Loading...
HomeMy WebLinkAboutDrawingsSTAT 0 RI 2.33 01 , r .FL18 IN(S)2§8 3 �. EX.FL24', 6T(N.. r 4.15 �\ fi e\ f fr re's \ \ r IVY W. rte. t,' _.««.«..««...._ ................. r r r.. li ✓ Lj f # C5 t r� / NII, All ..................................... ............. ..«.««._.............. 9 •� / ~.`.. >, \` `........................................ �.. _ \w #{ PROP 90111 STM SINK ID 1.00% ;,,� firs ,;,. J � � €� # ,,,�'"� € '�� ,�� •, ti,�\ \\ � � � � �� :............................. rfi '^f ^' / � �r � •' I� le • 4 \ l � PROP 88 -INLET .......................... -.� � .•..... .... i J 41 r ..... __... 'fl't- 1301.90 E ...I jj # i E E• I r , E EXIST JUNCTION BOK�' � ; P P SAN DROP M 2 �� � ""'""""""""" (3°•: TOP304.00 .......... 319.75 50 r �^ EX.FL18"(E)301.20 B NW)309.50 [ 1 —FLAY(S)I301-.00 -N)2 ..� _ EX:Ft18'`{'N)-298:0$• t; .� ._. _ «_........................ __ .. _.._«_ « :::::::: __ __« .........::::......: _ __ «« �.. y._« ..., ... ... - .......................... . .. _ ... ..._... ..«_«..« ...` Y .�.� t , :r> •Y'i, E«nr ... r. ^^,� 3 ._..,..» «......««............................. ? I«..... a >\ <1.1�47 ... ................ ` 0 E 1� _ _r• 1 •r. eA,PROP 44,-6* PVC --� • , ill - ! Id - O INN o _ iiia MA JUNE, iI f■ ! �i�i�i�illi�i�i�i ������� M •.O. DOMESTIC W�L I00iJ? \ PROP BB -INLET �r Uj j• r U. LLJ :•.- �J­ � r' R.O. W. Curve Number I STM SWR 0 0.50% cT. 4tOA¢ Z O PROP 23-12" PVC r STM SWR ® 1.00% ... E E E NO CONNECT PROP :� M» V A < G I Ct> _-_._I_.____-.LOWER-•EXIST TOP -T0.-308.75.._-_ - SANITARY SEWER FL121N(E)299.24 CONNECT PROP WATER N I TO EXIST. SANITARY > Lj ^., UNE SERVICE STUB' 1 SEWER SERVICE STUB: «' o w� FL6 (SE)309.06f r C5.0 :. (FIELD VERIFY) • ''Fw.® ` wa E CONTINUATION INSIDE THE BUILDING 20 EXIS11NG 3-4" PVC CONDUIT STUB -OUTS FOR ELECTRIC SERVICE WILL BE INTERCEPTED AT PROPERTY UNE AND EXTENDED FROM DO ING TRANSFORMER (120/208V) AS I Z) C.. DO NOT EXIST AT 1 Ito CIL �3 CONTRACTOR TO FIELD —90' AND EXISTING STORM', SEWER FLOW LINES PRIOR TO INSTAWNG PROPOSED STORM SEWER. MAINTAIN 2' COVER TEE U U 1 -CF a 0 E 1� _ _r• 1 •r. eA,PROP 44,-6* PVC --� • , ill - ! Id - O INN o _ iiia MA JUNE, iI f■ ! �i�i�i�illi�i�i�i ������� M •.O. DOMESTIC W�L I00iJ? \ PROP BB -INLET �r Uj IL TG308.45 E; Curb U. LLJ :•.- �J­ PROP 21'-18" PVC R.O. W. Curve Number I STM SWR 0 0.50% cT. 4tOA¢ Z O PROP 23-12" PVC r n '+c'". Li Uj STM SWR ® 1.00% ' E E E E CONNECT PROP STORM SEWER W I TO EXIST. STORM SEWER JUNCTION BOX G I Ct> _-_._I_.____-.LOWER-•EXIST TOP -T0.-308.75.._-_ - C� FL121N(E)299.24 CONNECT PROP WATER N I UNE TO EXIST. WATER r' _...i > FL18"IN(S)299.24 3 { UNE SERVICE STUB' 1 Top of Grate f i i o FL 42.25 - Detail Number 0 E 1� _ _r• 1 •r. eA,PROP 44,-6* PVC --� • , ill - ! Id - O INN o _ iiia MA JUNE, iI f■ ! �i�i�i�illi�i�i�i ������� M •.O. DOMESTIC W�L '`••.�J,,,� •: [i n. •Ait C♦t� jt'^�:F= lA T:"• 11�1�f,^^^ EASEMENT .•'A CS T._«i dE tT `,•.EYrttl,;., t"1var,._•. %..' .::..E•r,».irt \.c. .1C.:s..,..• uE;a._s:. W.r•,_;[_,r:._[vt R GE Eif, f'�r' w%%]I,:R-r �^ Fr>t>'�:�'�-\ r; �`\[...Y F:.. e, [•Y• I00iJ? \ PROP BB -INLET j IL TG308.45 E; Curb FIRE HYDRANT FL120(SW)299.4& LLJ :•.- �J­ PROP 21'-18" PVC R.O. W. Curve Number I STM SWR 0 0.50% cT. 4tOA¢ Z Curb Inlet/Grate InletILD PROP 23-12" PVC I STM SWR ® 1.00% ' E E E E CONNECT PROP STORM SEWER W I TO EXIST. STORM SEWER JUNCTION BOX G I Ct> _-_._I_.____-.LOWER-•EXIST TOP -T0.-308.75.._-_ - C� FL121N(E)299.24 w a FL24" OUT(NW)299.24t I FIELD VERT > FL18"IN(S)299.24 3 { I 1 Top of Grate f i i '`••.�J,,,� •: [i n. •Ait C♦t� jt'^�:F= lA T:"• 11�1�f,^^^ EASEMENT .•'A CS T._«i dE tT `,•.EYrttl,;., t"1var,._•. %..' .::..E•r,».irt \.c. .1C.:s..,..• uE;a._s:. W.r•,_;[_,r:._[vt R GE Eif, f'�r' w%%]I,:R-r �^ Fr>t>'�:�'�-\ r; �`\[...Y F:.. e, [•Y• 1 "=20' LEGEND 4 O EXISTING PROPOSED Curb ---- -- LLJ :•.- �J­ � R.O. W. Curve Number — — — — cT. 4tOA¢ Z Curb Inlet/Grate InletILD 0 r 0 Cn. l.9 -... y' z •ate Gas U ! Lo i" - U3 < r•. G I Ct> --. -- — -- —�� C� 3 a w a 0 TP 42.25 > TW 42.25 Finished Grade +`��'.°1 FG 42.25 U 1 Top of Grate "\ O + �, TG 42.25 � o FL 42.25 - Detail Number 1 "=20' All , GENERAL CONTRACTOR FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE IMPROVEMENTS SHOWN 04, THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE ,SHOWN SUBSTANTIALLY HEREON. 1 HEREBY _.___.__-..-.___.CERTIFY-THAT--TO THE--BEST--OF -W--KNOWLEDGE; -THAT-THE-MATERIALS— OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY HEREON.'' GENERAL CONTRACTOR O LEGEND 4 O EXISTING PROPOSED Curb ---- -- Edge of Pavement T R.O. W. Curve Number — — — — Storm Sewer/ MH 4tOA¢ Z Curb Inlet/Grate InletILD 0 Sanitary Sewer/MH/Clea out—i-------—a-�-- Water Line/Fire Hydrant Valve -- #--#- ---(�- Gas , • • a••�r Electric • •---- �— ••—•— Phone --. -- — -- —�� Fence 3 a Slope Top of Pavement TP 42.25 Top of Sidewalk TW 42.25 Finished Grade +`��'.°1 FG 42.25 U 1 Top of Grate "\ O + �, TG 42.25 � Flow Line FL 42.25 - Detail Number 5 Detail Sheet Number C5.0 CONSTRUCTION NOTES: • ''Fw.® RE: MEP PLANS FOR CONTINUATION INSIDE THE BUILDING 20 EXIS11NG 3-4" PVC CONDUIT STUB -OUTS FOR ELECTRIC SERVICE WILL BE INTERCEPTED AT PROPERTY UNE AND EXTENDED FROM DO ING TRANSFORMER (120/208V) AS SHOWN BY DEVELOP /CONTRACTOR. IF 3-4" PVC CONDUITS DO NOT EXIST AT SFOMER THEY WILL BE INSTALLED AND Ito C TO W �3 CONTRACTOR TO FIELD VERIFY EXISTING TOP OF JUNCTION BOX AND EXISTING STORM', SEWER FLOW LINES PRIOR TO INSTAWNG PROPOSED STORM SEWER. MAINTAIN 2' COVER i All , GENERAL CONTRACTOR FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE IMPROVEMENTS SHOWN 04, THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE ,SHOWN SUBSTANTIALLY HEREON. 1 HEREBY _.___.__-..-.___.CERTIFY-THAT--TO THE--BEST--OF -W--KNOWLEDGE; -THAT-THE-MATERIALS— OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY HEREON.'' GENERAL CONTRACTOR O 0 4 O 80 O r O T N 0111_-11 4tOA¢ Z IO 0 0 W � �� F- z z ,�•� m 0 Q.r WU' O 0 m, ¢ Z Z C., m� 0 la 3 a 0 FH W ii• • �'S X • ''Fw.® W Ito LL U U W a ma' E Qj 0 00 W Z � _..{ Z C VCL Z w O o F I� C/) �; Z W J OW CL J V ~i W �O r 0 U12N CD cZ U G 7 Z CL tiJ W E-• E- W d Q x I i . O m z o,; O O ¢�o 0111_-11 4tOA¢ Z IO jz- G fY+ LL W � �� F- z z ,�•� m 0 W WU' O 0 m, ¢ � o, C., m� 0 la 3 a ii• • �'S X • ''Fw.® E Qj 0 00 W Z � _..{ Z C VCL Z w O o F I� C/) �; Z W J OW CL J V ~i W �O r 0 U12N CD cZ U G 7 Z CL tiJ W E-• E- W d Q x I i ...................... ............. A STRUCTURE I ........... TOTAL AREA G52 ACRES X" C M b ............ . ........ , KIIIA11 To* 10 MINUTES EXIST JUNCTION f BOX........ . ................ j 117 �4 ri tz, 711\1, . .......... . .. . . ...... . .......... .................... ------------- .......................... ........... . .. ...... ...... ...... •_... . . ...... ...... .. . . ...... 77 . . ......... f............. 7- 7 \N 77"w, Z" ............... ............. ...... SHEET FLOW TOTAL AREA = C 2 ACRES C = 0.90 To= 10 MINUTES EXISTING JUNCTION L Al Box ILI W > CL M Ld X W V }f / /' tt }i y` 11L % if IST PiPPI 1NE f 6EMEN'T PG, 50 < r ------ -------------- C) LL. CL I? C, C! z FA 02, ANIIIII1111111 NONE TEN Mas MUN921 I kk'9 h VONAI, IBM I ���■■�■���+i��iin�■1 ■111111■, ----------------------- 711 VV Lj ff , 6' I N f 14 0000" ,.;i & ZJ tUtY Now ---WOOOP Wj f rr STRUCTURE 2 if TOTAL AREA = OAO ACRES C 0.90 Td, 10 MINUTES ff , »....F.».»_...__ .. ....... PIPri E_' I -i- AouiLA, SOi)TIMMES EASU W E 9-77 50 33 7 L . ......................»................ 0 qQ.: 0 U) 0 vO 0 CD (V) 0 Lli z 2 F_ z z z n 0) 5 > 0 W z z W 0 < 3 W W qQ.: W cc -z SCALE: 1 *=20' 0 LU LU 0 opo ti S NFP D x �Z 0 X. zz :z ORO- W 0. CD iW F_0 IL LEGEND LU a;:Lu <'I , &L EXISTING PROPOSED Curb Edge of Pavement R.O.W. Curve Number Storm Sewer/MH 0.— Curb Inlet/Grate Inlet E9 0 Sanitary Sewer/MH/Cleanout 0 Water Line/Fire Hydrant Valve Gas Electric Phone Fence o� 19G C Slope Top of Pavement+i��QTP 42.25 Top of Sidewalk TW 42.25 A�% o Do Finished Grade FG 42.25 ,L%.* 9% Do Top of Grate TG 42.25 Flow Line FL 42.25 �oa�. Detail Number 5 Detail eet NumberC5.0 P4 Pill 0 4M Is ) Or" 'E .0 cog &4 o a 12 0 U) 0 vO 0 CD (V) 0 0 F_ z z z 0) (1) W z z W 0 < 3 W W W _J W < Lr)[ O_ 0 W 0 0 _r TOWER POINT INFRASTR GENERAL CONTRACTOR FOR W 0 < to z IMPROVEMENTS SHOWN N THIS SHEET WERE ACTUALLY BUILT, AND THAT Z IMPROVEMENTS-AREI--SHOWN-SUBSTANTLALLY-- HEREON. - - -A - HEREBY-- —Cf)-- 01- W CL__j 1111 __CERTIFY THAT TO, THE BEST OF W KNOWLEDGE, THAT THE MATERIALS a. �_ _j OF CONSTRUCTION AND W cc -z SCALE: 1 *=20' 0 LU LU 0 opo ti S NFP D x �Z 0 X. zz :z ORO- W 0. CD iW F_0 IL LEGEND LU a;:Lu <'I , &L EXISTING PROPOSED Curb Edge of Pavement R.O.W. Curve Number Storm Sewer/MH 0.