' STEEL FENCE "T" POST, 3 PER TREE, SPACED EQUALLY, MATERIAL PER SPECIFICATIONS. 20 GALVANIZED GUY WIRE, ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE ORUBBER CHAFING GUARD 01" COMPOST & 3" RED CYPRESS MULCH PER SPECIFICATIONS OR00TBALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL D6 PLANTING PIT EXCAVATED TWO TO THREE TIMES WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL 6' MIN. 2' % MIN. \ E TREE PROTECTION DETAIL ODIFFERENT PLANTING TREATMENTS. O6" STEEL EDGING OAMENDED BED SDIL. 6" MINIMUM DEPTH - REF: NOTES FOR MIX. & DEPTH. ONATIVE SOIL maim ii m w F- 0 V w i W ■ice+ F— co N C go0) c-4 LL O U J I = p'^ a�� N C7 Ov' EXISTING TREE(S) TO REMAIN. D5 4' MIN. HEIGHT ORANGE PLASTIC �, �2 , R FENCING INSTALLED PER MANE. Q� GC w ODRIPLINE OF EXISTING TREE. (TYP) RECOMMENDATIONS (TYP). LL z SUPPLEMENT W/ SILT FENCE o z FABRIC @ PRUNING TRENCH AS O CONTINUOUS NYLON TIE STRING •� > "2 w TIED TO STAKE TOPS W/ 2' REQ'D. (� o o w TUNDRA WEIGHT ORANGE r� w STREAMERS @ 3' O.C. ¢ N �- O EXISTING GRADE TO BE rnCO DISTURBED. " C7 04 8' METAL T -STAKES: 8' O.C. I Lzu w W MIN., DRIVEN 2' INTO GROUND AT D7 ROOT PRUNING TRENCH 12" U OUTSIDE FENCE - SEE NOTES. (OR OUTSIDE) TREE DRIPLINE n X CL w D EXISTING GRADE TO REMAIN. F- 0 ti NOTES: N PERFORM ROOT PRUNING ON ALCEXISTING TREES TO REMAIN WHERE CONSTRUCTION ACTIVITY FALLS WITHIN DRIP LINE OF EXISTING TREES. 2. ROOT PRUNING METHOD: 2 MONTHS MIN. PRIOR TO EXCAVATION & CONSTRUCTION ACTIVITIES, HAND 'CUT ROOTS BY DIGGING A 18"-24" DEEP x 8" WIDE TRENCH ALONG 'THE OUTSIDE PERIMETER OF EXISTING TREE(S) ADJACENT TO CONSTRUCIIION AREAS. MAXIMIZE PRUNING TRENCH DISTANCE FROM TRUNK0 THE FULLEST EXTENT POSSIBLE, W/?,LC4�U1'n h1G3f THE ROOT PRUNING LINE PLACED @ THE EDGE OF CONSTRUCTION LIMITS. FOR REVIEW PNLY Not forconsWcflonpu I sesorpermlts. ❑�❑ IGm� andlN�ssodates, Inc. 1, R Ln JOHN A. FIELDER N.T.S. LA No, 2344 Dated MAY 2012 _ U) z O w w 0 z w O w z Lu J C9 U x o OD — =1�I( III— _ 6 � Lu 0 ¢ a a D D BACKFILL PIT WITH a K W LL U W Lu NATIVE SOIL F- w :Ill16111 EARTH I=iI — - LLz ,_iUNDISTURBED o O z W � w z L N ¢ W w w W u- 0 U u7 W N N z w w w Y U u- z F- �" ¢ ¢ z ¢ x w w m ¢ Z do 'w A = to O U c w 2 RED CYPRESS MULCH LAYER. m (n w U U O1 REF: SPECS. W z O 3" HIGH EARTH SAUCER w O �1 za I rn . F w uw.�o� �3 N 0 U w 0 N = ;5 v J n F LIJ ; 2 IN % W �A� W 00 �— TO THREE TIMES WIDTH OF z w A�� U Cw7w Zvi 00 03.1 aA w F O2"x2"x24" WOOD STAKE, 3 PER TREE, SPACED EQUALLY, MATERIAL PER SPECIFICATIONS. DGALVANIZED GUY WIRE, ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE ORUBBER CHAFING GUARD D4 WARNING FLAGS JROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. O1" COMPOST & 3" RED CYPRESS MULCH PER SPECIFICATIONS OPLANTING PIT EXCAVATED TWO TO THREE TIMES WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE "BACKFILL. 88 BACKFILL PIT WITH NATIVE SOIL D9 UNDISTURBED EARTH D STEEL EDGING CRITICAL ROOT ZONE AREA SECTION MULTI—TRUNK TREE PLANTING O2%2%8' STEEL FENCE "T" POST, 3 PER TREE, SPACED EQUALLY, MATERIAL PER SPECIFICATIONS. 20 GALVANIZED GUY WIRE, ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE ORUBBER CHAFING GUARD 01" COMPOST & 3" RED CYPRESS MULCH PER SPECIFICATIONS OR00TBALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL D6 PLANTING PIT EXCAVATED TWO TO THREE TIMES WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL 6' MIN. 2' % MIN. \ E TREE PROTECTION DETAIL ODIFFERENT PLANTING TREATMENTS. O6" STEEL EDGING OAMENDED BED SDIL. 6" MINIMUM DEPTH - REF: NOTES FOR MIX. & DEPTH. ONATIVE SOIL maim ii m w F- 0 V w i W ■ice+ F— co N C go0) c-4 LL O U J I = p'^ a�� N C7 Ov' EXISTING TREE(S) TO REMAIN. D5 4' MIN. HEIGHT ORANGE PLASTIC �, �2 , R FENCING INSTALLED PER MANE. Q� GC w ODRIPLINE OF EXISTING TREE. (TYP) RECOMMENDATIONS (TYP). LL z SUPPLEMENT W/ SILT FENCE o z FABRIC @ PRUNING TRENCH AS O CONTINUOUS NYLON TIE STRING •� > "2 w TIED TO STAKE TOPS W/ 2' REQ'D. (� o o w TUNDRA WEIGHT ORANGE r� w STREAMERS @ 3' O.C. ¢ N �- O EXISTING GRADE TO BE rnCO DISTURBED. " C7 04 8' METAL T -STAKES: 8' O.C. I Lzu w W MIN., DRIVEN 2' INTO GROUND AT D7 ROOT PRUNING TRENCH 12" U OUTSIDE FENCE - SEE NOTES. (OR OUTSIDE) TREE DRIPLINE n X CL w D EXISTING GRADE TO REMAIN. F- 0 ti NOTES: N PERFORM ROOT PRUNING ON ALCEXISTING TREES TO REMAIN WHERE CONSTRUCTION ACTIVITY FALLS WITHIN DRIP LINE OF EXISTING TREES. 2. ROOT PRUNING METHOD: 2 MONTHS MIN. PRIOR TO EXCAVATION & CONSTRUCTION ACTIVITIES, HAND 'CUT ROOTS BY DIGGING A 18"-24" DEEP x 8" WIDE TRENCH ALONG 'THE OUTSIDE PERIMETER OF EXISTING TREE(S) ADJACENT TO CONSTRUCIIION AREAS. MAXIMIZE PRUNING TRENCH DISTANCE FROM TRUNK0 THE FULLEST EXTENT POSSIBLE, W/?,LC4�U1'n h1G3f THE ROOT PRUNING LINE PLACED @ THE EDGE OF CONSTRUCTION LIMITS. FOR REVIEW PNLY Not forconsWcflonpu I sesorpermlts. ❑�❑ IGm� andlN�ssodates, Inc. 1, R Ln JOHN A. FIELDER N.T.S. LA No, 2344 Dated MAY 2012 _ U) z O w w 0 z COLLAR AT PROPOSED FINISHED 5 GRADE. PLACE ROOTBALL ON C9 SOLID SOIL AND NOT LOOSE 2 BACKFILL. OD — =1�I( III— _ 6 � D BACKFILL PIT WITH O NATIVE SOIL :Ill16111 EARTH I=iI — - ,_iUNDISTURBED z SECTION F— O N ¢ W m U u7 W N N — o w N Z �jj J (7 w Y U u- O er CC m F- �" ¢ ¢ ¢ U) ¢ W I do 02 to O U COLLAR AT PROPOSED FINISHED 5 GRADE. PLACE ROOTBALL ON W SOLID SOIL AND NOT LOOSE 2 BACKFILL. OD — =1�I( III— _ 6 � D BACKFILL PIT WITH NATIVE SOIL :Ill16111 EARTH I=iI — - ,_iUNDISTURBED CD SECTION W TREE PLANTING _ --- O U N.T.S. u- , 0 0 2 RED CYPRESS MULCH LAYER. L U U O1 REF: SPECS. O 3" HIGH EARTH SAUCER I O„SHOVEL EDGE" (TYP.) WHERE BEDS MEET LAWN. REF: E/ THIS rn 1 SHEET. v J OPLANTING PIT: EXCAVATE TO TWO �— TO THREE TIMES WIDTH OF ROOTBALL, W/ PIT DEPTH AS 2 NEEDED TO SET ROOTBALL @ PROPOSED, FINISHED GRADE. ��. PLACE ROOTBALL ON SOLID SOIL 3 AND NOT LOOSE BACKFILL. ' t SCARIFY SIDES OF PIT. PROVIDE W CONTINUOUS PIT FOR MASSED Q 4 BED PLANTINGS. I I =1 11= 5 I�III IIIII_ f ��%��_ III -111=1D ROOT BALL: REMOVE FROM n 6 CONTAINER. GENTLY SCARIFY li III -1 (� I=1 11=1 11=1 I=1(1-11(=11 I GIRDERED ROOTS AS NEEDED. ( III— -I-I I -I ((=1 I I---III--I � � I -I 1 =1I(-1III � —II( -1I 1 �( I-1II—III=1II—II —_ - 7 REMOVE ALL TAGS &TWINE. t ' _i I I -III- . OPIT BACKFILL W/ PREPARED SOIL ' BED MIX PER NOTES AND/OR rn SPECS. PROVIDE CONTINUOUS v SOIL BED MIX IN MASS. t PLANTINGS. OUNDISTURBED EARTH ;. SHRUB PLANTING ■ U TAG 0 z w O C6 POINT VALUE a w LL x 4 w ULMUS CRASSIFOLIA cn STREETSCAPE TREE � (503 POINTS) O Lt a m U W TOTAL POINTS: 5 034 503 - Q 600 a TD 22 0 TAXODIUM DISTICHUM BALD CYPRESS STREETSCAPE TREE Q 3300 O Q < w It D 0 w 3,900 x RI 64 w RAPHIOLEPSIS INDICA INDIAN HAWTHORN SHRUB 36" HT. MIN, 10 640 O - Y O LAWN*SOLID 3,180 SY SOD CYNOD(�N DACTLYON COMMON BERMUDA a (L N/A m JOINTS U J SHRUB SUBTOTAL 640 H u. 4540 w O x W a w X m a x w d Z W w U zz w O w a w zD� Q w W_ z O x Y } m Z 0 - Q z0 Q - QO O F z w M iY 'S F O x z - w U 0 _ W z TAG 0 SIZE w O TYPE POINT VALUE a w LL x 4 w ULMUS CRASSIFOLIA cn STREETSCAPE TREE � (503 POINTS) W Lt a I U W TOTAL POINTS: 5 034 503 - Q 600 • TD 22 2.5" CAL. TAXODIUM DISTICHUM BALD CYPRESS STREETSCAPE TREE Q 3300 O Q < w m D w 3,900 w RI w TAG QTY. SIZE SCIENTIFIC NAME O TYPE POINT VALUE a w LL x 4 a ULMUS CRASSIFOLIA cn STREETSCAPE TREE 150 (503 POINTS) ~ I 50% OF TOTAL REQUIRED POINTS 2,266 POINTS SHALL BE PROVIDED BY CANOPY I U W a � ro U x > w w w >aC `f) LL 0 z w w 0 m a z zd w a Z 3 w K F w Z E w a cn x 0 En W v z F. Q o to k cV A F" wMH v NC7 o �g L) p Oo W m . 05� a O W r� .�..jj1N x kx6o w ag; 0 Z w A U G Z� 0 EXISTING PHASE 1A PARKING SPACE J PROPOSED TxDOT -- . --_._ -- SCREENING (TYP.) LEASE LINE TOTAL LANDSCAPE POINT CALCULATION SYMBOL TAG QTY. SIZE SCIENTIFIC NAME O TYPE POINT VALUE POINT LL UC 4 2.5" CAL. ULMUS CRASSIFOLIA CEDAR ELM STREETSCAPE TREE 150 (503 POINTS) Z z PROVIDED 50% OF TOTAL REQUIRED POINTS 2,266 POINTS SHALL BE PROVIDED BY CANOPY 3,900 POINTS TREES. (4,531*.50) = 2,266) W TOTAL POINTS: 5 034 503 - Q 600 • TD 22 2.5" CAL. TAXODIUM DISTICHUM BALD CYPRESS STREETSCAPE TREE 150 3300 c`tD o Q < cVi� .,. 0-0 ! CANOPY TREE SUBTOTAL 3,900 w RI 64 ; RAPHIOLEPSIS INDICA INDIAN HAWTHORN SHRUB 36" HT. MIN, 10 640 O - FULL El LAWN*SOLID 3,180 SY SOD CYNOD(�N DACTLYON COMMON BERMUDA a (L N/A JOINTS U SHRUB SUBTOTAL 640 x u. 4540 w U W a X w F W zz O w w z z w z a � ro U x > w w w >aC `f) LL 0 z w w 0 m a z zd w a Z 3 w K F w Z E w a cn x 0 En W v z F. Q o to k cV A F" wMH v NC7 o �g L) p Oo W m . 05� a O W r� .�..jj1N x kx6o w ag; 0 Z w A U G Z� 0 EXISTING PHASE 1A PARKING SPACE J PROPOSED TxDOT -- . --_._ -- SCREENING (TYP.) LEASE LINE TOTAL LANDSCAPE POINT CALCULATION SYMBOL TAG QTY. SIZE SCIENTIFIC NAME COMMON NAME TYPE POINT VALUE POINT 3,768 POINTS UC 4 2.5" CAL. ULMUS CRASSIFOLIA CEDAR ELM STREETSCAPE TREE 150 (503 POINTS) CANOPY TREE POINTS: REQUIRED PROVIDED 50% OF TOTAL REQUIRED POINTS 2,266 POINTS SHALL BE PROVIDED BY CANOPY 3,900 POINTS TREES. (4,531*.50) = 2,266) z U'Ljj,N TOTAL POINTS: 5 034 503 - Q 600 • TD 22 2.5" CAL. TAXODIUM DISTICHUM BALD CYPRESS STREETSCAPE TREE 150 3300 c`tD o Q < cVi� .,. 0-0 ! CANOPY TREE SUBTOTAL 3,900 O RI 64 Mini RAPHIOLEPSIS INDICA INDIAN HAWTHORN SHRUB 36" HT. MIN, 10 640 FULL El LAWN*SOLID 3,180 SY SOD CYNOD(�N DACTLYON COMMON BERMUDA SOLID SOD, SAND FILLED N/A N/A JOINTS SHRUB SUBTOTAL 640 *GROUTED RIVER ROCK CAN BE INSTALLED IN LIEU OF SOD. SEE DETAIL F ON SHEET L-02. TOTAL POINTS 4540 LANDSCAPE REQUIREMENTS STREETSCAPE REQUIREMENTS: ONE CANOPY TREE FOR EVERY 25 LF OF FRONTAGE SHALL BE INSTALLED: TOTAL STREET FRONTAGE: 628 LF REQUIRED PROVIDED TOTAL TREES: 26 26 f POINTS PER PROJECT AREA: TOTAL DEVELOPED SITE AREA: 42,184 SF MINIMUM LANDSCAPE POINTS REQUIRED 30 POIN ( TS/ 1,000 SF OF SITE AREA): 1,266 POINTS THREE HUNDRED ADDITIONAL LANDSCAPE POINTS SHALL BE REQUIRED FOR EVERY 50 V LF OF FRONTAGE ON A RIGHT-OF-WAY: Oil (628 / 50)(300) = 3,768 POINTS A 10% POINT CREDIT WILL BE AWARDED o FOR LANDSCAPE PLANS THAT ARE PREPARED BY A LANDSCAPE ARCHITECT (n REGISTERED IN TEXAS: (5,034 -.10) _ (503 POINTS) CANOPY TREE POINTS: REQUIRED PROVIDED 50% OF TOTAL REQUIRED POINTS 2,266 POINTS SHALL BE PROVIDED BY CANOPY 3,900 POINTS TREES. (4,531*.50) = 2,266) z U'Ljj,N TOTAL POINTS: 5 034 503 - Q 4,531 POINTS 4,540 POINTS I EXISTING TREES REMOVED: 2 BALD CYPRESS * NOTE: THESE TREES HAVE BEEN ADDED IN THE TxDOT LEASE AREA AND DO NOT CONTRIBUTE TOWARD THE LANDSCAPING POINTS. CITY OF' COLLEGE STA VICINITY MAP. NOT TO SCALE q. -no U Z O LU w am 8 ~ N JLL -IMS N LL 00 LL,W ti Z w Z vJ Z � M W 0 W r N I- LC W W W UZw O Q 0- X d W CD ~ 0 N r u. . _.. ` R.LA JOHN A. FIELDER . - '' _ LA. No 2344 Dote Iw1ARCH 2013 I Al PHASE 1 B �r a V Oil w � O o (n t "i M .. z U'Ljj,N Q �► = - ► c, 04 O 6i--- c`tD o Q < cVi� .,. 