— Curb Inlet/Grate Inlet E9 0 Sanitary Sewer/MH/Cleanout 0 Water Line/Fire Hydrant Valve Gas Electric Phone Fence o� 19G C Slope Top of Pavement+i��QTP 42.25 Top of Sidewalk TW 42.25 A�% o Do Finished Grade FG 42.25 ,L%.* 9% Do Top of Grate TG 42.25 Flow Line FL 42.25 �oa�. Detail Number 5 Detail eet NumberC5.0 P4 Pill 0 4M Is ) Or" 'E .0 cog &4 o a 12 0 W I -- F_ z F-10 Z C0 lW W W 0 < z EL— Z W _J W < Lr)[ O_ 0 > W �""!� _r TOWER POINT INFRASTR GENERAL CONTRACTOR FOR W 0 < to z IMPROVEMENTS SHOWN N THIS SHEET WERE ACTUALLY BUILT, AND THAT Z IMPROVEMENTS-AREI--SHOWN-SUBSTANTLALLY-- HEREON. - - -A - HEREBY-- —Cf)-- 01- CL__j 1111 __CERTIFY THAT TO, THE BEST OF W KNOWLEDGE, THAT THE MATERIALS �_ _j OF CONSTRUCTION AND I SIZES OF MANUFACTURED ITEMS, IF ANY ARE Q_ 0 IY- W 0 STATED CORRECTLY HEREONA) C) O CD O to W '3 ul c. 4 03 a o LU in a >!�/; �• � •' ,�:�`� �� � :, iii . � �: ,r'; ;': f '•:� • f ''`` ,' � /.(! •f r f I�'> � r,! :l7 ell 17 �'' /: >t�. „_ ,1('`/ / t./ li ;'.i /i /i l! %i r ( : f t / r f / f I .• i 18... TW320.36 BW312.30'�;'� r201r BW310.1 j-_ , `�•, TP TP308. ' TP308.30 t TP308.40 t i t t I �.. `. i ;i �• ' -' TP 09.05 \ ��•� I i t S :i tt �l �\ '�� TP 09.65 CD t i I > / 7 ♦ t t i (. ./ / '' �•'''� i } } i �•'^,� iE Q'j 11� ti7V9.1 W 309.21 = t i J : t i �f• a. i r, •Lti;.� / 1 i ; ilii t ,•✓ lee it 1 1 I i i ,t i rrrrr. r' { i f • ) I f 1 r t ,.., r V�tA � A-' Com' �� •`� 1. ._...............� ` ; .._.._.."y...._...._ [{� `16) ! M TP318 85t `• _ _» ,� I� J i , .,. ,., PROP •; ; . :j0 MIN 1 SC FG318.80ldfi 9.00 '-TP318.50.0 0pap _....... _... 31_. , 0 M. �TP�18-TO 87TP318. 0TC320.85 i TP318. TG318610 TP320.35 ! TC320.85 t TG318.00 \ TP320.35 �T1319.45 Lj rtit i� `,; ,� _. .......�; •.........._-_._ _....._._.._. .....----'r � .»?-•. ._..........._. .. t f �` .. (L N r T z =, TC -319.40 TP318.90 IP320.07 TP320.10 ' 1 i 1 1 r�►'''� S f f i • V OAF ,V, TP321.50 TP320.57 -144� 3 a PAVE Curb TC320.50 I PROP OLNILDING ` TP320.0 6,,f Edge of Pavement r0 21.20 Curve Number Z t + - C1 f t � 3 • 1 : 1 C •i 10A _ TP320.90 J --g � t f i } � E i 1 jj ... f Electric 80 i iTP320 i • 1 Fence 1 1 1 ,�49 N1TP3;1.! Slope To of Pavement W •,°A +'���° Top of Sidewalk +' TW 42.25 Finished Grade U +�� TP .70 320 Top of Grate ■■■�.1■...r Emmma18.121I6.d0ml +t. ,- iii11i/ Flow Line al +K _.....-.._ Detail Number T ``� 5 Detail Sheet Number U . ......».__.fes-•......_........_....tp.... £ j �t � Hes#here t' � '' �...�. rtit i� `,; ,� _. .......�; •.........._-_._ _....._._.._. .....----'r � .»?-•. ._..........._. .. t f �` .. (L N r T z =, TC -319.40 TP318.90 IP320.07 TP320.10 ' 1 i 1 1 r�►'''� S f f i • V OAF ,V, TP321.50 TP320.57 -144� 3 a PAVE Curb TC320.50 I PROP OLNILDING ` TP320.0 6,,f Edge of Pavement r0 21.20 Curve Number Z t + - C1 f t � 3 • 1 : 1 C TC321.40 10A _ TP320.90 J --g III C3 1 iTC321.30; Water Line/Fire Hydrant/Valve . , , r i 1 � �.n ... 1. 1 Electric 80 i iTP320 ♦♦A� vJ • 1 Fence 1 1 1 ,�49 N1TP3;1.! Slope To of Pavement W •,°A +'���° Top of Sidewalk +' TW 42.25 Finished Grade U +�� TP .70 320 Top of Grate ■■■�.1■...r Emmma18.121I6.d0ml +t. ,- iii11i/ Flow Line al +K BW317 M1.2 BW314. 3 0 i t + I a ! f S f f i • ! f 1 Jr f Z E Curb TC320.50 I m m ` TP320.0 6,,f Edge of Pavement r0 Curve Number Z t + - C1 f t � 3 f � 1t = TC321.20 \ TP320.70 C TC321.40 f _ TP320.90 } '-W f rI Cr. } -elm �I `=(Wi ice( f t TC320.75 TP320.25 ,,,✓"' f f � f `� � E 1 _ _.... .._r �« I tj \ _±�^«._^^_'�u+ra_'_r.•,'....+.'»...._w• -..-.. ........"""'... ._....._ .......__..._.._._»_._»....................._..._....... ..........._.. {{# ..............................................4..... t1 ........:. '�'._ ...............•. �.r .�..............._..• ..._... �. #.. f t fyrf t ( i r �` t t F � `• � } � \ 3 i 3 � � � ;•tf � � 1 � ♦ _ i _....._...... _� p �: i t \ rr,r✓r r � � t � ? t E t i SCALE: 1"=20' LEGEND to O S m` O i • ! EXISTING Z E ,,,✓"' f f � f `� � E 1 _ _.... .._r �« I tj \ _±�^«._^^_'�u+ra_'_r.•,'....+.'»...._w• -..-.. ........"""'... ._....._ .......__..._.._._»_._»....................._..._....... ..........._.. {{# ..............................................4..... t1 ........:. '�'._ ...............•. �.r .�..............._..• ..._... �. #.. f t fyrf t ( i r �` t t F � `• � } � \ 3 i 3 � � � ;•tf � � 1 � ♦ _ i _....._...... _� p �: i t \ rr,r✓r r � � t � ? t E t i SCALE: 1"=20' LEGEND to O v O m` O r EXISTING PROPOSED Curb O 4�� m m �w mitts_ Edge of Pavement r0 Curve Number Z av'ia - C1 Storm Sewer/MH ELLxu < W P Curb Inlet/Grate Inlet C A Sanitary Sewer/MH/Cleanout, J --g m Water Line/Fire Hydrant/Valve E- ----ir*-�- Gas ... ��...��. Electric Phone ♦♦A� vJ CC C Fence N ,�49 as Slope To of Pavement W •,°A +'���° TP 42.25 Top of Sidewalk +' TW 42.25 Finished Grade U +�� FG 42.25 Top of Grate W +t. ,- TG 42.25 Flow Line +K FL 42.25 Detail Number O: :N N 5 Detail Sheet Number U m d•.•, ? > Hes#here O MATCH EXISTING GRADES \j l 2� MAXIMUM 2% CROSS SLOPE �3 MAXIMUM 4:1 SLOPE ® MAXIMUM 5% SLOPE r O to O v O m` O r >- N O 4�� m m 0 0 r0 z Z av'ia O ELLxu < W P i C Wz {.LOz0 ~ J W oy; m E- u. 2 M S J W Q3 ,; t„ =� ♦♦A� vJ CC C N t!1 g g W z �= W U U O O W W }} }} LL Z• O: :N N M U U m J Cn �- W QQ c� 06 W z � a, �. Z to Q-. z LO 0 !-tea GENERAL CONTRACTOR FOR W t!) t~!} TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE �= U W IMPROVEMENTS SHOWN ON iiS SHEET WERE ACTUALLY BUILT, AND THAT U) 90 SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY J 0 LU CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND-'SIZES-OF-MANUFACTURED"ITEMS; IF -ANY ARE^-^" STATED CORRECTLY HEREON.? "!!!b U l GENERAL CONTRACTOR a C z o O 4�� m m 0 0 r0 z > i.t.i av'ia IL o ELLxu < W P i C Wz {.LOz0 ~ W oy; m E- 2 M S J W Q3 ,; t„ =� s 7, J LL Z• O: :N N y. :z lit d•.•, ? > J Cn �- W QQ c� 06 W z � a, �. Z to Q-. z LO 0 !-tea GENERAL CONTRACTOR FOR W t!) t~!} TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE �= U W IMPROVEMENTS SHOWN ON iiS SHEET WERE ACTUALLY BUILT, AND THAT U) 90 SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY J 0 LU CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND-'SIZES-OF-MANUFACTURED"ITEMS; IF -ANY ARE^-^" STATED CORRECTLY HEREON.? "!!!b U l GENERAL CONTRACTOR a CL � r0 r^ > i.t.i J Cn �- W QQ c� 06 W z � a, �. Z to Q-. z LO 0 !-tea GENERAL CONTRACTOR FOR W t!) t~!} TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE �= U W IMPROVEMENTS SHOWN ON iiS SHEET WERE ACTUALLY BUILT, AND THAT U) 90 SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY J 0 LU CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND-'SIZES-OF-MANUFACTURED"ITEMS; IF -ANY ARE^-^" STATED CORRECTLY HEREON.? "!!!b U l GENERAL CONTRACTOR M ti L? 0 04 T TP308.00 TC319.20 800 �3 TP318.70 , TC320.20 TC320.30 TP318.10 TP320.20 TP319.80 ! TP318.30 TP319.90 TP308.0 # ILLL � TTP3i 9.20 � ` 0 g 18.10 TC3; • 81 � TP3, TP308.10 # TP319 I 1 .80 .10 Pill/3 8 r TP319.80 308.60 0 .1 .• E � TP319, TP308.50 TP319.10 TP319.20 308.70 ........'y� �h �`� �`Q' 0 C11>;'�`til• " TP30.60--.-•'J°' f 1 ,..�....----- .� ,5,x'1 �o, }, 00 'S i (� I 1 ........°- .....rte ...•"" ...�"' E OWN Uj 3 f�r � a >� CD I ( 'r"°^"n°'r`"• ._..wm•••wr• .rw�-.� ,.m+w.,..w.«. ..mr--a++.•- '' jj``3i W M a I'm o. CIDZ =W _l --••tel «--^-.'^•""' . 1 "-20' Curb Edge of Pavement R.O.W. Curve Number Storm Sewer/MH Curb Inlet/Grate Inlet Sanitary Sewer/MH/Clea I out Water Line/Fire Hydrant (Vali Gas Electric Phone Fence Slope Top of Pavement Top of Sidewalk Finished Grade Top of Grate Flow Line Detail Number Detail Sheet Number Construction Notes: Q1 MATCH EXISTING GRp Q MAXIMUM 2% CROSS Q3 MAXIMUM 4:1 SLOPE 0 MAXIMUM SX SLOPE EXISTING PROPOSED low C1 — — — ---- — — -- — z' 10 + k I - TP – 42.25 + TW 42.25 tN +06 FG 42.25 +�'�,°� TG 42.25 4 FL 42.25 5 C5.0 37 .' v•• ; :,tea., �,,..' . r+a : X ti` 7€ , •'fir 1 't'' / too ----- ---------- - - - - 01, '� •<•a T -'tea d :s' � •a. <�a ., / �% •,�' ''' Y r c._t� � � • aa'D: day. e _ � � �` / Y�. r —� D _" 0 I R .O.W. Curve Number -. - - - - Ci Storm Sewer MH 6 Curb Inlet Grate Inlet MM Sanitary Sewer/MH/Cleanout Q -*{}--•—� -0-------� Water Line/Fire Hydrant/Valve —f ----r---- Gas • - • ��••� Electric •• �•••^'_ Phone U Fence M Slope'* Top of Pavement +�°,� TP 42.25 Top of Sidewalk 0 +��.• TW 42.25 Finished Grade +��°� FG 0 Top of Grate +�. TG 42.25 Flow Line 0 FL 42.25 Detail Number 5 Detail Sheet Number C5.0 o: E `�• N M L? V_ N H • .� � "... ,, / � � � �:...:....� rte,..---� �� �.°°•` / , / � PROP GRATE INLE1 B 12"(5 )313 1 P SAN DROP M 2 RIM 18.10 50 SE)315.50 OP GRATE. I LU 8 . T 17.50 5( 3 12 (NW)314.50 / I � A ` \ PROP '57'" 12' PVC I STM SWk i0 1.00% , . 1 PROP 79'"12 PVC P 4 '"6' PVC STM SWR ® 1.00% sAN I ® 1.00 , I I PROP 32'"6' PVC l SAN SWR 0 1.00% FL6 {NW)315.82 mom CONNECT PROP SANITARY SEWER TO EXIST. SANITARY SEWER SERVICE SNB FL6"(SE)309.06t (FlELD VERI CONNECT PROP WATER --�`" UNE TO EXIST. WATER UNE SERVICE SR16 F— z w wz Cn �W w in U) Ln w U rD U � J Q_ m w= O n' CD W /> Y. D H a cc (L I z w W z Ln UJ SWI in inUl w U Q Q � � U dm wD oa- M_Z, w• �� r PROP STM MH 1 FlRE HYDRANTI RIM318..50 50 PROP 38'" 12' PVC FL12"(ESW&NW)313.5 STM SWR 0 1.00% PROP 63'" 12' PVC STM SWR 4 1.00% PROP GRATE IN 8 TG317.60 0 CONNECT TO EXIST FL12' NEdtSE)313.14 STORM INLET FL12' W)307.63 FL120(E)307.00 0 I (D 3 3 3 FjE I .i . 1 4 XLd N �-Za0 O F- 04 F- w�n yyyy Vd / { L LLJ Ln W Q CL W w ' w �00 NK) onto 00 O NWO U U EEO 1 "=20' LEGEND EXISTING PROPOSED Curb —� _" I XLd N �-Za0 O F- 04 F- w�n yyyy Vd / { L LLJ Ln W Q CL W w ' w �00 NK) onto 00 O NWO U U EEO 1 "=20' LEGEND EXISTING PROPOSED Curb —� Edge of Pavement R .O.W. Curve Number -. - - - - Ci Storm Sewer MH Curb Inlet Grate Inlet MM Sanitary Sewer/MH/Cleanout -*{}--•—� -0-------� Water Line/Fire Hydrant/Valve —f ----r---- Gas • - • ��••� Electric •• �•••^'_ Phone Fence Slope'* Top of Pavement +�°,� TP 42.25 Top of Sidewalk +��.• TW 42.25 Finished Grade +��°� FG 42.25 Top of Grate +�. TG 42.25 Flow Line + FL 42.25 Detail Number 5 Detail Sheet Number C5.0 CONSTRUCTION NOTES: Ot RE: MEP PIANS FOR (CONTINUATION INSIDE THE BUILDING a CL U) A 0 cCo� r3 r tis N co U ch r .Opp O U) O O O M a E CL N M N a It I - Curb Edge of Pavement R.O.W. Curve Number Storm Sewer/MH Curb Inlet/Grate Inlet Sanitary Sewer/MH/Cl Water Line/Fire Hydra Gas Electric Phone Fence Slope Top of Pavement Top of Sidewalk Finished Grade Top of Grate Flow Line Detail Number Detail Sheet Number- : 1 "=20' I ur'e-1:4 gm EXISTING n out —�-- ---- /Valve -------err$ Q� 4�*,00 ��1 �U 01 Mn^n^Ocn 0 i W U) W j W it W 01.6 2 Uwn yy (0DM X Z <(O<ii < o CLU a„a Q z Z n N W 0�-1 6 0 W M''�� O J w A; w Q ' °m 3 ~ a .I% TP 42.25 TW 42.25 FG 42.25 TG 42.25 FL 4422.25 i W U) W j W it W 01.6 2 Uwn yy (0DM X Z <(O<ii < o CLU a„a Q z Z n N W 0�-1 6 0 W M''�� O J w A; w Q ' °m 3 ~ a 2 0 M C: aj a 5 CL .c v brQja W U) W Z Z +� 06 U Q °(DF- <�- o W r0Q W LU (f) Cn Qs zW Z OW D OXO O W V CO O F— LL vf: :z.. i 2 0 M C: aj a 5 CL .c v brQja W U) W Z Z +� 06 U Q °(DF- <�- o W r0Q W LU (f) Cn Qs zW Z OW D OXO O W V CO O F— a 1A P; ,7 1 L ..............:......::........:.......:......:.:::.:::.::.:.. . d1• �. am= T BMW ME ` 1 ��,,, • r _Yt am= USERS _E p-m •-- INNER mm OWA "'; ► : • r • WEEN • a=te a• • a. «a • r 1•�• ■m= MINOR =MR a== ME �' a =M• — _ • « - « •m= =M■ - r II •►IIIII 4 « • r • - r _ ra.r.r.r.. Manu n///lliJ � �� 1111■■ o = � �,� - I� r r •r • r • r OVA: MINEPROP BUILDING IMMON ## r • r • oil FF320.50 �� � ■■ ,,,.■ � • �����r,,l r •ter ..: - .•�. t : t1• r•• I I J1 oil kms► • ■■_ -!. ,. - • • • • I 1111■■ 1� = - j� j� j��j� j� j� j� j� j�l�l�ll�l�l�l r- � I I' 1■■ �' IIIIIIIIIIIIIIIIIII.�.�..1..�.�,�,�,�,�,�•�,�.I!.��i.�����■I�■ I :',. -y+� .. �. 7a . >, - ►- �� ��� ■■1111 ■ p p '.�..��... _ _ '` .' r ' • 1 �. �� — �'' 1 ■■■■■■■■■■■■■■■■■■111111111111- o - - �1 .• .` -•' -• � - . � I i�-������������� 1■■1111111111111 �I� ' • " ' ' ---- ■■■ ERROR RO� ���► ��/I�'. • . . • • SF T •I IL ri�• • • - • mmm ENRON 50A am= ENRON 0 higbr.-_ --- 1 rMINEW �� ( r •- • • •. =M. NOTE: PER THE CITY OF COLLEGE STATION REQUIREMENT THIS LANDSCAPING PLAN IS BASED ON THE CITY'S 1997 ORDINANCE. NOTE: UPON APPROVAL OF THE LANDSCAPE PLAN BY THE CITY OF COLLEGE STATION THE CONTRACTOR WILL PROVIDED A FULL COVERAGE AUTOMATIC IRRIGATION SYSTEM. NOTE: 1.) THE CONTRACTOR SHALL PROVIDE A FULL COVERAGE IRRIGATION SYSTEM. 2.) 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. 3.) ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4•�\\:::; :i:\v:' ,\:;+'•vtiij Jiff'),'::::\ \:'vl\4%4•itii� 4ivvv,': *\\l:;)'2� ....:..... ...�:::'•:::: •:::.: *'•.w•v w:: n,.: v:n ,.,•:\, v.:..... nU., r.,.�Ki :....4.: v.n...�, ,:::i::vv::;}...v»Q}.�);.}v.: Jv�i'::'�::Ovi:;.`,iiti+.i.:;1v::i.Y,i.�:i,4..Y.�.\:i.;.:i?::i::Y,::i:?:: v, Cts ....:.,..,,,... , , ,...,...»c�::.:•::::>.,•::.�::.k......,.�:::.�:.r ..,....:.:,• ,...:..:.. •.,•;:.. :::.\'.:\..4•v -0:i,': i�1:i:: ii'v: ii:: vl. ,:.:::..:v:::..::+:..,..:::::q.::vv.:,\:.Y..:::.:4 •:J,::.x :::v...J.'..:... •�L:. l N INCLUDE WATERING,_ ' RESEEDING AND ',OTHER OPERATIONS WEEDING, :., .. :.,...N • .: • •• • • . • •, : • • • . NECESSARY TO KEEP ALL LAWN AREAS IN A THRIVING ,_.... - .,., - •• • .. .• • FINAL ACCEPTANCE, OWNER SHALL ASSUME ALL MAINTENANCE : :. , ...,., .: .. , .•.:.. :::., , ,., .... ..::.. : ..•, . ...:... RESPONSIBILI TIES. AFTER LAWN AREAS HAVE GERIMINATED, AREAS WHICH FAIL TO SHOW A UNIFORM STAND OF GRASS FOR ANY REASON ARE t, ; .:..•....; ; •: ; :-:... :...... :... .• , ; .....:. ; .;...::.....:::..:: , •.., :• ; , , .,.. , , , , :.:..., ...< -...: .: � BE RE—SEEDED REPEATEDLY UNTIL ALL AREAS COLLEGE STATI N: `.::.. .::.' :,•. ;•":::.::.::.:.:::: WHATSOEVER S ":: `: :..'.::... ,:... ..::. •, :; :. , . : COVERED WITH A SATISFACTORY STAND OF GRASS. MINIMUM - ..._.: , ,.: ; , ,..::.....:..:. .::... ...: ;..:.:.:..:;•,..',:-`:. ';-.20 UTILITY EASEMENT..';.:.; ':.::.:,-...., ;•..;:•,.°:• ; :. , •::..�':•• - :..•:: • .:.-: :.:::.:... • ; , AREAS MAY INCLUDE SCATTERED BARE ..:.,.. , •.. , ...,. .--: •..:•._ , ; :...• , .•:...:. . . . . ..:. ..: _ OF -SEEDED LAWN ARE ~..i:;....... ...� .:.. . , °...:.: ; ; -: ': ...: , - D WHEN : : ? - "'` OTS, NONE OF WHICH ARE LARGER THAN 1 ;SQUARE FOOT, AN ' .:; •: ;:.. :..::.: ::. .:;..'; ::: :': ••': : ; ; ..:. :,.. AL SE LAWN AREA. :SEMINOLE PIP N COMP -., COMBINED 0 NOT EXCEED 2% OF TOT SEEDED D :.::.. 20 PIPELINE E PLAN H. REPLACEMENT G�� 7EAD LANDSCAPING MUST OCCUR WITHIN FOURTY—FIVE CITY OF COLLEGE STATION - YS 01 hiFICAl10N BY THE ZONING OFFICIAL OR HIS DELEGATE. ;••:. 20. UTILITY EASEMENT REPLACEMENT li : RIAL'MUST BE OF SIMILAR (!CHARACTER AND THE SAME - r HIGHER POI. I ,. TOTAL AS THE DEAD' LANDSCAPING. FAILURE TO REPLACE • • . - - .... ; •:..:.:•-:.:...; ',-"'i --''"'• • , -:• •.:::.:'• ,..:'::��..:,.:::::.....:.. �,::?::_>:..:..?.., , _•. .. ,..•• V 8' 2 PLY RUBBER HOSE O .-, OR ..::......:_......... � DOUBLE STRAND 12 GAUGE WIRE DEAD LANDSCA4 I'•aG,—AS-REQUIRED BY THE ZONING OFFICIAL, SHALL COVERED W/2—PLY RUBBER HOSE - � PAINTED FLUORESCENT ORANGE CONSTITUTE A ,"`E_ATION OF THIS SECTION OF':THEORDINANCE FOR WHICH WHITE FLAGGING (TYP.) THE PENALTY PRO'oSICN MAY BE INVOKED. — TREE WRAP _ '1' 8' STEEL TEE POST— 3 REQUIRED AT 120' , SS IS WEED MAT (As SPECIFIED) m 4 INCHES MULCH VIAL GRA� PAVING, DECORATIVE ROCK SOD TO LIMIT TO FOLLOW DISTURBED LIMIT - °D ������u �4/r 4 INCH DEEP SAUCER I• (NOT COVERAGE Or PEREN IAL GR DECORATIVE REQUIRED IN PARKING LOT ISLANDS, (NOT LOOSE), OR A PERENNIAL �y BACKFILL MIX SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS—OF—WAY, 3 ;-•:F: COMPACTED SUBGRADE AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. -1 MAX O LANDSCAPE ,K ;��• NOTES v ............. :......:.......y.:..... r"\ UNDISTURBED SUBSOIL ; ` 1D SODDED GREEN AREA (BERMUDAGRASS) ........................ 77A SIGHT TRIANGLE PER CITY OF COLLEGE STATION REMOVE BURLAP do ROPE - FROM TOP t/3 OF THE BAIT NO OBJECTS OR PLANTINGS CAN BE A BETWEEN 2'-6t' AND 8'-0" IN HEIGHT WITHIN THIS AREA. 77B STEEL EDGING NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 77C RETAINING WALL FACADE_ TO MATCH STONE USED AT ADJACENT BANK ❑ LANDSCAPE DETAILS 50A TREE PLANTING 50B SHRUB PLANTING LANDSCAPE BERM 50C LANDSCAPE BERM N.T.S. 50F GROUND COVER PLANTING SYB KEY QTY COMMON NAME/ POPER ROOT SIZE I POINTS REMARKS BOTANICAL NAME PLANT SEE PLANT LIST FOR SPACING /Q BC 5 BALD CYPRESS 150 25 G 2 1/2- CAL 750 SPACED AS 1�Y Taxodium dletichum SHOWN WO 3 WILLOW OAK 150 25 2 1/2" CAL 450 SPACED AS Quxcua pheiios SHOWN AS 4" MULCH ( IIIII IIIII 11p ® SO 8 SHUMMAARD� K 150 25 i 2 1/2" CAL 900 SPACED SHOWN .r a INDIAN HAWTHORN 10 560 5'-0" O.C. BACKFILL MIX U 1H 58 Raphlolepte Indica CONT. 5 GAL OR AS SHOWN FAIRFAX WAXMYRTLE 120 4'-0" O.C. RG 12 Myrim cwIfera •F�w 10 CONT. 5 GAL OR AS SHOWN GA 28 FIREPOWER NANDINA 3'-0' D.C. Nandina domeatioa TbWower 10 CONT. 5 GAL 280 OR AS SHOWN GROUND COVER .,0 �� '' O.C. PLANTING SF Liriope muecori 0 CoNT. F1�1T O OR As SHOWN NOTE,LL TOTAL POINTS Ea 3,060 N.T.S ALL CANOPY TREES SHABE BOXED OR IN A CONTAINER PER THE PLANTING,:LIST ABOVE REVIEWED FOR4 ',moi OMPUAIKICE JAN 2. 41 01 z '",Jq 006L—e L. v iry: I`; L,1* PM IIIT SERVICES T_ ILED ALL SCREENING SHRUBS MUST BE 3 TALL AT TIME OF PLANTING COLLEGE STATION, TX LANDSCAPE REQUIREMENTS AREA REQUIREMENT REQUIRED PROVIDED LANDSCAPE POINTS DETERMINED BY TOTAL S.F. OF TOTAL SITE S.F. = 42,335.72 IS.F. OF SITE TOTAL POINTS REQUIRED: 42,336/1000 = 42.336 14 TREES 0 150 POINTS EACH ENTIRE SITE EXCLUDING THE # OF POINTS PER S.F. OF SITE AREA IS 42.336 X 30 = 1,270 POINTS AND 96 SHRUBS 0 10 POINTS STREESCAPE AREA DETERMINED AS FOLLOWS: 30 POINTS PER 1000 8 TREES & 7 SHRUBS. S.F. OF SITE AREA. EACH 2-1/2 CALIBER TREE IS, WORTH 150 POINTS AND EACH 5 GALLON SHRUB IS WORTH 10 POINTS. MINOR ARTERIAL STREETS REQUIRE 1 SHADE TREE 177 LF / 32 LF = 5.53 TREES OF THE TOTAL INDICATED ABOVE 6 TREES BEEN PROVIDED FOR EVERY 32 LF OF STREET FRONTAGE. 