0-0 ! T IJN�\4 " , CAU TION! ! V "V, l EXIS77NG UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY 1,1 A DISCREPANCIES ON THE PLANS. muz� mrij:aj CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) xDOT R.O.W. bUKLLNINU (FYP.) GENERAL LANDSCAPE NOTES AND SPECIFICATIONS 1. PLANT MATERIAL SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK.' 2. CONTRACTOR SHALL STAKE OUT TREE LOCATIONS AND BED CONFIGURATION FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE PLANS. 4. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE, THE DRAWINGS SHALL PREVAIL. 5. LOCATE ALL UTILITIES PRIOR TO DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY HIS/HER WORK. 6. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE PROJECT LANDSCAPE ARCHITECT OR THE OWNER. 7. PLANT BED PREPARATION PROCEDURE SHALL BE TO ADD 3" OF COMPOST AND 20 POUNDS OF ORGANIC FERTILIZER (GREENSENCE, SYSTANE OR EQUAL) PER 1,000 SQUARE FEET (OF BED) TO ENTIRE BED. BED SHOULD BE TILLED TO A MINIMUM DEPTH OF 6"-8". 8. EXISTING SOIL SHALL BE REASONABLY FREE OF STONES, LUMPS OF CLAY, ROOTS AND OTHER FOREIGN MATTER. ACIDITY TO BE BETWEEN 5.0 AND 7.0 PH. 9. IF ROCKS ARE ENCOUNTERED, REMOVE TO A DEPTH OF 4" AND ADD 4" OF FRIABLE FERTILE TOP SOIL TO ALL SODDED AREAS. GRADE ACCORDING TO ENGINEER'S GRADING PLAN. 10. LAWN AREAS SHALL HAVE 4" MINIMUM FRIABLE TOPSOIL AND BE TREATED WITH FERTILIZER APPLIED AT A RATE OF 20 POUNDS PER 1,000 SQUARE FEET. 11. ALL PLANT BEDS SHALL BE TOP DRESSED WITH A MINIMUM OF 2" OF SHREDDED HARDWOOD MULCH. 12. PROVIDE STEEL EDGE BETWEEN ALL PLANT BEDS AND LAWN AREAS UNLESS INDICATED DIFFERENTLY ON PLANS. 13. ALL DISTURBED AREAS NOT INDICATED AS PLANTING BEDS SHALL BE SEEDED BY CONTRACTOR TO PROVIDE AN ESTABLISHED TURF AREA. 14. TREE PLANTING PITS SHALL BE BACKFILLED WITH TOP SOIL, AND CLEARED OF ALL ROCKS, LUMPS OF CLAY AND OTHER FOREIGN MATERIAL. PLACE 1" OF COMPOST AND 3" OF MULCH ON TOP OF ROOT BALL. 15. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE FOR SUGGES11ON ONLY. THE LANDSCAPE ARCHITECT SHALL USE WHATEVER METHOD HE/SHE DEEMS FIT, HOWEVER, HE/SHE WILL BE HELD LIABLE FOR ANY DAMAGE CAUSED TO THE TREE DUE TO IMPROPER STAKING METHODS (INCLUDING ABSENCE OF STAKING), AND WILL BE RESPONSIBLE FOR ADJUSTING AND/OR REPLANTING TREES WHICH ARE NOT HELD UPRIGHT DURING THE WARRANTY PERIOD. 16. TREES SHALL BE PLANTED AT LEAST 4 FEET FROM ANY RIGHT-OF-WAY, CURB, WALK, OR FIRE -HYDRANT, AND OUTSIDE ALL U11LITY EASEMENTS. 17. TREES SHALL BE PLANTED AT LEAST 8 FEET FROM ANY PUBLIC UTILITY LINE. 18. TREES 19. TREES PLANTED GONGSL/ALKS AND KIAREASNG OPES SHALL BEP ACED IN PLANTING PETS OFEADEQUATE DEPTH SUCH THAT THE SOIL FINISHED STA N SURFACE A T THE BASE OF THE TRUNK MATCHES THAT OF THE AVERAGE GRADE OR SLOPE. 20. DURING THE WARRANTY PERIOD, THE OWNER, TENANT, AND/OR THEIR AGENT (IF ANY) SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL INCLUDE - BUT NOT BE LIMITED TO- MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF YEAR. PLANT MATERIAL THAT IS DAMAGED, DESTROYED, REMOVED, OR SHOWING MORE THAN 40% DEFOLIATION, SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR SIZE AND VARIETY WITHIN THIRTY (30) DAYS. 21. CONTRACTOR SHALL WARRANTY PLANT MATERIALS TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER THE FINAL ACCEPTANCE. WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS FO PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM, OR NEGLIGENCE ON THE PART OF THE OWNER. 22.. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS. 23. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED TO MAINTAIN ALL LANDSCAPE AREAS. OVER SPRAY ON STREETS AND WALKS IS PROHIBITED. ��,NN P R\G" LANDSCAPE NOTES: 1. A FULLY AUTOMATED UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR IN THE STATE OF TEXAS AND SHALL BE OPERATING PRIOR TO ANY PLANT MATERIAL BEING INSTALLED. 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 3. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DiOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 4. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. SHEET NUMB L-01 a V Oil w � ® o SHEET NUMB L-01 �� w d n. U K w X w w w �a k c. m U k w w .� w k x w ^� 3 �� A x o � � x �' A x U x o W w �a gaF %��wN ,[.7J] � F N V� �T� Q G � o A O x tV �w`n`� �5� a o v� � ��cV x 6 a � WagN �3x� Z W U O O d z W co i!! Q U 0 N Q Z0 Q z it 0 z S2 r m z 0 Q a a Q z a n� 0 s Q z a F 0 E z LLI2 D U O O co iE a W 0 tu iy Ir W 0 a n z EL 0 W D W ac 0 W a a W a m E I x 0 0 fitz W J U L� 0 IL a LL U LL W co coW x 0 z 0 0 W O z z U a W W tL 0 z W m tr z z Q z w W x D � W �tu W a a U N Uz a 00 a 0 C.) M3 0 ��g a ir �z ir z W U 14rr� vi O PLANS SUBMITTAL/REVIEW LOG 1ST CITY SUBMITTAL, 05/07/2012 -NOT FOR CONSTRUCTION PRICING SUBMITTAL 01/30/2013 -NOT FOR CONSTRUCTION TXDOT SUBMITTAL 03/26/2013 CITY SUBMITTAL 04/11/2013 OWNER TEXAS DEPARTMENT OF 7RANSPORTA TION 1300 NORTH TEXAS A VENUE BRYAN, TEXAS 77803 CONTACT BOB APPLETON TEL:' (979) 778--9600 BOB.APPLETON07XDOT. GOV DEVELOPER CVCS, LLC 4520 N. GRAND RIVER AVENUE LANSING, MICHIGAN 48906 CONTACT.- KEVIN McGRAW TEL: (517) 703--2132. FAX (517) 703--2152 EMAIL: KMCGRA WOCADDISDEV. CDM DEVELOPER CAMPUS VILLAGE COMMUN177ES 919 W. UNIVERSITY DRIVE, SUI 7E 700 ROCHES7E'R, MICHIGAN 48307 CONTACT: RAY BEHLING TEL: (248).609-0406 FAX. (248) 609-0425 EMAIL: BEHLING.RAY@CAMPUSWLLAGE.COM ENGINEER mmby4imn and Amdftl Inc. 12700 PARK CENTRAL . DRIVE SUITE 1800 DALLAS, 7EXAS 75251 7FL: (972) 770-1300 FAX. (972) 239-3820 CONTACT: KEVIN GASKEY, P.E. EMAIL: KEVIN. GASKEYOKIMLEY—HORN. COM STOP! CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) CIVIL CONSTRUCTION PLAN S FOR COLLEGE STATION, TEXAS (TEXAS A & M UNIVERSITY VICINITY MAP N.T.S. APRIL 20,13 SHEET LIST TABLE I SHEET NUMBER _ SHEET T ITLE C-01 COVER SHEET C-02 GENERAL NOTES C-03 SITE PLAN C-04 DIMENSION CONTROL AND PAVING PLAN C-05 GRADING AND DRAINAGE PLAN C-00 EROSION'' CONTROL PLAN L-01 LANDSCAPE PLAN L 02'w LANDSCAPE DETAILS 01i ,SARAH T: iNtl.LfAMSOtV 1 obs"s2 i t f 0 z a w 0 x 0 s 0 w U z U 0 a z 0 m z 0 a zd z 0 0 ti w a 0 4 co x r - z 0 U Uj a a a 2 9 0 w D ILIa ul Ixa cu Ix a w U T' a 0 W U z Q LU U) 0 a It M a U LL w 0. w iE a 0 J 0 w 0 z ul Z. S' U 'a (1, EL 0 z EU m co z z Q z w a z tit I.- w w a IL Uca U z 0 w w 0 z o a I 3 m (w, U 0 �g U w NF T Ly ;{m. a z W M U GENERAL NOTES: 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF COLLEGE STATION DEPARTMENT OF PUBLIC WORKS "STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS", LATEST EDITION. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OFF-SITE OF ANY EXISTING PAVING AND STRUCTURES REMOVED. 4. THE CONTRACTOR WILL CONTACT PUBLIC UTILITY COMPANIES TO FIELD VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER AND CONSTRUCTION MANGER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SURVEYING. 7. WATER AND.SEWER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION'S STANDARDS AND SPECIFICATIONS. 8. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING STRUCTURES, UTILITIES AND SERVICES PRIOR TO EXCAVATION AND CONSTRUCTION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES FOR THE RELOCATION OF ANY EXISTING UTILITIES.- 11. TILITIES:11. CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. 12. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND REVIEW ALL FIELD CONDITIONS, INCLUDING EXISTING. GRADES AND UTILITY FLOW LINES, AND SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH CONSTRUCTION. 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO COST TO THE OWNER AND/OR ENGINEER. 14. ALL EXISTING SHRUBS, TREES, PLANTING AND OTHER VEGETATION THAT IS DISTURBED OUTSIDE OF PROPERTY OR LIMITS OF DISTURBANCE SHALL BE REPLACED WITH EQUIVALENT MATERIAL BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, 15. THE CONTRACTOR SHALL CONSTRUCT SILT SCREENS OR OTHER APPROVED DEVICES PRIOR TO CONSTRUCTION TO PREVENT ADVERSE OFFSITE IMPACT OF STORM WATER QUALITY, AS REQUIRED BY THE CITY OF COLLEGE STATION. CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. THE EROSION CONTROL DEVICES SHOULD REMAIN IN PLACE, WHERE PRACTICAL, UPON COMPLETION OF CONSTRUCTION. 16. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS OFFSITE FROM THE EXISTING ROADWAYS AND PROJECT SITE THAT ARE A RESULT OF THE PROPOSED CONSTRUCTION.AS REQUESTED BY THE CITY OF COLLEGE STATION. AS A MINIMUM, THIS TASK SHOULD OCCUR ONCE A WEEK. 17. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT AND PROFESSIONAL MANNER. WHEN FIELD CONDITIONS INDICATE ANY VARIANCE FROM DETAILED METHODS, THE CONTRACTOR SHALL PROVIDE COMPREHENSIVE AND DETAILED DRAWINGS (FOR APPROVAL) OF METHODS PROPOSED. 18. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 19. CONTRACTOR SHALL CONSTRUCT ALL WATER SERVICE CONNECTIONS, 20. CONTRACTOR SHALL CONTACT THE CITY ENGINEERING DEPARTMENT'S INSPECTOR ASSIGNED TO THIS PROJECT AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. 21. ALL PRIVATE LANDSCAPE AREA DRAINS SHALL BE ADS OR APPROVED EQUAL. SEE LANDSCAPE ARCHITECTURE PLANS BY OTHERS FOR LOCATIONS. 22. CONTRACTOR IS TO CONSTRUCT A STABILIZED CONSTRUCTION EXIT AT ALL PRIMARY POINTS OF ACCESS. THIS STABILIZED EXIT IS TO BE MINIMUM OF 15' WIDE AND 50' LONG WITH A MINIMUM DEPTH OF 8 INCHES, 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A TRENCH SAFETY PLAN TO THE CITY OF COLLEGE STATION AT THE TIME OF THE PRE CONSTRUCTION MEETING, OR PRIOR TO BEGINNING CONSTRUCTION OF THESE IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, TEXAS STATE LAW, AND O.S.H.A. STANDARDS FOR ALL EXCAVATION IN EXCESS OF FIVE FEET IN DEPTH. NO OPEN TRENCHES WILL BE ALLOWED OVERNIGHT WITHOUT THE PRIOR SPECIFIC WRITTEN APPROVAL OF THE CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT. ONSITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 24. DURING CONSTRUCTION, ALL MATERIAL TESTING SHALL BE COORDINATED WITH THE CITY OF COLLEGE STATION'S CONSTRUCTION INSPECTOR. 25. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATION FOR COMPACTION REQUIREMENTS. BACKFILL SHALL CONFORM TO CITY STANDARD REQUIREMENTS. 26. CONTRACTOR TO REVIEW DESIGN INTENT OF THESE PLANS AND SUBMIT REQUESTS -FOR -INFORMATION IN A TIMELY MANNER PRIOR TO COMMENCING THAT WORK. 27. REFER TO M:E.P. AND IRRIGATION PLANS FOR SLEEVING REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES FOR SLEEVING REQUIREMENTS PRIOR TO ANY PAVING ACTIVITIES. PAVING AND STRIPING NOTES: 28. PAVING SECTIONS SHALL ADHERE TO THE RECOMMENDATIONS ENGINEER (REFER TO THE GEOTECH REPORT No. Al 10500 By ERRACON CONSULTANTS, INC. DATED FEBRUARY 16, 2010 AND AS AMENDED). 