300 152 LF OF STREET FRONTAGE,' STREET FRONTAGE. ALONG THEE S ADDITIONAL POINTS SHALL BE PROVIDED FOR EVERY EXCLUDING DRIVEWAY OPENINGS = 152 50 LF OF STREET FRONTAGE EXCLUDING DRIVEWAY LF OF STREET FRONTAGE / 50 X 300 = STREESCAPE AREA OPENINGS. 912 POINTS MAJOR ARTERIAL STREETS, FREEWAYS, AND EXPRESS 146 LF / 25 LF = 5.84 TREES OF THE TOTAL INDICATED ABOVE WAYS REQUIRE 1 SHADE TREE FOR EVERY 25 LF OF STREET FRONTAGE. 300 ADDITIONAL POINTS 146 LF OF STREET FRONTAGE EXCLUDING DRIVEWAY OPENING'! = 146 6 TREES HAVE BEEN PROVIDED BETWEEN THE BUILDING AND SHALL BE PROVIDED FOR EVERY 50 LF OF STREET LF OF STREET FRONTAGE / 51 X 300 = STREET FRONTAGE. FRONTAGE EXCLUDING DRIVEWAY OPENINGS. 876 POINTS TOTAL = TOTAL # OF POINTS = 3,058 TOTAL # OF POINTS = 3,060 NOTE: PLEASE NOTE THAT VESTING IS BEING CLAIMED FOR SIDEWALK TREE WELLS i WALTER P M00 RE WALTER P. MOORE AND ASSOCIATES, INC. ' 1301 McKINNEY, SUITE 1100' HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGA! Pf10JW NAME SURE $50 FM it Engineering Associates, Inc. ENGINEERS • PLANNERS SURVEY LANDSCAPE ARCHITECTS •,ENVIRONMENTAL SCIENTISTORSS NO. DME F1EV1810N LANDSCAPE Rfoiii SHMN<111111111M NOTE: QUANTITIES, IF SHOWN, ARE FOR REFERENCE ONLY. IF SHOWN, QUANTITIES ARE PROVIDED FOR ESTIMA71ING PURPOSES ONLY AND ARE NOT TO BE CONSIDERED ACCURATE FOR BIDDING. THE IRRIGATION PLANS ARE SCHEMATIC AND MAY BE EXAGGERATED. CONTRACTOR SHALL INSTALL PER MANUFACTURES (RAINBIRD) SPECIFICATIONS AND PER CITY AND STATE CODE. THE DISTRIBUTION PIPING IN PLANTING BEDS IS DIAGRAMMATIC. CONTRACTOR CAN ROUTE PIPING IN A FREEFORM MANNER (AVOIDING OBJECTS SUCH AS LIGHT POLES, TRANSFORMERS PADS, EQUIPMENT VAULTS, SUBSURFACE ROCK TOO LARGE TO REMOVE, ETC...) AS LONG AS ALL PLANT MATERIAL RECEIVES THE PROPER NUMBER OF EMITTERS PER SCHEDULE AND THE VINYL DISTRIBUTION TUBING DOES NOT EXCEED THE MAXIMUM DESIGN LENGTHS PER MANUFACTURER'S RECOMMENDATIONS. IRRIGATION PIPE SCHEDULE IRRIGA11ON PIPE SCHEDULE �yV G.P.M. " 0-5 IRRIGATION PIPE SCHEDULE IRRIGA11ON PIPE SCHEDULE PIPE SIZE G.P.M. " 0-5 " 6-10 " 11-16 1–YA7 17-26 1– 27-35 " 36-55 " 56-80 " 81-120 NOTE: IN SOME CASES, IRRIGATION PIPE SIZES SHOWN ON IRRIGATION PLANS ARE LARGER THAN THE SIZE SHOWN ON PIPE SCHEDULE DUE TO HYDRAULIC LOSSES. USE PIPE SIZES AS SHOWN ON IRRIGATION PLANS WHERE APPLICABLE. 1� �O XS \A lSR is 0 20' 30' 40' GAVE CA1-L SCALE IN FEET PROPOSED (' BOUNDARY LINE/RIGHT OF I VAY UNE STORM DRAIN X" LATERAL UNE WITH SIZE D SIGNAl10N X" MAIN LINE WITH SIZE DESIG IATION SLEEVING X — ZONE DESIGNATION X" VALVE SIZE qGpm PSISI DESIGN PRESSURE – POUN i S PER SQUARE INCH DESIGN DEMAND -• GALLON PER MINUTE GENERAL IRRIGATION NOTES A. IRRIGATION CONTRACTOR SHALL TEST EXISTING STATIC PRESSURE ON SITE PRIOR TO CONSTRUCTION. SHOULD EXISTING S'TE PRESSURE BE BELOW 65 # STATIC, CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. B. IRRIGATION CONTRACTOR IS RESPONSIBI-E FOR t STALLING MANUAL DRAIN VALVES AT LOWEST POSSIBLE EWEVATIOI, ON IRRIGATION MAIN SO AS TO PROVIDE POSITIVE DRAINAGE OF IRRIGATION MAIN DURING WINTER MONTHS, OR PROVIDE BLOWOUT" ASSEMBLY. INSTALLATION SHALL BE PER DETAIL 62C. C. ALL LATERAL LINES SHALL BE EQUIPPED NTH �WTOMATIC DRAIN VALVES AT LOW POINTS PER DETAIL 62D. D. CONTRACTOR SHALL COORDINATE CONTROLLER' WITH GENERAL CONTRACTOR. 110 VOLT ELECTRICAL SERVICE F�R IRRIGATION CONTROLLER IS TO BE INSTALLED IN THE STORAGE ROOM B`II� GENERAL CONTRACTOR. E. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF IRRIGA11ON SYSTEM WITH GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. F. LOCATION FOR THIS UTILITY AS SHOWN IS FOR ('DRAWING PURPOSES ONLY. CONTRACTOR SHALL VERIFY THE EXACT 'i' LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY LINE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE. G. ALL R.C.V. CONTROLLER WIRES ARE TO BE IN CONDUIT WHILE UNDER PAVING. CONDUIT TO BE INSTALLED BY GENERAL CONTRACTOR. ROUTING OF R.C.V. WIRES TO CONTROL VALVES SHALL BE BY THE IRRIGATION CONTRACTOR. H. ALL BELOW GRADE LOW VOLTAGE WIRING CONNECTIONS SHALL BE INSTALLED PER DETAIL 61A. I. DO NOT INSTALL IRRIGATION AT PYLON SIGN LOCATION UNTIL SIGN HAS BEEN INSTALLED. J. ALL LATERAL LINES NOT LABELED SHALL BE 1"' DIAMETER. K. IRRIGATION -TLS BE AS MANUFACTURED BY RAIBIRD, ZONED TYPE SYSTEM. INSTALL CONTROLS INSIDE UTILITY ROOM. PROVIDE 47 DIA. SWEEP PVC SLEEVE THROU^i-1 CONCRETE FLOOR AREA FOR ACCESS FROM EXTERIOR TO INTERIOR OF UTILITY -ROOM. L CONTRACTOR SHALL LOCATE ALL PROPERTY AND RIGHT OF WAY LINES BEFORE CONSTRUCTION BEGINS. THESE1RRIGA110N PLANS ARE SCHEMATIC AND MAY BE EXAGGERATED. CONTRACTOR SHALL KEEP WITHIN ALL PROPERTY AND RIGHT OF WAY LINES DURING CONSTRUCTION. CONTRACTOR SHALL ADJUST ALL SPRAY HEADS SO AS NOT TO SPRAY ONTO IMPERVIOUS SURFACES. M. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITIES DEPTHS AND COORDINATE IRRIGA11ON CONSTRUCTION WITH ALL EXISTING AND PROPOSED UTILITIES. ❑ IRRIGATION DETAILS • 60A POP–UP IRRIGATION HEAD (SEE NOZZLE UST THIS SHEET) 60B BUBBLER HEAD AND RISER (SEE NOZZLE LIST THIS SHEET) 61A WIRE CONNECTION ® 61B CONTROLLER AND VALVES O0 61E ELECTRIC VALVE AND BOX TTP (150–PEB–PRS–D) « 62A REDUCED PRESSURE BACKFLOW PIIEVENTER WATTS 1" 63A DRIP VALVE ASSEMBLY (XCZ–PRB-100–PRF) 64A IRRIGA11ON PIPE AND WIRE TRENC ING 0= 78A RAIN SENSOR 78G SUBSURFACE DRIP IRRIGATION (18" ROW SPACING & 18" DRIPPER INTERVAL, TECHLINE APPROX. 2,827 LF) Q IRRIGATION NOTES 648 MAIN LINE SHOWN HERE FOR DRAWING PURPOSES ONLY; CONTRACTOR SHALL INSTALL MAIN' LINE ETC. WITHIN PROPERTY 61C CONDUIT FOR R.C.V. WIRES BY GENERAL CONTRACTOR, ROUTING TO CONTROL VALVES BY I'1RRIGATION CONTRACTOR ® 61D 1" IRRIGATION METER WITH 1.5" TYPE K COPPER SERVICE BY GENERAL CONTRACTOR ® 62B MASTER CONTROL VALVE PEB 1.5 SPRINKLER NOZZLE LIST KEY QTY. DESCRIPTION A 12 1806—PRS—SAM—I5MPR B 39 1806—PRS—SAM—I2MPR C 8 1806—PRS—SAM-10MPR D 15 1806—PRS—SAM-8MPR G 9 5006—PL—PC—SAM-2.0/4.0� H 2 1806—PRS—SAM—I5LCS J 7 1806—PRS—SAM—I5SST K 2 1806—PRS—SAM—I5RCS 20 SXB-180-1032 WALTER P MOORE WALTER P. MOORE AND ASSOCIATES, IN C. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGA! onlmomom 10— N0. QA1lE REV1810N IRRIGATION 81 T N AJ ul 1 BC -1 VO -1 r. -.-.l 1A P: 7 1 1 SF 1D 1D 187 ROP R�■ / 1 ON `t 51 � MI�/ ,"'`illlll� mill MINE MINE `—"— D 1D 504 SF W0-1 50A Fry �0' UTILITY EASEMENT 1D 166113322�SF NOTE PER THE CITY OF COLLEGE STATION REQUIREMENT THIS LANDSCAPING PLAN IS BASED ON THE CITY'S 1997 ORDINANCE. NOTE: UPON APPROVAL OF THE LANDSCAPE PLAN BY THE CITY OF COLLEGE STATION THE CONTRACTOR WILL PROVIDED A FULL COVERAGE AUTOMATIC IRRIGATION SYSTEM. 51... ..................... "' :. .....,.......mg ... ::.:. to ..v.....n .. .\..:? :..:. :..\...t.:.. .::..\.......... •\.:. .. t .-nn•\.. w:: k• ..... : •.......v 4:q?}:'•. ,•:'•?Fv�'i :..•.4; nv. •':.C:•:� -,.: •??'?ti:•. �h i•:SS:v?:'•??:'i'i4?:.?:, ....n.... .. i•4:5,: ,^.,.,•:?:::,: •••v?- i1.. ...''v...\, n•'V•vi?:•: ?'{.•vn`:L•:t:•v4v\•�.??..;}Y?:it;.\\•,t+:::??.,v:�.:vi+::•:A,v::^:::.v:::n::l':>.K?•?��:v?:::::ti?:.5::::::,�.::....: n:.......v..:::\•.:.?:\•::p.Quvw.:.: .?:•'.Gu:..n....... NOTE: 1.) THE CONTRACTOR SHALL PROVIDE A FULL COVERAGE IRRIGATION SYSTEM. 2.) 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. 3.) ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. N : �:"' �•Utu�ti'wu '',4'+� 4<w'kE<8.,'�'X?a26�c,,:�a,'`:Cc`:�..,....ta,,.;'o<a.,,`•44;<'<,v.:.,.:,,:...,,:..v,,.`..,,t::..,,:.,.,,..'�`'::.,,.,,,:''�°.i �.•�at,t4•':,�`:,..; A I1 :..•: : ^1r nro i me ere -nn ;•->, . �. ;•- •,. , •'�SEtu -20 SOD TO LIMIT TO FOLLOW DISTURBED LIMIT :NT.•'' 1 0 LM SG (Y A-7 ) IH -5 ■!1 WEED MAT (A AS\� S A S 0 20' 30' 40' Caa-�- PLAN SCALE IN FEET 2—PLY RUBBER HOSE PROPOSED )UBLE STRAND 12 GAUGE WIRE BOUNDARY LINE / RIGHT OF Wj Y UNE )VEREDW/2—PLY RUBBER HOSE UNTm FLUORESCENT ORANGE (� TYPICAL PLANTING WITH QUANTAND KEY RAGGING AGGING (T(P.) 0 (SEE PLANT LIST) tEE WRAP INCHES MULCH INCH DEEP SAUCER STEEL TEE POST— 3 REQUIRED AT 120• GENERAL LANDSCAPE NOTES ACKFILL MIX A. LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS BEFORE LANDSCAPE CONSTRUCTION BEGINS. riDtsTURem suesaL EMOVE BURLAP do ROPE B. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF IOM TOP 1/3 OF THE BALL ANY LAYOUT DISCREPANCIES PRIOR TO ANY DLANTING. C. ALL LANDSCAPE MATERIALS SHALL BE IN CO PLIANCE WITH THE "GRADES AND STANDARDS FOR NURSERY PLANTS", AS ( PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE DIVISION OF PLANT INDUSTRY, AND SHALL NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. BE GRADE 1 OR BETTER. TREE PLANTING D. ALL DISTURBED AREAS DESIGNATED NOT SH AS SOD ON THE GRADING PLAN SHALL BE SOWN AS FOLLOWS: N.T.S. B GRASS SEED MIX: 40% PERENNIAL F SEE PLANT UST FOR SPACING 4' MULCH (Till IIIII lip BACKFILL MIXT' GROUND COVER PLANTING REVIE W., ED COMP-11ANCE, r JAN '� +r►MINT . n .. ' .. 20% BERMUDAGRASS AGRICULTURAL LIME: 5 LB PER 1000 S. . COMMON NAME/ FERTILIZER: MULCH: SHREDDED HARDWOOD MULCH 4" DEPTH ROI T ALL SLOPES GREATER THAN 4:1 TO BE SOD11!SHALL BE STAKED AS POINTS APPROPRIATE TO PREVENT SOD SLIPPAGE. IF W*1N E. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SA P SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE PLANT TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL INCHES MULCH PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA (SEE LANDSCAPE NOTES FOR TYPE OF MULCH) SHALL THEN BE SEEDED/SODDED, FERTILIZED, MULCHED, WATERED AND BC MAINTAINED UNTIL HARDY GRASS GROWTH ISS ESTABLISHED IN ALL F SHRUB IS B & B. THEN AREAS. ANY RELOCATED TREES SHALL BE AINTAINED UNTIL SUCH z ,: REMOVEBURLAP do ROPE ,;, FROM TOP 1/3 OF BALLANY POINT AS TREE IS RE-ESTABLISHED. ANY A EAS DISTURBED FOR REASON PRIOR TO FINAL ACCEPTANCE F THE PROJECT SHALL iv 1—• '—BACKFILL MIX BE CORRECTED BY THE CONTRACTOR ATN IF COST TO UNDISTURBED SUBSOIL THE OWNER. SHRUB PLANTING n F. MAINTAIN 5' MIN. HORIZONTAL SEPARATION ETWEEN TREE MINOR ARTERIAL. STREETS REWIRE 1 SHADE TREE 177 LF / 32 LF = 5.53 TREES OF THE TOTAL INDICATED ABOVE 6 TREES BEEN PROVIDED PLANTINGS AND ALL UTILITIES. 1 N.T.S. 3 WILLOW OAK 150 25 (PAL G. ACCEPTANCE OF GRADING AND SEEDING SHALL BE BY LANDSCAPE 450 ARCHITECT AND/OR OWNER. THE CONTRACTOR SHALL ASSUME 50 LF OF STREET FRONTAGE EXCLUDING DRIVEWAY MAINTENANCE RESPONSIBILITIES FOR A MINIMUM OF ONE (1) YEAR OR UNTIL SECOND CUTTING, WHICHEVER IS LONGER. MAINTENANCE SHALL OPENINGS. INCLUDE WATERING, WEEDING, RESEEDING AND OTHER OPERATIONS NECESSARY TO KEEP ALL LAWN AREAS IN !A THRIVING CONDITION. UPON 146 LF / 25 LF = 5.84 TIES FINAL ACCEPTANCE, OWNER SHALL ASSUME ALL MAINTENANCE AFTER LAWN AREAS HAVE, GERIMINATED, AREAS WHICH 50 RESPONSIBILITIES. FORANY REASON FAIL TO SHOW A UNIFORM STAND OF GRAS�1' WHATSOEVERSHALL BE RE-SEEDEDREPEADLYUNTIL ALLAREAS ARE SHUMARD OAK Qumme ehumardit 150 25 �1 i1 2 1/2' CAL 900 THASATISFACTORY STANDOFG ROSS. MINIMUM COVERED WITH IH 58 INDIAN HAWTHORN 10 ACCEPTANCE OF SEEDED LAWN AREAS MAYCINCLUDE SCATTERED BARE 5 GAL SPOTS, NONE OF WHICH ARE LARGER THAN 11 SQUARE FOOT, AND WHEN 5'-0' O.C. OR AS SHOWN COMBINED, DONOT EXCEED 2% OF TOTAL SEEDED LAWN AREA. PLAN LANDSCAPING MUST'', OCC UR WITHIN FOU RTY-FIVE H. REPLACEMENT OF DEAD LANDS L Raphidepis indica (45) DAYS OF NOTIFICATION BY THE ZONING OFFICIAL OR HIS DELEGATE. REPLACEMENT MATERIAL MUST BE OF SIMILAR CHARACTER AND THE SAME 8" 2 -PLY RUBBER HOSE OR HIGHER POINT TOTAL AS THE DEAD LAN SC APING. FAILURE TO REPLACE RG D 12 GAUGE WI RE STRAND DOUBLE s REQUIRED B Y THE OWING OFFICIAL SHALL S RE U NG A Q LANDSCAPING, -ANDS DEAD L �F 10 /RUBBERE m w 2 —PLY RU88 COVERED / PAINTED FwoREscENT ORANGE R WHIC H CONSTITUTE A VIOLATION OF THIS SECTIO N THE ORDINA NCE FOR 120 WHITE FLAGGING (TYP.) THE PENALTY PROVISION MAY BE INVOKED. TREE WRAP 8' STEEL TEE POST— 3 REQUIRED AT 120- 4 INCHES MULCH I. 100% COVERAGE OF GROUNDCOVER, DECOR TIVE PAVING, DECORATIVE ROCK 4 INCH DEEP SAUCER (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, BACKFILL MIX SWALES AND DRAINAGE AREAS, THE PARKI G LOT SETBACK, RIGHTS-OF-WAY, COMPACTED SUBGRADE AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. ,. ;.,. 0 LANDSCAPE NOTES CONT. 5 GAL UNDISTURBED SUBSOIL ✓/.�/� ' 1D SODDED GREEN AREA (BERMUDiAGRASS) REMOVE BURLAP do ROPE FROM TOP 1/3 OF THE BALL 77A SIGHT TRIANGLE PER CITY OF COLLEGE STATION NO 910 SF OBJECTS OR PLANTINGS CAN BE BETWEEN 2'-6L AND 0 8'-0" IN HEIGHT WITHIN THIS REA. FLAT 77B STEEL EDGING 77C RETAINING WALL FACADE TO MATCH STONE USED AT ADJACENT BANK NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. NOM, ALL CANOPY TREES SHALL BE BOXED OR IN A CONTAINER PER THE PLANTING LIST ABOVE TOTAL POINTS - 3.080 (� LANDSCAPE DETAILS 50A TREE PLANTING 50B SHRUB PLANTING LANDSCAPE BERM 50C LANDSCAPE BERM 50F GROUND COVER PLANTING N.T.S. PLANT LIST SEE PLANT UST FOR SPACING 4' MULCH (Till IIIII lip BACKFILL MIXT' GROUND COVER PLANTING REVIE W., ED COMP-11ANCE, r JAN '� +r►MINT . n .. ' .. N.T.S. ---- - �._..__ ....— — _. _... .- -..r ..r - Amur_ 11 COLLEGE STATION, TX LANDSCAPE REQUIiEMENTS AREA REQUIREMENT REQUIRED COMMON NAME/ P DER ROI T SIZE POINTS REMARKS SYB KEY QTY BOTANICAL NAME PLANT 42.336 X 30 = 1,270 POills AND 96 SHRUBS 0 10 POINTS SiREESCAPE ATEA DETERMINED AS FOLLOWS: 30 POINTS PER 1000 8 TREES & 7 SHRUBS. BC 5 BALD CYPRESS 150 25 �AL 2 1/2- CAL 750 AS iO�yyN Taxodium distichum MINOR ARTERIAL. STREETS REWIRE 1 SHADE TREE 177 LF / 32 LF = 5.53 TREES OF THE TOTAL INDICATED ABOVE 6 TREES BEEN PROVIDED FOR EVERY 32 LF OF STREET' FRONTAGE. 300 3 WILLOW OAK 150 25 (PAL 2 1/2' CAL 450 SPAWO ��� 50 LF OF STREET FRONTAGE EXCLUDING DRIVEWAY LF OF STREET FRONTAGE % 50 X 300 = Quw=sphdloe OPENINGS. 912 POINTS MAJOR ARTERIA. STREETS, FREEWAYS, AND EXPRESS 146 LF / 25 LF = 5.84 TIES OF THE TOTAL INDICATED ABOVE 50 6 SHUMARD OAK Qumme ehumardit 150 25 �1 i1 2 1/2' CAL 900 SPACED AS SHOWN IH 58 INDIAN HAWTHORN 10 11 CONT. 5 GAL 560 5'-0' O.C. OR AS SHOWN TOTAL = TOTAL # OF POINTS = 3,058 TOTAL # OF POINTS = 3,060 Raphidepis indica RG 12 M� �ffwa fix• 10 CONT. 5 GAL 120 4'-0' O.C. OR AS SHOWN 3'-0' O.C. GA 28 FIREPOWER NANDINA280 Nandina domestics 'Firepower 10 CONT. 5 GAL OR AS SHOWN LM 910 SF URIOPE Liriope muscari 0 CONT. FLAT 0 1'-6' O.C. OR AS SHOWN NOM, ALL CANOPY TREES SHALL BE BOXED OR IN A CONTAINER PER THE PLANTING LIST ABOVE TOTAL POINTS - 3.080 N.T.S. ---- - �._..__ ....— — _. _... .- -..r ..r - Amur_ 11 COLLEGE STATION, TX LANDSCAPE REQUIiEMENTS AREA REQUIREMENT REQUIRED PROVIDED LANDSCAPE POINTS DETERMINED BY TOTAL S.F. OF h2 TOTAL SITE S.F. = 42,335 S.F. OF SITE P01 REQUIRED: TOTALNTS 42,336/1000 =42.336 14 TREES 0 150 POINTS EACH ENTIRE SITE EXCLUDING THE # OF POINTS PER S.F. OF SITE AREA IS 42.336 X 30 = 1,270 POills AND 96 SHRUBS 0 10 POINTS SiREESCAPE ATEA DETERMINED AS FOLLOWS: 30 POINTS PER 1000 8 TREES & 7 SHRUBS. S.F. OF SITE AREA. EACH 2-1/2 CALIBER TREE IS WORTH 150 POINTS AND EACH 5 GALLON SHRUB IS WORTH 10 POINTS. MINOR ARTERIAL. STREETS REWIRE 1 SHADE TREE 177 LF / 32 LF = 5.53 TREES OF THE TOTAL INDICATED ABOVE 6 TREES BEEN PROVIDED FOR EVERY 32 LF OF STREET' FRONTAGE. 300 152 LF OF STREET FRONTAGE STREET FRONTAGE. ALONG THEE S ADDITIONAL POINTS SHALL BE PROVIDED FOR EVERY EXCLUDING DRIVEWAY OPENINGS = 152 50 LF OF STREET FRONTAGE EXCLUDING DRIVEWAY LF OF STREET FRONTAGE % 50 X 300 = STREESCAPE AREA OPENINGS. 912 POINTS MAJOR ARTERIA. STREETS, FREEWAYS, AND EXPRESS 146 LF / 25 LF = 5.84 TIES OF THE TOTAL INDICATED ABOVE WAYS REQUIRE 1 SHADE TREE FOR EVERY 25 LF 146 LF OF STREET FRONTAGE 6 TREES HAVE BEEN PROVIDED OF STREET FRONTAGE. 300 ADDITIONAL POINTS EXCLUDING DRIVEWAY OPENINGS = 146 BETWEEN THE BUILDING AND SHALL BE PROVIDED FOR EVERY 50 LF OF STREET LF OF STREET FRONTAGE 50 X 300 = STREET FRONTAGE. FRONTAGE EXCLUDING DRIVEWAY OPENINGS. 876 POINTS (I TOTAL = TOTAL # OF POINTS = 3,058 TOTAL # OF POINTS = 3,060 NOTE. • PLEASE NOTE THAT VESTING TING IS BEING CLAIMED FOR SIDEWALK TREE WELLS r WALTER P MOORE WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 11 Di 0 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FA : 713.630.7396 HOUSTON DALLAS TAMPA ATLA I TA ORLANDO KANSAS CITY AUSTIN LOS ANGEL S LAS VEGA! FFIOJWr NAW IIS AP KS BP 07 -23 -MO NOTE: QUANTITIES, IF SHOWN, ARE FOR REFERENCE ONLY. IF SHOWN, QUANTITIES ARE PROVIDED FOR ESTIMA11ING PURPOSES ONLY AND ARE NOT TO BE CONSIDERED ACCURATE FOR BIDDING. THE IRRIGATION PLANS ARE SCHEMATIC AND MAY BE EXAGGERATED. CONTRACTOR SHALL INSTALL PER MANUFACTURES (RAINBIRD) SPECIFICATIONS AND PER CITY AND STATE CODE. THE DISTRIBUTION PIPING IN PLANTING BEDS IS DIAGRAMMATIC. CONTRACTOR CAN ROUTE PIPING IN A FREEFORM MANNER (AVOIDING OBJECTS SUCH AS LIGHT POLES, TRANSFORMERS PADS, EQUIPMENT VAULTS, SUBSURFACE ROCK TOO LARGE TO REMOVE, ETC...) AS LONG AS ALL PLANT MATERIAL RECEIVES THE PROPER NUMBER OF EMITTERS PER SCHEDULE AND THE VINYL DISTRIBUTION TUBING DOES NOT EXCEED THE MAXIMUM DESIGN LENGTHS PER MANUFACTURER'S RECOMMENDATIONS. IRRIGATION PIPE SCHEDULE IRRIGATION PIPE SCHEDULE PIPE SIZE G.P.M. " 0-5 " 6-10 " 11-15 1— " 17-25 1-3r 27-35 " 36-55 " 56-80 " 81-120 NOTE: IN SOME CASES, IRRIGATION PIPE SIZES SHOWN ON IRRIGATION PLANS ARE LARGER THAN THE SIZE SHOWN ON PIPE SCHEDULE DUE TO HYDRAULIC LOSSES. USE PIPE SIZES AS SHOWN ON IRRIGATION PLANS WHERE APPLICABLE. � o 8 O RS\RS A� 0',' 20' 30' 40' CALL II SCALE IN FEET PROPOSED BOUNDARY LINE/RIGHT OF WAY UNE STORM DRAIN X" LATERAL UNE WITH SITE DESIGNATION X" MAIN LINE WITH SIZE DESIGNATION SLEEVING X ZONE DESIGNATION X" VALVE SIZE GPM PSI GPM PSI DESIGN PRESSURE —POUNDS PER SQUARE INCH DESIGN DEMAND — GALLONS PER MINUTE GENERAL IRRIGATION NOTES A. IRRIGATION CONTRACTOR SHALL TEST EXISTING STATIC PRESSURE ON SITE PRIOR TO CONSTRUCTION. SHOULD EXISTING SITE PRESSURE BE BELOW 65 # STATIC, CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. B. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING MANUAL DRAIN VALVES AT LOWEST POSSIBLE ELEVATION ON IRRIGATION MAIN SO AS TO PROVIDE POSITIVE DRAINAGE OFI IRRIGATION MAIN DURING WINTER MONTHS, OR PROVIDE BLOWOUT ASSEMBLY, INSTALLATION SHALL BE PER DETAIL 62C. C. ALL LATERAL LINES SHALL BE EQUIPPED WITH AUTOMATIC DRAIN VALVES AT LOW POINTS PER DETAIL 62D. D. CONTRACTOR SHALL COORDINATE CONTROLLER LOCATION WITH GENERAL CONTRACTOR. 110 VOLT ELECTRICAL SERVICE FOR IRRIGATION CONTROLLER IS TO BE INSTALLED IN THE STORAGE ROOM BY GENERAL CONTRACTOR. E. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF IRRIGATION SYSTEM WITH GENERAL CONTRACTOR AND LANDSCA E CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION, F. LOCATION FOR THIS UTILITY AS SHOWN IS POR DRAWING PURPOSES ONLY. CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY LINE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE. G. ALL R.C.V. CONTROLLER WIRES ARE TO BE I]N CONDUIT WHILE UNDER PAVING. CONDUIT TO BE INSTALLED BY GENERAL CONTRACTOR. ROUTING OF R.C.V. WIRES TO CONjROL VALVES SHALL BE BY THE IRRIGATION CONTRACTOR. H. ALL BELOW GRADE LOW VOLTAGE WIRING CONNECTIONS SHALL BE INSTALLED PER DETAIL 61A. L DO NOT INSTALL IRRIGATION AT PYLON SIG LOCATION UNTIL SIGN HAS BEEN INSTALLED. J. ALL LATERAL LINES NOT LABELED SHALL BE 1" DIAMETER. K. IRRIGATION TO BE AS MANUFACTURED BY RAINBIRD, ZONED TYPE SYSTEM. INSTALL CONTROLS INSIDE UTILITY ROOM. 1PROVIDE 4" DIA. SWEEP PVC SLEEVE THROUGH CONCRETE FLOOR AREA FOR ACCESS FROM EXTERIOR TO INTERIOR OF UTILITY ROOM. L CONTRACTOR SHALL LOCATE ALL PROPERTY AND RIGHT OF WAY LINES BEFORE CONSTRUCTION BEGINS. THESE IR IGATION PLANS ARE SCHEMATIC AND MAY BE EXAGGERATED. CONTRACTOF SHALL KEEP WITHIN ALL PROPERTY AND RIGHT OF WAY LINES DURING CONSTR CTION. CONTRACTOR SHALL ADJUST ALL SPRAY HEADS SO AS NOT TO SPRAY NTO IMPERVIOUS SURFACES. M. CONTRACTOR SHALL LOCATE AND VERIFY LL EXISTING UTILITIES DEPTHS AND COORDINATE IRRIGATION CONSTRUCTI01 WITH ALL EXISTING AND PROPOSED UTILITIES. IRRIGATION DETAILS 60A POP—UP IRRIGATION HEAD(SEE NOZZLE LIST THIS SHEET) 60B BUBBLER HEAD AND RISER (SIE NOZZLE UST THIS SHEET) 61A WIRE CONNECTION ® 61B CONTROLLER AND VALVES 0� 61E ELECTRIC VALVE AND BOX TYP (150—PEB—PRS—D) « 62A REDUCED PRESSURE BACKFLO111'PREVENTER WATTS 1" 0 63A DRIP VALVE ASSEMBLY (XCZ— RB-100—PRF) 64A IRRIGATION PIPE AND WIRE TRENCHING 0= 78A RAIN SENSOR 786 SUBSURFACE DRIP IRRIGATION i'(18" ROW SPACING Q 18" DRIPPER INTERVAL, TECHLINE APPROX. 2,827 Lr) Q IRRIGATION NOTES FOR DRAWING PURPOSES ONLY, 648 MAIN UNE SHOWN HERE , CONTRACTOR SHALL INSTALL MAIN LINE ETC. WITHIN PROPERTY 61C CONDUIT FOR R.C.V. WIRES BY ( GENERAL CONTRACTOR, ROUTING TO CONTROL VALVES IBY IRRIGATION CONTRACTOR ® 61D 1" IRRIGATION METER WITH 1.5" TYPE K COPPER SERVICE BY GENERAL CONTRACTOR O 62B MASTER CONTROL VALVE PEB 11.5" SPRINKLER NOZZLE LIST KEY QTY. DESCRIPTION A 12 1806—PRS—SAM—I5MPR B 39 1806—PRS—SAM—I2MPR C 8 1806—PRS—SAM-10MPR D 15 1806—PRS—SAM-8MPR G 9 5006—PL—PC—SAM-2.0/4.0 H 2 1806—PRS—SAM—I5LCS J 7 1806—PRS—SAM—I5SST K 2 1806—PRS—SAM—I5RCS 20 SXB-180-1032 WALTERR N P ASSOCIATES,,; ORE WALTER P. IN C. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 7710 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANG ELES LAS VEGA! I PROSECT NAME AT&T RETAIL BUILDING ARRINGTON RD. COLLEGE STATION, T XA, 8 I ZONING: C10V 0.97 ACRE CT, LOT 15, BLOCK 3, TOWEEZPOIlkrr SUBDIVISION, SION, P E 3, ROBE STEVENSON SU VEV A-54 N /1890CIATiON YYITH �� -- ,�- — --- : -1 -Gr Associate, Inc. ENGINEERS PLANNERS SURVEYORS LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS 3030 LBJ Freeway, Suite 100 972-488-3737 Dallas 9''2-488-6732 DWG NAME: 26694proj JOB �p.: 26694.0 RENSION: 2 DATE 1/19/12 NO. DATE F REVISION AP ICS 8P 07 -23 -WO IRRIGATION PLAN 81�T NIJN�tt 0 PLANTING BED LIMITS CLASS 200 PVC HEADER -\ r_ SCHEDULE LINE FLUSH VALVE IN VALVE BOX PRESSURE COMPENSATING IN-LINE DRIPLINE SEE PLAN FOR DRIPLINE AND EMITTER SPACING, FLOW RATE. O30„�IC AMED LENGTH OF O wRAAIN BIR SPLICE -1 1 OF 2) ODTAG: RNN BOW VID SERFS OV ARAN &FTH-S ORNISH GRADE/10P OF MULCH © ROAN BRD EFH OROL_W�PRS-D PVC SCH 200 NIPPLE (CLOSE) 8 PVC SCH 200 ELLLpp�L �g O P�LENGIH AS NREIOUI W) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 1 PVC SCH 40 TEE OR ELL 4 PVC SCH 40 WILE ADAPTER 1 PVC LATERAL PIPE p�� 1 3O-MICH W SHED MZ ELECTRIC REMOTE — CONTROL VALVE s,E N.T.S. TIE DOWN STAKE SECTION N.T.S. C EADER OTES: LAYOUT PLAN 1. DRIPLINE LAYOUT SHOWN IS FOR GRAPHIC REPRESENTATION ONLY. DRIPLINE SHALL FOLLOW PLANTING BED SHAPE SPACED PER PLAN SPECIFICATIONS. N.T.S_ SUBSURFACE DRIP IRRIGATION N.T.S. 1400 SERIES BUBBLER ON R4 FINISH GRADE UV RESISTANT PLASTIC SHRUB RISER SBE -050 BARBED ELBOW PVC 1/2" THREADED TEE PVC LATERAL LINE 1/2" SWING PIPE BUBBLER HEAD AND RISER N.T.S. ASSEMBLY VALVE BOX RAINBIRD PEE! VALVE RAINBIRD "Y" FILTER (RBY-075-200) RAINBIRD PRESSURE REGULATOR (PSI -HM8-20) LATERAL UNE TO DRIP ZONE D GRAVEL -s MAIN UNE DRIP VALVE ASSEMBLY mm s�A N.T.S. EASY FIT COMPRESSION TEE OPOP-UP LANDSCAPE DRIPLINE TUBING FINISH GRADE � (SEE LANDSCAPE FORD. TH) ,4i'MULCH TIE DOWN STAKE SECTION N.T.S. C EADER OTES: LAYOUT PLAN 1. DRIPLINE LAYOUT SHOWN IS FOR GRAPHIC REPRESENTATION ONLY. DRIPLINE SHALL FOLLOW PLANTING BED SHAPE SPACED PER PLAN SPECIFICATIONS. N.T.S_ SUBSURFACE DRIP IRRIGATION N.T.S. 1400 SERIES BUBBLER ON R4 FINISH GRADE UV RESISTANT PLASTIC SHRUB RISER SBE -050 BARBED ELBOW PVC 1/2" THREADED TEE PVC LATERAL LINE 1/2" SWING PIPE BUBBLER HEAD AND RISER N.T.S. ASSEMBLY VALVE BOX RAINBIRD PEE! VALVE RAINBIRD "Y" FILTER (RBY-075-200) RAINBIRD PRESSURE REGULATOR (PSI -HM8-20) LATERAL UNE TO DRIP ZONE D GRAVEL -s MAIN UNE DRIP VALVE ASSEMBLY mm s�A N.T.S. POP—UP SPRAY SPRINKLER 1800 WITH SWING PIPE roA N.T.S. SECTION VIEW MAINLINE, LATERAL, AND WIRING IN THE MAINLINE LATERAL WIRING IN SAME TRENCH PIPE PIPE CONDUIT PLAN VIEW WIRE W/O CONDUIT RUN WIRING BENEATH AND BESIDE ALL SOLVENT WELD PLASTIC TIE A 24 -INCH LOOP IN ALL WIRING AT MAINLINE. TAPE AND BUNDLE AT PIPING TO BE SNAKED IN CHANGES OF DIRECTION OF 30' OR 10 -FOOT INTERVALS. TRENCH AS SHOWN. GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. NOTES: 1. ALL LATERAL LINES SHALL BE SCH 200 PVC PIPE. ALL MAIN LINES SHALL BE SCH 40 PVC PIPE 2. SLEEVES BELOW ALL HARDSCAPE ELEMENTS SHALL BE SHC. 40 PVC AND SHALL BE TWICE THE DIAMETER OF THE PIPE OR WARE BUNDLE WITHIN. SLEEVING LOCATED UNDER THE FRONT SIDEWALK SHALL BE PER ARCH. PLANS. 3. ALL LATERAL LINES SHALL BE BURIED NO LESS THAN 187. ALL MAIN LINES AND ELECTRICAL LINES SHALL BE NO LESS THAN 24" PIPE AND WIRE TRENCHING N.T.S. WALL (SEE NOTE) WALL (SEE NOTE) WALL MOUNIED CONTR( REMOTE CONTROL VALVE TO VALVES 1, 7` TO RAIN SENSOR CONTROLLER AND VAI N.T.S. WALL MOUNTED CONTROLLER r AQUAMISER O1 iE SENSING '01SIZ11:141114AFRI 6 -IN. ROUND VALVE PVC MAINLINE 3/4" CRUSHED GRAVEL-_,eO _ FINISH GRADE,/TOP OF MULCH OPOP-UP YY SPRINKLER: N ROYU3 BOW 18D4 GRAVEL SUMP 1/2 -NCH NP1 x .440 INCH BOW:ALE BARB ELRAN BOW PREMANUFACTURED MODEL SBE -050 O PVC LATERAL PIPE O SWIG PIPE, 12 -NCH LENGTH: NOTE; RNN BIRD MODEL SP -100 O8 PVC SCH 200 TEE OR ELL POP—UP SPRAY SPRINKLER 1800 WITH SWING PIPE roA N.T.S. SECTION VIEW MAINLINE, LATERAL, AND WIRING IN THE MAINLINE LATERAL WIRING IN SAME TRENCH PIPE PIPE CONDUIT PLAN VIEW WIRE W/O CONDUIT RUN WIRING BENEATH AND BESIDE ALL SOLVENT WELD PLASTIC TIE A 24 -INCH LOOP IN ALL WIRING AT MAINLINE. TAPE AND BUNDLE AT PIPING TO BE SNAKED IN CHANGES OF DIRECTION OF 30' OR 10 -FOOT INTERVALS. TRENCH AS SHOWN. GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. NOTES: 1. ALL LATERAL LINES SHALL BE SCH 200 PVC PIPE. ALL MAIN LINES SHALL BE SCH 40 PVC PIPE 2. SLEEVES BELOW ALL HARDSCAPE ELEMENTS SHALL BE SHC. 40 PVC AND SHALL BE TWICE THE DIAMETER OF THE PIPE OR WARE BUNDLE WITHIN. SLEEVING LOCATED UNDER THE FRONT SIDEWALK SHALL BE PER ARCH. PLANS. 