29. THE ASPHALTIC CONCRETE SURFACE COURSE SHOULD DE PLANT MIXED, HOT LAID TYPE D (FINE GRADED SURFACE COURSE) MEETING THE MASTER SPECIFICATIONS REQUIREMENTS IN TXDOT ITEM 340. 30, CONCRETE SHOULD BE DESIGNED TO EXHIBIT A FLEXURAL STRENGTH (3 POINT LOADING) OF AT LEAST 550 PSI AT 28 DAYS. AS AN OPTION, A 28 -DAY COMPRESSIVE STRENGTH REQUIREMENT OF 4,000 PSI MAY BE UTILIZED. 31. BASE MATERIALS SHOULD BE COMPOSED OF CRUSHED LIMESTONE MEETING THE REQUIREMENTS OF TXDOT ITEM 247, TYPE A, GRADE 1. 32. ALL SUB -GRADE SHOULD BE TREATED WITH LIME MEETING THE REQUIREMENTS OF TXDOT STANDARD SPECIFICATIONS ITEM 260. 33. TESTING OF MATERIALS. REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN AGENCY, APPROVED BY THE OWNER, FOR TESTING MATERIALS. PROCUREMENT OF THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE, BY THE STANDARD TESTING PROCEDURES, THAT THE WORK CONSTRUCTED MEETS THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. 34. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." 35. SIGN LOCATIONS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION. 36. CONTRACTOR TO INSTALL CONSTRUCTION JOINTS IN CONCRETE PAVEMENT AT ALL PCS AND AS CONVENIENT TO PHASING OF POURS, WITH EXPANSION JOINTS EVERY 150 FEET IN BOTH DIRECTIONS AND SAWED DUMMY JOINTS EVERY 15 FEET IN BOTH DIRECTIONS. 37. CONTRACTOR TO SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO THE BEGINNING OF ANY PAVING WORK. 38. ALL EXISTING PAVING SHOWN TO BE REMOVED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR OFF SITE. (IF ANY) 39. ALL DISCREPANCIES FOUND BY CONTRACTOR RELATED TO UNDERGROUND UTILITIES OR OTHER APPURTENANCES SHALL BE RESOLVED TO THE SATISFACTION OF OWNER AND ENGINEER PRIOR TO PLACEMENT OF ANY PAVING. 40. ALL CURBS SHALL BE FLUSHED AT HANDICAP RAMP LOCATIONS PER THESE PLANS AND PER LANDSCAPE ARCHITECT PLANS (BY OTHERS) GRADING NOTES: 41. ALL SPOT ELEVATIONS ARE PROPOSED TOP OF PAVEMENT, OR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 42. CONTRACTOR TO ENSURE POSITIVEIN j DRAINAGE THE PROPOSED BUILDINGS AND NO PONDING IN PAVED AREAS. NOTIFY OWNER AND =NGINEER IF ANY DISCREPANCIES ARE FOUND PRIOR TO INSTALLATION OF ANY PAVING. 43. THE CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES WHICH ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTI N. 44. ALL EXISTING CONCRETE PAVING, CHANNEL IMPROVEMENTS, SIDEWALK, STRUCTURES AND CURB DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY AND DISPOSED OF BY THE CONTRACTOR, OFFSITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER. 45. ALL CLEARING, GRADING, COMPACTION AND SUB DE PREPARATION SHALL BE t ACCORDANCE TO THE CITY OF COLLEGE STATION STANDARDS. N 46. GRADING CONTRACTOR TO COORDINATE WITH THE FRANCHISE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS.. 47. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES AND DETERMINE HIS BID ACCORDINGLY. _ 48. SEE LANDSCAPE PLANS FOR GRADING OUTSIDE QF PAVEMENT AREAS. SIDEWALKS SHALL FOLLOW SLOPE OF PROPOSED LANDSCAPE GRADES AND REMAIN ADA COMPLIANT. CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE IAND COMPLIANCE TO ADA SLOPE REQUIREMENTS ON ALL AREAS PRIOR TO ANY INSTALLATION OF PAVEMENT AND SIDEWALK. REFER TO TCEQ DESIG14 GUIDELINES (CHAYMR 290) FOR ALL UTILITY CROSSING1. 71 - STOP!. STOP! CALL BEFORE Y01 J DIG DIG TESS 1-800-DIG-TESS (at least 72 hours prior to digging) WARNING: CON'T'RA OR TO VERIFY PRESENCE EXACT LOCATION OF ALL U1 ILITIES PRIOR TO CONSTRUCTION. ,I GEOTECHNICAL REPORT JOB 90-7 1105006 rn TERRACON CONSULTANTS, INC. COLLEGE STATION, TEXAS Llj JULY 22, 2011 .�.� BENCHMARK TYPE 2 TxDOT MOND N 10200171.72 E 3556987.12 GPS 9 289.74 N Lu g CN M 0 o Q C? 0"71" CC Qi Q t�w-�w Wu z ate• z `t$ IoW Ir LU zw �z low Xz <t °' 0. µ 0 0 r I OF SARAH T. WIECRI SON 0 :. 108962 Jw ,f tv w i z 0 � w w Y 0 ° c,, c m zm I" o 40 `� w m 0 LUL! N C14 ztLt z Y 0� Qa 3 w r� i �.a 0<E rh 0 0 U SHEET NUMBER C-02 U uS U 0 z z 0 w Y.. 0 0 u rn Llj .�.� z O -- W ,,... U) W D 0 J O c� x "` IL O U SHEET NUMBER C-02 U uS U 0 z z 0 w Y.. 0 0 u U V) Ir 0 Y 0 0 F Lu m r z r- 0 t= U Q'', z 0 U Q w w it a D- OW a a M a u_ 0 w co M w Jr Lu Of a w a a w -> U w F c z 0 Ld u, LU z w U O O FAX NO. (972) 239-3820 w to a' tY a a U Lu a w 0 z c> 0 aIf w -> z w F c z 0 Ld u, LU w -> ir w c u- 0 z LU Z a w .� w x � o W z w w x G �- Z w 0 w vwi uul no No v� U a $ w U. N F :F�'^ 0 o akv` F z A L11 A � U C7zv' o C7 F• REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE #4 BARS @ 18" O.C.E.W. STRENGTH OF 3500 PSI AT 28 DAYS, 8" �MPACT IFY & COMPACT 8" IN CONFORMANCE WITH TXDOT ITEM 260. TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. LIGHT-DUTY CONCRETE PAVEMENT N.T.S. NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. P.T.'S AND P.C. S TYPE "8" CONTACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" 0 = #4 BARS aj 0= 3/4"X 1/4"R 28 -DAY CONCRETE STRENGTH = 40 00 psi 18" SMOOTH � p4„ EXPANSION DOWELS TYPICAL COMBINED CURB & GUTTER SECTION N.T.S. 6" 7" NOTES 1. 100% COVERAGE OF GROUNpCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. NO PERIMETER FENCING OR GATES ARE PROPOSED AT THE PERIMETER OF THE PROPERTY. FENCING WILL BE PROVIDED AROUND THE SUN DECK AREA. REF, LANDSCAPE PLANS FOR DETAILS. I 4, NO EXISTING PARKING SPACES ARE INCLUDED (N'I'NE PARKING PROVIDED TOTAL. 5. SIGNS ARE TO BE PERMITTED SEPARATELY. 6. THE SITE IS NOT LOCATED WITHIN THE FEMA 100 -YEAR FLOODPLAIN BASED ON FIRM NO. 48041C0182C. REF. LOMR CASE N0.08 -06-2506P, \\ _. =v AAI Ult/� /A AfT1 LEGEND i0 PARKING COUNT �3J EXIST. PARKING COUNT EXIST. FIRE LANE EXIST. FIRE HYDRANT EXIST. WATER VALVE -;� EXIST. AIR CONDITION UNIT EXIST. UNDERGROUND ELECTRIC QT EXIST. REVIEWED FOR CI. C APR 12 2013 caLLEUL 5-I`A11pa�/N DEDEVELOPMENTEl��NT SERVICES PLA ELECTRICAL TRANSFORMER INTERIOR PARKING ISLAND REQUIREMENTS -TxDOTLEASE TOTAL INTERIOR SPACES: 108 SPACES TOTAL INTERIOR ISLAND REQUIREMENT: 540 SF (45 / 15 * 180 = 576) TOTAL INTERIOR ISLANDS PROVIDED: 1,396 $F TOTAL END ISLAND REQUIREMENT: 1,080 SF (3 PARKING ROWS * 360= 1,080) (180 SF REQUIRED AT THE END OF EACH PARKING ROW) TOTAL END ISLANDS PROVIDED: 1,080 SF (OVER 180 SF PROVIDED AT THE END OF EACH PARKING ROW) SITE DATA SUMMARY TABLE GROSS ACREAGE 0.97 AC. EX. PARKING SPACES REMOVED 14 PARKING SPACES ADDED 108 NET PARKING TOTAL 94 CITY OFA COLLEGE STA APRIL 11, 2013 DEVELOPERS DEVELOPER CAMPUS VILLAGE COMMUNITIES CVCS, LLC 919 W. UNIVERSITY DRIVE, SUITE 700 4520 N. GRAND RIVER AVENUE ROCHESTER, MICHIGAN 4$307 LANSING, MICHIGAN 48906 CONTACT: RAY BEHtING CONTACT: KEVIN McGRAW TEL: (248) 609-0406 TEL: (517) 703.2132 FAX: (248)608-0425 FAX: (517) 703-2152 KMCGRAW@CADD#SDEV.COM OWNER APPLICANT/ENGINEER TEXAS DEPARTMENT OF TRANSPORTATION K#MLEY-HORN AND ASSOCIATES, INC. 1300 NORTH TEXAS AVENUE 12700 PARK CENTRAL DRIVE, SUITE 1800 BRYAN, TEXAS 778031 DALLAS, TEXAS 75251 CONTACT: BOB APPLETON CONTACT: KEVIN GASKEY> P.E. TEL: (979) 77&9600 ' TEL. NO. (972) 770-1300 BOB.APPLETON@TX 11 FAX IT \ -' \\ J VICINITY MAP F _ -•=:EX: so''...ir3::- \Z7" A t[QL. 99T?IPG"I6 ' '`y Jt� - '-` '~�� € \ r . / \ s:• c' j € / .. - ••'=-'-- fk -- f � �-- .-.-- { } - ; 1 \ NOT TO SCALE VOL, 9903/PG. 7 ""'_ ,•,-• -�.�.�. 'f _ `� "` j f\ \iT� ` - ice....-^'``•..� \ :1r , '�� ''i \ \ GRAPHIC SCALE IN FEET 1 _ �- '. 0 20 40 80 _ �" -a. J \ •`yy"''i E' ( ; % \. � ft. 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SILT -FENCE (MIN. HEIGHT 24" ABOVE EXIST. GROUND) COMPACTED EARTH OR ROCK BACKFILL L ma STEEL FENCE POST MAX. 6' SPACING, MIN. EMBEDMENT=1' WIRE MESH BACKING SUPPORT 4x4-W1.4xW1.4 MINIMUM ALLOWABLE, TYP. CHAIN LINK FENCE FABRIC IS ACCEPTABLE 6" MIN. l� TRENCH MIN• FABRIC TOE -IN SILT FENCE GENERAL NOTES: 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE. INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWN SLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE 3. SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WiRE, WHICH IN TURN IS ATTACHED. TO THE STEEL FENCE POST. THERE SHALL BE A 3 FOOT 4. OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 112" RAINFALL. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 5. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 6. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF O 5V MIN, U-3 cevcn FABRIC VI•CVJJ-Jtu I I u I N CONSTRUCTION ENTRANCE NOTES: I. STONE SIZE - 3 TO 51NCHES CRUSHED ROCK. 2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET. 3. THICKNESS - NOT LESS THAN 8 INCHES, 4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED TRAP OR SEDIMENT BASIN: ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DiTCH OR WATERCOURSE USING APPROVED METHODS. 6, MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS, THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY, MUST BE REMOVED IMMEDIATELY. NOTES 1. EROSION CONTROL DEVICES AS SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF COLLEGE STATION ENGINEERING DEPARTMENT. 3. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT OCCURS THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4. OFF-SITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH THE CITY OF COLLEGE STATION EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH GROUND COVER PRiOR TO FINAL APPROVAL . OF THE PROJECT. 5. THE CONTRACTOR SHALL STRIP AND STOCKPILE ALL TOPSOIL ONSITE IN THE AREA INDICATED BY THE OWNER PRiOR TO ANY FURTHER CONSTRUCTION. UPON COMPLETION OF FINAL GRADING, THE CONTRACTOR SHALL SPREAD THE TOPSOIL ON THE SITE TO THE GRADES INDICATED ON THE GRADING PLAN. 6. SILT FENCE SHALL REMAIN UNTIL FULL VEGETATIVE COVER IS ESTABLISHED. 7. SILT FENCE SHALL BE INSTALLED ALONG THE R.O.W.AND PROPERTY LINES, AS INDICATED IN THIS PLAN. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING PERMANENT VEGETATIVE COVER IN ACCORDANCE WITH PART IV. D. 2. a. (2) OF THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION SITES, DATED JULY 6,1998. 9, IN ORDER TO COMPLY WITH THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY AND ALL OTHER AGENCIES HAVING JURISDICTION, THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL EROSION OR POLLUTION DEVICES, AS REQUIRED, DURING CONSTRUCTION. 