3. ALL LATERAL LINES SHALL BE BURIED NO LESS THAN 187. ALL MAIN LINES AND ELECTRICAL LINES SHALL BE NO LESS THAN 24" PIPE AND WIRE TRENCHING N.T.S. WALL (SEE NOTE) WALL (SEE NOTE) WALL MOUNIED CONTR( REMOTE CONTROL VALVE TO VALVES 1, 7` TO RAIN SENSOR CONTROLLER AND VAI N.T.S. WALL MOUNTED CONTROLLER r AQUAMISER O1 iE SENSING '01SIZ11:141114AFRI 6 -IN. ROUND VALVE PVC MAINLINE 3/4" CRUSHED GRAVEL-_,eO _ RAIN-CUK "3/4" CRUSHED —#10DEL FREEZE-CUK EN GRAVEL SUMP w 4 CLASS 200 PVC PIPE RUN LEAD WIRES PREMANUFACTURED COPPER RISER TO CONTROLLER SWING JOINT ASSEMBLY +' . NOTE; FIL FABRIC BRONZE STOP VAL IN VALVE BO) MOUNT OUT OF DIRECT MANUAL DRAIN VALVE SUNLIGHT, AND WHERE TO UNOBSTRUCTED RAINFALL, FREE AIR CIRCULATION sx N.T.S. SPRINKLER SPRAY. CAP FILL WITH SEALANT CRIMP SLEEVE USE RECOMMENDED TOOL WE CONNECTION N.T.S. PVC 'TERAL UNE �b 16AFDV DRAIN VALVE GRAVEL -& �� 0 O.noo (NOT SHO ON PLAN - O 4'i�•QA INSTALL IN OW AREAS Ooa v o AS ED) AUTOMATIC DRAIN V VE N.T.S. REDUCED PRESSURE ZONE BACKFLOW PREVENTION DEVICE rCOPPER UNIONS PVC COUPLER PVC PIPING W/CT REDUCER (BOTTOM OF DEVICE MUST BE 12" COPPER NIPPLE MINIMUM ABOVE GROUND LEVEL.) REDUCED PRESSURE BACKFLOW PREVENTER s� N.T.S. I WALTER P MO b RE WALTER P. MOORE AND ASSOCIATES, INC. 13.01 McKINNEY, SUITE 1 00 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 F�x: 713.6 30.7 39 6 HOUSTON DALLAS TAMPA ATL, NTA ORLANDO KANSAS CITY AUSTIN LOS ANG iLES LAS VE I PRONCT NIDE AT&T frii.. II I� Engineering► im.Aosocyates,,,,1nc. ENGINEERS PLANNERS SURVEYORS LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS 3030 LBJ Freeway, Suite 100 972-1488-3737 Dallas 9721488-6732 DWG NAME 26694proj JOB NO.: 26694.0 REVISION: 2 DAZE: 1/19/12 NM DA11E REVISION IRRIGATION DETAILS 81EET Nt�ER j em U1 RAIN-CUK INSULATED RE —#10DEL FREEZE-CUK EN RUN LEAD WIRES RUN LEAD WIRES TO CONTROLLER COPPER RISER TO CONTROLLER NOTE; GATE VALVE NOTE MOUNT ON ANY SURFACE IN VALVE BO) MOUNT OUT OF DIRECT WHERE IT WILL BE EXPOSED SUNLIGHT, AND WHERE TO UNOBSTRUCTED RAINFALL, FREE AIR CIRCULATION BUT NOT IN PATH OF IS POSSIBLE SPRINKLER SPRAY. FROM FREEZE—CUK RAIN CUK METER N.T.S. N.T.S. e RAIN/REEZE SENSORS r, N.T.S. REDUCED PRESSURE ZONE BACKFLOW PREVENTION DEVICE rCOPPER UNIONS PVC COUPLER PVC PIPING W/CT REDUCER (BOTTOM OF DEVICE MUST BE 12" COPPER NIPPLE MINIMUM ABOVE GROUND LEVEL.) REDUCED PRESSURE BACKFLOW PREVENTER s� N.T.S. I WALTER P MO b RE WALTER P. MOORE AND ASSOCIATES, INC. 13.01 McKINNEY, SUITE 1 00 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 F�x: 713.6 30.7 39 6 HOUSTON DALLAS TAMPA ATL, NTA ORLANDO KANSAS CITY AUSTIN LOS ANG iLES LAS VE I PRONCT NIDE AT&T frii.. II I� Engineering► im.Aosocyates,,,,1nc. ENGINEERS PLANNERS SURVEYORS LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS 3030 LBJ Freeway, Suite 100 972-1488-3737 Dallas 9721488-6732 DWG NAME 26694proj JOB NO.: 26694.0 REVISION: 2 DAZE: 1/19/12 NM DA11E REVISION IRRIGATION DETAILS 81EET Nt�ER j em U1 +..�• ..•` , so 1 50A &4 LF TRASH ENCLOSURE f •259 SF 1 rad rid \� SEEMrad rad I� 1D: 1D PROP BUILDING FF320.50 �. BY OTHERS ILLS ■i■ J1, jilllll E10.11 ,N . ( II�.. ## 1 1 1 1# 1 1 1 1 1 1 1# I �'timpggplij ►�►.�. �:: �. ,i.�.� _ �:��!Il�l�■�IIIa�I�II���■ISI�II�IiII� low \NL55�]2OLSF ID 0. 0: MINNS vmm 1 r,rr GOOD ANNO 1► rrr :®Mo.1, ' U11UTY EASEMENT rrrr ,16132 SF • ter■ 1 �• 1#m WALTERR P AND �P off, INC. ASSOCIATES, 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 O PHONE: 713.630.73001 FAX: O�2 713.630.7396 HOUSTON DALLAS TAMPA ;'ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS .VEGAS 30 40 PROJECT NAME 20 U0_ CAi-L PLAN SCALE IN FEET. AT&T L�^ r 8 2 -PLY RUBBER HOSE PROPOSED ,,:_..� RETAIL BUILDING ��QouBLE STRAND 12 GAUGE WIRE BOUNDARY LINE / RIGHT OF WAY UNE COVEREb W 2 -PLY RUBBER HOSE PAINTED FL ORESCENT ORANGE �TYPICAL PLANTING WITH QUANTITY AND .KEY ` WHITE FLAGGING (1'YP.) �,,;,i (SEE PLANT UARRINGTONRD. ST) ', N i TREE WRAP o 4 INCHES MULCH COLLEGE t+- 4 INCH DEEP SAUCER �+ ., 8' STEEL TEE POST- 3 REQUIRED AT 120' GENERAL LANDSCAPE NOTES STATION, TEARS t Z BACKFILL MIX A. LOCATE ALL UTIL171ES AND SITE LIGHTING CONDUITS BEFORE LANDSCAPE - - - - - UNDISTURBED SUBSOIL CONSTRUCTION BEGINS. 1 A� REMOVE BURLAP &ROPE B. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF • FROM TOP 1/3 of THE BALL ANY LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING. ZONING. Cl OV ' . C. ALL LANDSCAPE MATERIALS SHALL BE IN' COMPLIANCE WITH TH£ "GRADES 0.97 ACRE TRACT, P -�r AND STANDARDS FOR. NURSERY PLANTS �j AS PUBLISHED BY THE FLORIDA ^ NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. DEPARTMENT OP AGRICULTURE DIVISION OF PLANT INDUSTRY, AND SHALL LOT 5 BLO 3 ,= BE . GRADE 1 OR .BETTER. �(. s 4 TREE PLANTING D. ALL .DISTURBED AREAS DESIGNATED NOT " HOWN AS. SOD ON THE GRADING TO Y V E'RPO I I J S 501A PLAN SHALL BE SOWN AS FOLLOWS: N.T.S. - - __ .GRASS SEED MIX:40% PERENNIAL R)l HAS ESUBVIVISION P 140% TURF TYE�' FESCUE 5 LEI PER 1004 S.F. AGRASS 299 DERMUD �, d- AGRICULTURAL LIME:' 3, RO ©E R 1{ FERTILIZER: 10-10-10 A I MULCH: SHREDDED HARDWOOD MULCH DEPTH STEVENSON SURVEY ALL SLOPES GREATER THAN 4:1 TO BE SOD SHALL BE STAKED AS 9 APPROPRIATE. TO PREVENT SOD SLIPPAGE. WEED MAT. (ONLY IF •� SHRUB IS WITHIN A PLANTING BED) E. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED IN ASSOCIATION WITH SMOOTH AND. FOUR INCHES OF •TOPSOIL APPLIED. IF ADEQUATE INCHES MULCH TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL ( SEE LANDSCAPE N07ES PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA FOR TYPE OF MULCH) SHALL THEN BE SEEDED/SODDED, FERTILIZED, MULCHED, WATERED AND IF SHRUB IS 8 & B, THEN MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL T z 0'12' REMOVE BURLAP &ROPE AREAS. ANY RELOCATED. TREES SHALL BE MAINTAINED .UNTIL SUCH FROM TOP 1/3 OF BALL POINT AS TREE IS RE-ESTABL&IED. ANY AREAS DISTURBED FOR N *`' BACKFILL Mix ANY- REASON PRIOR TO FINAL ACCEPTANCE.. OF THE. PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT INO ADDITIONAL COST TO UNDISTURBED SUBSOIL THE OWNER. SHRUB PLANTING - F. MAINTAIN 5' MIN. HORIZONTAL SEPARATION BETWEEN TREE WEINER N.T.S. PLANTINGS AND ALL UTILITIES. G. ACCEPTANCE OF GRADING AND SEEDING MALL BE BY LANDSCAPE DEVELOPMENT ARCHITECT ANQ/OR OWNER, THE CONTRACTOR SHALL ASSUME MAINTENANCE RESPONSIBILITIES FOR A MINIMUM OF ONE (.1) YEAR OR UNTIL SECOND CUTTING, WHICHEVER IS LONGER. MAINTENANCE SHALL 520 POST OAK BOULEVARD INCLUDE WATERING, WEEDING, RESEEDING AND OTHER 'OPERATIONS ME 850 NECESSARY TO KEEP ALL LAWN AREAS IN A THRIVING. CONDITION. UPONHOUSTON" Ims ISI 27 FINAL ACCEPTANCE, OWNER SHALL ASSUME ALL MAINTENANCE RESPONSIBILITIES. AFTER .LAWN AREAS HAY£. GERIMINATED,. AREAS WHICH MOM: 713-6230188 FAIL TO SHOW A UNIFORM STAND 'OF GRASS FOR ANY REASON FAX: 713-623-011 , 78 WHATSOEVER SHALL BE RE -SEEDED REPE TEDLY UNTIL ALL AREAS ARE COVERED WITH A SATISFACTORY STAND 0 GRASS. MINIMUM ACCEPTANCE OF SEEDED LAWN AREAS M Y INCLUDE SCATTERED BARE SPOTS,, NONE OF WHICH ARE LARGER THAM 1 SQUARE FOOT, AND WHEN E /REFI"/ COMBINED DO NOT EXCEED 2% OF TOTAL SEEDED LAWN AREA. ,�/�/� �.-.;• 1 -�` l .,;rj'^-1 i ..i k' 5 - S S -k": S S --i l -+�" : ;.� ' '�•-'" ASSOC�+St -CI OF CO E STATION H. REPLACEMENT OF DEAD LANDSCAPING MUST OCCUR WITHIN FOURTY—FIVE ENGINEERS PLANNERS SURVEYORS �I PLAN i 1 `�t r' a \'i �=r • t <�, ti ��20 UTILITY EASEMENT . - ��� ..` R45 DAYS OF NOTiFlCATION BY THE ZONLNG OFFICIAL OR HIS DELEG,4TE.. LANDSCAPE ARCHITECTS EN ONMENTA'L .SCIENTTSTS v _ . _ REPLACEMENT MATERIAL MUST BE •OF SIMILAR CHARACTER AND THE SAME 3030 GBJ Freeway, iSutte 100 � 972-488-3737 8 2 _PLY RUBBER HOSE R 4 OR. HIGt�Et3_P-01i�IT TOTAL AS THE-: DFa4La LRNi)5CAPING. DOUBLE STRAND 12 GAUGE WIRE FAILUE TU REPLACE_ _ faa/tas 972-488-6732 - - - COVERED W/2 -PLY RUBBER HOSE DEAD LANDSCAPING, AS REQUIRE BY THE ZONING OFFICIAL, RSHALL' DWG NAME.• 28694proj 109 NO: 26694.0 PAINTED FLUORESCENT ORANGE CONSTITUTE A VIOLATION OF THIS SECTION OF THE ORDINANCE FOR WHICH REVISION: 0 DAM 2/24/11 WHITE FLAGGING (TYP.) THE PENALTY PROVISION MAY BE INVOKED. TREE WRAP 50D TO LIMIT TO FOLLOW DISTURBED LIMIT WEED MAT (AS SPECIFIED) 8' STEEL TEE POST- 3 REQUIRED AT 120' 4 INCHES MULCH 4 INCH DEEP SAUCER 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK N (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, 3 BACKFILL Mix SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, 1 MAX x+'f " , :X, COMPACTED SUBGRADE AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 7' ors ;;: rt°' .: „(;•,Z%j2'?• t}`;,.. i �.7K r, i aararrry yr'`. ��r .+f�f' Q LANDSCAPE" NOTES a ,•v_'z7'aii,a•..c,Ji7a�:r�/,.q�:%�. :dY''�� rr;1 ..,.1 aiY. p'.r }•vfit2s., - r�rrrrr...�rrrrr ,,t_ ' , UNDISTURBED SUBSOIL �, l 1D SODDED GREEN AREA BERM DAGRASS REMOVE BURLAP & ROPE f ) 8 FROM TOP 1/3 OF THE BALL ( RICHARD A A0 Eq 77A SIGHT TRIANGLE PER CITY OF COLLEGE STATION NO . ■ + + + - OBJECTS OR PLANTINGS CAN BE BETWEEN V--61' AND 8' -Or IN HEIGHT WITHIN THIS 'AREA. 776 STEEL EDGING NOTE SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 77C RETAINING WALL FACADE TO MATCH STONE USED AT ADJACENT BANK LANDSCAPE .DETAILS��f��O v 50A TREE PLANTING NO. DATE REVISION . 