10. FiLING OF N.O.I. (PER EPA REQUIREMENTS) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE OWNER. LEGEND --695 EXISTING CONTOUR 695-•---- PROPOSED CONTOUR X `�""'""�• FB FILTER BARRIER (SILT FENCE) Q a p a Q 0 J OQ CE CONSTRUCTION ENTRANCE EROSION CONTROL SCHEDULE AND SEQUENCING TASK EROSION CONTROL MEASURES 1. ROUGH GRADING ALL PERIMETER SILT FENCE, ROCK CHECK DAMS & W �/'� cJ CONSTRUCTION ENTRANCEIEXIT SHALL BE ....i INSTALLED PRIOR TO THE INITIATION OF ROUGH O GRADING. CHANNELS SHALL BE HYDROMULCHED UPON 0 THE COMPLETION OF ROUGH GRADING 2. PAVING INTERIOR SILT FENCE SHALL BE INSTALLED AS DIRECTED ....1 BY THE CITY OF COLLEGE STATION. ALL PRiOR EROSION 0� CONTROL MEASURES INSTALLED ABOVE TO BE W MAINTAINED DURING PAVING AND THROUGHOUT THE 0 REMAINDER OF THE PROJECT. INLET FILTERS SHALL BE cL INSTALLED IMMEDIATELY AFTER PAVEMENT IS COMPLETE. 3. FINE GRADING ALL PRIOR EROSION CONTROL MEASURES INSTALLED x ABOVE TO BE MAINTAINED DURING FINE GRADING AND .0. THROUGHOUT THE REMAINDER OF THE PROJECT. 4. FINAL EROSION CONTROL MEASURES TO BE REMOVED A7 THE CONCLUSION OF THE PROJECT AS DIRECTED BY THE CITY OF COLLEGE STATION. 111111 �-'i 1 I/ CITY OF ` COLLEGE STA IT VICINITY MAP NOT TO SCALE GRAPHIC SCALE IN FEET 0 20 40 80 THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER 7. DRAINAGE -ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO 7. AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 8. CONTRACTOR TO COORDINATE EXACT LOCATION OF THiS DETAIL. � i 7 �.-•-~ J CONSTRUCTION OF A FINER BARRIER -CONSTRUCTION ENTRANCE'`_- \ _ N.T.S. N.T.S. CE .•- ,'� Jj i � � �y _.. _.- �-• N `,, `'` LOT 2R-3 \ v v v -,� s' , } _ - a? 2.27 ACRES r• ( } I i 115 } _ �? ZONED \ LOT 2R-2 rte€ _,.: �_. ED t 1,�` 7.10 4t � t � y � � � � rc► PDD r �; ACRES C � t �� , � �--- iii' - - flQ ZONED� I ( # PDD 1�y.? t I -r,t rr. r;;.: ,. -� _..i 11 _ Y ..r ---i'k i.•A'" _`�4' i / cn iitt I.J•aj ,7ra,5 r Ei U �, �Y (L...•!`..-. 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EXs I ��►,�� \C0 sa - . • " .......... ........ ..... _... ,: DoT E L NE 0 - _... ---•- -- 292 '-- -- .._..- - -.- __ _......_- _- .... _ .__ PROP OSEO Tx ..- -". _-.._.. ...._ : _7 -_ ...... __.. ._._ - ...... ice+►' \('� ..._. __.._.. ....__ - - _ g7 ' lax, 2 _ 9 295' 94 >- - P.v t > - ` > -: 2 - > _._. > _- > ..-• - , - > - > " 293 - .. _.. _- nnin _......_.. _..._ ._... _..._ ._.. 294 ` _. _ ,.' •.� _. 295 _.- '__. __'. ___ __ __-. _.. . . ...... {f''�JT _ 'tet '• � ^'• .` "�A ..-. _" _.._ _._ \/ ■ ^.__..... ......._. .. -;,('� 1� a.._ `ti tj ��J t ([ F �..+ q � I Tx _ ,2 tip - - -• .- _.... __....... - - .__ ._� 190 '9 ` - - _ 110 APR 1 2 2013 W z O Lu ix 0 z tU F � m .�.;. g cav Lit O°° = O¢ 03 � M tl: (� c7co NC"l 5 U. Z •E > � 3. co � W O s~ r- Z6 M � - W C Cl L r.•• SARAH , WILLIAMSON Nj 108962 •. i z UI 41 Y 0 j co C) CA ¢ Lu m W C\lui z x LuZ ul as a¢ w o a U -j (,o X W �/'� cJ i- ....i <r O 0 z C.j Q ....1 cl) 0� W :D 0 J cL 0 o x LLV .0. 6 U -j 0. z 0 z C.j Q zCL J 0� U) 0 w w SHEET NUMBER CJ 6 Ll k LL w c LL fn w a J z O � w w z z LU a cj) � U x � LU LL z w w � z z a z LUW _ p w LU LU co 0. LU U � o z w % 0 MCD 0 a 0 SNF xmo -� (L N L) k 3 z 0 7 o W w = 05o W w o F z q w q� o U SA c7c7E~ rn F EXISTING PHASE 1A PARKING SPACE, P ' - SCREENING (TYP.) ._..,_._ LEASE LINE TOTAL LANDSCAPE POINT CALCULATION SYMBOL TAG QTY. SIZE SCIENTIFIC NAME COMMON NAME TYPE POINT VALUE POINT 13 UC 4 2.5" CAL. ULMUS CRASSIFOLIA CEDAR ELM STREETSCAPE TREE 150 600 0 TD . 22 I 2.5" CAL. . TAXODIUM GISTICHUM I BALD CYPRESS I STREETSCAPE TREE 150 I 3300 I - - CANOPY TREE SUBTOTAL 3,900 O RI 111 M��I RAPHIOLEPSIS INDICA INDIAN HAWTHORN SHRUB 36" HT. MIN, 10 1110 50% OF TOTAL REQUIRED POINTS 2,266 POINTS 3,900 POINTS SHALL BE PROVIDED BY CANOPY TREES. (4,531*.50) = 2,2601) FULL 4,531 POINTS 5,010 POINTS LAWN*SOLID 890 SY SOD CYNODON DACTLYON COMMON BERMUDA SOLID SOD, SAND FILLED JOINTS N/A N/A SHRUB SUBTOTAL 1,110 *GROUTED RIVER ROCK CAN BE INSTALLED IN LIEU OF SOD. SEE DETAIL F ON SHEET L-02. TOTAL POINTS 51010 111-1\4 " - CA U Tl ON! ! " LANDSCAPE REQUIREMENTS STREETSCAPE REQUIREMENTS: ONE CANOPY TREE FOR EVERY 25 LF CD OF FRONTAGE SHALL BE_ INSTALLED: TOTAL STREET FRONTAAE: 628 LF U) REQUIRED PROVIDED TOTAL TREES: 26 26 POINTS PER PROJECT AREA: W TOTAL DEVELOPED SITE AREA: 42,184 SF MINIMUM LANDSCAPE POINTS REQUIRED (30 POINTS/ 1,000 SF OF SITE AREA): 1,266 POINTS THREE HUNDRED ADDITIONAL LANDSCAPE POINTS SHALL BE REQUIRED FOR EVERY 50 0 LF OF FRONTAGE ON A RIGHT-OF-WAY: (628 / 50)(300) = 3,768 POINTS A 10% POINT CREDIT WILL BE AWARDED F- FOR LANDSCAPE PLANS THAT ARE U PREPARED BY A LANDSCAPE ARCHITECT REGISTERED IN TEXAS: (5,034 -.10) (503 POINTS) REQUIRED PROVIDED CANOPY TREE POINTS: 50% OF TOTAL REQUIRED POINTS 2,266 POINTS 3,900 POINTS SHALL BE PROVIDED BY CANOPY TREES. (4,531*.50) = 2,2601) TOTAL POINTS: 5,034 - 503 = 4,531 POINTS 5,010 POINTS EXISTING TREES REMOVED: 2 BALD CYPRESS NOTE: THESE TREES HAVE BEEN ADDED IN THE TxDOT LEASE AREA AND DO NOT CONTRIBUTE TOWARD THE LANDSCAPING POINTS. LOT 2R-3 2.27 ACRES ZONED PDD CITY OF' COLLEGE STA /d IT VICINITY MAP NOT TO SCALE GRAPHIC SCALE IN FEET 0 20 40 80 vl 000 oo� 00 irk _ vv 1 �� ✓k�`"� s ✓.� ', ..""•"�:;�', _- moi' ~ i M^, " 15 10 '1 • • 7. > ._.- . _ TxDOT R.O.W. cl PARKING SPACE SCREENING (TYP.) > ' J Pe2-\P�L GENERAL LANDSCAPE NOTES AND SPECIFICATIONSopwow `� G 7 7 y~ EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCA77ON OF ALL U77L/77ES PRIOR TO CONSTRUC770N. CON7RACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXIS77NG U77Ll77ES DUE TO DAMAGE INCURRED DURING CONSTRUCRON. CONTRACTOR SHALL N077FY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS I � DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) 1. PLANT MATERIAL SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK.' 2. CONTRACTOR SHALL STAKE OUT TREE LOCATIONS AND BED CONFIGURATION FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE PLANS. 4. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE, THE DRAWINGS SHALL PREVAIL. 5. LOCATE ALL UTILITIES PRIOR TO DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY HIS/HER WORK. 6. NO SUBSTITU11ONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZA11ON FROM THE PROJECT LANDSCAPE ARCHITECT OR THE OWNER. 7. PLANT BED PREPARATION PROCEDURE SHALL BE TO ADD 3" OF COMPOST AND 20 POUNDS OF ORGANIC FERTILIZER (GREENSENCE, SYSTANE OR EQUAL) PER 1,000 SQUARE FEET (OF BED) TO ENTIRE BED. BED SHOULD BE TILLED TO A MINIMUM DEPTH OF 6"-8". 8. EXISTING SOIL SHALL BE REASONABLY FREE OF STONES, LUMPS OF CLAY, ROOTS AND OTHER FOREIGN MATTER. ACIDITY TO BE BETWEEN 5.0 AND 7.0 PH. 9. IF ROCKS ARE ENCOUNTERED, REMOVE TO A DEPTH OF 4" AND ADD 4" OF FRIABLE FERTILE TOP SOIL TO ALL SODDED AREAS. GRADE ACCORDING TO ENGINEER'S GRADING PLAN. 10. LAWN AREAS SHALL HAVE 4" MINIMUM FRIABLE TOPSOIL AND BE TREATED WITH FERTILIZER APPLIED AT A RATE OF 20 POUNDS PER 1,000 SQUARE FEET. 11. ALL PLANT BEDS SHALL BE TOP DRESSED WITH A MINIMUM OF 2" OF SHREDDED HARDWOOD MULCH. 12. PROVIDE STEEL EDGE BETWEEN ALL PLANT BEDS AND LAWN AREAS UNLESS INDICATED DIFFERENTLY ON PLANS. 13. ALL DISTURBED AREAS NOT INDICATED AS PLANTING BEDS SHALL BE SEEDED BY CONTRACTOR TO PROVIDE AN ESTABLISHED TURF AREA. 14. TREE PLANTING PITS SHALL BE BACKFILLED WITH TOP SOIL, AND CLEARED OF ALL ROCKS, LUMPS OF CLAY AND OTHER FOREIGN MATERIAL. PLACE 1" OF COMPOST AND 3" OF MULCH ON TOP OF ROOT BALL. 15. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE FOR SUGGESTION ONLY. THE LANDSCAPE ARCHITECT SHALL USE WHATEVER METHOD HE/SHE DEEMS FIT, HOWEVER, HE/SHE WILL BE HELD LIABLE FOR ANY DAMAGE CAUSED TO THE TREE DUE TO IMPROPER STAKING METHODS (INCLUDING ABSENCE OF STAKING), AND WILL BE RESPONSIBLE FOR ADJUSTING AND/OR REPLANTING TREES WHICH ARE NOT HELD UPRIGHT DURING THE WARRANTY PERIOD. 16. TREES SHALL BE PLANTED AT LEAST 4 FEET FROM ANY RIGHT-OF-WAY, CURB, WALK, OR FIRE -HYDRANT, AND OUTSIDE ALL UTILITY EASEMENTS. 17. TREES SHALL BE PLANTED AT LEAST 8 FEET FROM ANY PUBLIC U1ILITY LINE. 18. TREES OVERHANGING WALKS AND PARKING AREAS SHALL HAVE A CLEAR TRUNK HEIGHT OF 7 FEET FROM FINISHED SURFACE GRADE. 19. TREES PLANTED ON SLOPES SHALL BE PLACED IN PLANTING PITS OF ADEQUATE DEPTH SUCH THAT THE SOIL STAIN AT THE BASE OF THE TRUNK MATCHES THAT OF THE AVERAGE GRADE OR SLOPE. 20. DURING THE WARRANTY PERIOD, THE OWNER, TENANT, AND/OR THEIR AGENT (IF ANY) SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL INCLUDE - BUT NOT BE LIMITED TO- MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF YEAR. PLANT MATERIAL THAT IS DAMAGED, DESTROYED, REMOVED, OR SHOWING MORE THAN 40% DEFOLIATION, SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR SIZE AND VARIETY WITHIN THIRTY (30) DAYS. 21. CONTRACTOR SHALL WARRANTY PLANT MATERIALS TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER THE FINAL ACCEPTANCE. WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS FO PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM, OR NEGLIGENCE ON THE PART OF THE OWNER. 22. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS. 23. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED TO MAINTAIN ALL LANDSCAPE AREAS. OVER SPRAY ON STREETS AND WALKS IS PROHIBITED. LANDSCAPE NOTES: �F P� �#All I ing File Copy REVIEWED FOR ("i'L A P`li APR 7. 2 2013 C OLLL6t: 0 IAi 1;0N DEVELOPMENT SERVICES PLAT FILED, -IV- 1. A FULLY AUTOMATED UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR IN THE STATE OF TEXAS AND SHALL BE OPERATINIi PRIOR TO ANY PLANT MATERIAL BEING INSTALLED. 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 3. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 4. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. IMF 0; U) z O w Io z � and&sso"a`eies, Inc. 11 R.L.A. . JOHN A. FIELDER U) U) Y o O i - m CD U¢ w m W LO N Z z w N c\1 � O ¢ d I-� F <( w rt MI co o Q w p 0 U w CD W U) -� J < z 0 W a V 0 ', O X 0 Q F- U SHEET NUMB L-01 V z LLJ Q v O U) Q z Q z w O w J 2 Y N u w U O U ca0 zd w O x } w Y 0 J 0 0 Lu m J i U z U Fw' U O U Q 0 ir O S W Y m z O a Q a a z 0 0 0 a z w O F - z Lu U O 0 co z O U z w W LY w a Of IL 0 z LL 0 W M Lu w F - z ¢ z w 0 w w 0 z w w w afU a x 0 w w z o ¢ _ k ° FU. (YN—P U _3 0 B c g w wN� F za'a 0 5 0 it yy 10 w {L H3 8 w A= U zv�i 0 SECTION MULTI -TRUNK TREE PLANTING 5tC -HUN r -- TREE PLANTING SHRUB PLANTING (D 2"x2"x24" WOOD STAKE, 3 PER TREE, SPACED EQUALLY, MATERIAL PER SPECIFICATIONS. OGALVANIZED GUY WIRE, ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE [J3 RUBBER CHAFING GUARD OWARNING FLAGS �5 ROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. OV' COMPOST & 3" RED CYPRESS MULCH PER SPECIFICATIONS OPLANTING PIT EXCAVATED TWO TO THREE TIMES WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. OS BACKFILL PIT WITH NATIVE SOIL O9 UNDISTURBED EARTH O1 2"x2"x8' STEEL FENCE "T" POST, 3 PER TREE, SPACED EQUALLY, MATERIAL PER SPECIFICATIONS. ``J GALVANIZED GUY WIRE, ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE \3 / RUBBER CHAFING GUARD 1" COMPOST & 3" RED CYPRESS MULCH PER SPECIFICATIONS OROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. ) PLANTING PIT EXCAVATED TWO TO THREE TIMES WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. OBACKFILL PIT WITH NATIVE SOIL -8 UNDISTURBED EARTH O2" RED CYPRESS MULCH LAYER. REF: SPECS. O3" HIGH EARTH SAUCER O"SHOVEL EDGE" (TYP.) WHERE BEDS MEET LAWN. REF: E/ THIS SHEET. OPLANTING PIT: EXCAVATE TO TWO TO THREE TIMES WIDTH OF ROOTBALL, W/ PIT DEPTH AS NEEDED TO SET ROOTBALL @ PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. SCARIFY SIDES OF PIT. PROVIDE CONTINUOUS PIT FOR MASSED BED PLANTINGS. �5 ROOT BALL: REMOVE FROM CONTAINER. GENTLY SCARIFY GIRDERED ROOTS AS NEEDED. REMOVE ALL TAGS & TWINE. OPIT BACKFILL W/ PREPARED SOIL BED MIX PER NOTES AND/OR SPECS. PROVIDE CONTINUOUS SOIL BED MIX IN MASS PLANTINGS. OUNDISTURBED EARTH N.T.S. N.T.S. N.T.S. D STEEL EDGING 6' MIN. 2'% MIN. CRITICAL ROOT ZONE AREA E 1 TREE PROTECTION DETAIL 4" ODIFFERENT PLANTA G TREATMENTS. O6" STEEL EDGING OAMENDED BED SOI6" MINIMUM DEPTH — REF: N ES FOR MIX. & DEPTH. ONATIVE SOIL (1 EXISTING TREE(S) TO REMAIN. ODRIPLINE OF EXISTING TREE (TYP)', JCONTINUOUS NYLON TIE STRING TIED TO STAKE TOPS IN 2' TUNDRA WEIGHT ORANGE STREAMERS @ 3' O.C. �4 8' METAL T—STAKES: 8' 0. C. MIN., DRIVEN 2' INTO GROUND AT,', (OR OUTSIDE) TREE DRIPLINE N. T. S. 5O 4' MIN. HEIGHT ORANGE PLASTIC FENCING INSTALLED PER MANE. RECOMMENDATIONS (TYP). SUPPLEMENT W/ SILT FENCE FABRIC @ PRUNING TRENCH AS REQ'D. �6 EXISTING GRADE TO BE DISTURBED. OROOT PRUNING TRENCH 12" OUTSIDE FENCE — SEE NOTES. NOTES: PERFORM ROOT PRUNING ON ALL EXISTING TREES TO REMAIN WHERE CONSTRUCTION ACTIVITY FALLS WITHIN DRIP LINE OF EXISTING TREES. 2. ROOT PRUNING METHOD: 2 MONTHS MIN. PRIOR TO EXCAVATION & CONSTRUCTION ACTIVITIES, HAND CUA ROOTS BY DIGGING A 18"-24" DEEP x 8" WIDE TRENCH ALONG TH 'OUTSIDE PERIMETER OF EXISTING TREE(S) ADJACENT TO CONSTRUCTI �J AREAS. MAXIMIZE PRUNING TRENCH DISTANCE FROM TRUNK TO THE FULLEST EXTENT POSSIBLE, W/ THE ROOT PRUNING LINE PLACED @ THE EDGE OF CONSTRUCTION LIMITS. ORIVER ROCK OR LOCAL ROt SMOOTH TEXTURE AND IRRI 3"x3"x3" (APPROX.) TO BE PLACED IN MORTAR //O�� WEED BLOCK / FILTER FAB (3) METAL EDGING OADJACENT PLANTING (LAWN REFER TO PLAN FOR SPECT SIZE MIN. SIZE N.T.S. N.T.S. P*.` ` 111fiq v Cop ILII y 11 777-77m Q 0 cn z 0 w w V i 1 i4JN •� QCLL O 0 N M � O N L L co Emu N Q �W �LLz 0 � z .� XMW uj t�Kti~ U Z W Q °iL ' 0 CL H co r ❑�❑ K IM14-Hohn and AssWa:es, Inc. R.L.A. JOHN A. FIELDER A. No 2344 Date MARCH 20' x u) U W U, 2 Q z W J I - > 0 F- 0 no i U z LL U II o U w >' o x Q w a 0 N w Z W N 0 UJ o Y 0 _j 0't a ao U W x w � � Lu U w Lu0 I;' F w w z z Lu k z k � � w w to 0 z w w � F - z z ¢ z w 0 w w 0 z w w w afU a x 0 w w z o ¢ _ k ° FU. (YN—P U _3 0 B c g w wN� F za'a 0 5 0 it yy 10 w {L H3 8 w A= U zv�i 0 SECTION MULTI -TRUNK TREE PLANTING 5tC -HUN r -- TREE PLANTING SHRUB PLANTING (D 2"x2"x24" WOOD STAKE, 3 PER TREE, SPACED EQUALLY, MATERIAL PER SPECIFICATIONS. OGALVANIZED GUY WIRE, ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE [J3 RUBBER CHAFING GUARD OWARNING FLAGS �5 ROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. OV' COMPOST & 3" RED CYPRESS MULCH PER SPECIFICATIONS OPLANTING PIT EXCAVATED TWO TO THREE TIMES WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. OS BACKFILL PIT WITH NATIVE SOIL O9 UNDISTURBED EARTH O1 2"x2"x8' STEEL FENCE "T" POST, 3 PER TREE, SPACED EQUALLY, MATERIAL PER SPECIFICATIONS. ``J GALVANIZED GUY WIRE, ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE \3 / RUBBER CHAFING GUARD 1" COMPOST & 3" RED CYPRESS MULCH PER SPECIFICATIONS OROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. ) PLANTING PIT EXCAVATED TWO TO THREE TIMES WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. OBACKFILL PIT WITH NATIVE SOIL -8 UNDISTURBED EARTH O2" RED CYPRESS MULCH LAYER. REF: SPECS. O3" HIGH EARTH SAUCER O"SHOVEL EDGE" (TYP.) WHERE BEDS MEET LAWN. REF: E/ THIS SHEET. OPLANTING PIT: EXCAVATE TO TWO TO THREE TIMES WIDTH OF ROOTBALL, W/ PIT DEPTH AS NEEDED TO SET ROOTBALL @ PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. SCARIFY SIDES OF PIT. PROVIDE CONTINUOUS PIT FOR MASSED BED PLANTINGS. �5 ROOT BALL: REMOVE FROM CONTAINER. GENTLY SCARIFY GIRDERED ROOTS AS NEEDED. REMOVE ALL TAGS & TWINE. OPIT BACKFILL W/ PREPARED SOIL BED MIX PER NOTES AND/OR SPECS. PROVIDE CONTINUOUS SOIL BED MIX IN MASS PLANTINGS. OUNDISTURBED EARTH N.T.S. N.T.S. N.T.S. D STEEL EDGING 6' MIN. 2'% MIN. CRITICAL ROOT ZONE AREA E 1 TREE PROTECTION DETAIL 4" ODIFFERENT PLANTA G TREATMENTS. O6" STEEL EDGING OAMENDED BED SOI6" MINIMUM DEPTH — REF: N ES FOR MIX. & DEPTH. ONATIVE SOIL (1 EXISTING TREE(S) TO REMAIN. ODRIPLINE OF EXISTING TREE (TYP)', JCONTINUOUS NYLON TIE STRING TIED TO STAKE TOPS IN 2' TUNDRA WEIGHT ORANGE STREAMERS @ 3' O.C. �4 8' METAL T—STAKES: 8' 0. C. MIN., DRIVEN 2' INTO GROUND AT,', (OR OUTSIDE) TREE DRIPLINE N. T. S. 5O 4' MIN. HEIGHT ORANGE PLASTIC FENCING INSTALLED PER MANE. RECOMMENDATIONS (TYP). SUPPLEMENT W/ SILT FENCE FABRIC @ PRUNING TRENCH AS REQ'D. �6 EXISTING GRADE TO BE DISTURBED. OROOT PRUNING TRENCH 12" OUTSIDE FENCE — SEE NOTES. NOTES: PERFORM ROOT PRUNING ON ALL EXISTING TREES TO REMAIN WHERE CONSTRUCTION ACTIVITY FALLS WITHIN DRIP LINE OF EXISTING TREES. 2. ROOT PRUNING METHOD: 2 MONTHS MIN. PRIOR TO EXCAVATION & CONSTRUCTION ACTIVITIES, HAND CUA ROOTS BY DIGGING A 18"-24" DEEP x 8" WIDE TRENCH ALONG TH 'OUTSIDE PERIMETER OF EXISTING TREE(S) ADJACENT TO CONSTRUCTI �J AREAS. MAXIMIZE PRUNING TRENCH DISTANCE FROM TRUNK TO THE FULLEST EXTENT POSSIBLE, W/ THE ROOT PRUNING LINE PLACED @ THE EDGE OF CONSTRUCTION LIMITS. ORIVER ROCK OR LOCAL ROt SMOOTH TEXTURE AND IRRI 3"x3"x3" (APPROX.) TO BE PLACED IN MORTAR //O�� WEED BLOCK / FILTER FAB (3) METAL EDGING OADJACENT PLANTING (LAWN REFER TO PLAN FOR SPECT SIZE MIN. SIZE N.T.S. N.T.S. P*.` ` 111fiq v Cop ILII y 11 777-77m Q 0 cn z 0 w w V i 1 i4JN •� QCLL O 0 N M � O N L L co Emu N Q �W �LLz 0 � z .� XMW uj t�Kti~ U Z W Q °iL ' 0 CL H co r ❑�❑ K IM14-Hohn and AssWa:es, Inc. R.L.A. JOHN A. FIELDER A. No 2344 Date MARCH 20' u) Q 0 cn z 0 w w V i 1 i4JN •� QCLL O 0 N M � O N L L co Emu N Q �W �LLz 0 � z .� XMW uj t�Kti~ U Z W Q °iL ' 0 CL H co r ❑�❑ K IM14-Hohn and AssWa:es, Inc. R.L.A. JOHN A. FIELDER A. No 2344 Date MARCH 20' W u) W U, W ~ Q z W J I - > v♦ F- 0 no i U LL U II o w >' i" o Q w'' m 0 N o 04 Z W N i UJ o Y 0 _j 0't ER ao DQ W x � � U W u) W U, W ~ Q Z O W J I - > v♦ F- 0 no Q U LL U SHEET NUMBER L-02 U Z a z a O x J r m z 0 r I a z z O 2 Of O s z D O x r. �Iw, w U O a x t - z O w U a w Of III IL O a a tL O LU V) D w Ix a w a a w a CL r_ x U a a O r z U1 U a Q w to ir. n CL 1 vi, LL a. c* w r a 0 ti z O a tit a z LUz to Ld U w co LL d r z w 2 D a co z z a co Z w a LU x a O w w co 8 a ZO z a a a� ¢ w �3 0U $ w W zaH � #tm w�91(—U9 t- z c �ZE co U PLANS SUBMITTAL/REVIEW LOG 1ST CITY SUBMITTAL 05/07/2012 -NOT FOR CONSTRUCTION PRICING SUBMITTAL 01/30/2013 -NOT FOR CONSTRUCTION TXDOT SUBMITTAL 03/26/2013 OWNER TEXAS DEPARTMENT OF TRANSPORTATION 1300 NORTH TEXAS AVENUE BRYAN, TEXAS 77803 CONTACT: BOB APPLETON TEL: (979) 778--9600 BOB. APPLETONC WOT.GOY DEVELOPER CVCS, LLC 4520 N. GRAND RIVER AVENUE LANSING, MICHIGAN 48906 CONTACT- KEVIN McGRAW TEL: (517) 703-2132 FAX: (517) 703-2152 EMAIL: KMCGRA WOCADDISDEV. CDM DEVELOPER CAMPUS VILLAGE COMMUN177ES 919 W. UNIVERSITY DRIVE, SU1 TE 700 ROCHESTER, MICHIGAN 48307 CONTACT: RAY BEHLING TEL: (248) 609-0406 FAX: (248) 609-0425 EMAIL: BEHLING RA Y@CAMPUSVILLAGE. CDM ENGINEER 101 10mley-ftn and & Inc. 12700 PARK CENTRAL DRIVE SU1 TE 1800 DALLAS, TEXAS 75251 TEL: (972) 770-1300 FAX: (972) 239-3820 CONTACT. KEVIN GASKEY, P.E. EMAIL: KEVIN. GASKEY@KIMLEY--HORN. COM CIVIL CONSTRUCTIONPL A...NS FOR STOP! CALL BEFORE YOU DIG DIG TESS . 1-800-DIG-TESS �@ least 72 hours prior to digging) COLLEGE STATION, TEXAS VICINITY MAP N.T.S. MARCH 2013 S ......... i. E"r1�LiAtti S3N� 108062* 3�2G�2Dt3 SHEET LIST TABLE .SHEET NUMBER SHEET TITLE C-01 COVER SHEET C-02 GENERAL NOTES C-03 SITE PLAN C-04 DIMENSION CONTROLAND'PAVING PLAN C-05 GRADING AND DRAINAGE PLAN C-06 EROSION CONTE OL PLAN L-01 LANDSCAPE PLAN �I L-32 LANDSCAPE DETAILS 1 C -Q1 cn w h z 0 h h cn TW V U V t W W�l M� 0 PAVING AND STRIPING NOTES: 28- PAVING SECTIONS SHALL ADHERE TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER (REFER TO THE GEOTECH REPORT No. Al 105006 BY TERRACON CONSULTANTS, INC. DATED FEBRUARY 16, 2010 AND AS AMENDED). 29. THE ASPHALTIC CONCRETE SURFACE COURSE SHOULD BE _: PLANT MIXED, HOT LAID TYPE D (FINE GRADED SURFACE COURSE) MEETING THE MASTER SPECIFICATIONS REQUIREMENTS IN TXDOT ITEM 340. 30. CONCRETE SHOULD BE DESIGNED TO. EXHIBIT A FLEXURAL STRENGTH (3 POINT LOADING) OF AT LEAST 550 PSI AT 28 DAYS. AS AN OPTION, A 28 -DAY COMPRESSIVE STRENGTH REQUIREMENT OF 4,000 PSI MAY BE UTILIZED. 31. BASE MATERIALS SHOULD BE COMPOSED OF CRUSHED LIMESTONE MEETING THE REQUIREMENTS OF TXDOT ITEM 247, TYPE A, GRADE 1. 32. ALL SUB -GRADE SHOULD BE TREATED -WITH LIME MEETING THE REQUIREMENTS OF TXDOT STANDARD SPECIFICATIONS ITEM 260. 33. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN AGENCY, APPROVED BY THE OWNER, FOR TESTING'MATERIALS. PROCUREMENT OF THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE, BY THE STANDARD TESTING PROCEDURES, THAT THE WORK CONSTRUCTED MEETS THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. 34. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO. THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES."' 35. SIGN LOCATIONS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION. 36. CONTRACTOR TO INSTALL CONSTRUCTION JOINTS IN CONCRETE PAVEMENT AT ALL PUS AND AS CONVENIENT TO PHASING OF POURS, WITH EXPANSION JOINTS EVERY 150 FEET IN BOTH DIRECTIONS AND SAWED DUMMY JOINTS EVERY .15 FEET IN BOTH DIRECTIONS. 37. CONTRACTOR TO SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO THE BEGINNING OF ANY PAVING WORK. 38. ALL EXISTING PAVING SHOWN TO BE REMOVED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR OFF SITE. (IF ANY) 39. ALL DISCREPANCIES FOUND BY CONTRACTOR RELATED TO UNDERGROUND UTILITIES OR OTHER APPURTENANCES SHALL BE RESOLVED TO THE SATISFACTION OF OWNER AND ENGINEER PRIOR TO PLACEMENT OF ANY PAVING. 40. ALL CURBS SHALL BE FLUSHED AT HANDICAP RAMP LOCATIONS PER THESE PLANS AND PER LANDSCAPE ARCHITECT PLANS (BY OTHERS) GRADING NOTES: 41. ALL SPOT ELEVATIONS ARE PROPOSED TOP OF PAVEMENT, OR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 42. CONTRACTOR TO ENSURE POSITIVE DRAINAGE I -Kum THE HE PROPOSED BUILDINGS AND NO ii PONDING IN PAVED AREAS. NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND PRIOR TO INSTALLATION OF ANY PAVING. 43. THE CONTRACTOR SHALL PROTECT ALL MANHOLE!, COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES WHICH ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. 44. ALL EXISTING CON ' CRETE PAVING, CHANNEL IMPROVEMENTS, SIDEWALK, STRUCTURES AND CURB DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY AND DISPOSED OF BY THE CONTRACTOR, OFFSITE UNLESS OTHERWISE DIR rTED BY THE OWNER OR ENGINEER. 45. ALL CLEARING, GRADING, COMPACTION AND SUB G RADE PREPARATION SHALL BE IN ACCORDANCE TO THE CITY OF COLLEGE STATION 3TANDARDS. 46. GRADING CONTRACTOR TO COORDINATE WITH THE FRANCHISE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR REL=71ONS. 47. THE CONTRACTOR SHALL CALCULATE HIS OWN EA RTHWORK QUANTITIES AND DETERMINE HIS BID ACCORDINGLY. 48. SEE LANDSCAPE PLANS FOR GRADING OUTSIDE OEPAVEMENT AREAS. SIDEWALKS SHALL FOLLOW SLOPE OF PROPOSED LANDSCAPE GRADE S AND REMAIN ADA COMPLIANT. CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE AND COMPLIANCE TO ADA SLOPE REQUIREMENTS ON ALL AREAS PRIOR TO ANY INSIALLATION OF PAVEMENT AND SIDEWALK.. REFER TO TCEQ DESIGlN GUIDELINES (CHAPTER 9:0) FOR ALL UTILITY CROSSINGS. STOP! CALL BEFORE YO DIG DIG TESS 1-800-DIG-TESS (at least 72 hours prior to digging} 'WARNING: CONTRA CTOR TO VERIFY PRESENCE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. GEOTECHNICAL "PORT GENERAL NOTES: JOB NO. Al 105006 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND THE CITY C. COLLEGE STATION, TEXAS OF COLLEGE STATION DEPARTMENT OF PUBLIC WORKS "STANDARD TULY22,2011 > SPECIFICATIONS AND CONSTRUCTION DETAILS", LATEST EDITION. cfa 2.' THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS w (D w 0 AND APPROVALS BEFORE CONSTRUCTION BEGINS, _j 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL 0 OFF-SITE OFANYEXISTING PAVING AND STRUCTURES REMOVED. w 0 z c; 0 4. THE CONTRACTOR WILL CONTACT PUBLIC UTILITY COMPANIES TO FIELD VERIFY THE LOCATION AND -ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF C) C14 < CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER AND M CONSTRUCTION MANGER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 0 Z 0 z 5. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE X¢ < CONSTRUCTION RECORD PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SURVEYING. 02 0) .10 0 7.- WATER AND SEWER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION'S STANDARDS AND SPECIFICATIONS. 0 8. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED ca WHERE APPLICABLE BY THE CONTRACTOR. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING STRUCTURES, UTILITIES AND SERVICES PRIOR TO EXCAVATION AND CONSTRUCTION. w 0 10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY (n COMPANIES FOR THE RELOCATION OFANYEXISTING UTILITIES. 11. CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. .12. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE 52 PLANS AND REVIEW ALL FIELD CONDITIONS, INCLUDING EXISTING GRADES AND m UTILITY FLOW LINES, AND SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH CONSTRUCTION. 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, AND z OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES DUE TO HIS 0, CONSTRUCTION ACTIVITIES AT NO COST TO THE OWNER AND/OR ENGINEER. 0 14. ALL EXISTING SHRUBS, TREES, PLANTING AND OTHER VEGETATION THAT IS 3: DISTURBED OUTSIDE OF PROPERTY OR LIMITS OF DISTURBANCE SHALL BE z REPLACED WITH EQUIVALENT MATERIAL BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. M 15. THE CONTRACTOR SHALL CONSTRUCT SILT- SCREENS OR OTHER APPROVED 0 DEVICES PRIOR TO CONSTRUCTION TO PREVENT ADVERSE OFFSITE IMPACT OF STORM WATER QUALITY., AS REQUIRED BY THE CITY OF COLLEGE STATION. CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED w z D EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION 0 PROCESS. THE EROSION CONTROL DEVICES SHOULD REMAIN IN PLACE, WHERE co PRACTICAL, UPON COMPLETION OF CONSTRUCTION. z 0 16. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS OFFSITE w FROM THE EXISTING ROADWAYS AND PROJECT SITE THAT ARE A RESULT OF THE PROPOSED CONSTRUCTION AS REQUESTED BY THE CITY OF COLLEGE STATION. AS A MINIMUM, THIS TASK SHOULD OCCUR ONCE A WEEK. 17. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT AND PROFESSIONAL MANNER. WHEN FIELD CONDITIONS INDICATE ANY VARIANCE 0 z FROM DETAILED METHODS, THE CONTRACTOR SHALL PROVIDE COMPREHENSIVE 0 AND DETAILED DRAWINGS (FOR APPROVAL) OF METHODS PROPOSED. w co w 18. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. w 19. CONTRACTOR SHALL CONSTRUCT ALL WATER SERVICE CONNECTIONS. tt 20. CONTRACTOR SHALL CONTACT THE CITY ENGINEERING DEPARTMENT'S co INSPECTOR ASSIGNED TO THIS PROJECT AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. 21. ALL PRIVATE LANDSCAPE AREA DRAINS SHALL BE ADS OR APPROVED EQUAL. o SEE LANDSCAPE ARCHITECTURE PLANS BY OTHERS FOR LOCATIONS. z w 22. CONTRACTOR IS TO CONSTRUCT A STABILIZED CONSTRUCTION EXIT AT ALL Q PRIMARY POINTS OF ACCESS. THIS STABILIZED EXIT IS TO BE MINIMUM OF 15, in z WIDE AND 50' LONG WITH A MINIMUM DEPTH OF 8 INCHES. w to 0 23; THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A TRENCH SAFETY cr n PLAN TO THE CITY OF COLLEGE STATION AT THE TIME OF THE PRE a. CONSTRUCTION MEETING, OR PRIOR TO BEGINNING CONSTRUCTION OF THESE IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING w CL cti TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, w TEXAS STATE LAW, AND O.S.H.A. STANDARDS FOR ALL EXCAVATION IN EXCESS OF FIVE FEET IN DEPTH. NO OPEN TRENCHES WILL BE ALLOWED OVERNIGHT WITHOUT THE PRIOR SPECIFIC WRITTEN APPROVAL OF THE CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT. ONSITE SAFETY IS THE SOLE 0 RESPONSIBILITY OF THE CONTRACTOR. LU z w 24. DURING CONSTRUCTION, ALL MATERIAL TESTING SHALL BE COORDINATED z WITH THE CITY OF COLLEGE STATION'S CONSTRUCTION INSPECTOR. 25, THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH THE w SPECIFICATION FOR COMPACTION REQUIREMENTS, BACKFILL SHALL CONFORM LL TO CITY STANDARD REQUIREMENTS. 0 z w, m 26. CONTRACTOR TO REVIEW DESIGN INTENT OF THESE PLANS AND SUBMIT 0 I REQUESTS -FOR -INFORMATION IN A TIMELY MANNER PRIOR TO COMMENCING I— U) THAT WORK. z z (n 27.. REFER TO M.E.P. AND IRRIGATION PLANS FOR SLEEVING REQUIREMENTS. Z CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES FOR w wSLEEVING REQUIREMENTS PRIOR TO ANY PAVING ACTIVITIES. to t7 w W, w ry a. cn co w z 0 wiL > z 00 w 0 PAVING AND STRIPING NOTES: 28- PAVING SECTIONS SHALL ADHERE TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER (REFER TO THE GEOTECH REPORT No. Al 105006 BY TERRACON CONSULTANTS, INC. DATED FEBRUARY 16, 2010 AND AS AMENDED). 29. THE ASPHALTIC CONCRETE SURFACE COURSE SHOULD BE _: PLANT MIXED, HOT LAID TYPE D (FINE GRADED SURFACE COURSE) MEETING THE MASTER SPECIFICATIONS REQUIREMENTS IN TXDOT ITEM 340. 30. CONCRETE SHOULD BE DESIGNED TO. EXHIBIT A FLEXURAL STRENGTH (3 POINT LOADING) OF AT LEAST 550 PSI AT 28 DAYS. AS AN OPTION, A 28 -DAY COMPRESSIVE STRENGTH REQUIREMENT OF 4,000 PSI MAY BE UTILIZED. 31. BASE MATERIALS SHOULD BE COMPOSED OF CRUSHED LIMESTONE MEETING THE REQUIREMENTS OF TXDOT ITEM 247, TYPE A, GRADE 1. 32. ALL SUB -GRADE SHOULD BE TREATED -WITH LIME MEETING THE REQUIREMENTS OF TXDOT STANDARD SPECIFICATIONS ITEM 260. 33. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN AGENCY, APPROVED BY THE OWNER, FOR TESTING'MATERIALS. PROCUREMENT OF THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE, BY THE STANDARD TESTING PROCEDURES, THAT THE WORK CONSTRUCTED MEETS THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. 34. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO. THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES."' 35. SIGN LOCATIONS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION. 36. CONTRACTOR TO INSTALL CONSTRUCTION JOINTS IN CONCRETE PAVEMENT AT ALL PUS AND AS CONVENIENT TO PHASING OF POURS, WITH EXPANSION JOINTS EVERY 150 FEET IN BOTH DIRECTIONS AND SAWED DUMMY JOINTS EVERY .15 FEET IN BOTH DIRECTIONS. 37. CONTRACTOR TO SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO THE BEGINNING OF ANY PAVING WORK. 38. ALL EXISTING PAVING SHOWN TO BE REMOVED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR OFF SITE. (IF ANY) 39. ALL DISCREPANCIES FOUND BY CONTRACTOR RELATED TO UNDERGROUND UTILITIES OR OTHER APPURTENANCES SHALL BE RESOLVED TO THE SATISFACTION OF OWNER AND ENGINEER PRIOR TO PLACEMENT OF ANY PAVING. 40. ALL CURBS SHALL BE FLUSHED AT HANDICAP RAMP LOCATIONS PER THESE PLANS AND PER LANDSCAPE ARCHITECT PLANS (BY OTHERS) GRADING NOTES: 41. ALL SPOT ELEVATIONS ARE PROPOSED TOP OF PAVEMENT, OR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 42. CONTRACTOR TO ENSURE POSITIVE DRAINAGE I -Kum THE HE PROPOSED BUILDINGS AND NO ii PONDING IN PAVED AREAS. NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND PRIOR TO INSTALLATION OF ANY PAVING. 43. THE CONTRACTOR SHALL PROTECT ALL MANHOLE!, COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES WHICH ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. 44. ALL EXISTING CON ' CRETE PAVING, CHANNEL IMPROVEMENTS, SIDEWALK, STRUCTURES AND CURB DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY AND DISPOSED OF BY THE CONTRACTOR, OFFSITE UNLESS OTHERWISE DIR rTED BY THE OWNER OR ENGINEER. 45. ALL CLEARING, GRADING, COMPACTION AND SUB G RADE PREPARATION SHALL BE IN ACCORDANCE TO THE CITY OF COLLEGE STATION 3TANDARDS. 46. GRADING CONTRACTOR TO COORDINATE WITH THE FRANCHISE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR REL=71ONS. 47. THE CONTRACTOR SHALL CALCULATE HIS OWN EA RTHWORK QUANTITIES AND DETERMINE HIS BID ACCORDINGLY. 