0 5013 SHRUB PLANTING LANDSCAPE BERM WC LANDSCAPE BERM N.T.S.50F GROUND COVER PLANTING w I PLANT LIST BE REQUIREMENT REQUIRED PROVIDED SYB LANDSCAPE POINTS DETERMINED BY TOTAL S.F. OF TOTAL SITE S.F: = 42,335.72 S.F. COMMON NAME/ PORTS OF SITE TOTAL POINTS. REQUIRED:. POI 336/1000 = 42.336 KEY QTY BOTANICAL NAME PLANT ROT SIZE 8 TREES 3c ?SHRUBS. REMARKS /Dt BC 5 BALD CYPRESSSPACED Taxodtum dietichum ISO 25 ISO POINTS AND EACH 5 G N 2 1/2" CAL .750 AS SHOWN SHRUB IS WORTH 10 POIN'T'S. WO 3 WILLOW encu* phelloa. 150 25 ) AL 2 1/2` CAL 450 y SPSHOWN S SO 6 SHUMARD OAK Quercus tdwmnrdil 15025 50 LF OF STREET FRONTAGE EXCLUDING DRIVEWAY GAL 2 1/2' CAL 9GO FACED AS SHOWN 912 POINTS Ii IH 56 INDIAN HAWTHORN - 10 WAYS REQUIRE 1 SHADE TREE FOR EVERY 25 LF 560 W-•0" O.C. OF STREET FRONTAGE. 300 ADDITIONAL POINTS EXCLUDING DRIVEWAY OPENINGS = 146 Raphlolepi* Indica CONT. LF OF STREET_ FRONTAGE / 50 X300 = 5 GAL OR AS SHOWN t RG 12 FAIRFAX WAXMYRTLE 'Farif 10 TOTAL # OF POI = 3,060 120 4'-O' . O.C. MyTtca cerifdro V CONT. 5 GAL OR AS SHOWN GA28 . FIREPOWER NANOINA 10 2$0 3'-0" 0'a Nandina dome*ttoa '"owe CONT.5 GAL OR AS SHOWN LM 1,043 URIOPE 0 0 1'-6" O.C. SF Ufiope muecnri CONT. FLAT OR AS SHOWN 1,t41i:L , All. CANOPY TREES :BALL BE BOXED OR IN A CONTAINER PER THE PLAN'pNG LIST ABOVE TOTAL POINTS = 3,060 A" SCREENING SHRUBS MUST T. TALL Al "ME OF PLANt1NG o NOTE: REVIEWED BY UPON APPROVAL OF THE LANDSCAPE PLAN BY THE CITY OF COLLEGE STATION, TX LANDSCAPE REQUIREMENTS KS COLLEGE STATION THE CONTRACTOR WILL PROVIDED A FULL nf1\/CCI AnC A 1 iT/'1A! A Ttl� It�Mll- A Ttf1A1 c-\/c-TCAA DRAWN BY AREA REQUIREMENT REQUIRED PROVIDED LANDSCAPE POINTS DETERMINED BY TOTAL S.F. OF TOTAL SITE S.F: = 42,335.72 S.F. OF SITE TOTAL POINTS. REQUIRED:. ENTIRE SITE EXCLUDING421 336/1000 = 42.336 14 TREES 0 150 POINTS EACH. STREESCAPE AREA THE # OF POINTS PER S.F. OF SITE AREA IS 42,336 X 30 = 1,270 POI AND 96 SHRUBS 0 10 POINTS DETERMINED AS FOLLOWS: 30 POINTS PER 1000 8 TREES 3c ?SHRUBS. S.F. OF SITE AREA. EACH 2-1/2CAIJt1ER TREE IS WORTH ISO POINTS AND EACH 5 G N SHRUB IS WORTH 10 POIN'T'S. MINOR ARTERIAL STREETS REQUIRE 1 SHADE TREE 177 LF / 32 LF = 5.53 TREES OF THE TOTAL INDICATED ABOVE FOR EVERY .32.V OF STREET FRONTAGE, 300 152 LF OF STREET FRONTAGE $ TREES HAVE BEEN PROVIDED ADDITIONAL POINTS SHALL BE PROVIDED FOR EVERY IXCLUDING.DRN£WAY OPEN.1 = 152 ALONG THE STREET FRONTAGE. 50 LF OF STREET FRONTAGE EXCLUDING DRIVEWAY V OF STREET FRONTAGE /. X300 = STREESCAPE AREA OPENINGS. 912 POINTS Ii MAJOR ARTERiAt: STREETS,. FREEWAYS, AND EXPRESS 146 LF / 25 LF = 5.84 TRIEES OF THE TOTAL INDICATED ABOVE WAYS REQUIRE 1 SHADE TREE FOR EVERY 25 LF 146 LF OF STREET FRONTAGE 6 TREES HAVE BEEN''PROVIDEO OF STREET FRONTAGE. 300 ADDITIONAL POINTS EXCLUDING DRIVEWAY OPENINGS = 146 BETWEEN THE BUILDING AND SHALL BE. PROVIDED FOR EVERY 50 LF OF STREET LF OF STREET_ FRONTAGE / 50 X300 = STREET FRONTAGE. FRONTAGE EXCLUDING DRIVEWAY OPENINGS. 876 P01NTS TOTAL = TOTAL IF OF POINTS = 3,058 TOTAL # OF POI = 3,060 BP PROJECT NUMBER 23-05040-04 DATE p7-23-2010 rac v, . w. s I . E OPt AA W.DSCAPE PLAN � 1 I �v //..1 1 �/ ////"" / _•2P 4:/ 1 _. TOTAL AREAffRUCTbRE =¢13 ACRES I I z TOTAL AREA ACRES ` _ C= r°;; _ STRLCTLRE To =10 MINUTEe SIAUCNflE 3 C=Q1 ��/^I To 100MINUTES F— u ____ I CT�REA=OAO ACPE8 ^ a g COTFALL I _ � ' NEW JUNCTIN BOX , I I To =10 MINUTES lw PIPE TO BE BTg -� -- r- =s REMOVEDABD / m al.=•1G - - - h CO STPUCNPE 2 REPLACED - / , C ( TOTAL EA=¢OS ACRES WITH NEW ♦ ■■TT�T ■ ' R4.REP ■ ! To =10 MINUTES (CUSSSS IN STORM 9EWEP PIPE \\ � ♦ _■ � S � • •• • • xi PROP ■uxnlrI r ; w FFypOlpSO _ SHEET FLOW TOTAL AREA = 024 ACRES To =0W00MINlRES I — O =¢ STRWTlIRE 4-A � I � I TOTAL AREA = ¢1B ACRES C=OStI To =10 MINUTES 3 r IRLIlLwT ..• TOTALALAREA ACRES To =10 MINUTES 2..- . BHfiETFlDW 0N C� OTALMFA LL4 = 0 ACRES To =10 MINUTES r! AOmw Esr PIPELINE—� It %"0" \\\ >0' WIDE FISEMEI—:T PIP N 6E E \ ____— ----- SEMEN -- pa5 G -- - j - - - - - - - I 20 Q ZO 40 SCALE I'=20' LEGEND EASING PROPOSED Curd Loge of Pavement R.O.'H. Co:ve Number --- — c1 st=rm Sewer/I.IH 0 curb Inlet/cor. Inlet — F Sonitary Sewer/MH/Cleanoul —�—� ���� Water Llnc/Fim Hydrant/Valve 1- -1 ----0Q Goa —•••— �••� Elfdoic Phone Fence Slope �o TOP of Pavement F TP. 42.25 Toof Sidewalk tW 4225 Flnluh,d Grade FG 42.25 Top of Grate f'�° TO 42.25 Paw Llne 4", R 42.25 Deratail il Number 5 DeSleet Number C5.0 W ZO wo [— W Om L DF g IL ~z- O as —1 <c)a_ > IL GENERAL CONNACTR FOR w W CD m= ~ U TOWER POINT INFPASIRBCNRE DEVELOPMENT, CERRFY THAT THE tMPROVEI.IENIS SHOWN ON THIS SHEET ME MCRVIIY BUILT. MID THAT Z F- - Z L i SAO IMPROVEMENTS ARE SHOWN SUBSfPNIWLY HEREON. I HEREBf CERTIFY THAT TD WE BEST OF W KNOMDGE, THAT NE MATERLVS W � d ~ OF WIENV TNN AND SEES OF MANUFACWRED ITEMS, IF ANY ARE a 0: C C STATED CMNECRY HEREON.? 3 0 o c z a e s U E COLOR SAMPLES EAST ELEVATION. SCALE 1 /8" = 1'-0" WEST ELEVATION SCALE 1 /8" = 1'-0" GENERAL NOTES: This lot is considered part of a larger building plot over 150,000 square feet. ;�►t1 `root and 1ground-mounted mechanical equipment shall be screer isolated so as not to be visible from any public right-of-way or resid within 150' of the subject lot, measured from a point five feet above screening shall be coordinated with the building architecture and scale to maintain a unified appearance. Exterior building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any property line. All signage is permitted separately. Concrete is to be painted with a high -build paint so as to resemble stucco. z C0 0 0 C0 Z 0 U co Z LO Q � X HVW�—}� mQ�CLcoZ W 00 UJ 0 0 h FRONT ELEVATION CLOUD CERAMICS SCALE 1/8 = 1 1-0"FIELD: OLD ROSE BLEND VELOUR ACCENT: COFFEE VELOUR N~ ti o � o r . „ ... ,..... a ,. ..... , Y. ✓ VI t-P'%V 1 &- I \ REAR ELEVATION SCALE 118" = 1'-0" TOTAL VERTICAL SQUARE FOOTAGE TOTAAREA TRANS- PARENCY TOTAL AREA MINUSOPENING BUILDING MATERIALS COLORS STONE BRICK GLASS CAST STONE EIFS/PTD. CONC ZINC GREY 0 0% 26 2% 0 0% 0 0% CANVAS AWNING STONE BRICK GLASS CLEAR CAST STONE SW 6112 SW 6114 ZINC GREY PACIFIC BLUE 4601 FRONT 1665 440 1225 252 15%© 575 35% 440 26% 4 0% 318 19% 76 5% 252 15% 575 35% 440 26% 4 0% 38 14%80 461 31 % 5% 0 0% 76 5%REAR 61 4% 234 16% 605 41 % 0 0% 17 1 % 1476 0 1476 234 16%0 605 41 % 0 0% 17 1 % 533 36% 72 5% 26 2% 61 4% EAST 1244 148 1096 179 14% 517 41 % 148 12% 10 1 % 343 28% 47 4% 179 14% 517 41 % 148 12% 10 1 % Z584 23% 59 5% 0 0% 47 4% WEST 1244 148 1096 179 14% 517 41 % 148 12% 10 1 % 343 28% 47 4% 179 14% 517 41 % 148 12% 10 1 % Z84 23% 59 5% 0 0% 47 4% SHERWIN WILLIAMS SW 6112 SHERWIN WILLIAMS SW 6114 DOWNSPOU CAPFLASHING ZINC GR_A( i t?�t, ft� U Tr • • • � COMP1. 14NICE MAR 99 9nil V� GULLLUL o ,eii i0N EVELOPMENT SERVICES PLAT: FILED: I d 0 1 6ill rile Copy, 0 E ,L) w /q d ti a :i a 0 LO Zco N Z xw�_r wZ 0WLLJ2U)1Z00 Q<Z0®¢ 0 iaQw� -' c- r,nWLoLL! ULL cr VO 0 co .,LO • LLJ • •. 01 •0- L0• .• • • • fit — RCVCti7a7CU CIV 1 RI EAST ELEVATION SCALE 1 /8" = 1'-0" WEST ELEVATION SCALE 1 /8" = 1'-0" GENERAL NOTES: This lot is considered part of a larger building plot over 150,000 square feet. All roof and ground -mounted mechanical equipment shall be screened from view or jl isolated so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. Exterior building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any property line. All signage is permitted separately. Concrete is to be painted with a high -build paint so as to resemble stucco. TOTAL VERTICAL SQUARE FOOTAGE TOTAL BUILDING MATERIALS COLORS TOTAL TRANS- AREA MINUS CAST EIFS/PTD. CAST SW SW STAND. AREA PARENCY OPENING STONE BRICK GLASS STONE CONC STONE BRICK STONE 6112 6114 SEAM FRONT 1588 481 1107 236 15% 550 35% 481 30% 3 0% 318 20% 236 15% 243 16% 179 14% 179 14% 550 35% 3 0% 237 15% 80 5% 126 8% REAR 1476 0 1476 243 16% 692 47% 0 0% 17 1 % 524 36% 692 47% 17 1 % 461 31 % 72 5% 101 7% EAST 1244 148 1096 179 14% 564 45% 148 12% 10 1 % 343 28% 564 45% 10 1 % 284 23% 59 5% 61 5% WEST 1244 148 1096 179 14% 564 45% 148 12% 10 1 % 343 28% 564 45% 10 1 % 284 23% 59 5% 61 5% FRONT ELEVATION SCALE 1 /8" = 1'-0" II 1 IL/'%V 1 {-1. REAR ELEVATION SCALE 118" = 1'-0" SHERWIN WILLIAMS SW 6112 MR4 t STANDING SEAM, GUTTERS, & DOWNSPOUTS ZINC GREY REVIEWED FOR COMPLIANCE FEB 2 S 2.011 Cvi.ucUt t) 1AI ION DEVELOPMENT SER ICES PLAT FILED: 22 �pla�ning file Copy~ � cn O OZ N �...�Ucod'm co QZ� X co LLO U -0 i- zoo W W Q> ��mQ�X�= fY °� ca w op � � J O OU i - E� 4mj LU • •. LLJ' ' • •L0 0. • Pi • LLJ UJ .• LLJ • • Mr • LIJ • • • Jill