48. SEE LANDSCAPE PLANS FOR GRADING OUTSIDE OEPAVEMENT AREAS. SIDEWALKS SHALL FOLLOW SLOPE OF PROPOSED LANDSCAPE GRADE S AND REMAIN ADA COMPLIANT. CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE AND COMPLIANCE TO ADA SLOPE REQUIREMENTS ON ALL AREAS PRIOR TO ANY INSIALLATION OF PAVEMENT AND SIDEWALK.. REFER TO TCEQ DESIGlN GUIDELINES (CHAPTER 9:0) FOR ALL UTILITY CROSSINGS. STOP! CALL BEFORE YO DIG DIG TESS 1-800-DIG-TESS (at least 72 hours prior to digging} 'WARNING: CONTRA CTOR TO VERIFY PRESENCE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. GEOTECHNICAL "PORT JOB NO. Al 105006 11 TERPUNCON CONSULTANTS, C. COLLEGE STATION, TEXAS TULY22,2011 > BENCHMARK TYPE 2 TxDOT MO N 10200171.72 E 3556987.12 GPS 9 289.74 �m_ U) z 0 I avz"iI3 z W w (9 0 > co cfa 0) Y w (D w 0 _j m 0 XLL 0 0 z c; ce) W ce) C) C14 < a w M W1r) � 04 0 Z 0 z wo U0 It zr CK CD X¢ < (1) w w m a. 0 02 0) .10 0 Q W (D W w 0 > LIJ. < U') U) w (D w _j m 0 XLL 0 0 SHEET NUMBER C-02- w 0 z z Of 0 0 2 u z 0 z w V 0 w a w D a v ii Q w F Q 1.0 Luz Lu z co Gr U f?GrC, Lu Lu u - O y z u w w � z x W w w i5 a Q� o W �} z Lu w a. a z k rs _ � Q z 2 °OO m LLI oz OM1 Wy�� tom-• ', z =.U) Im w �@ o r 0 z }- A g in zO 0 9t P__ t•• REINFORCED PORTLAND CEMENT CONCRETE; MIN. COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS. \\\ #4 BARS @ 18" O.C.E.W. o 6 Ll •« f l 8" z 2 CARIFY & COMPACT 8" IN CONFORMANCE WITH TXDOT ITEM 260. MPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE CONTENT. LIGHT-DUTY CONCRETE PAVEMENT N.T.S. 114"R 28 -DAY CONCRETE STRENGTH = 4000 psi Q = #4 BARS 0= 314" X 18" SMOOTH EXPANSION DOWELS NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. P.T.'S AND P.C.'S TYPE "B" CONTACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. TYPICAL COMBINED CURB & GUTTER SECTION N.T.S- 6" 7" NOTES 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394, 3. NO PERIMETER FENCING OR GATES ARE PROPOSED AT THE PERIMETER OF THE PROPERTY. FENCING WILL BE PROVIDED AROUND THE SUN DECK AREA. REF. LANDSCAPE PLANS FOR DETAILS. 4. NO EXISTING PARKING SPACES ARE INCLUDED IN THE PARKING PROVIDED TOTAL. 5. SIGNS ARE TO BE PERMITTED SEPARATELY. 6. THE SITE IS NOT LOCATED WITHIN THE FEMA 100 -YEAR FLOODPLAIN BASED ON FIRM NO. 48041 C01 82C. REF. LOMR CASE NO. 08-06-2506P. LEGEND 10 PARKING COUNT =37 EXIST. PARKING COUNT T - - EXIST. FIRE LANE 1 EXIST. FIRE HYDRANT 7-I EXIST. WATER VALVE 919 W. UNIVERSITY DRIVE, EXIST. AIR CONDITION UNIT ROCHESTER, MICHIGAN EXIST. UNDERGROUND CONTACT: RAY BEHLING ELECTRIC [TQ EXIST. ELECTRICAL FAX: (248) 609-0425 TRANSFORMER INTERIOR PARKING ISLAND REQUIREMENTS -TxDOT LEASE TOTAL INTERIOR SPACES: 108 SPACES TOTAL INTERIOR ISLAND REQUIREMENT: 540 SF (45 / 15 * 180 = 576) TOTAL INTERIOR ISLANDS PROVIDED: 1,396 SF TOTAL END ISLAND REQUIREMENT. 1,080 SF (3 PARKING ROWS * 360=1,080) (180 SF REQUIRED AT THE END OF EACH PARKING ROW) TOTAL END ISLANDS PROVIDED: 1,080 SF (OVER 180 SF PROVIDED AT THE END OF EACH PARKING ROW) SITE DATA SUMMARY TABLE GROSS ACREAGE 0,97 AC, EX. PARKING SPACES REMOVED 14 PARKING SPACES ADDED 108 NET PARKING TOTAL 94 CITY OFt COLLEGE STA IT C� SEX, 14` HIKE AND -- 'EASEMENT _ ...... ......... .... - . - , 4 ✓ /�, . 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GRAND RIVER AVENUE ROCHESTER, MICHIGAN 48307 LANSING, MICHIGAN 48906 CONTACT: RAY BEHLING CONTACT: KEVIN McGRAW TEL: (248) 609-0406 TEL: (517) 703-2132 FAX: (248) 609-0425 FAX: (517) 703-2152 W KMCGRAW@CADDISDEV.COM 0 WNER APPLICANT/ENGINEER TEXAS' DEPARTMENT OF TRANSPORTATION KIMLEY-HORN AND ASSOCIATES. INC. 1300 NORTH TEXAS AVENUE BRYAN, TEXAS 77803 12700 PARK CENTRAL DRIVE, SUITE 1800 DALLAS, TEXAS 75251 CONTACT: BOB APPLETON CONTACT: KEVIN GASKEY, P.E. li TEL: (979) 778-9600 TEL. NO. (972) 770-1300 BOB.APPLETON@TXDOT.GOV FAX NO. (972) 239-3820 w U z O w 0 LLJS W J < Lij Zi 0 0 0 X. ILL O W Q O U U CL O W Q O U SHEET NUMBER C-03 CU Z 0� u A. w 0 W w to w cc 0- 0 z Z cu), oz W, W W z uJ ci 00 = 3uU.0 NOTES 1. ALL GRADING SHOTS SHOWN REFERENCE TOP OF PAVEMENT UNLLr-SS OTHERWISE NOTED. 2. CONTRACTOR TO VERIFY T.A.S. COMPLIANCE. FOR ANY QUESTION CONTACT CIVIL ENGINEER IMMEDIATELY. 3. REFERENCE GEOTECHNICAL REPORT FOR ALL SUBGRADE PREPARATION SPECIFICATIONS 286 286 LEGEND PROPOSED CONTOURS EXISTING CONTOURS CVCS, LLC LOT 2R-3 2.27 ACRES ZONED PDD CITY OFN COLLEGE STA [IN VICINITY MAP NOT TO SCALE GRAPHIC SCALE IN FEET 0 24 40 80 " T Lj -. -- A % - JL- UD`liter H -�' FDC p-F%Gtb) - 8p5 i7g,5@ FL LU SS � K I lo lfixq - ------ vi x -Al +i W -7-FL -FL- FL -FL - - - FL - FL- r -FL -FL- T "I Uw jj -14 "TV, in! FF 298.1 Ej nT '�I' 7 - FIX; FT1 4 1 PHASE 1B CVCS, LLC 3 A LOT 2R-1 -20 FF 300.8 15.22 ACRES ZONED PDD v29546 ztjo ou PHASE 1A M- " . I . � 7 X 295.80 ME m ig, ig L h 09-1 IMT ME x "I I 292' M E F f- 56 29 X m ME- --- . . . . . . . ---- -- 0 CONTRACTOR TO PREVENT 13 DAMAGE TO EXISTING TREES 96.20 6.0 lo I VIA 6.05 Ej j) ( ! 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V Y uj :D 0 C)0 xc) LL 0 6 z < CD ct) tl w w --j N Z z 0 cr- co Lr < < tp w w CL 0 02 0 a SHEET NUMBER C-05 N1 UJ U) F- z 0 > wQ. F- uj :D 0 C)0 xc) LL 0 SHEET NUMBER C-05 N1 m � Lu w o Lu z w � v x � w co U.0 z w w D Z a w ¢ Z A w puQi ww co K 6 U, Q E- .00 Iv w w I, 0 c z 'r wo � o WWZ 0 414 E] SILT FENCE --- (MIN. HEIGHT 24" ABOVE EXIST. GROUND) COMPACTED EARTH OR ROCK BACKFILL STEEL FENCE POST MAX. 6' SPACING, MIN. ,<<� CSL•-• /' < << EMBEDMENT=1' <<<L<L <LL<<�CL << <<<<<<`<<pC' WIRE MESH i�4,L <�LL<L s /"� BACKING SUPPORT . .4, ` / 4x4-W1.4xW1.4 MINIMUM <LL<<(��Ly' ALLOWABLE, TYP. CHAIN <<< <4` LINK FENCE FABRIC IS <`L� L`% ACCEPTABLE 6" MIN. TRENCH 6" m"i FABRIC TOE -IN SILT FENCE GENERAL NOTES: I. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWN SLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE UNE OF FLOW. WHERE FENCE CANNOT BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND G INCHES WIDE TO ALLOW FOR THE 3. SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN IS ATTACHED TO THE STEEL FENCE POST. THERE SHALL BE A 3 FOOT 4. OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 1/2" RAINFALL. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 5. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED'SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 6 Ci tY 50' MIN. z ac°� 0 w o CL TIL i CI\ i.CCUJJ-Jt.t� IIUIV' FABRIC CONSTRUCTION ENTRANCE NOTES: 1. STONE SIZE - 3 TO 5 INCHES CRUSHED ROCK. 2. LENGTH AS EFFECTIVE, BUT NOT LESS THAN 50 FEET. 3. THICKNESS - NOT LESS THAN 8 INCHES. 4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS, 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC O NOTES 1. EROSION CONTROL DEVICES AS SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF COLLEGE STATION ENGINEERING DEPARTMENT. 3. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT OCCURS THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4. OFF-SITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH THE CITY OF COLLEGE STATION EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH GROUND COVER PRIOR TO FINAL APPROVAL OF THE PROJECT. 5. THE CONTRACTOR SHALL STRIP AND STOCKPILE ALL TOPSOIL ONSITE IN THE AREA INDICATED BY THE OWNER PRIOR TO ANY FURTHER CONSTRUCTION.' UPON COMPLETION OF FINAL GRADING, THE CONTRACTOR SHALL SPREAD THE TOPSOIL ON THE SITE TO THE GRADES INDICATED ON THE GRADING PLAN. 6. SILT FENCE SHALL REMAIN UNTIL FULL VEGETATIVE COVER IS ESTABLISHED. 7. SILT FENCE SHALL BE INSTALLED ALONG THE R.O.W. AND PROPERTY LINES, AS INDICATED IN THIS PLAN. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING PERMANENT VEGETATIVE COVER IN ACCORDANCE WITH PART IV. D. 2. a. (2) OF THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION SITES, DATED JULY 6,1998. 9.1N ORDER TO COMPLY WITH THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY AND ALL OTHER AGENCIES HAVING JURISDICTION, THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL EROSION OR POLLUTION DEVICES, AS REQUIRED, DURING CONSTRUCTION. 10. FILING OF N.O.I. (PER EPA REQUIREMENTS) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE OWNER. LEGEND ---695- EXISTING CONTOUR 695--- PROPOSED CONTOUR X F8 FILTER BARRIER (SILT FENCE) ��V'0�'e,g'-eo'oo"_oojo 0 Q CE CONSTRUCTION ENTRANCE EROSION CONTROL SCHEDULE AND SEQUENCING TASK EROSION CONTROL MEASURES 1. ROUGH GRADING ALL PERIMETER SILT FENCE, ROCK CHECK DAMS & WLlj V)I- CONSTRUCTION ENTRANCEIEXIT SHALL BE INSTALLED PRIOR TO THE INITIATION OF ROUGH 0 GRADING. CHANNELS SHALL BE HYDROMULCHED UPON w THE COMPLETION OF ROUGH GRADING ' 2. PAVING INTERIOR SILT FENCE SHALL BE INSTALLED AS DIRECTED BY THE CITY OF COLLEGE STATION. ALL PRIOR EROSION CONTROL MEASURES INSTALLED ABOVE TO BE J MAINTAINED DURING PAVING AND THROUGHOUT THE REMAINDER OF THE PROJECT. INLET FILTERS SHALL BE Q INSTALLED IMMEDIATELY AFTER PAVEMENT IS COMPLETE. 3. FINE GRADING ALL PRIOR EROSION CONTROL MEASURES INSTALLED (n w ABOVE TO BE MAINTAINED DURING FINE GRADING AND THROUGHOUT THE REMAINDER OF THE: PROJECT. 4. FINAL EROSION CONTROL MEASURES TO BE REMOVED AT THE N CONCLUSION OF THE PROJECT AS DIRECTED BY THE CITY w OF COLLEGE STATION, CITY COLLEGE VICINITY MAP NOT TO SCALE GRAPHIC SCALE W FEET 0 20 40 80 R ADWAY, MUST BE REMOVED IMMEDIATELY. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF \ �"�" r• 1;,: t t , � , f THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER 7. DRAINAGE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO 7. AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 8. CONTRACTOR TO COORDINATE EXACT LOCATION OF THIS DETAIL. CONSTRUCTION OF A FILTER BARRIER CONSTRUCTION ENTRANCE 1 -s F` ' _-- -- �• 1 t 1 _ \ N.T.S. i9 - FB N.T.S. I /i t 7 � .._,-- - �.---- � ` --�,-• .�• `, V LOT 2R-3 2.27 ACRES ` v v v r. 7 ,1 ' LOT 2R-2 \_ ZONED �- �i ' ' t;i t f� m PDD y 7.10 ACRES : ris' _ r 11} l , f ; ZONED=' ;1 - ; j `[ , m s , i1 ,� �'`} `v ...1 \ I,i2E; t _ter-•.•_'� W�'*.' i PDD � � • URF r,'-:? U � ;� i ;svl; U U - i��' ,�i� -'�� U ,`.43 s ! � �, t� t r✓�,--'_ � 1.-.- ...�-f�-"_-- V2 _.--••"� Y t ?tri --+i tr.---•-"'--� tG-i Iii {��=`•. Ki, � �.--• Y \ : a! ter' ?:�.-J[_)si_�?_�� L� 3 \ r _ .. - " �- I 1 3 !, J IR N 8 °53141" 279.5 ' FDC ,I FL k1 1 i " - _ _,...i.l. ,,s 55 >., - _.__ _- _ ss -- -- _ __-_;! tit i�.-�� t - ' T�•�� -i :r _ __ ...v....- i 'i 't. l...1._ +t:1-;�.�. :`;-!- I�- _ ,!----'-... __ _ __, I __ _- - �� ft _�-"• % I , i ''es „ .... ,....-_,.,._ .--lt;:•+12;:1 _.�.--' t ' 1 , �-�"`�� r. / r• • JI, --AFL- ,-FI - -F<-� - - F<- -- -FI .-� e1'' f = ;. ! - IJ , , \ �t R� .��.�,,�'-",fa ��1„�>> i^l - 1 • ss tt J-- , it ,i Y i ! j l -.t � � ''"'.�-•--'"`" ° '� %," `..?j �' 4.,"`• �~ I • 2 1 t 0 f t`- 1 FDC 90 . ?' P i�' `u, PHASE 1 Bj, ./ _.. __ Il ,� ; I.. •_ LOT 2R-1 J 4 1 _,. �.. ` ' t`! • i ! t !; - i•I-, 4 } v �.� f•Y' �., F�.'� -C t Q t .15.22 ACRES 1�, t v , .r _ ... 2 ZONED ' PDD i r f �_ -' 1 �- ..► `'? �9 PHASE 1A f - I _�- \ P` M:{ ..,... = I i ?Rr( !moi 'fin !'��',� f` 7 f _ t 6 , . - �„r. sY,i '',-s.^i _-� -._ - - 4,, i+51' _ G f,' 1 "all L t+�Ki i� ��--' �,d�-••�'}7_ �_. - nr!,, rr 'r R'tTiTlffililiif'{l 'd _-' - [y'_; r 1 -„,,. - / r -� , �- %m"">r'rtri_ =•1 _ _`= `'_ y_i�- .d j FL " w+' ' _ `-�EIF�!'_"_......__....-,_-..-.,.._....__.-._.__._ \. IL FL LFLLL LFL O N i g1 / 15 w /8FB__CE. Ft )_ --t z I FL FL - 1•-F i - -�? -I -- L-' - (FL -Fi -FL FI - t ' iso ° 52 �' - t"� -•-I --- �- "� � _ � ._ _ ! _-- r-- -�'- � - -� ' -,- - - - - •-- -- - ' Ott --p � - _ ""' I ! � t �•-` iT � 2g3 �• - � ' _ 2 ' �� / I � (y � I f•30 I FFFT__ -� \ I 0. q , .► - `l - O 291 9Q' 2g r �..,...... .._ .,.. 89°58'32',\ E 315.76 a ° ,,,,,••� 29 r--'' i' �.. 7 9$' • .:29� a 2 i/ t28 LU �'py �9 299 .% 297 ' :----577�5� UJ r g5 2� 293 . - ... -..• r ,,,,,, ; -" J _ - _ ` ,` - � I I t- 296 2 , �� ! 0 14 - , - _..- ... ... FB N89°58'32" WV .-323.00' _.. _ - _ 1�� .,._.. ..-.. __ _....... .300. ..- _. -- ._._ .. DOT L E LINE 99 PROPOSED Tx ERtS • 298 Z _ .._.._.. - Y,_ -2 295 294 _ , _ > --. _ > .. 293 _.._ .... _ ......-........ - y 294 `-` `'• '\ 296 -_....._. �._...._ ..._ ..._....._. L _ 29, . - .-., . ,... TxDOT R.O.W. w U) z O Lu It rq C? Qi w !- .11 c: co� p mV rn N LL o 0 QMH , ..,1... 0r� 0 N u` V! CD Ic\. 2 Qa}'�w �• O IL z CD + > W 3�, (o o w t tC-4 -_ w-- 0 ww U0 OFa w o yt SARAH T. WILLIAMSON t�........108962...., R �CI 151 � z WLlj V)I- < 0 .J w ( X W 0w J 0 Q X F- L.L O" I- o (n w U C1 U Iz- o N <w w m n z. ,3.s z SHEET NUMBER O E w (Lo a 0 n U W � O WLlj V)I- < 0 .J W � u') > W 0w J 0 Q X F- L.L O" I- (n w U O O�� C) Q i� \ 0 z O (n w / / C1 U >4 y z z 0 x w Y SHEET NUMBER VV6 U a w a U Z U z C6 w Q U O rn Q 0 z Q z O w 2 Y m U) 3 a LL F4 C 0 u A F - 7G LL F uU.' q a U Z o o a o nH a o qOQ cn k a " F w Qz �3 C g w C F zap � oma, co o w alp W W aQo 0 3x� z F - w Ca Q > U zw o 03¢ca aQa TOTAL F - LANDSCAPE POINT CALCULATION SYMBOL TAG QTY. SIZE SCIENTIFIC NAME COMMON NAME TYPE POINT VALUE POINT REQUIRED UC 4 2.5" CAL. ULMU§ CRASSIFOLIA CEDAR ELM STREETSCAPE TREE 150 600 EQUAL) PER 1,000 SQUARE FEET (OF BED) TO ENTIRE BED. BED SHOULD BE TILLED TO A MINIMUM DEPTH OF 6"-8(. TO 22 2.5" CAL. TAXODIUM DISTICHUM BALD CYPRESS STREETSCAPE TREE 150 3300 (628 / 50)(300) = CANOPY TREE SUBTOTAL 3,900 O RI 64 MInI RAPHIOLEPSIS INDICA INDIAN HAWTHORN SHRUB 36" HT. MIN, 10 640 CANOPY TREE POINTS: 1" OF COMPOST AND 3" OF MULCH ON TOP OF ROOT BALL. 50% OF TOTAL REQUIRED POINTS 21266 POINTS 3,900 POINTS SHALL BE PROVIDED BY CANOPY HE/SHE DEEMS FIT, HOWEVER, HE/SHE WILL BE HELD LIABLE FOR ANY DAMAGE CAUSED TO THE TREE DUE TO IMPROPER STAKING METHODS FULL (INCLUDING ABSENCE OF STAKING), AND WILL BE RESPONSIBLE F � � OR ADJUSTING AND/OR REPLANTING TREES WHICH ARE NOT HELD UPRIGHT DURING TOTAL POINTS: 5,034 - 503 = El LAWN* 3,180 SY SOLID SOD CYNODON DACTLYON COMMON BERMUDA SOLID SOD, SAND FILLED JOINTS N/A N/A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SHRUB SUBTOTAL 640 *GROUTED RIVER ROCK CAN BE INSTALLED IN LIEU OF SOD, SEE DETAIL F ON SHEET L-02. TOTAL POINTS 4,540 "II / I I / FL --FL-- - -Fl cp ' LOT 2R-2 7.10 ACRES II I ZONED II I PDD T -0v+ F 011;Ty, ov-I--• : - II L N 8 °53'49" 279.50 FE: Q^ �_�✓ S FL SS----- SS . FL -SS SS SS SS W ,, ,,, 1 11 I I FL- - -FL- Ft -FL - - FL- - -FL Q , - - - Y ,.9, r _� i4• � P;7 RI INNp LOT 2R-1 15.22 ACRES c0 k i ZONED PDD EXISTING PHASE 1A LANDSCAPE TO REMAIN (TYP.) =r L 1 FL- FL _- - � �� m m L \..r,,./ 12 r Uc A -a \, CONTRACTOR TO PREVENT DAMAGE TO EXISTING TREES kL DURING CONSTRUCTION OF ADDITIONAL PARKING AREA 0 sFL ,11 FL ri � +.� �. _..,.�..,•--pian �11� � � i� PARKING SPACE PROPOSED TxDOT SCREENING (TYP.) LEASE LINE n Z n . f_® Irv- FDCcel4, i PHASE 1B M LANDSCAPE REQUIREMENTS i10 STOCK.' ONE CANOPY TREE FOR EVERY 25 LF 2. CONTRACTOR SHALL STAKE OUT TREE LOCATIONS AND BED CONFIGURATION FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. OF FRONTAGE SHALL BE INSTALLED: 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS TOTAL STREET FRONTAGE: 628 LF INSTALLATION AS SHOWN ON THESE PLANS. L NS. REQUIRED PARKING SPACE PROPOSED TxDOT SCREENING (TYP.) LEASE LINE n Z n . f_® Irv- FDCcel4, i PHASE 1B M LANDSCAPE REQUIREMENTS STREETSCAPE REQUIREMENTS: STOCK.' ONE CANOPY TREE FOR EVERY 25 LF 2. CONTRACTOR SHALL STAKE OUT TREE LOCATIONS AND BED CONFIGURATION FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. OF FRONTAGE SHALL BE INSTALLED: 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS TOTAL STREET FRONTAGE: 628 LF INSTALLATION AS SHOWN ON THESE PLANS. L NS. REQUIRED PROVIDED TOTAL TREES: 26 26 POINTS PER PROJECT AREA: 6. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE PROJECT LANDSCAPE ARCHITECT OR THE OWNER. TOTAL DEVELOPED SITE AREA: 42,184 SF 7. PLANT BED PREPARATION PROCEDURE SHALL BE TO ADD 3" OF COMPOST AND 20 POUNDS OF ORGANIC FERTILIZERGREENSENCE SYSTANE OR MINIMUM LANDSCAPE POINTS REQUIRED EQUAL) PER 1,000 SQUARE FEET (OF BED) TO ENTIRE BED. BED SHOULD BE TILLED TO A MINIMUM DEPTH OF 6"-8(. (30 POINTS/ 1,000 SF OF SITE AREA): 1,266 POINTS THREE HUNDRED ADDITIONAL LANDSCAPE 7.0 PH. POINTS SHALL BE REQUIRED FOR EVERY 50 9. IF ROCKS ARE ENCOUNTERED, REMOVE TO A DEPTH OF 4" AND ADD 4" OF FRIABLE FERTILE TOP SOIL TO ALL SODDED AREAS. GRADE ACCORDING LF OF FRONTAGE ON A RIGHT-OF-WAY: TO ENGINEER'S GRADING PLAN. (628 / 50)(300) = 3,768 POINTS A 10% POINT CREDIT WILL BE AWARDED FEET. FOR LANDSCAPE PLANS THAT ARE 11. ALL PLANT BEDS SHALL BE TOP DRESSED WITH A MINIMUM OF 2" OF SHREDDED HARDWOOD MULCH. PREPARED BY A LANDSCAPE ARCHITECT 12. PROVIDE STEEL EDGE BETWEEN ALL PLANT BEDS AND LAWN AREAS UNLESS INDICATED DIFFERENTLY ON PLANS. REGISTERED IN TEXAS: (5,034 *.10) _ (503 POINTS) REQUIRED PROVIDED CANOPY TREE POINTS: 1" OF COMPOST AND 3" OF MULCH ON TOP OF ROOT BALL. 50% OF TOTAL REQUIRED POINTS 21266 POINTS 3,900 POINTS SHALL BE PROVIDED BY CANOPY HE/SHE DEEMS FIT, HOWEVER, HE/SHE WILL BE HELD LIABLE FOR ANY DAMAGE CAUSED TO THE TREE DUE TO IMPROPER STAKING METHODS TREES. (4,531*.50) = 2,266) (INCLUDING ABSENCE OF STAKING), AND WILL BE RESPONSIBLE F � � OR ADJUSTING AND/OR REPLANTING TREES WHICH ARE NOT HELD UPRIGHT DURING TOTAL POINTS: 5,034 - 503 = THE WARRANTY PERIOD. 4,531 POINTS 4,540 POINTS EXISTING TREES REMOVED: 2 BALD CYPRESS * NOTE: THESE TREES HAVE BEEN ADDED IN THE TxDOT LEASE AREA AND DO NOT CONTRIBUTE TOWARD THE LANDSCAPING POINTS. CITY OF COLLEGE STA IT VICINITY MAP NOT TO SCALE LOT 2R-3 \ \ 2.27 ACRES r\ ZONED r PDD Ir \ 06 r \r \r / / t / >/ F� GRAPHIC SCALE IN FEET 0 20 40 80 TxDOT R.O.W. 13 • > >>- •,�• PARKING SPACE SCREENING (TYP.) >- > GENERAL LANDSCAPE NOTES AND SPECIFICATIONS " CAU TION! ! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY 1 DISCREPANCIES ON THE PLANS. N I' STaP! DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) 1. PLANT MATERIAL SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK.' 2. CONTRACTOR SHALL STAKE OUT TREE LOCATIONS AND BED CONFIGURATION FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE PLANS. L NS. 4. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE THE DRAWINGS SHALL PREVAIL. 5. LOCATE ALL UTILITIES PRIOR TO DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED BY HIS/HER WORK. 6. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE PROJECT LANDSCAPE ARCHITECT OR THE OWNER. 7. PLANT BED PREPARATION PROCEDURE SHALL BE TO ADD 3" OF COMPOST AND 20 POUNDS OF ORGANIC FERTILIZERGREENSENCE SYSTANE OR EQUAL) PER 1,000 SQUARE FEET (OF BED) TO ENTIRE BED. BED SHOULD BE TILLED TO A MINIMUM DEPTH OF 6"-8(. S. EXISTING SOIL SHALL BE REASONABLY FREE OF STONES, LUMPS OF CLAY, ROOTS AND OTHER FOREIGN MATTER. ACIDITY TO BE BETWEEN 5.0 AND 7.0 PH. 9. IF ROCKS ARE ENCOUNTERED, REMOVE TO A DEPTH OF 4" AND ADD 4" OF FRIABLE FERTILE TOP SOIL TO ALL SODDED AREAS. GRADE ACCORDING TO ENGINEER'S GRADING PLAN. 10. LAWN AREAS SHALL HAVE 4" MINIMUM FRIABLE TOPSOIL AND BE TREATED WITH FERTILIZER APPLIED AT A RATE OF 20 POUNDS PER 1,000 SQUARE co FEET. co 11. ALL PLANT BEDS SHALL BE TOP DRESSED WITH A MINIMUM OF 2" OF SHREDDED HARDWOOD MULCH. 12. PROVIDE STEEL EDGE BETWEEN ALL PLANT BEDS AND LAWN AREAS UNLESS INDICATED DIFFERENTLY ON PLANS. 13. ALL DISTURBED AREAS NOT INDICATED AS PLANTING BEDS SHALL BE SEEDED BY CONTRACTOR TO PROVIDE AN ESTABLISHED TURF AREA. 14. TREE PLANTING PITS SHALL BE BACKFILLED WITH TOP SOIL, AND CLEARED OF ALL ROCKS, LUMPS OF CLAY AND OTHER FOREIGN MATERIAL. PLACE 1" OF COMPOST AND 3" OF MULCH ON TOP OF ROOT BALL. 15. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE FOR SUGGESTION ONLY. THE LANDSCAPE ARCHITECT SHALL USE WHATEVER METHOD =Z LLI 0 HE/SHE DEEMS FIT, HOWEVER, HE/SHE WILL BE HELD LIABLE FOR ANY DAMAGE CAUSED TO THE TREE DUE TO IMPROPER STAKING METHODS LANDSCAPE NOTES: (INCLUDING ABSENCE OF STAKING), AND WILL BE RESPONSIBLE F � � OR ADJUSTING AND/OR REPLANTING TREES WHICH ARE NOT HELD UPRIGHT DURING Y U THE WARRANTY PERIOD. 1. A FULLY AUTOMATED UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR 16. TREES SHALL BE PLANTED AT LEAST 4 FEET FROM ANY RIGHT-OF-WAY, CURB, WALK, OR FIRE -HYDRANT, AND OUTSIDE ALL UTILITY EASEMENTS. IN THE STATE OF TEXAS AND SHALL BE OPERATING PRIOR TO ANY PLANT MATERIAL BEING INSTALLED. 17. TREES SHALL BE PLANTED AT LEAST 8 FEET FROM ANY PUBLIC UTILITY LINE. ¢ 18. TREES OVERHANGING WALKS AND PARKING AREAS SHALL HAVE A CLEAR TRUNK HEIGHT OF 7 FEET FROM FINISHED SURFACE GRADE. 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), ORA 19. TREES PLANTED ON SLOPES SHALL BE PLACED IN PLANTING PITS OF ADEQUATE DEPTH SUCH THAT THE SOIL STAIN AT THE BASE OF THE TRUNK PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT MATCHES THAT OF THE AVERAGE GRADE OR SLOPE. SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 20. DURING THE WARRANTY PERIOD, THE OWNER, TENANT, AND/OR THEIR AGENT (IF ANY) SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL 3. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED INCLUDE -BUT NOT BE LIMITED TO- MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO THE PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR CITY ORDINANCE 2394. THE SEASON OF YEAR. PLANT MATERIAL THAT IS DAMAGED, DESTROYED, REMOVED, OR SHOWING MORE THAN 40% DEFOLIATION, SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR SIZE AND VARIETY WITHIN THIRTY (30) DAYS. 4. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 21. CONTRACTOR SHALL WARRANTY PLANT MATERIALS TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER THE FINAL ACCEPTANCE. 2394. WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS FO PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM, OR NEGLIGENCE ON THE PART OF THE OWNER. 22. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS. 23. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED TO MAINTAIN ALL LANDSCAPE AREAS. OVER SPRAY ON STREETS AND WALKS IS PROHIBITED. } m w Q U � Q W ~ N CP L ■� JNLL = o 0MLL LL CO O N z C 00 � z LL F_- w Z z z ■� >MW (� „ Qoo J r w Z W U' W Z W v0'^ VJ X CL ¢ w C ~ ❑�❑ 101ayHorn and Associates, Inc. R.L.A. JOHN A. FIELDER L.A. No 2344 Date MARCH 2013 SHEET NUMB 0 O co U co w U LO W N a =Z LLI 0 J z Y U 0a H ¢ cn ¢ w SHEET NUMB